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HomeMy WebLinkAboutDrawingsELEVATION NOTES 1. MAIN ROOF PITCHES TO BE 4:12 UND, 6:12 ROOF PITCH 6 LOW ROOFS. REFER TO ROOF PLAN FOR MORE INFO, 2. ALL ROOFS TO BE PIREFA15RICATED WOOD TRUSSES WITH PLYWOOD DECKING: AND COMPOSITION SHINGLES. RE: STRUCTURAL AND SPECIFICATIONS FOR ADDITIONAL 3. TYPICAL OVERHANGS TO BE 12" FROM FACE OF FRAMING TO FACE OF FASCIA, REFER TO ROOF PLAN AND STRUCTURAL FOR ADDITIONAL INFO. 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS - PRODUCT DATA AND SAMPLES TO OWNER / ARCHITECT FOR AFFROVAL PRIOR TO FABRICATION OF ALL MILLWORK AND WALL FINISHES. 5. REFER TO DETAIL'S FOR ADDITIONAL WINDOW AND SIDING TRIM INFOMATION. b. REFER TO STRUCTURAL FOR SHEATHING TYPE AND LOCATIONS. T 11/4" TEXTURED HARD[ -PLANK SIDING (W/ 6" EXPOSURE). 8 CEMENT FIBER BD, WITH BATTENS TO BE SPEC. BY OWNER 9, REFER TO COLUMN MANUF. FOR INSTALLATION INFO. 10. BUILDING CORNICE TRIM TO BE b'I TYR If. FLASHING AS REQ'D AT ALL ROOF TO WALL CONTACT AREAS 12. REFER TO LANDSCAPE DRAWINGS FOR GUTTER DOWNSPOUT LOCATIONS. 13.1-1/411 TEXTURED HARDI-BD. SIDING WILL BE PAINTED AS VARIOUS COLORS. NOTE, SIDING: M, SIDING +2 d CEMENT FIBER BD. WILL SE DIFFERENT COLORS PER NORTHGATE AFFROVED COLORS. 14. REFER TO MEP. DRAWINGS FOR DOWNSPOUT LOCATIONS 4 INFO. GENERAL. NOTEE5 I. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE JOBSITE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE OWNER 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND LOCAL BUILDING CODES AND GOVERNMENTAL REGULATORY AGENCIES. 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS - PROJECT DATA AND SAMPLES TO OWNER / ARCHITECT FOR APPROVAL PRIOR TO FABRI- CATION OF ALL MILLWORK AND WALL FINISHES. 5, DO NOT SCALE ANY DRAWINGS. ANY DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS. b. ALL WALL DIMENSIONS ARE TO FACE OF FRAMING UNA. T. THE GENERAL CONTRACTOR SHALL KEEP ONE SET OF PLANS AT THE J0561TE FOR THE SPECIFIC PURPOSE OF RECORDING ACTUAL CONSTRUCTION CONDITIONS. SUCH PROJECT RECORD -DOCUMENTS SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE PROJECT. 8, THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF THE RELATED WORK. 9 THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WOF4K LEGEND 1. INDICATES WALL SECTION CUT. I 2. INDICATES MATERIAL COLOR CHANGE. R GE COLOR *1 = BONA FIDE BEIGE x'6065 (SIDING) COLOR *2 - WINDY BLUE %240 (SIDING) COLOR *3 = AESTHETIC WHITE 01035 (FIBER CEMENT BD.) COLOR *4 = ACME BOR,AL - OLD BOSTON (BRICK) COLOR *5 - NICE WHITE %063 (TRIM) COLOR % - AESTHETIC WHITE *1035 (METAL ROLL -UP DOOR) COLOR 01 = BROWSE BROWN %012 (SHINGLES) CERTAIN -TEED - MAX DEF WEATHERED 3. INDICATES DOWNSPOUT LOCATIONS Second Street ToR►fr�TA ELEVATOR VENT— 13.61T FIBER W. TYR CORRIDOR BEYOND 42° HT. METAL RAILINS, TVP, 2x $ E& TRIM' GEMENT FIBER 517. 1-1/4- TEXTURED HARDI-BD. SIDINS, TYP. IN 6- EXPOSURE FLASHIN6 AS REQUIRM let W: BRICK ROWLOCK AS SFW. - 4:12 ROOF SLOPE FLASHIN6 AS REQUIRED IFLI 9_ BRICK SOLDIER 9bNI2"xl8' M. BOX AWNINS BRICK A5 SPEC. 5 715 PLIM RI jRM. 12 111 rl. 517. 50N61 G 1" IAT'L.. 5Q. FOOTAGES SOFT. 91- 1. BUILDING FACADE $Q. FOOTAGE = 6,602 sgft. = 2,510 2Sl% 2. BUILDINGS MATERIAL SQ. FOOTAGEB: BRICK - 2,902 34% SIDING - 463 549= CEM NT FIBER BD. - 985 1251 - sgft. TOTAL = 8,526 10091- 3. BUILDING COLOR SQ. FOOTACxES: sgft. TOTAL - 6,291 COLOR 01 (BONA FIDE BEIGE %065) = 3,323 sgft. = 1,198 sgft. A COLOR 02 (WINDY BLUE %240) - 1,316 sc(ft. -,,,,COLOR 03 (AESTHETIC WHITE *1035) = 985 sgft. TOTAL - 5A24 sgft. 4. BUILDINCs OPENINGS SOL FOOTAGE - 861 sgft. D. BUILDING WINDOWS/DOORS $Q. FOOTAG = 1,952 sgft. MART -RCM MIDPONT OF :OO 4.12 --. .• I _ . r. I -. 00 FS N �_ tom. __,_LIN � � ■ t w w_� � � , — w _ ■�tt■ __� .. w ■■�— ZZ ummum� oil - - I — _ En _=•.� _ ttt■ tttttttttw . w i ttt,■� �■ . — tttt■ _� t■ _ ttttt� ___. ■ mom ■■� -- - - -Rowl. Imp p ....... — ttttttttt_ _ _ ttttttttt_ �� ■�ZZ t __ t— ttttttttt_ w � �_ _� —_ �� ! I �_ _ttti ■_ I�1 - _ ��■. __ ,• �� - a I•IFOU ■'�■ - t 1-r r r • - FoNsw � . ■ � � I _tom ■ ■ ' � �t� �� , '■II■I (�� Y�_ � I ttwtw � . ta_t■ I t � ■ ■ , � � t�� t ttw �i ttt■ �■ LE -In ©■ u ii i ISI . ........... ........ =10 .. r1— I _ �tttit■ __`t1- ___ � ■ t w ttt_� � . " � I — � rtatta w,_ � __� ■, w __� �_ � — ■tta tet■ _ � I_ _1 � � ta_� �ttw i I � � ■ t _ � � i � , �_ 01 WE -- 1 .-a FIBER BD. PODIUM SLAB TVP. NINS Cherry Street BUILDING T4T'fi=E 1 - FRONT ELEVATION SCALE: 5/52" = I'-0" PlnniNng FIS 2 C REVIEWED FOS COMPLIANC al APR V 2015 LL COLLEGE STATION _ DEVELOPMENWRVICE�- PLAT FILED: AT'L.. SQ.00TS CHERRY ST. SOFT. 91- I. BUILDING FACADE SQ. FOOTAGE = 9,103 scEft. tlr . 2. BUILDING MATERIAL SQ. FOOTAGES: BRICK = 2,510 2Sl% SIDING - 4312 4991- CEMENT FIBER BD. = 1,925 22% TOTAL = 8 861 100% 3. BUILDING COLOR 5Q, FOOTA6ZS: COLOR 01 (BONA FIDE BEIGE %065) = 3,324 sgft. COLOR #2 (WINDY BLUE '"6240) - 1,048 sgft. COLOR *3 (AESTHETIC WHITE 01035) = 1,925 sgft. TOTAL - 6,291 sgft. 4. BUILDING OPENINGS SO- FOOTAGE: = 1,198 sgft. 5. BUILDING WINDOWS/DOORS SQ. FOOTAGE = 1,530 sgft. THE RECORD COPY OF THIS DRAJ!llbKs 18 ON FILE AT THE OFFICE OF N.T.S. ARCHITECTS AND PLANERS INC. 401 SU M66 PKWY RICHARDSON, TX 75M T1118 ELEC IWNIC DOCUMENT 18 RELEASED FOR THE PURPOSPS OF INCE, COORDINATION, AND OR FACILITY MANAGEMENT UNDER THE AUTHORITY OF DAVID KIRCH (13664), ON ANY MODISCATIOWS) TO THIS DRAW1NCs WALL BE IN WMPLIA%= WITH THE TEXAS BOARD OF EXAMQ'M RULES. ©2014 NTB. LL RtGHTB RearmVED ARC or -T6 4 PLANIJERS, TNG A DRAWN BY: CHECKED E3Y: START DATE: --�-- i EV1510NS: I —_ ISSUED FOR CONSTRICTION: 3-20-2015 RE -ISSUED FOR PERMIT: 2r10-2015 ISSUED FOR PRICING: Z-2-205 'I ISSUED FOR PERMIT: 12-22-2014 il,40-2014 ISSUED FOR PRICING.. 1 DESIGN DOCUMENT REVIEW SET: �_12-2014 I 'i N z Z r� a S „ _. .. #-A I u �- i U � i V1 � w W too.4 �� � w W BUILDING ELEVATIONS tlr . .fir DAVID■eH�P� • � i ISSUED FOR CONSTRICTION: 3-20-2015 RE -ISSUED FOR PERMIT: 2r10-2015 ISSUED FOR PRICING: Z-2-205 'I ISSUED FOR PERMIT: 12-22-2014 il,40-2014 ISSUED FOR PRICING.. 1 DESIGN DOCUMENT REVIEW SET: �_12-2014 I 'i N z Z r� a S „ _. .. #-A I u �- i U � i V1 � w W too.4 �� � w W BUILDING ELEVATIONS ELEVATION NOTES 1. MAIN ROOF PITCHES TO BE 4:12 UNO. 6.12 ROOF PITCH Q LOW ROOFS. REFER TO ROOF PLAN FOR MORE INIP0. 2, ALL ROOFS TO BE PREFABRICATED WOOD TRUSSES WITH PLYWOOD DECKING AND COMPOSITION SHINGLES. RE: STRUCTURAL AND SPECIFICATIONS FOR ADDITIONAL 3. TYPICAL OVERHANGS TO BE 12" FROM FACE OF FRAMING TO FACE OF FASCIA, REFER TO ROOF PLAN AND STRUCTURAL FOR ADDITIONAL INFO, 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWING - PRODUCT DATA AND SAMPLES TO OWNER / ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF ALL MILLWORK AND WALL FINISHES 5. REFER TO DETAIL'S FOR ADDITIONAL WINDOW AND SIDING TRIM INFOMATION. 6. REFER TO STRUCTURAL FOR SHEATHING TYPE AND LOCATIONS. 1.111/4" TEXTURED HARDI-PLANK SIDING (W/ 6" EXPOSURE), S CEMENT FIBER BD, WITH BATTENS TO BE SPEC, BY OWNER 5, REFER TO COLUMN MANUF. FOR INSTALLATION INFO. 10, BUILDING CORNICE TRIM TO BE 6" TYP. 11. FLASHING AS REO'D AT ALL ROOF TO WALL CONTACT AREAS 12. REFER TO LANDSCAPE DRAWINGS FOR GUTTER DOU,NSPOUT LOCATIONS. 13.1-1/4" TEXTURED HARDI-BD. SIDING WILL BE PAINTED AS VARIOUS COLORS. NOTE, SIDING N, SIDING +2 4 CEMENT FIBER BD. WILL BE DIFFERENT COLORS PER NORTHGATE APPROVED COLORS. 14. REFER TO MEP. DRAWINGS FOR DOWNSPOUT LOCATIONS 4 INFO. GENEfizt4l.. NOTES I. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE J0581TE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE CONDITIONS AS THEY ARE NOTED ON THE DRAWING. 2. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE OWNER 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND LOCAL BUILDING CODES AND GOVERNMENTAL REGULATORY AGENCIES. 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWING - PROJECT DATA AND SAMPLES TO OWNER / ARCHITECT FOR APPROVAL PRIOR TO FABRI- CATION OF ALL MILLWORK AND WALL FINISHES. 5, DO NOT SCALE ANY DRAWINGS ANY DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS. 6. ALL WALL DIMENSIONS ARE TO FACE OF FRAMING UNO. 1. THE GENERAL CONTRACTOR SHALL KEEP ONE SET OF PLANS AT THE J0551TE FOR THE SPECIFIC PURPOSE OF RECORDING ACTUAL CONSTRUCTION CONDITIONS. SUCH PROJECT RECORD -DOCUMENTS SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE PROJECT. 8, THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF THE RELATED WORK S. THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK LEGEND 1. INDICATES WALL SECTION CUT, 2. INDICATES MATERIAL COLOR CHANGE. COLOR *1 = BONA FIDE BEIGE; %065 (SIDING) COLOR *2 = WINDY BLUE %240 (SIDING) # COLOR *3 = AESTHETIC WHITE *1035 (FIBER CEMENT BD.) COLOR *4 = ACME BORAL - OLD BOSTON (BRICK) COLOR *5 = NICE WHITE *6063 (TRIM) COLOR % = AESTHETIC WHITE *1035 (METAL ROLL -UP DOOR) COLOR *1 = BROWSE BROWN *6012 (SHINGLES) CERTAIN -TEED - MAX DEF WEATHERED 3. INDICATES DOWNSPOUT LOCATIONS ELEVATOR VENT -----------3 RENT FIBER BD. ,gam FLooRLnaE-- P it ----- CORRIDOR BEYOND 42' HT. METAL RAILING, TYP. 9�-i_".15.1:1? ----- 2x 'REAL TRIM' 7-V4" TEXTURED HARDI-BD. SIDING, TVP. W/ 6" EXPOSURE 96 FLASHIN6 AS REQUIRED 'ft. 2,510 2996 let 2,902 34% BRICK ROWLOCK AS SPEC. = 4b3 4:12 ROOF SLOPE CEME FLASHING AS RECUIRED 1290 TOTAL = 6,526 10096 3. BUILDING COLOR SQ. FOOTAGES: 9'. BRICK SOLDIER aclft. 96"x12"x18' M. COLOR *2 (WINDY BLUE %240) s 1,316 BOX ANWING BRICK AS SPEC. aqft. i 4� 2 -i�'-'-I° M 14T.--- 4 4:12 2 4 14:_1° 0 Lrr 10 RIm am. 4 u WFIBER W. BEYO 124'xl2'xl8" MTL. BOX AWNIN6 Second Street BUILpfNG TYPE 1 -LEST ELEVATION O6,'-6° BLCs ML FROM ---MIDPOINT OF ROOF --_ 1-f/1WAICOMIT_ OPENING PODIUM SLAB TVP. Cherry Strut E 50ALE: 5/32" = 1'-0" OPENING Rp OPENING SUILDING TYFE 1 - FRONT ELEVATION TO $E 'INSTAIJ-ED FE -10 u 1�m SCALE: 3/32" = 1'-0" 4 !6. W. SIDING, O. 1" AT'L. SQ. FOOTAG-41=-5 11 50-7. 96 I. BUILDING FACADE SQ. FOOTAGE = 6,802 s 'ft. 2,510 2996 2. BUILDING MATERIAL SQ. FOOTAGES: BRICI 2,902 34% SIDIN = 4b3 5496 CEME T FIBI=R BD. 985 1290 TOTAL = 6,526 10096 3. BUILDING COLOR SQ. FOOTAGES: TOTAL = 6,2.91 agft. COLOR *1 (BONA FIDE: BEIGE "6065) = 3,323 aclft. COLOR *2 (WINDY BLUE %240) s 1,316 agft. COLOR *3 (AESTHETIC WHITE *1035) = 965 aqft. TOTAL = 5,624 agft. 4. BUILDING OPENINGS SQ. FOOTAGE 661 agft. 5. BUiLpjNC.WINDOWS/DOORS SQ. FOOTAGE 1,952_agft. COMP. SHINGLES AS SFEC. _ll° 11: HT__ e.rwur 1-1/4' TEXTURED HARDI-SD. SIDING, 2x 'REAL TRIM' CEMENT FIBER BD. --------- ------------ 2p-B-Qmm------ -------------------- KM�T:-------- 1-1/4" TEXTURED HARDI-BD. SIDING, PV 6° EXPOSURE PLASHING AS REQUIRED ROOFING AS SPEC. _ let FLOORLINE ------ ------------------------- ---- ---- --- ---------- 3--T-Lgr5------- BRICK SOLDIER OPENING TEXTURED HARDI-BD. SIDING, K(61 EXPOSURE RA�FLOORLINE ------------- - ----------3 -1-LELT------- BRICK SOLDIER bO' OPENING OPENING GARAGE BEYONDTO BRICK AS SPEC. HE RLc-:,;Y I EWE D FO COMPLIANCE APR Z 12015 COLLEGE STATION DEVELOPMENT RVICES PLAT FILED: -Ti M,4T1L, SQ. FOO I AGES CHERRY ST. SQFT, 96 1. BUILDING FACADE SQ. FOOTAGE - 9,103 agft. DAVIDWWH 2. BUILDING MATERIAL SQ, FOOTAGES: BRICK= 2,510 2996 SIDING = 4,312 4S% CEMENT FIBER BD. = 1,925 2296 TOTAL = 6,69,1 100% 3. BUILDING COLOR SQ. FOOTAGES: COLOR *1 (BONA PIDE BEIGE *6065) = 3,324 ac{ft. COLOR *2 (WINDY BLUE *6240) 1,0,48 sgft. COLOR 03 (AESTHETIC WHITE *1035) = 1,926 egft. TOTAL = 6,2.91 agft. 4. BUILDING OPENINGS SQ. FOOTAGE =1,198 sgft. 5. BUILDING WINDOWS/DOORS SQ. FOOTAGE = 1,530 agft. (1 TME RECORD COPY OF THIS ORA" IS ON FILE At TME OFFICE OF N.T.S. ARGMITECTS AND PLANNERS INC. 401 BUSINESS PIQUY R0WOSON, TX 150BI. THIS ELECTRONIC DOCUMENT IS RELEAHV FOR TIE FUR TOMS OF REFERENCE, COOF40 NATIM AND OR FACILITY MANACMMENT UNDER TFS AUTMORFIY OF DAYID K imm (13664), ON ANY MODIFICATION(S) TO THIS DRAWING SMALL BE IN COMPLIANCE WITH TME TEXAS BOARD OF EXAMINERS' RULE& © 2014 11T.6A4LLGtCBTS < PLVM, NC F'MSER DRAWN E5Y: CHECKED BY: 5TART DATE: REVISIONS: ISSUED FOR CONSTRICTION: 3-20-2015 RE -ISSUED FOR PERMIT: 2-I0-2015 ISSUED FOR PRICING: 22-205 ISSUED FOR PERMIT: 12-22-2014 ISSUED FOR PRICING: 12-10-2014 DESIGN DOCUMENT REVIEW SET: 8-12-2014 r (p C4 4P u - z z N 0 j O \3 3 L A c �4 • V 1 • r� CD W a. W A4.1i WILDING ELEVATIONS DAVIDWWH *a 3 107 0• ISSUED FOR CONSTRICTION: 3-20-2015 RE -ISSUED FOR PERMIT: 2-I0-2015 ISSUED FOR PRICING: 22-205 ISSUED FOR PERMIT: 12-22-2014 ISSUED FOR PRICING: 12-10-2014 DESIGN DOCUMENT REVIEW SET: 8-12-2014 r (p C4 4P u - z z N 0 j O \3 3 L A c �4 • V 1 • r� CD W a. W A4.1i WILDING ELEVATIONS LJ I111---------- 2x 'BEAT- TRIM', TYP. LL 3ep- 11-00&� -------- 2ID 2A-----------• 1-1/41 TEXTURED HARDI-BD.- SIDING, NV 6- EXP05URE zip- -------- g'_L, cis ------------ CEMENT FIBER 50. BRICK SOLDIER BRICK SOLDIER BRICK AS 5PEC. COMP. SHINGLES AS SPEC. a4 4 42- HT. MTL. RAILING, TYP. ♦ - - . r ■ ttwet� � 4:12 4 OPENING M OPENING _ 4 4 ttt■wt� ■ • !r SOFT. ELEVATION NOTES 1. BUILDING FACADE SQ. FOOTAGE FOR MAT'L. a let E 2nd CH 1. MAIN ROOF PITCHES TO BE 4:12 UNA. 6:12 ROOF PITCH a+ LOW ROOFS, LEVELS ONLY 2,608 REFER TO ROOF PLAN FOR MORE INFO. 2. BUILDING MATERIAL SQ, FOOTAGES: BRICK = 1210 2. ALL ROOFS TO BE PREFABRICATED WOOD TRUSSES WITH PLYWOOD DECKING AND SIDING = 1,902 COMPOSITION SHINGLES. RE: STRUCTURAL. AND SPECIFICATIONS FOR ADDITIONAL TOTAL = 3,112 3. TYPICAL OVERHANGS TO BE 1211 FROM FACE OF FRAMING TO FACE OF FASCIA, 3. BUILDING COLOR SQ. FOOTAGES: REFER TO ROOF PLAN AND STRUCTURAL FOR ADDITIONAL INFO. COLOR M (BONA FIDE BEIGE "6065) - 3503 Sgft. 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS - PRODUCT DATA COLOR 02 (WINDY BLUE x'6240) - 1316�i', sgft. AND SAMPLES TO ODER / ARCHITECT FOR APPROVAL PRIOR TO FABRICATION COLOR M3 (AESTHETIC WHITE 0''1035) = 1�2 Sgft. OF ALL MILLWORK AND WALL FINISHES. :....: = 5. REFER TO DETAIL'S FOR ADDITIONAL WINDOW AND SIDING TRIM INFOMATION. 4. BUILDING OPENINGS SQ. FOOTAGE _ 980 agft. 6. REFER TO STRUCTURAL FOR SHEATHING TYPE AND LOCATIONS, 5. BUILDING WINDOWS/DOORS SQ. FOOTAGE 1,824 sgft. T 1114" TEXTURED HARDI-PLANK SIDING (W/ 611 EXPOSURE). = S. CEMENT FIBER BD. WITH BATTENS TO BE SPEC, BY OUTER 0. REFER TO COLUMN MANUF. FOR INSTALLATION INFO, IIII _ 10. BUILDING CORNICE TRIM TO BE 6" TYR IL FLASHING AS REQ'D AT ALL ROOF TO WALL CONTACT AREAS lllll ll 12. REFER TO LANDSCAPE DR4WING8 FOR GUTTER DOUANSPOUT LOCATIONS. 13.1-1/4" TEXTURED HARDI-BD. SIDING WILL BE PAINTED AS VARIOUS COLORS. NOTE, SIDING M, SIDING +1 4 CEMENT FIBER BD. WILL BE DIFFERENT COLORS PER NORTHGATE APPROVED COLORS. 14, REFER TO MEP. DRAWINGS FOR DOiNSPOUT LOCATIONS 4 INFO. LJ I111---------- 2x 'BEAT- TRIM', TYP. LL 3ep- 11-00&� -------- 2ID 2A-----------• 1-1/41 TEXTURED HARDI-BD.- SIDING, NV 6- EXP05URE zip- -------- g'_L, cis ------------ CEMENT FIBER 50. BRICK SOLDIER BRICK SOLDIER BRICK AS 5PEC. COMP. SHINGLES AS SPEC. a4 4 42- HT. MTL. RAILING, TYP. ♦ - - . r ■ ttwet� � 4:12 4 OPENING M OPENING _ 4 4 ttt■wt� ■ • !r SOFT. GENERAL NOTES 1. BUILDING FACADE SQ. FOOTAGE FOR MAT'L. a let E 2nd CH I. THE GENERAL. CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE JOBSITE. LEVELS ONLY 2,608 NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE CONDITIONS AS THEY 2. BUILDING MATERIAL SQ, FOOTAGES: BRICK = 1210 ARE NOTED ON THE DRAWINGS. SIDING = 1,902 2. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK TOTAL = 3,112 WITH THE OWNER 3. BUILDING COLOR SQ. FOOTAGES: 3. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR COMPLIANCE WITH ALL COLOR M (BONA FIDE BEIGE "6065) - 3503 Sgft. STATE AND LOCAL BUILDING CODES AND GOVERNMENTAL REGULATORY COLOR 02 (WINDY BLUE x'6240) - 1316�i', sgft. AGENCIES. COLOR M3 (AESTHETIC WHITE 0''1035) = 1�2 Sgft. 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS - PROJECT DATA :....: = AND SAMPLES TO OWNER / ARCHITECT FOR APPROVAL PRIOR TO FABRI- 4. BUILDING OPENINGS SQ. FOOTAGE _ 980 agft. CATION OF ALL MILLWORK AND WALL FINISHES. 5. BUILDING WINDOWS/DOORS SQ. FOOTAGE 1,824 sgft. 5. DO NOT SCALE ANY DRAWINGS. ANY DIMENSIONS ARE TO BE OBTAINED FROM = THE ARCHITECT IF NOT NOTED ON THE DRAWINGS, 6, ALL WALL DIMENSIONS ARE TO FACE OF FRAMING UNA. IIII _ 1, THE GENERAL CONTRACTOR SHALL KEEP ONE SET OF PLANS AT THE JOBSITE �TSHPRING EVCIIONSUCPURPOSE RECOD-DocUMACTUAL SHALLL CONSTRUCTION TO lllll ll THE OLNER UPON COMPLETION OF THE PROJECT. 6- THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF THE RELATED WORK 9. THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK LJ I111---------- 2x 'BEAT- TRIM', TYP. LL 3ep- 11-00&� -------- 2ID 2A-----------• 1-1/41 TEXTURED HARDI-BD.- SIDING, NV 6- EXP05URE zip- -------- g'_L, cis ------------ CEMENT FIBER 50. BRICK SOLDIER BRICK SOLDIER BRICK AS 5PEC. COMP. SHINGLES AS SPEC. a4 4 42- HT. MTL. RAILING, TYP. ♦ - - . r ■ ttwet� � 4:12 4 OPENING M OPENING _ 4 4 ttt■wt� ■ • !r SOFT. LEGEND 1. BUILDING FACADE SQ. FOOTAGE FOR MAT'L. a let E 2nd CH 1. INDICATES WALL SECTION CUT. LEVELS ONLY 2,608 2. INDICATES MATERIAL COLOR CHANGE. 2. BUILDING MATERIAL SQ, FOOTAGES: BRICK = 1210 COLOR 01 = BONA FIDE BEIGE x'6065 (SIDING) COLOR "2 = WINDY BLUE 'x6240 (SIDING) SIDING = 1,902 COLOR 03 = AESTHETIC WHITE 0'1035 (FIBER CEMENT BD.) COLOR 1*4 - ACME BORAL - OLD BOSTON (BRICK) COLOR 05 = NICE WHITE %063 (TRIM) TOTAL = 3,112 COLOR 01 = BROWSE BROWN %012 (SHINGLES) CERTAIN -TEED - MAX DEF WEATHERED 3. BUILDING COLOR SQ. FOOTAGES: 3. INDICATES DOWNSPOUT LOCATIONS COLOR M (BONA FIDE BEIGE "6065) - 3503 Sgft. LJ I111---------- 2x 'BEAT- TRIM', TYP. LL 3ep- 11-00&� -------- 2ID 2A-----------• 1-1/41 TEXTURED HARDI-BD.- SIDING, NV 6- EXP05URE zip- -------- g'_L, cis ------------ CEMENT FIBER 50. BRICK SOLDIER BRICK SOLDIER BRICK AS 5PEC. COMP. SHINGLES AS SPEC. a4 4 42- HT. MTL. RAILING, TYP. ♦ - - . r ■ ttwet� � 4:12 4 OPENING M OPENING _ 4 4 ttt■wt� ■ • !r TVP. OPENINGS TO GARAGE 5UILDINCA T%*r"FE 1 - REAR ELEVATION MAT'L. SQ. FOOTAGE$ SOFT. �6 1. BUILDING FACADE SQ. FOOTAGE FOR MAT'L. a let E 2nd CH = 1,210 1296 LEVELS ONLY 2,608 3196 2. BUILDING MATERIAL SQ, FOOTAGES: BRICK = 1210 39� SIDING = 1,902 6196 TOTAL = 3,112 10096 3. BUILDING COLOR SQ. FOOTAGES: ----------------------------- ®®IMTL. oBOXD a all TEP IAN StAIRB BQYaW COLOR M (BONA FIDE BEIGE "6065) - 3503 Sgft. COLOR 02 (WINDY BLUE x'6240) - 1316�i', sgft. COLOR M3 (AESTHETIC WHITE 0''1035) = 1�2 Sgft. :....: = -I'-� 4. BUILDING OPENINGS SQ. FOOTAGE _ 980 agft. IIIIIIIIIIIIIIIIIIIIII 5. BUILDING WINDOWS/DOORS SQ. FOOTAGE 1,824 sgft. w = nIII►IIII III IIII _ = IIIIIIIIIIIIill lllll ll - r ..�..r.I 1- IIIIIIIIIIIIIIIIIIIIII: IIIIIIIIIIIIIIIIIIII■-- 11:= � h I Imo= ■ _� sl =11111111111,11111111111 . -..:�I � IIIIIIIIIIIIIIIIIIIIII; Illllllllllpilllllllll*�= :111111111 11_ - - 11 I118111111 _ _• i • :]lIt1111 �^'SiY�I �'SIY�1 � ��'SIY���' -T'-� _ 1111- � -_ __ -'i-111■ _� -�-�- i. � En - === =raga �.. i_�1 �-�� tom.-. ��. ._ ------. ■EM - _:_ - - -- -- ------ -_ - :• _ S•• �_ �_ -?� � S ��Z�� �.■ its � � �� ���:_ --■ -ice ��� ���--- - ----- _�t� -7:�:� 1-t =21- ='==-11 ==��■ -t1� - -- --------- arm --•------- - ' - �t�� '-tom_ TVP. OPENINGS TO GARAGE 5UILDINCA T%*r"FE 1 - REAR ELEVATION MAT'L. SQ. FOOTAGE$ SOFT. �6 1. BUILDING FACADE SQ. FOOTAGE FOR MAT'L. a let E 2nd CH = 1,210 1296 LEVELS ONLY 2,608 3196 2. BUILDING MATERIAL SQ, FOOTAGES: BRICK = 1210 39� SIDING = 1,902 6196 TOTAL = 3,112 10096 SCALE: 3/32" = P-0" CORRIDOR BEYOND --------------- ----- -------- tet FLOORLME ---------- -------------------------------- 1 -Z -B -T ------------ i LASHING A5 RMV. -- 12 12 COMP. SHINGLES AS SPED. - �4: IT-2"M M HT.--- --------------pp2LX 4!EV�g��,yL. GARAGE FLOOR___ ------ -- -- •---------.Y'�1_-�-s--------- - BRICK SOLDIER 1250ON416" METAL BOX AWNING. BRICK A5 SPEC. ---------- -GARAGE FLOMINE l9N1'RY MAT'L. 50. FOOT AGE S SQFT. 96 I. BUILDING FACADE SQ. FOOTAGE - 8,100 agft. CH = 1,210 1296 2. BUILDING MATERIAL SQ. FOOTAGESs BRICK- 2,608 3196 SIDIN = 4019 5"96 CEMENFIBER Bp. - 1,002 1296 COMPLIANCE TOTAL - 8,1.29 1009'6 3. BUILDING COLOR SQ. FOOTAGES: ----------------------------- ®®IMTL. oBOXD a all TEP IAN StAIRB BQYaW COLOR M (BONA FIDE BEIGE "6065) - 3503 Sgft. COLOR 02 (WINDY BLUE x'6240) - 1316�i', sgft. COLOR M3 (AESTHETIC WHITE 0''1035) = 1�2 Sgft. TOTAL = 5,92l agft. -I'-� 4. BUILDING OPENINGS SQ. FOOTAGE _ 980 agft. )E�/ELOPMEN ICES 'LAT FILED: 5. BUILDING WINDOWS/DOORS SQ. FOOTAGE 1,824 sgft. w COMP. SHINGLES A5 SPEC. -----3__L�------------- ✓1 THE RECORD COPT OF THIS DRAWMCs IS OWFILE AT THE OFFICE OF N.T.B. ARCHITECTS AND M MRS INC, 401 13USUEss FKWY RIcHARDSCN,1x 7x081. THIS ELEGTt oNIC DONT IS RELEASED FOR Tl a PUtiIvM OF REFERENCE, COORDMATIOTI, AND OR FACILITY MANAGEMENT UNDER THE AUTHORITY OF DAVID KIRCH (13&64), CTI ANY MODIFICATIONS) TO THIS DRARIM SHALL BE IN COMPLIANCE WITH THE TEXAS BOARD OF E>1GWRERs' MUS. ®2014 N.T.S. ARCHITECTS t PLANNER6, INC ALL RIGHTS RESERVED ',' DRAWN BY: CHECKED BYs START DATE: REVISIONS: A14-15-2015: ARCH. ELEMENT ADDED R CITY OF COLLEGE 5TATONS iZOLIEST. A' . ----------- �-L------------- 42- HT. M. RAILING, TYR wB-0-1 mm ----------- X: P aWT. FLASHING A5 RMV, COMP. SHINGLES A5 SPEC. let FLOOR.ME DAVID CH = 1,210 1296 z ji CEMENT FIBER --------- - ------------------------------- CORRIDOR BEYOND ------------- -------- 3. BUILDING COLOR SQ. FOOTAGE& V L �.., COLOR 01 (BONA FIDE BEIGE 06065) - 8,433 sci COMPLIANCE COLOR 03 (AESTHETIC WHITE 01035) - 301 egftl' TOTAL = 6,134 sgftl ----------------------------- ®®IMTL. oBOXD a all TEP IAN StAIRB BQYaW ____ ---�T-� - 1-� ElT+------------ BRICK SOLDIER BRICK AS SPEC. ----------- - 2nd LEVEL GARAGE FLOORI.NE - ------------ -----------3-' :.T------------------ BRICK SOLDIER AMNG THE RECORD COPT OF THIS DRAWMCs IS OWFILE AT THE OFFICE OF N.T.B. ARCHITECTS AND M MRS INC, 401 13USUEss FKWY RIcHARDSCN,1x 7x081. THIS ELEGTt oNIC DONT IS RELEASED FOR Tl a PUtiIvM OF REFERENCE, COORDMATIOTI, AND OR FACILITY MANAGEMENT UNDER THE AUTHORITY OF DAVID KIRCH (13&64), CTI ANY MODIFICATIONS) TO THIS DRARIM SHALL BE IN COMPLIANCE WITH THE TEXAS BOARD OF E>1GWRERs' MUS. ®2014 N.T.S. ARCHITECTS t PLANNER6, INC ALL RIGHTS RESERVED ',' DRAWN BY: CHECKED BYs START DATE: REVISIONS: A14-15-2015: ARCH. ELEMENT ADDED R CITY OF COLLEGE 5TATONS iZOLIEST. ISSUED FOR CONSTRUCTION: REISSUED FOR PERMIT: 2-10-2015 ISSUED FOR PRICING: 2-2-205 ISSUED FOR PERMIT: 12-22-2014 ISSUED FOR PRICING 12-10-2014 DESIGN DOCUMENT REVIEW SET: 8-12-2014 r ZO� n� 04 V / w- u z tf� z r - m !� 0 14tt r x t3 J la 3 Z IL ILI U V LIL 1� v A' . ;TAr DAVID CH = 1,210 1296 z ji CEMENT FIBER ISSUED FOR CONSTRUCTION: REISSUED FOR PERMIT: 2-10-2015 ISSUED FOR PRICING: 2-2-205 ISSUED FOR PERMIT: 12-22-2014 ISSUED FOR PRICING 12-10-2014 DESIGN DOCUMENT REVIEW SET: 8-12-2014 r ZO� n� 04 V / w- u z tf� z r - m !� 0 14tt r x t3 J la 3 Z IL ILI U V LIL 1� v MAT'L. 5Q. FOOTAGES sQFr. 96 I. BUILDING FACADE Sa FOOTAGE = 10,010 agft. 2. BUILDING MATERIAL SQ. FOOTAGES: BRICK = 1,210 1296 z = S,433 8596 CEMENT FIBER SD. = 301 396 ,EVIEWED FOR = 9,944 100% 3. BUILDING COLOR SQ. FOOTAGE& V L �.., COLOR 01 (BONA FIDE BEIGE 06065) - 8,433 sci COMPLIANCE COLOR 03 (AESTHETIC WHITE 01035) - 301 egftl' TOTAL = 6,134 sgftl APR 212015 E+ COLLEGES TION -I'-� 0 )E�/ELOPMEN ICES 'LAT FILED: w . 0 � cn 0 MAT'L. 5Q. FOOTAGES sQFr. 96 I. BUILDING FACADE Sa FOOTAGE = 10,010 agft. 2. BUILDING MATERIAL SQ. FOOTAGES: BRICK = 1,210 1296 SIDING = S,433 8596 CEMENT FIBER SD. = 301 396 TOTAL = 9,944 100% 3. BUILDING COLOR SQ. FOOTAGE& COLOR 01 (BONA FIDE BEIGE 06065) - 8,433 sci z COLOR 03 (AESTHETIC WHITE 01035) - 301 egftl' TOTAL = 6,134 sgftl 4. BUILDING OPENINGS SQ. FOOTAGE = 1,404'egft. BUILDING ELEV,4ITI 446 z Q BUILDING ELEV,4ITI ELEVATION NOTES 1. MAN ROOF PITCHES TO BE 4:12 UND. 6:12 ROOF PITCH a LOW ROOFS, REFER TO ROOF PLAN FOR MORE INFO 2. ALL ROOFS TO BE PREFABRICATED WOOD TRUSSES WITH PLYWOOD DECKING AND COMPOSITION SHINGLES. RE: STRUCTURAL AND SPECIFICATIONS FOR ADDITIONAL 3. TYPICAL OVERHANGS TO BE 12° FROM FACE OF FRAMING TO FACE OF FASCIA REFER TO ROOF PLAN AND STRUCTURAL FOR ADDITIONAL INFO. 4. THE GENERAL CONTRACTOR 16 TO SUBMIT SHOP DRAWINGS - PRODUCT DATA AND SAMPLES TO OWNER / ARCHITECT FOR APPROVAL MOR TO FABRICATION OF ALL MILLWOW AND WALL FINISHES. 5. REFER TO DETAIL'S FOR ADDITIONAL WINDOW AND SIDING TRIM INFOMATION. 6. REFER TO STRUCTURAL FOR SHEATHING TYPE AND LOCATIONS. 1.11/4" TEXTURED 14ARDI-PLANK SONG (WI 60 EXPOSURE). 8. CEMENT FIBER BID. WITH BATTENS TO BE SPEC. BY OWNER S. REFER TO COLUMN MANUF. FOR INSTALLATION INFO. 10. BUILDING CORNICE TRIM TO BE 611 TYR 11. FLASHING AS REQ'D AT ALL ROOF TO WALL CONTACT AREAS 12. REFER TO LANDSCAPE DRAWINGS FOR GUTTER DOWNSPOUT LOCATIONS. 13.1-1/4" TEXTURED MARDI -BD. SIDING WILL BE PANTED AS VARIOUS COLORS. NOTE, SIDING $1, SIDING #2 4 CEMENT FIBER W. WILL BE DIFFERENT COLORS PER NORT14GATE APPROVED COLORS. 14. REFER TO MEP. DRAWINGS FOR POU46PW LOCATIONS 4 W-0. GENERAL NOTES I. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE JOBSITE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS 2. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WOW WITH THE OWNER 3. THE GENERAL CONTRACTOR 16 RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND LOCAL BUILDING CODES AND GOVERNMENTAL REGULATORY AGENCIES. 4. THE GENERAL CONTRACTOR 15 TO SUBMIT SHOP DRAWINGS - PROJECT DATA AND SAMPLES TO OWNER / ARCHITECT FOR APPROVAL PRIOR TO FABRI- CATION OF ALL MILLWORK AND WALL FINISHES. 5. DO NOT SCALE ANY DRAWINGS. ANY DIMENSIONS ARE TO BE 05TANED FROM THE ARCHITECT IF NOT NOTED ON THE PRAWN64S. 6. ALL WALL DIMENSIONS ARE TO FACE OF FRAMING UKO. 1. T14E GENERAL CONTRACTOR SHALL KEEP ONE SET OF PLANS AT THE J0551TE FOR THE SPECIFIC PURPOSE OF RECORDING ACTUAL CONSTRUCTION CONDITIONS. WC14 PROJECT RECORD -DOCUMENTS SHALL BE PROVIDED To THE 004ER UPM COMPLETION OF THE PROJECT. b. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WOW, AND EQUIPMENT SUPPLIED By THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF THE RELATED WORK % THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE WORKING: DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK LEGEND 1. INDICATES WALL SECTION CUT. 2. INDICATES MATERIAL COLOR CHANGE. COLOR 01 a 50RA FIDE BEIGE %065 (SIDING) COLOR 02 ■ WINDY BLUE 06240 (SIDING) COLOR 03 = AESTHETIC WHITE 01035 (FIBER CEMENT 50.) COLOR 04 ■ ACME BOFP.4L - OLD BOSTON (BRICK) COLOR S ■ NICE WHITE %063 (TRIM) COLOR *1 = BROWSE BROWN %012 (SHINGLES) CERTAIN -TEED - MAX DEF WEATHERED 3. INDICATES DOWNSPOUT LOCATIONS 5 2x REAl. TRIM, TYP.- E, 4 P_ &-o-of L WE ------- 21--e-m-a ----------- 1-1/4' TEXTURED NA10-W. SIVINS, VV IV EXPOSURE ZD-11apal.110 -------- 21=r-mi4t ----------- calw FIBER W. - lot FLOORLM _.1'.=2jLjff ---------- EIRICK SOLDIER BRICK SOWIER EN6K AS WW. ---- ....... m ................. .... -----------------------------I=1 I a ------ MINIM Smi E■■_�■ RE 0 COW. SHIWAM AS SPED. -12 ....... . .. 12 12 12 14 1- 402 SCALE: 4d2 GARAW INTRY - COW. 5HNOLM AS 5=. 14T. ELEVATOR VENT MR COVE. 3-1-11 IDA-_ 4x IREAL TRIM, TYF. MR20115 A5 SPIZ. ----------- 2x WEAL TRIM', TYPI -GEMENT FIBER BD. 1 -v46'1 VMARDI-BD. 510146, TYP. 1 FLASHINS AS REOV. i COW 506LES AS 5FW 12'-2* R 14T. 2nd LEYEL GARAGE FLOORI.INE -------------- --------BRZK SOLDIER I2'x2O'x96"METAL BOX ANUNS. BRICK AS SPEC. GARAGE FLOORLN15 II MAT'L. 8Q. FOOTAGIES I SOFT. q. 1. BUILDING FACADE so. FOOTAGE - o;ioo a I m[1111111111 i 1,210 12% 2. BUILDING; MATERIAL SQ. FOOTAGE6, BRI 2,608 31% -5 401S ;,, 26MCNIr FIBER 5r.>. - 1,002 12% ----------- ------------ TOTAL a 8,429 ----- ..... ..... . r-:..,.� �-� -, ,�;;I� 3. BUILDING COLOR SO2. FOOTAGES: q6*X12'xlb'MTL. BOX AMI NS 4. BUILDING OPENINGS SQ. FOOTAGE = I 7 COLOR 01 (BONA FIDE BEIGE %065) a 3,503 6qft. COLOR 02 (WINDY BLUE %240)e a 1,3161 scift. pMTRIAN STAIRS WVW NNW COLOR 03 (AESTHETIC WHITE #10357.--a 1,002 eqft. 1 ISSUED FOR F`RICN1- 2-2-205 TOTAL -5,821 eqft. DES15N DOO.MT REVIEW SET. 8-12 12014 4. BUILDING Of=l=-NIWxS 5a FOOTAGE = Sw ocift. 5. BUILDING WINDOWS/DOORS So. FOOTAGE = 1,824 eqft III II■I1�■I x LLI U- ]z , tr 04 -------------------- _11111111111111111111 =IIIIIIIIIIIIIIIIIIIII x t-- ._,._ (■ IIIIIIIIIIIIIIIIIIII � 111- - ,,,�,.,�* MER I Rf WN to 11111111111'--------------- SCALE: 4d2 GARAW INTRY - COW. 5HNOLM AS 5=. 14T. ELEVATOR VENT MR COVE. 3-1-11 IDA-_ 4x IREAL TRIM, TYF. MR20115 A5 SPIZ. ----------- 2x WEAL TRIM', TYPI -GEMENT FIBER BD. 1 -v46'1 VMARDI-BD. 510146, TYP. 1 FLASHINS AS REOV. i COW 506LES AS 5FW 12'-2* R 14T. 2nd LEYEL GARAGE FLOORI.INE -------------- --------BRZK SOLDIER I2'x2O'x96"METAL BOX ANUNS. BRICK AS SPEC. GARAGE FLOORLN15 II MAT'L. 8Q. FOOTAGIES I SOFT. q. 1. BUILDING FACADE so. FOOTAGE - o;ioo a ft. i 1,210 12% 2. BUILDING; MATERIAL SQ. FOOTAGE6, BRI 2,608 31% -5 401S D1% 26MCNIr FIBER 5r.>. - 1,002 12% ----------- ------------ TOTAL a 8,429 100% 3. BUILDING COLOR SO2. FOOTAGES: q6*X12'xlb'MTL. BOX AMI NS 4. BUILDING OPENINGS SQ. FOOTAGE = I 7 COLOR 01 (BONA FIDE BEIGE %065) a 3,503 6qft. COLOR 02 (WINDY BLUE %240)e a 1,3161 scift. pMTRIAN STAIRS WVW NNW COLOR 03 (AESTHETIC WHITE #10357.--a 1,002 eqft. 1 ISSUED FOR F`RICN1- 2-2-205 TOTAL -5,821 eqft. DES15N DOO.MT REVIEW SET. 8-12 12014 4. BUILDING Of=l=-NIWxS 5a FOOTAGE = Sw ocift. 5. BUILDING WINDOWS/DOORS So. FOOTAGE = 1,824 eqft IIII_._ �I_ SOFT. I. BUILDING FACADE 80. FOOTAGE FOR MAT'L. * let 4 2nd TW RECORD COPY M TWO CNMM 16 ON Ki AT THE LEVELS ONLY i 1,210 12% 2. 151.111-DIN63 MATERIAL SQ. FOOTAA31ES: BRICK 1,210 313% SIDING 1,1302 6190 TOTAL = 3,112 100% 3. BUILDING COLOR SQ. FOOTAGES: 2nd LEVEL GARAGE FLOOIi1.PIE ............. .................. ..... .... - - ------------- ------------ ----------- ------------ COLOR 03 (AESTHETIC WHITE 01035) 301 eal BRICK 5=1ER OC q6*X12'xlb'MTL. BOX AMI NS 4. BUILDING OPENINGS SQ. FOOTAGE = I 7 sqft. -do GAR4W FLOOR -M pMTRIAN STAIRS WVW NNW rm RE -ISSUED FOR PERMIT: 2-107,205 1 ISSUED FOR F`RICN1- 2-2-205 11 18SUIED FOR PEWIT: 12-4-2014 [saw FOR PRICNG: 112-1�-2014 DES15N DOO.MT REVIEW SET. 8-12 12014 C4 t - IP x LLI U- ]z , tr 04 -------------------- _11111111111111111111 =IIIIIIIIIIIIIIIIIIIII x t-- ._,._ 3: to SM F-4 etc: momimb IIII - :111111111111111111111 ■ I w a I 11M 0 � Im BUILDING . . . . . . . . . . Omil TO &ARA6E T'*rf=E I REAR ELEVATION MAT'L. SQ. FOOT AGES SOFT. I. BUILDING FACADE 80. FOOTAGE FOR MAT'L. * let 4 2nd TW RECORD COPY M TWO CNMM 16 ON Ki AT THE LEVELS ONLY i 1,210 12% 2. 151.111-DIN63 MATERIAL SQ. FOOTAA31ES: BRICK 1,210 313% SIDING 1,1302 6190 TOTAL = 3,112 100% SCALE: 5/52" = 11-011 P -M, MAT'L. SQ. FOOTAGE5 FLASHING A5 R6Q'D. I. BUILDING FACADE SO. FOOTAGE - 10,010 acift. TW RECORD COPY M TWO CNMM 16 ON Ki AT THE 2. BUILDING MATERIAL. SQ. FOOTAGES. BRICK i 1,210 12% ---------------------- --------------------------------- 1111111 Tir - - M. HL ------------ --- 7 .. ......................................... .......................... - MCK SOLDIER ewGK A5 SPEC. 3. BUILDING COLOR SQ. FOOTAGES: 2nd LEVEL GARAGE FLOOIi1.PIE ............. .................. ..... .... - - ------------- ------------ ----------- ------------ COLOR 03 (AESTHETIC WHITE 01035) 301 eal BRICK 5=1ER OC q6*X12'xlb'MTL. BOX AMI NS 4. BUILDING OPENINGS SQ. FOOTAGE = I 7 sqft. -do GAR4W FLOOR -M pMTRIAN STAIRS WVW NNW ISSUED FOR CONSTRZT10% 3-20205 MAT'L. SQ. FOOTAGE5 SQFiT. I. BUILDING FACADE SO. FOOTAGE - 10,010 acift. TW RECORD COPY M TWO CNMM 16 ON Ki AT THE 2. BUILDING MATERIAL. SQ. FOOTAGES. BRICK i 1,210 12% SIDING = 8,433 96% CEMENT FIBER ED. 301 3% TOTAL 9,944 100% 3. BUILDING COLOR SQ. FOOTAGES: CO'PLIMM WITH THE MW 05OAFV aFF p4 NERD' I%LEB. 1 6 COLOR 01 (BONA FIDE BEIGE %065) 9,433 ocift. DRAWN BY: COLOR 03 (AESTHETIC WHITE 01035) 301 eal ft. TOTAL 8,7134 eqlft. IIII 4. BUILDING OPENINGS SQ. FOOTAGE = I 7 sqft. W 5ULDING ELEVATIONS TW RECORD COPY M TWO CNMM 16 ON Ki AT THE OFFICE OF KTA A1qC14nWT8 AND :=PAWW FKWY RCHARDW TX M=IC 00011WT 18 FELEABW FOR THE PINiP08E8 CF RUEM", COMNATIM AND OR FACILITY MA4AGEMENt MM THE AUTHORITY OF I)AYX KOW44 M%64), ON ANY momrwfawo) To Two DRMM SHALL BE iN CO'PLIMM WITH THE MW 05OAFV aFF p4 NERD' I%LEB. 1 6 jd2014 N.T.S. Asr-wimr-TS 4 PLAWERS, INC. ALL RIGHTS RESERVED DRAWN BY: CHECKED BY: StARt DATE: REVISIONS: IIII A -do III ISSUED FOR CONSTRZT10% 3-20205 RE -ISSUED FOR PERMIT: 2-107,205 1 ISSUED FOR F`RICN1- 2-2-205 11 18SUIED FOR PEWIT: 12-4-2014 [saw FOR PRICNG: 112-1�-2014 DES15N DOO.MT REVIEW SET. 8-12 12014 C4 t - IP x LLI U- ]z , tr 04 I- x t-- 3: to F-4 etc: 5ULDING ELEVATIONS ELEVATION NOTES 1. MAIN ROOF PITCHES TO BE 4:12 UN.O. 6.12 ROOF PITCH ® LOW ROOFS. REFER TO ROOF PLAN FOR MORE INFO. 2. ALL ROM TO BE PREFABRICATED WOOD TRUSSES WITH PLYWOOD DECKING AND COMPOSITION SHINGLES RE: STRUCTURAL AND SPECIFICATIONS FOR ADDITIONAL 3. TYPICAL OVERHANGS TO BE 12" FROM FACE OF FRAMING TO FACE OF FASCIA REFER TO ROOF PLAN AND STRUCTURAL FOR ADDITIONAL INFO. 4. THE ORAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS - PRODUCT DATA AND SAMPLES TO OWNER / ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF ALL MILLWORK AND WALL FINISHES 5. REFER TO DETAIL'S FOR ADDITIONAL WINDOW AND SIDING TRIM INFOMATION. 6. REFER TO STRUCTURAL FOR SHEATHING: TYPE AND LOCATIONS. 1.114" TEXTURED 14ARDI-PLANK SIDING (W/ 6" EXPOSURE). 8. CEMENT FIBER BP. WITH BATTENS TO BE SPEC. BY OWNER 5. REFER TO COLUMN MANUF. FOR INSTALLATION INFO. 10. BUILDING: CORNICE TRIM TD BE 6" TYR IL FLASHING: AS REO D AT ALL ROOF TO WALL CONTACT AREAS 12. REFER TO LANDSCAPE DRAWINGS FOR GUTTER POWNSPOUT LOCATIONS. 13.1-1/4" TEXTURED HARDI-BD. SIDING WILL BE PAINTED AS VARIOUS COLORS. NOTE, SIDING M, SIDING n t CEMENT FIBER BD. WILL BE DIFFERENT COLORS PER NORTHGATE APPROVED COLORS. 14. REFER TO MEP. DRAWINGS FOR DOWNSPOUT LOCATIONS 4 INFO. GENERAL NOTES I. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE JOBSITE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE OWNER 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND LOCAL BUILDING CODES AND GOVERNMENTAL REGULATORY AGENCIES. 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS - PROJECT DATA AND SAMPLES TO OWNER / ARCHITECT FOR APPROVAL PRIOR TO FAN3RI- CATION OF ALL MILLWORK AND WALL FINISHES. 5. DO NOT SCALE ANY DRAWl ANY DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS, 6. ALL WALL DIMENSIONS ARE TO FACE OF FRAMING UNA. 1. THE GENERAL CONTRACTOR SHAD. KEEP ONE SET OF PLANS AT THE J0561TE FOR THE SPECIFIC PURPOSE OF RECORDING: ACTUAL CONSTRICTION CONDITIONS. SUCH PROJECT RECORD -DOCUMENTS SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE PROJECT * THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR TD THE START OF THE RELATED WORK. 3 THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK LEGEND I. INDICATES WALL SECTION CUT. 2. INDICATES MATERIAL COLOR CHANGE. COLOR 01 = BONA FIDE BEIGE %065 (SIDING) COLOR 02 WINDY BLUE %240 (SIDING) � COLOR 03 = AESTHETIC WHITE 01035 (FIBER CEMENT BD.) COLOR 04 = ACME BORAL - OLD BOSTON (BRICK) COLOR 45 ■ NICE WHITE %063 (TRIM) COLOR r = BROWSE BROWN %012 (SHINGLES) CERTAIN -TEED - MAX DEF WEATHERED 3. INDICATES DOWNSPOUT LOCATIONS 4:12 4 M A5HiN6 AS RWV. - COW. 5HINSLES AS 5FEG. 12 0'-2• E W. -----------2nd LEVEL "WISE F --------------------------------- ---------- =2 ------------- 13MCK SOLDIER BOX AINS 4NETALL 97-- BRICK AS SPED. MAT'L. SQ. FOOTAGES SQF-T. 1. BUILDING FACADE SQ. FOOTAGE _�. x,100 egft. I'' 2. BUILDING MATERIAL SQ, FOOTAGES: BRICK = 2b08 31% SIDING = 4019 51% CEMENT FIBER BD. ■ 1002 129 4. BUILDING OPENINGS SQ. FOOTAGE 1,404 sgft. TOTAL ■ 8,429 100% 3. BUILDING COLOR SQ. FOOTAGES: 0 COLOR 01 (BONA FIDE BEIGE %065) ■ 3"3 agft. COLOR *2 (WINDY BLUE %240) ■ 1,316'sgft. z COLOR 03 (AESTHETIC WHITE 0'i035) = 1002 sqft. TOTAL - 5,821' egft. 4. BUILDING OPENINGS SQ. FOOTAGE =I' `380 sgft. 5. BUILDING WINDOWS/DOORS SQ. FOOTAGE _'' 1024 egft. BUILpING TYPE 1 - REAR ELEVATION MAT'L. SQ. FOOTAGES SOFT. I. BUILDING FACADE SQ. FOOTAGE FOR MAT'L. St tet 4 2nd LEVELS ONLY 2. BUILDING MATERIAL SQ. FOOTAGES: BRICK 1,210 31390 SIDING 1,902 61% TOTAL ■ 3,112 100% SCALE: 3/32" = 1'-0" 1FE RECORD COPY CF TWO DRAllINCa 18 CN FU AT THE C WCE OF NTA ARCNITECTS AND PLANNERS NC. 401 80NESO PWOY Rl WADSCK TX ISM TNIS MtCTIWNIC DOGIPENT 18 RELEASED FOR TW PURPOSE -8 GF Rl, COORDNATION, AND OR FAiGiLItY MANASS IENt WOER THE A nVRTY OF DAYIC9 KIRGH [13664), ON ANY MODIRI IONlB) TO TWO DRAWWj BE N WWI WITH THE TEXAS WARD CF EYA M& IWM. ®2014 NTb. ARCHITECTS 4 PLANNERS, �. ALL RIGHTS RESERVEp DRAWN BY: CHECKED BY: START DATE: RE V151ON5: ISSUED FOR CC7NSTRUCTIO RE -ISSUED FOR FER!"IIT: 2 -10 - MAT'L. SQ. FOOTAGES SQFT. 1. BUILDING FACADE SQ. FOOTAGE - 10010 sgft. 2. BUILDING MATERIAL SQ. FOOTAGES. BRICK ■ 1,210 12% SIDING = 8,433 85% CEMENT FIBER BD. = 301 3% TOTAL -9,S44 100% 3. BUILDING COLOR SQ. FOOTAGES: COLOR 01 (BONA FIDE BEIGE *6065) ■ 8,433 egft. COLOR 03 (AESTHETIC WHITE 01035) = 301 egft. TOTAL ■ 8,134 egft. 4. BUILDING OPENINGS SQ. FOOTAGE 1,404 sgft. u 1FE RECORD COPY CF TWO DRAllINCa 18 CN FU AT THE C WCE OF NTA ARCNITECTS AND PLANNERS NC. 401 80NESO PWOY Rl WADSCK TX ISM TNIS MtCTIWNIC DOGIPENT 18 RELEASED FOR TW PURPOSE -8 GF Rl, COORDNATION, AND OR FAiGiLItY MANASS IENt WOER THE A nVRTY OF DAYIC9 KIRGH [13664), ON ANY MODIRI IONlB) TO TWO DRAWWj BE N WWI WITH THE TEXAS WARD CF EYA M& IWM. ®2014 NTb. ARCHITECTS 4 PLANNERS, �. ALL RIGHTS RESERVEp DRAWN BY: CHECKED BY: START DATE: RE V151ON5: ISSUED FOR CC7NSTRUCTIO (A) RE -ISSUED FOR FER!"IIT: 2 -10 - ISSUED FOR PRICING:: 2-2-2 ISSUED FOR PERMIT: 12-22• z ISSUED FOR PRICING: 12-10 1-I DESIGN DOCUMENT REVIEW SET: 8-12- ® 0 r z C4 Q z :oij Z N OL � tl Rs d7 3 10- V W � � Q (� V' V • V (A) -+-d l z 1-I ® E -I W � � V 6UILDIA1Cs ELEVATIONS N.T.5 ,4RGHITEGT5 4 PLANNEi?5, ING. 401 BUSINESS FAWWAY, RICHARDSON, TX 15081 PH. 1312. 6613. 4116 www. ntsarchitects com FAX 912.669.4111 ARCHITECT: DAVE KIRCH, OWNER / ARCHITECT PROJECT ARCHITECT: DARRYL DABBS CS SECOND STREET APT. II, LLC. 16800 Westgrove Dr. Ste., #600 Addison, TX 75001 Ph. (214) 265-8686 OWNER SENECA INVESTMENTS 16800 Westgrove Dr. Ste., #100 Addison, TX 75001 Ph. (214) 265-8686 DEVELOPER Contact: JAY JAMBOR KWA. CONSTRUCTION LP. 16800 Westgrove Dr. Ste., #100 Addison, TX 75001 Ph. (214) 978-0177 Fax (214) 499-1052 le 2.11 W6161,11112TT81 to] Contact: KELLER WEBSTER BY OWNER SCHULTZ ENG. 2730 Longmire Dr. Ste., A College Station, TX 75845 Ph. (979) 764-3900 Fax (979) 764-3910 CIVIL ENG. BY OWNER STRONG SURVEYOR ---- 1722 BROADMOORE. Ste., 105 Bryan, TX 75802 Ph. (979) 776-9836 SURVEYOR, VIEWTECH 4205 BELTWAY dR. Addison, Texas 75001 972-661-8187 W Contact: ViCTOR LISSIAK BY OWNER LWANDA & COMPANY 6136 FRISCO SQUARE BLVD. STE. #400 FRISCO, TX 75034 PH. (469) 287-5488 Fax (469) 287-5489 '7iI�r Contact: PETER O'BARA BY OWNER GRUBBS DESIGN GROUP 403 S. TENNESSE McKINNEY, TX 75069 PH. (972) 839-0079 LANDSCAPE ARCHITECT Contact: JOE GRUBBS BY OWNER TEAL SYSTEMS 6610 STILLWELL HOUSTON, TX 77087 Ph. (210) 212-9360 Fax (830) 372-4365 BOILER SYSTEM Contact: GAREY WILLBANKS BY OWNER INSPEC Construction Administration and Specifications 3737 Mapleshade Lane Plano, Texas 75075 972-331-9080 SPECIFICATIONS Contact: STEVE BROWN BY OWNER 2nd Street -Apt. CS SECOND STREET APT. II, LLC. College Station, Tx ARCH I TEGTURAL- i • v • I..Jii . -.L i i i i iJ - -• Aildl COVER SHEET Al -02 GENERAL NOTES, INFORMATION 4 BUILDNG CALC'S. Ai.03 SITE PLAN Ai.03a SITE ADDRESS PLAN Ai04 OMITTED A105 DOOR 4 WINDOW SCHEDULES 4 NOTES At06 HANDICAP NOTES AlOba HANDICAP NOTES A1.06b HANDICAP NOTES A1.06d HANDICAP NOTES Ai.01 UNDERWRITERS LABORATORIES INFORMATION A1.01a UNDERWRITERS LABORATORIES INFORMATION A101b UNDERWRITERS LABORATORIES INFORMATION A101a UNDERWRITERS LABORATORIES W-ORMATiON Ai01d UNDERWRITERS LABORATORIES INFORMATION Addle UNDERWRITERS LABORATORIES INFORMATION LE6AL PE5rfRIP. 8 GODS INFO. SECOND STREET APT. W.G. BDYETT E5TATE PARTITION LOTS I-8, BLOCK 20 VOL. 100, P6. 440 COLLEGE 5TATION, BRAZO5 COUNTY, TEXAS. TYPICAL BUiLDING MATERIALS: NALL: BRICK, SIDING, GEMENT FIBER 517. ROOF: COMP. 5141N&LE5. CODE I NFO.: BUILDING CODE: 2012 ISG MECHANICAL G017E: 2012 I.M.C. ELECTRICAL CODE: 2011 N.E.G. PLUMBING CODE: 2012 I.P.G. INTERNATIONAL ENERGY CONSERVATION GORE: 2012 I.E.G.G.. INTERNATIONAL LIFE SAFETY GORE: 2012 I.E.C.C.. INTERNATIONAL FIRE CODE: 2012 I.E.G.G.. ZONING: NG -5 OCCUPANCY: GARAGES 52 - TYPE IA (FIRE 'SPRINKLERED) (All two story or greater buildings to be sprinkled NFPA-13 system). APARTMENTS: R2 - TYPE 3A (FIRE SPRINKLERED) (All two story or greater buildings to be sprinkled NF -PA -13 system), ALLOWABLE FLOOR AREAS PER TABLE 503: BASE AREA ALLOWED (TABLE 503) = 24,000 50.FT. PER FLOOR R A r1AW I N I N L�) E X MGH.-ELEGT.-PLUMB. • I 171Zt1xi 1 1 1 1 .Ljal y v• LAND50AFE A2.01 Al - UNIT PLANS 4 INTERIOR ELEVATIONS A2M BI - MIT PLANS 4 INTERIOR ELEVATIONS A2Ma BI anal - MIT PLANS 4 INTERIOR ELEVATIONS Af _ - LOSBIEg 4 LEASING OFFICE � _ ` BY OANER ©ANE A4J0 BUILDING I FIRST LEVEL GARAGE FLOOR PLAN 4 NOTES A4J1 BUILDING 1 - SECOND LEVEL GARAGE FLOOR PLAN 4 NOTES All BUILDING 1 - FIRST FLOOR UNIT PLAN'4 NOTES A4J3 BUILDING I - SECOND FLOOR UNIT PLAN 4 NOTES A4.14 BUILDING 1 - THIRD FLOOR UNIT PLAN 4 NOTES A427 BUILDING I - FOURTH FLOOR PLAN 4 NOTES A4.16 BUILDING 1 - ROOF PLAN 4 NOTES A41ba BUILDING i - LOW LEVEL ROOF PLAN 4 NOTES A411 BUILDING 1 - ELEVATIONS 4 NOTES A4.18 BUILDIiG 1 - ELEVATIONS 4 NOTES AS -10 SCHEMATIC STAIR SECTIONS A820 SCHEMATIC WALL SECTIONS A8.21 SCHEMATIC WALL SECTIONS A9,01 DETAILS A9.02 DETAILS A9,03 DETAILS A904 DETAILS AS05 DETAILS CIVIL ' STRUCTURAL NO. SHEET TITLE NO. SHEET TITLE BY ONNER PRINT LOG • # OF SETS / SiZE DATE 4 DESCRIPTION 1 1 SET OF 2436 8-13-2014 - SCHEMATIC DESIGN SET (PDF'S) 2 2 SET OF 2436 8-13-2014 - DESIGN DOCIl SET (POP'S) 3 2 SET OF 2436 12-10-2014 - 5Mo DOCUMENT SET (POP'S) 4 2 SET OF 2436 12-22-2014 - iSSUE FOR PERMIT SET (POP'S) UNIT MIX / PRO6RPM TYPE FLOOR PLAN SQUARE FOOTASE NUMBER TOTAL SG2UARE FOOTASE OF UNIT OF UNIT OF UNIT OF UNITS OF UNITS Al I 5EDROOM-1 BATH 526 56 2ai,456 BI 2 BEDROOM -2 BATH alai -12 58,ai68 FLOOR (I TOTAL 128 88,424 TOTAL SOFT OVERALL SOFT. PARKING PROVIDED 180 TYPE FLOOR PLAN BEDROOM NUMBER TOTAL BEDROOM nF UNIT OF UNIT COUNT_ OF UNITS �OUNT Al I BEDROOM -1 BATH lea. 56 1156 51 2 BEDROOM -2 BATH 200. 12 1144 FLOOR PER FLOOR TOTAL OO TEXAS DEPARTMENT OF LICENSING AND REWLATION #(TDLR): 1- �'ROGRA�I� BUILDINGUNITS TYPE UNIT DE50RI PTI ON FLOOR PER FLOOR A/C SOFT. UNIT CORRIDOR SOFT. TOTAL SOFT OVERALL SOFT. Al 1 BEDROOM I BATHROOM 15T 14 526 X 526x14 = 1,364 2ai,456 2ND 14 526 X 526x14 = 7,364 3RD 14 526 X 526x 14 = 1,364 526x 14 = 164 4TH 14 526 X BI 2 BEDROOM 2 BATHROOM 15T 15 8114 X 51dIX0 = 1411142 8114x114 = 14742 8114x114 = 14;742 58,-6b 2ND IS 8114 X 3RD 15 SIQ X 4TH 18 glq X 81axIP = 14111742 CORRIDORS IST X X 4,167 4167 I b,668 2ND X X 4,161 4167 5RD X X 4,16-7 4167 4TH X X 4,16? 4167 STAIRS 15T 2 402 X O2 1,608 2ND 2 402 X 402 " 3RD 2 402 X 402 4TH 2 ;402 X 402 STORAGES IST 7 _X X63 1,205 2ND 3RD 1 D 10 X X X X 314 514 4TH 10 X X 314 UNISEX REST ROOMS IST 250 X 50x2 = h100 IDD UNIT FLOOR LEVEL TOTAL 108,005 �I I GARAGE LEVEL#I GAR. I I X 55,44 33,644 STAIR #1 SAR. I 1 1141 X 1141 1411 STAIR #2 GAR. I 1 205 X 205 205 R15ER PUMP ROOM GAR. I I X X 88 88 LOBBY #1 GAR. I i 128 X �28 126 LOBBY #2 GAR. I 1 215 X #1_9 215 OFFICE GAR. 1 1 145 X 1;45 148 LEASING SAR I 1 2140 X 250 2-O LEASING RESTROOM GAR. 1 I 52 X 152 52 MAIL SAR.I 1 127 X 121 1217 ELEV. a EQUIP. RM. #2 GAR. I 1 141 X ��117 01'7 TRASH COMPACTOR GAR. I I X X103 403 GARAGE LEVEL#2 GAR. 2 I X 34;3142 34,3-2 STAIR #1 GAR. 2 I 1141 X 1147 I-1 STAIR #2 GAR. 2 I 205 405 205 LOBBY #3 GAR. 2 I 112 _X 112 112 LOBBY #4 GAR. 2 I 85 X 83 a3 BOILER RM. GAR. 2 I X X 405 405 ELEV. $ EQUIP. RM. #1 GAR. 2 1 X X P2 62 PHONE EQUIPMENT RM. GAR. 2 1 X X 1 0 1 411 STORAGE 6AR.2 1 X X 83 83 GARAGE LEVEL I GARAGE LEVEL 2 35 � 142 33,636 FIRST FLOOR 27,03a SECOND FLOOR 26, -b - THIRD FLOOR FOURTH FLOOR FLOOR TOTAL �j COURTYARD AREA @ Ist LEVEL 1'1'1,233 8,000 7HE RECORD COPY OF *NIS DRAWM IS ON PILE AT THE CFRCE OF N.T.S. ARCHRECiS AND PLAN INC. 401 B ISM MW RIG S X TX 1WSI. THiS ELECTRONIC 12-22-2014 � T,�TW FUIiii AND OR Iii n MANAGEMENT OVPER THE AUTHORITY, OF DAMP KIRCH (13664), ON ANY M OSCAT W$) TO NIS DRAWING SHALL BE IN CCMPLIANGE WTH THE TEXAS WAM OF EXAMIiM' 10 RULES, (�)7014 I LTA ARCHITECTS a FL QNNER5, INC. ALL RIGHTS is'EW ED DRAWN BY: CHECKED 5Y: START DATE: REViSION5: SEAL •.s 1" DAV DH WED FOR CONSTRUCTIM ISSUED FOR PERMIT: 12-22-2014 ISSUED FOR PRICING:i 12-10-2014 DESIGN DOCUMENT iZVIEW SET: 8-12-2014 I! W W Cn A 1.01 COYER SHEET ELEVATION MOTES 1. MAIN ROOF PITCHES TO BE 4:12 UN.O.6:12 ROOF PITCH a LOW ROOFS. REFER TO ROOF PLAN FOR MORE INFO. 2, ALL ROOFS TO BE PREFABRICATED WOOD TRUSSES WITH PLYWOOD DECKING AND COMPOSITION SHINGLES. RE: STRUCTURAL AND SPECIFICATIONS FOR ADDITIONAL 3. TYPICAL OVERHANGS TO BE 12" FROM FACE OF FRAMING TO FACE OF FASCIA, REFER TO ROOF PLAN AND STRUCTURAL FOR ADDITIONAL INFO. 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS - PRODUCT DATA AND SAMPLES TO OWNER / ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF ALL MILLWORK AND WALL FINISHES. 5. REFER TO DETAIL'S FOR ADDITIONAL WINDOW AND SIDING TRIM INFOMATION. 6. REFER TO STRUCTURAL FOR SHEATHING TYPE AND LOCATIONS. 1.111/4" TEXTURED HARDI-PLANK SIDING (W/ 6" EXPOSURE). 8. CEMENT FIBER BD. WITH BATTENS TO BE SPEC. BY OWNER S, REFER TO COLUMN MANUF. FOR INSTALLATION INFO. 10. BUILDING COIRNICE TRIM TO BE 6" TYR 11. FLASHING AS REQV AT ALL ROOF TO WALL CONTACT AREAS 12, REFER TO LANDSCAPE DRAWINGS FOR GUTTER DOWNSPOUT LOCATIONS. 13.1-1/4" TEXTURED HARDI-BD. SIDINS WILL BE FAINTED A5 VARI019 COLORS. NOTE, SIDING #14 SIDING #2 WILL BE DIFFERENT COLORS FM NORTHSATE APPROVED COLORS, LEGEND 1. INDICATES WALL SECTION CUT. 2. INDICATES MATERIAL COLOR CHANGE. COLOR 01 = BONA FIDE BEIGE *6065 COLOR *2 = WINDY BLUE %240 Fol COLOR *3 = AESTHETIC WHITE *1035 � COLOR *4 = NICE WHITE *6063 ELEVATOR VENT GENERAL NOTE5 I. BUILDING FACADE SOL FOOTAGE - 5,802 sq 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE JOBSITE. C,� NT FIBER W. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE CONDITIONS AS THEY YR ARE NOTED ON THE DRAWINGS. MENT' 2. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WOW, WITH THE OWNER CORRIDOR BEYOND 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL COLOR *1 (BONA FIDE BEIGE "6065) = 3,323 STATE AND LOCAL BUILDING CODES AND GOVERNMENTAL REGULATORY -16OLOR 02 (WINDY BLUE *6240) 1,31 *3 AGENCIES. 5-00R 4. THE GENERAL CONTRACTOR 16 TO SUBMIT SHOP DRAWINGS - PROJECT DATA - TOTAL = 5,624 AND SAMPLES TO OWNER / ARCHITECT FOR APPROVAL PRIOR TO FABRI- CATION OF ALL MILLWORK AM WALL FINISHES. � ^ 5. DO NOT SCALE ANY DRAWINGS. ANY DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS. r�^ ru '�� 6. ALL WALL DIMENSIONS ARE TO FACE OF FRAMING UN.O, W/ 6" EXP05URE T THE GENERAL CONTRACTOR SHALL KEEP ONE SET OF PLANS AT THE JOBSITE FLASHINS AS REQUIRED FOR THE SPECIFIC PURPOSE OF RECORDING ACTUAL CONSTRUCTION 4-) CONDITIONS. SUCH PROJECT RECORD -DOCUMENTS SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE PROJECT. BRICK ROWLOCK A5 SPEC. S. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT SUPPLIED BY THE OWNER 4:12 ROOF SLOPE OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START FLASHING A5 REQUIRED OF THE RELATED WORK 9. THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR BRICK SOLDIER COORDINATION OF WORiK BRICK AS SPEC. LEGEND 1. INDICATES WALL SECTION CUT. 2. INDICATES MATERIAL COLOR CHANGE. COLOR 01 = BONA FIDE BEIGE *6065 COLOR *2 = WINDY BLUE %240 Fol COLOR *3 = AESTHETIC WHITE *1035 � COLOR *4 = NICE WHITE *6063 ELEVATOR VENT I. BUILDING FACADE SOL FOOTAGE - 5,802 sq t I C,� NT FIBER W. -3011 YR 49as MENT' _4Jl4.fl TOTAL = 8,635 CORRIDOR BEYOND COLOR *1 (BONA FIDE BEIGE "6065) = 3,323 42' HT METAL RAILINS, TYP. -16OLOR 02 (WINDY BLUE *6240) 1,31 *3 sclft. 5-00R egft. - TOTAL = 5,624 2x VZAL TRIM' CB4ENT FIBER BD. � ^ W r�^ ru '�� 1-V4" TEXTURED HARDI-BD. SONS, TYP. W/ 6" EXP05URE FLASHINS AS REQUIRED 4-) let FL.00RLM E BRICK ROWLOCK A5 SPEC. cn 4:12 ROOF SLOPE FLASHING A5 REQUIRED ���Eyy���LNE, 2FtOOR4 BRICK SOLDIER BRICK AS SPEC. u M CEMENT FIBER BD. BEYOND AbN12"x18" MTL. Second Street <_ BUILDING T�'}=E 1 - LEST ELEVATION b7' -b" 61-G. HT. FROM MIDFONT OF ROOF 4:12 10'-201214T. SCALE: 3/32" = 1'-0" Cherry Street BUILDING T�'PE 1 - FRONT ELEVATION. 5CALE: 3/132" = 1'-0" WIM= 3✓, 3D. SIDIN6, TYP. C. MAT'L. SQ. FOOTAGES I. BUILDING FACADE SOL FOOTAGE - 5,802 sq 2. BUILDING MATERIAL 60. FOOTAGES: BRICK -3011 GEIN 49as MENT' FIBER BD. _ TOTAL = 8,635 3. BUILDING COLOR SQ. POOTAGES: COLOR *1 (BONA FIDE BEIGE "6065) = 3,323 sclft. -16OLOR 02 (WINDY BLUE *6240) 1,31 *3 sclft. ,/COLOR (AESTHETIC WHITE *1035) = e65 egft. - TOTAL = 5,624 sqft. COMP. SHINGLES AS SFEC. _11" R HT__ -� Z.2 - ----- --------- $LLES-14 --------- �) a. • .. o Ilol 2x 'REAL TRIM' Ell GEMENT FIBER BD. --------- -- ---------- -2W2P1pmmRi------ --------- ---------- 9' - I HT_---- 1-1/4" TEXTUPED HARDI-BD, SPINS, TYP. W/ b' EXPOSURE FLA5HIN3 A5 REQUIRED ROOFINS AS SPEC. _-- -- let FLOORLNE ----------- - --------- BRICK SOLDIER OPENINS YV 1-1/4"' "�HARDI-BD. SIDINS, TVP. 2nd LEVEL f --------- LO INE GARAGE LOORL --- - E IF -- ---------- l�li?i------- BRICK SOLDIER OPENING GAR? 5E B�EYO TO BRICK AS SPEC. -MAT'L. SQ. FOOT AGE S I. BUILDING FACADE: SOL FOOTAGE = 9,103 scgft. 2. BUILDING MATERIAL SO2. FOOTAGES: BRICK SIDING = 4,411 CEMENT IBER BD. = 1,925 TOTAL = 9,299 3. BUILDING COLOR SQ. FOOTAC-ES: COLOR *1 (BONA FIDE SEICsE "6065) = 3,324 scjft. ✓COLOR *2 (WINDY BLUE *6240) = 1,048 sclft. ;,,60LOR *3 (AESTHETIC WHITE *1035) = 1,925 ggft. TOTAL - 6,291/ s1/ qft. THE RECORD COPY OF THIS PRA LIM 18 ON FILE AT THE OFFICE OF RT.S. ARCHITECTS AND FLAIl RS INa 401 SMNESS FKW MCNAIRDSON, Tx 75081. THIS EiEwnwigic DOWSM 16 FS EASED FOR THE FURF'OM8 OF REFERIBICE, COORDINATION, AI0 OR FACILITY MANAGEMEW UNDER TIE AUTHORITY OF DAVID KJRCH (13664), ON ANY MODIFICATIOWS) TO THIS DRAWING SHALL EE IN COMFLIANCE WITH THE TEXAS E+OARD OF EXAMINERS' WLES. ®2014 N.T.S. ARCHITECTS < F'LANNERi,''IAIC ALL f21CsHT. te^ESERVED DRAWN BY: CHECKED BY: START DATE: REVISIONS: ISSUED FOR CONSTRZTION: ISSUED FOR PERMIT: 12-22-2014 ISSUED FOR PRICING: 12-10,--2014 DESIGN DOCUMENT SEvIEW SET: 8-12-2014 � 1 5UILDING ELEVATIONS W � ^ W r�^ ru '�� 4-) E cn V 1 V C). �I 1 � 1 5UILDING ELEVATIONS ELEVATION NOTE5 1. MAIN P40F PITCHES TO BE 4:12 UNA. 6:12 ROOF PITCH @ LOW ROOFS. REFER TO ROOF PLAN FOR MORE W. 2. ALL ROOFS TO BE PREFABRICATED WOOD TRUSSES WITH PLYWOOD DECKING AND COMPOSITION SHINGLES. RE: STRUCTURAL AND SPECIFICATIONS FOR ADDITIONAL 3. TYPICAL OVERHANGS TO BE 12" FROM FACE OF FRAMING TO FACE OF FASCIA, REFER TO ROOF PLAN AND STRUCTURAL FOR ADDITIONAL INFO, 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS - PRODUCT DATA AND SAMPLES TO OWNER / ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF ALL MILLWORK AND WALL FINISHES 5. REFER TO DETAIL'S FOR ADDITIONAL WINDOW AND SIDING TRIM INFOMATION. 6. REFER TO STRUCTURAL FOR SHEATHING TYPE AND LOCATIONS. 1. T14" TEXTURED HARDI-PLANK SIDING (W/ 6" EXPOSURE). S. CEMENT FIBER BD. WITH BATTENS TO BE SPEC. BY OWNER B, REFER TO COLUMN MANUF. FOR INSTALLATION INFO. 10. BUILDING CORNICE TRIM TO BE 6" TYR 11. FLASHING AS REO'D AT ALL ROOF TO WALL CONTACT AREAS 12. REFER TO LANDSCAPE DRAWINGS FOR GUTTER DOUNSPOUT LOCATIONS. 15.1-1/4" TEX URED MARDI -BD. SIDING WILL BE PAINTED A5 VARIOUS COLORS. NOTE, 51DIN6 014 5117INS #2 WILL BE DIFFERENT COLORS PER NORT1`16ATE APPROVED COLORS. GENERAL NOTES I. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE JOBSITE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE OWNER 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND LOCAL BUILDING CODES AND GOVERNMENTAL REGULATORY AGENCIES. 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS - PROJECT DATA AND SAMPLES TO OWNER / ARCHITECT FOR APPROVAL PRIOR TO FABRI- CATION OF ALL MILLWORK AND WALL FINISHES. 5. DO NOT SCALE ANY DRAWINGS. ANY DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS. 6. ALL WALL DIMENSIONS ARE TO FACE OF FRAMING LIX0. 1, THE GENERAL CONTRACTOR SHALL KEEP ONE SET OF PLANS AT THE JOBSITE FOR THE SPECIFIC PURPOSE OF RECORDING ACTUAL CONSTRUCTION CONDITIONS. SUCH PROJECT RECORD -DOCUMENTS SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE PROJECT. * THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORD AND EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF THE RELATED WORK * THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR COORDINATION O- WORK. re 2x REAL TRIM', TYP.— RI 1-1/4' TEXTURED HARDI-BD. 510116, At b" EXPOSURE 2v_t .FtL-----__ `d'J.'_B.HL----------- CEMENT FIBER BD. BRICK SOLDIER BRICK SOLDIER BRICK AS SPEC. THE F-ECORO COPY CF •1.1418 DRA1NNG 18 ON FILE AT 7NI= COOFD..- FACLITY ANY .. • ORA" 5RAILL BE IN CalKIANCWAFV• E.. l- 2014 KT.64A - PRAUN 5Y- CHECKED .START HIM M Fol MONIM loin 101 MI F1 SEAL J— U� — �I— — ■��• - an ��I Fm n _© I i®i _©ii� _ �' ��� —UMI n 0lel■ =.1=�= ■■ _��_=�_ �� _�_=■UI_ .-move lt �� ,booov 0.00Lono [LIv- Is-,"", COMP. SHINSLE5 A5 SPEC: ,Zc -= - - ---- --- - ---- a•..+.............•......_+..........................+—..•�—...-.---.iiia �ii.l —' ---—-_-—._._.. — ���rz-,—.—���,—����--0._,����,—��r.—, _. e'-=== ===� - 4 X 42 X 42 ®- CW2o 1 D . , \ CLOSED J 48 48 (FLAGS - R9-9 24" X 12" c. SIDEWALK •: R1 2AP'48 X 36 TO ONC MING CLOSED 24 X 12 :.; GEGEN D �- SIGN ON CHANNELVZING DEVICES FLAG a TRAFFIC FLOW CANOPY TREES QUANTITY SYMBOL GALLOUT COMMON NAME SCIENTIFIC NAME SIZE 3 CONDITION Iq COMMON NAME CLEYERA Gleyera Gleyera japonica 5 allon, 24" Ht./20" spread, bushy, full to ground 36 Q S.S. NANDINA Gulf Stream Nandtna Nandina domestica Gulf Stream 4" caliper, 10-12'Hb./ 200 n CWAR ELM CedarElm Uimus crasslPolia Vspr ead, 838, straight trunk 21f O HAWTHORN Pinky Hawthorn Rhaplolapels indica 'Pinky' 5 gallon, 14" HL✓12"-14" spread, bushy, full to ground 5��35 QUANTITY 5YM50L GALI.OUT COMMON NAME SCIENTIFIC NAME 51ZE RNV CONDITION Iq COMMON NAME CLEYERA Gleyera Gleyera japonica 5 allon, 24" Ht./20" spread, bushy, full to ground 36 Q S.S. NANDINA Gulf Stream Nandtna Nandina domestica Gulf Stream 5 gallon, 18" HtAX-14" spread, bushy, full to ground IOQ n RD. NANDiNA Harbour Dr wl Nandina Nandina domestica 'Harbour Dwarf' 5 gallon, 14" HVIX-14" spread, bushy, full to ground 21f O HAWTHORN Pinky Hawthorn Rhaplolapels indica 'Pinky' 5 gallon, 14" HL✓12"-14" spread, bushy, full to ground 11 O MAHONIA Soft Caress Mahonia Mahonia spp. 'Soft Caress' 3 gallon, 14" Ht./12"-14" spread, bushy, full to ground bq O MO -JO PITT. Mojo Variegated Pittosporum Pittosporum tobira 'Mojo' 5 gallon, 18" Ht./14" spread, bushy, fuil to ground 8 ►+a N.P. HOLLY Holly Neddle Point Holl Ilex cornuta 'Needle Point' 5 gallon, 24"-50" HtJ20"-26" spread, full, bushy, specimen GROUNDCOVER / MISCELLANEOUS 513 ® MONDO Mondo brass Ophlopogon japontcum I gallon, ground " spread, full, 160 EUONYMUS Winter Creeper Euonymus Euonymus fortunes 'Coloratus' I gallon, 6" HVIO" spread, full, bushy to ground 665 S.F. DECOMPOSED GRANITE 2" DEGPOMPOSiED 6R,ANITE W/ FILTER FABRIC 220 L.F. RYSERSON COMMERCIAL GRADE STEEL EDGE ALL LANDSCAPE BEDS SHALL BE EXCAVATED 2" IN DEPTH AND 501L REMOVED. THEN FILLED WITH 2" OF "PROFESSIONAL BEDDING SOIL" FROM LIVING EARTH TECHNOLOGY AND TILLED TO THE DEPTH OF 4". ALL LANDSCAPE BEDS AND TREE WELLS SHALL RECEIVE A TOP DRESSING OF 2" DEEP "FINE SHREDDED HARDWOOD MULCH" FROM LIVING EARTH TECHNOLOGY. LANV50AM CONTRACTOR TO VERIFY ALL GUANTITIE5 II - HAWTH 5 - MAHONIA a i 4- `-110 - EUONYMUS 4 - MAHONIA - I I - .S. NANj31NA X STEVEW ROLL - EUONYMUS NA -XV UNDERGROUND\ DETENMON ��,+i��•CIUTY FOUNDA\RY W. - v ��t•1�+�...�s-^ 10+F r SE9,H MOVEL- =L.��������• •j. qtr ♦��� ..tet � � w lA.2 kk � cid {/ �.�.. • .%M S<wM MP �������(1 � �oov.••�o�d � .,•.•:ter ���� �'• . � 4 NOTE: 10096 COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS 15 REG2U I RF. D IN PARKING LOT ISLANDS, SHALES AND DRA I NAGE AREAS, THE PARK I NC5 LOT SETABCK, RIGHTS OF WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. TREES LOCATED WITHIN 30' OP THE STREET I NTERSECTI ON55HALL BE TRIMMED 50 THE LOWEST BRANCHES START AT A HEIGHT OF a'. IRRIGATION SYSTEM MUST BE PROTECTED BY A PRE55URE VACUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK PLOW DEVICE, OR A DOUBLE-CHECK BACK PLOW DEVICE, AND INSTALLED A5 PER CITY ORDINANCE 25014. ALL BACK PLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORD I NANGE 25014. 0 ORATE •r -A[- 7 FOUWARYW. - HOLLAM STOMi� -�BRICK PAVE11M CrYPI - H . NANDINA 2 - ED S.F DEGOi GRAM / r 6 6.5. N.P. HOLW --' 28-M O - N.P. cis s\'o cy s SIDEWALK BENCH MODEL ?B,TM 51TE5 RB SERIES ($ ijR�sYICTOR STANLEY, INC. GPe 525 S.F - DECO 05ED GRANITE 166 L.F E06E J r.. 'OSEP IA t• �1b I IS - . r• ►,Tr ►�� . o • PITT 10 MONDO ..��* 00-4 -75 - HD. NAKOINAA 1§1 SCALE: I " = 20'-O" 0 NORTH ORNAiENTA . TREES QUANTITY SYMBOL CALL= COMMON NAME SCIENTIFIC NAME SIS Aiyp CONDITION 16(D EAST PALATKA2" HOLLY bast Palatka Holly IIeX spp. 'East Palatka Caliper - V-10' HtiW spread min., 30 Galion, limbed up 3o" ht. full, bushy tree formed, STREET LIGHT PROPOSED TO 5E REMOV -----� CU 4-0 specimen. 4 • NELLIB R. STEVENS HOLLY Nellie R. Stevens Holly Ilex cornuta 'Nellie R. Stevens' W Ht✓42" spr®ad, 5313, speclmen Z xWlh + PODOGARt'U5 Podocarpus Podoaarpus macrophylks 1 1/2" 601tper - V-10' Nt✓3' spread min., 50 6all€m, full, bushy specimen. U 1 II - HAWTH 5 - MAHONIA a i 4- `-110 - EUONYMUS 4 - MAHONIA - I I - .S. NANj31NA X STEVEW ROLL - EUONYMUS NA -XV UNDERGROUND\ DETENMON ��,+i��•CIUTY FOUNDA\RY W. - v ��t•1�+�...�s-^ 10+F r SE9,H MOVEL- =L.��������• •j. qtr ♦��� ..tet � � w lA.2 kk � cid {/ �.�.. • .%M S<wM MP �������(1 � �oov.••�o�d � .,•.•:ter ���� �'• . � 4 NOTE: 10096 COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS 15 REG2U I RF. D IN PARKING LOT ISLANDS, SHALES AND DRA I NAGE AREAS, THE PARK I NC5 LOT SETABCK, RIGHTS OF WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. TREES LOCATED WITHIN 30' OP THE STREET I NTERSECTI ON55HALL BE TRIMMED 50 THE LOWEST BRANCHES START AT A HEIGHT OF a'. IRRIGATION SYSTEM MUST BE PROTECTED BY A PRE55URE VACUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK PLOW DEVICE, OR A DOUBLE-CHECK BACK PLOW DEVICE, AND INSTALLED A5 PER CITY ORDINANCE 25014. ALL BACK PLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORD I NANGE 25014. 0 ORATE •r -A[- 7 FOUWARYW. - HOLLAM STOMi� -�BRICK PAVE11M CrYPI - H . NANDINA 2 - ED S.F DEGOi GRAM / r 6 6.5. N.P. HOLW --' 28-M O - N.P. cis s\'o cy s SIDEWALK BENCH MODEL ?B,TM 51TE5 RB SERIES ($ ijR�sYICTOR STANLEY, INC. GPe 525 S.F - DECO 05ED GRANITE 166 L.F E06E J r.. 'OSEP IA t• �1b I IS - . r• ►,Tr ►�� . o • PITT 10 MONDO ..��* 00-4 -75 - HD. NAKOINAA 1§1 SCALE: I " = 20'-O" 0 NORTH .l' (D i if U) cu CU CXD EXISTING Q STREET LIGHT PROPOSED TO 5E REMOV -----� CU 4-0 STREET L16HT t N -7 II - HAWTH 5 - MAHONIA a i 4- `-110 - EUONYMUS 4 - MAHONIA - I I - .S. NANj31NA X STEVEW ROLL - EUONYMUS NA -XV UNDERGROUND\ DETENMON ��,+i��•CIUTY FOUNDA\RY W. - v ��t•1�+�...�s-^ 10+F r SE9,H MOVEL- =L.��������• •j. qtr ♦��� ..tet � � w lA.2 kk � cid {/ �.�.. • .%M S<wM MP �������(1 � �oov.••�o�d � .,•.•:ter ���� �'• . � 4 NOTE: 10096 COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS 15 REG2U I RF. D IN PARKING LOT ISLANDS, SHALES AND DRA I NAGE AREAS, THE PARK I NC5 LOT SETABCK, RIGHTS OF WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. TREES LOCATED WITHIN 30' OP THE STREET I NTERSECTI ON55HALL BE TRIMMED 50 THE LOWEST BRANCHES START AT A HEIGHT OF a'. IRRIGATION SYSTEM MUST BE PROTECTED BY A PRE55URE VACUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK PLOW DEVICE, OR A DOUBLE-CHECK BACK PLOW DEVICE, AND INSTALLED A5 PER CITY ORDINANCE 25014. ALL BACK PLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORD I NANGE 25014. 0 ORATE •r -A[- 7 FOUWARYW. - HOLLAM STOMi� -�BRICK PAVE11M CrYPI - H . NANDINA 2 - ED S.F DEGOi GRAM / r 6 6.5. N.P. HOLW --' 28-M O - N.P. cis s\'o cy s SIDEWALK BENCH MODEL ?B,TM 51TE5 RB SERIES ($ ijR�sYICTOR STANLEY, INC. GPe 525 S.F - DECO 05ED GRANITE 166 L.F E06E J r.. 'OSEP IA t• �1b I IS - . r• ►,Tr ►�� . o • PITT 10 MONDO ..��* 00-4 -75 - HD. NAKOINAA 1§1 SCALE: I " = 20'-O" 0 NORTH Issued Ror, SIBM17TAL -k* No. 1413✓ xaie / "=20'-O 11 v awn By: JV& Date 344-20i5, U) (D i if U) cu CU CXD Q c: O CU 4-0 t N -7 N 0 c) L U 1 Issued Ror, SIBM17TAL -k* No. 1413✓ xaie / "=20'-O 11 v awn By: JV& Date 344-20i5, U) (D if U) cu CU CXD Q c: O CU 4-0 L N -7 N 0 c) L U OF T `•• • •••F�'t� JOE D. 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NANDINA Gulf Stream Nandina Nandina domestica Gulf Stream 4" caliper, 10-12' Ht./ 20 ' CZPAR EW Cedar Elm Ulm" crassifolia I' sad, 545, strath trunk 21 1 O HAWTHORN Pinky Hawthorn Rhapiolepele lndlca 'Pinky' 5 gallon, 14" Ht./12"-14" spread, bushy, full to ground 5HRU85 QUANTITY SYMBOL CALLOUT COMMON NAME SCIENTIFIC, NAME SIZE AND CONDITION Iq O GLEYERA Cleyera Cloyera japonica 5gallon, 24" Ht./20" spread, bushy, full to ground 36 ori 6 a. NANDINA Gulf Stream Nandina Nandina domestica Gulf Stream 5 gallon, 15" Ht./12"-14" spread, bus , full to ground IOa 2 H.D. NANDINA Harbour Dwarf Nondlna Nandina domestlaa 'Harbour Dwarf' 5 gallon, 14e Ht✓12"-14" spread, bushy, full to ground 21 1 O HAWTHORN Pinky Hawthorn Rhapiolepele lndlca 'Pinky' 5 gallon, 14" Ht./12"-14" spread, bushy, full to ground I'i rt O MAHONIA Soft Caress Mahonla Mahonia spp. 'Soft Caress' 5 gallon, 14" Ht./12"-14" spread, bushy, full to ground bq O MOJO PITT. Mojo Variegated Pittosporum Pittosporum tobira 'Mojo' 5 gallon, 16" Ht./14" spread, bushy, full to ground 6 Np 0 N.P. HOLLY Noddle Point Holi y Ilox cornute 'Needle Point' 5 gallon, 24" -JO" Ht./20"-26" spread, full, bushy, s eclmen 6ROUN7COVER / MISCELLANEOUS 313 ® MONDO Mondo brass Ophlopogon japonlaum Ht,/10" '� spread, full, 1 �y to ground 160 EUONYMUS Wtnter Creeper Euonymus Euonymus fortunal 'Coloratus' I gallon, 6" Ht./10" spread, full, bushy to ground 665 S.F. DECOMPOSw GRANITE 2" DECPOMPOSED SRANITE W/ FILTER FABRIC 220 L.F. RYSERSON COMMOR4IAl- GRADE STEEL EDGE ALL LANDSCAPE SED5 SHALL BE EXCAVATED 2" IN DEPTH AND SOIL REMOVED. THEN FILLED WITH 2" OF "PROFESSIONAL BEDDING SOIL" FROM LIVING EARTH TECHNOLOGY AND TILLED TO THE DEPTH OF 411. ALL LANDSCAPE BEDS AND TREE YELLS SHALL RECEIVE A TOP DRESSING OF 2" DEEP "FINE SHREDDED HARDA000 MULCH" FROM LIVING EARTH TECHNOLOGY. LANDSCAPE CONTRACTOR TO VERIFY ALL 01,11ANTITIE5 ORNAMENTAL TREES OUANT11 Y SYMBOL CALLOUT COMMON NAME SCIENTIFIC, NAME SIS AND CONDITION 16 (D EAST PALATKA2' HOLLY East Palatka Hoily Ilox spp. 'East Palatka' Caliper - '-10' Ht✓3' spread min., 8 30 ballon, limbed up 30" ht. Nil, bushy tree formed, specimen. ICU 4 � NELL.IE R. STEVENS HOLLY. ie R. Stevens Nell y Ilex cornuta 'Nellie R. Stevens' W Ht✓42" spread, 545, specimen 2 I PODOGARPU5 Podocarpus Podocarpus 1 1/2" Caliper - W-10' Ht✓3' spread min., %". U) STREET LIGHT macrophyllus 30 ballon, full, bushy specimen. Co d J -P - POE 10-, II - HAINTH 5 - MAHONIA STEVEW HOLL - EUONYMUS / PROPOSED UNDERGROUN\D DETENMON ACUTY VRAT"OVMel- # A\l HO STqNE - RW RI ICK PAVEP,99- �`SI K 5EWH MODELRM-26o - -- _ _ - - - .1►?'�•`T?rSTANLEY, INC. N. ,1 ', ::III �� �.�10 PITT. ►...7. NANDINA ►�♦� �,I�`�(u11 i ► .... ,y, .:11 p", • �..\�� �.�+11.x,4 NOTE: 10090, COVERAGE OF GROUNDOOVER, DECORATIVE PAYING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRA55 15 REQU I RED IN PARKING LOT ISLANDS, SWALES AND DRA I NAGE AREAS, THE PARK I NCS LOT SETABCK, RIGHT5 OF WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. TREES LOCATED WI TH i N 50'01= THE STREET I NTER5ECT 1 ON55HALL BE TRIMMED 50 THE LOWEST BRANCHES START AT A HEIGHT 01; ,:t IRRIGATION 5`r'5TEM MUST BE PROTECTED BY A PRESSURE VADUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY Oi?D I NANCE 25x4. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 25x4. fc 1z, ` ► it v04 x,111 -� - •► - � '111 J� 525 5.F - DECO O5ED GRANITE J� 166 L.F EDGE �r;.,opy L4 � a J� R VIEWEL) FOR COMPLIANCE J APR 2 12015 COLLEGE STATION JF' DEVELOPMENT R ES. f` PLAT FILED: Jk' O 10 20 40 SCALE: I" = 201_0'l NORTH r Mimi CM a) ICU � F- C O CU (D EXISTING N U) STREET LIGHT O U 1 rROPosED TO BE REMOV ---._ STREET LISW s - Co d J -P - POE 10-, II - HAINTH 5 - MAHONIA STEVEW HOLL - EUONYMUS / PROPOSED UNDERGROUN\D DETENMON ACUTY VRAT"OVMel- # A\l HO STqNE - RW RI ICK PAVEP,99- �`SI K 5EWH MODELRM-26o - -- _ _ - - - .1►?'�•`T?rSTANLEY, INC. N. ,1 ', ::III �� �.�10 PITT. ►...7. NANDINA ►�♦� �,I�`�(u11 i ► .... ,y, .:11 p", • �..\�� �.�+11.x,4 NOTE: 10090, COVERAGE OF GROUNDOOVER, DECORATIVE PAYING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRA55 15 REQU I RED IN PARKING LOT ISLANDS, SWALES AND DRA I NAGE AREAS, THE PARK I NCS LOT SETABCK, RIGHT5 OF WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. TREES LOCATED WI TH i N 50'01= THE STREET I NTER5ECT 1 ON55HALL BE TRIMMED 50 THE LOWEST BRANCHES START AT A HEIGHT 01; ,:t IRRIGATION 5`r'5TEM MUST BE PROTECTED BY A PRESSURE VADUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY Oi?D I NANCE 25x4. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 25x4. fc 1z, ` ► it v04 x,111 -� - •► - � '111 J� 525 5.F - DECO O5ED GRANITE J� 166 L.F EDGE �r;.,opy L4 � a J� R VIEWEL) FOR COMPLIANCE J APR 2 12015 COLLEGE STATION JF' DEVELOPMENT R ES. f` PLAT FILED: Jk' O 10 20 40 SCALE: I" = 201_0'l NORTH r Mimi CM a) ICU � F- C O CU (D L N U) O U 1 U Issued Far: GONSR"n)C7/0N Job No. 14155 .xa/e P'=20' -O" Drarlrn 8y: JD6 Date 4-3-2oi� ti 4F T �'`ee • •ee�j_ ♦r; ;fir JOE D. GRUBBS ....... ... 17 3 4---15-5 Sheet Number: L1 of Ll Sheets l In w EO Mimi CM a) ICU � F- C O CU (D L N U) O U 7-� L U ti 4F T �'`ee • •ee�j_ ♦r; ;fir JOE D. GRUBBS ....... ... 17 3 4---15-5 Sheet Number: L1 of Ll Sheets l In w EO GARAGE LEVEL 85 PARKING SPACES 91 PARKING SPACES 2 HANDICAP SPACES 2 HANDICAP SPACES SEE SHEET C2 FOR PARKING GARAGE LAYOUT SEr(yQ STREET APARTMENTS REQUIRED PARKING: 56 BEDROOMS (1 BEDROOMS) 1.5 SPACES PER BEDROOM 84 SPACES REQUIRED TOTAL 144 BEDROOMS (2 BEDROOMS) 1.95 SPACFS PER gFngnnm (RR t 130 SF) 180 SPACES REQUIRED TOTAL 264 x 0.75 = 198 TOTAL SPACES REQUIRED PROPOSED PARKING: 176 SPACES 4 HANDICAP SPACES 180 TOTAL SPACES PROVIDED 42 BICYCLE SPACES *AN ADMINISTRATIVE ADJUSTMENT IS BEING REQUESTED FOR THE 18 ADDITIONAL PARKING SPACES REQUIRED. NO VISITOR PARKING IS BEING PROVIDED DUE TO THE AVAILABLE CITY PAID PARKING IN THE AREA. **ADDITIONAL BICYCLE PARKING SPACES ARE PROVIDED TO HELP WITH THE DECREASE iN VEHICULAR PARKING SPACES LEGEND Curve Table CURVE III LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 38.68'25.001 088.39'13' 24.42' 34.94' NSI 05'28"E C2 37.35' 25.00' 08638'18" 23.15' 33.97' ND1.02'17"W d �6 0� r'N r0- fit\ EXISTING �y 2" WATER LINE w- -2 --•-------W-2 NJ -2 w -z ------._W_2 L1IT LI Y DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 60 GPM MAXIMUM (PEAK) 243 GPM 3" DOMESTIC WATER METER SANITARY -SEWER DEMAND PER LEASE S,PAC . (0 90% OF WATER DEMAND) AVERAGE 55 GPM MAXIMUM (PEAK) 220 GPM 8" SANITARY SEWER LINE ® 2.08% MIN. SLOPE FIXTURE UNITS = 1778 FIXTURE UNITS ALLOWED = 1920 PIPE SLOPE OK r, h MANHOLE GAS -- GAS PROPERTY BOUNDARY 20 "NO PARKING ANYTIME" � _ ....., iiiFi�yl� . �1r• - w.Im BACK OF CURB AND "TOW -AWAY ZONE" -- PUBUC UTILITY EASEMENT -- — SETBACK S-8 PROPOSED SANITARY SEWER LINE W-8 PROPOSED WATER LINE ST ST PROPOSED STOM SEWER UNE ` PROPOSED SIDEWALK SIGN • st , FLOW DIRECTION 1`BUILDING FIRE HYDRANT !1 GATE VALVES OSANITARY SEWER MANHOLE PROPOSED STREET LIGHTS EXISTING STREET LIGHTS Curve Table CURVE III LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 38.68'25.001 088.39'13' 24.42' 34.94' NSI 05'28"E C2 37.35' 25.00' 08638'18" 23.15' 33.97' ND1.02'17"W d �6 0� r'N r0- fit\ EXISTING �y 2" WATER LINE w- -2 --•-------W-2 NJ -2 w -z ------._W_2 L1IT LI Y DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 60 GPM MAXIMUM (PEAK) 243 GPM 3" DOMESTIC WATER METER SANITARY -SEWER DEMAND PER LEASE S,PAC . (0 90% OF WATER DEMAND) AVERAGE 55 GPM MAXIMUM (PEAK) 220 GPM 8" SANITARY SEWER LINE ® 2.08% MIN. SLOPE FIXTURE UNITS = 1778 FIXTURE UNITS ALLOWED = 1920 PIPE SLOPE OK r, h MANHOLE GAS -- GAS EXISTING FIRE 2 HYDRANT W-2 — ST ST S --_. S 7'��----�T ST ST — 5i 4 T s� ST ST sr ---- sr p < S-10 '---------S----------S--10 ---- _ S-10 �S--1Q EXISTING PROPOSED PUBLIC S -TO 10" SEWER UNE STORM SEWER PIPE EXISTING MANHOLE RIM = 343.13' EXISTING - 10" FL IN = 333.29' - , ¢ GAS UNE 8" FL IN = 333.36' GAS - GAS ---GAS GAS MANHOLE a i cn GAS GAS GAS GAS �1 �. �,Ir �� r�r i f•� s,ra� „e,aar, :r— (j� 8" GATE VALVE til 8"x8" TEE 4"x4" TEE 4x1.5" REDUCER 8"x4 E i --.L. 1.5" WATER SERVICE �9oeas4� , _ _s ._ INSET A 1 11=10' 15' PUE 8832/148 CS SECOND STREET CS SECOND STREET APARTMENTS, LLA APARTMENTS 11, LLC BOYETT APARTMENTS, LLC EXISTING FIRE BOYETT SUBDIVISION LOT 3R, BLOCK 5 HYDRANT PARTS OF LOTS 1 & 2, BLOCK 5 EXISTING --------- GAS UNE GAS GAS GAS GAS GAS GAS SECOND ST, i ' �, 8EXISTING " WATER UNE 27' PAVEMENT R.O.W. VARIES ,s ci-STREET' TREE / (25' O.C. TYP.) CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION V) LOT 1, BLOCK 5 r ----Y3 $ 116Z___W_8 — GA. - _ _ — - • GAS GAS EXISTING MANHOLE RIM = 347.40' 8" FL IN = 337.63' 8" FL OUT =337.43' CS - J PROPOSED {-10' MIN. ACCESS EASEMENT 1 BUILDING SETBACK RPM, ft—ft-�--��,��.F� ➢-w /s. Yw7' �•,� �/.'s. .,.n`...-� 20 10 0 20 "NO PARKING ANYTIME" � _ ....., iiiFi�yl� . �1r• - w.Im SCALE IN FEET. AND "TOW -AWAY ZONE" •� SIGNS EXISTING EXISTING--., 8" WATER LINE STREET LIGHT !Nj i% r V., PROPOSE STREET UGHTp PA SIGN • st , t 1`BUILDING PROPOSED LOCATION , FOR STOP & STREET SIGNS RELOCATION •D ` � D at .D THE PITNER FAMILY PROPOSED UMITED PARTNERSHIP IRRIGATION LINE BOYETT SUBDIVISION & SLEEVE LOT 3, BLOCK 19 (TYP.) & PART OF LOT 4, BLOCK 19 Co { p � D e as (is CIS a STREET SIGNS ________ -. G GAS • FLOORS "NO PARKING ANYTIME" �i AND "TOW --AWAY ZONE" EXISTING SiGNS 8" WATER LINE , C (IS i V .D. p. ° 00 p• V) p L o •DC p Q CL BOND, R. J.V W C) op U-) BOYETT SUBDIVISION cO pD tV r LOT 2, BLOCK 19 .. PROPOSE a STREET LIGHT D , PROPOSED TREE WELL STORM DRAIN LiNE 00 p • (TYP.) p ; PROPOSED 8' WIDE U) SIDEWALK (TYP-) a a. EXISTING ° - 6' SIDEWALK p PARK BENCH °°: (50' O.C. TYP.) ' ,L i., .D p • NEELLEY, A. G. "NO PARKING ANYTIME" BOYETT SU19DII ISION AND 'TOW -AWAY ZONE" LOT 1, BLOCK 19 1 SIGNS p PROPOSE PRIVATE SEWER SERVICE EXISTING FIRE 2 HYDRANT W-2 — ST ST S --_. S 7'��----�T ST ST — 5i 4 T s� ST ST sr ---- sr p < S-10 '---------S----------S--10 ---- _ S-10 �S--1Q EXISTING PROPOSED PUBLIC S -TO 10" SEWER UNE STORM SEWER PIPE EXISTING MANHOLE RIM = 343.13' EXISTING - 10" FL IN = 333.29' - , ¢ GAS UNE 8" FL IN = 333.36' GAS - GAS ---GAS GAS MANHOLE a i cn GAS GAS GAS GAS �1 �. �,Ir �� r�r i f•� s,ra� „e,aar, :r— (j� 8" GATE VALVE til 8"x8" TEE 4"x4" TEE 4x1.5" REDUCER 8"x4 E i --.L. 1.5" WATER SERVICE �9oeas4� , _ _s ._ INSET A 1 11=10' 15' PUE 8832/148 CS SECOND STREET CS SECOND STREET APARTMENTS, LLA APARTMENTS 11, LLC BOYETT APARTMENTS, LLC EXISTING FIRE BOYETT SUBDIVISION LOT 3R, BLOCK 5 HYDRANT PARTS OF LOTS 1 & 2, BLOCK 5 EXISTING --------- GAS UNE GAS GAS GAS GAS GAS GAS SECOND ST, i ' �, 8EXISTING " WATER UNE 27' PAVEMENT R.O.W. VARIES ,s ci-STREET' TREE / (25' O.C. TYP.) CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION V) LOT 1, BLOCK 5 r ----Y3 $ 116Z___W_8 — GA. - _ _ — - • GAS GAS EXISTING MANHOLE RIM = 347.40' 8" FL IN = 337.63' 8" FL OUT =337.43' CS - J PROPOSED {-10' MIN. ACCESS EASEMENT 1 BUILDING SETBACK RPM, ft—ft-�--��,��.F� ➢-w /s. Yw7' �•,� �/.'s. .,.n`...-� Nt�: .� �-1:,' Y�"r: ._-T _., �, 71� f7,�, f. 'i; \ 1-.� 4 �i �' ..... 1! s .i.�^1 �� �311—m E "*f.0 ��'.iY.+ .,'9.riYll. ,.••_�ijj t•q:.. h _-.. ..0 � _ ....., iiiFi�yl� . �1r• - w.Im �t,i >.rt 2n^S'+� /0���. i. ' - •� Vis_ .��ld.,,� •� t — ROPOSED !Nj i% r V., •Ub PA SIGN • st , t 1`BUILDING WWWA. , - • - r••• �FDC LOCATIONrr PROPOSED ,--EXIS7ING STOP LEVELS 1 & 2 PARKING as (is CIS ! �r& STREET SIGNS i i • FLOORS �i TO BE RELOCATED RESIDENTIAL C (IS i 77 J U) -4. i a I ' ,L i., 1!i i i w I - t , i .. i G SETBACK i ir r - -• r .BUILDING 2 BIKE RACKS PER GARAGE LEVELi - . i < %/` ��%f/ ,. • 19 s i .1 j�1�1'1/ - t •' f - ME - NO PROPOSED UNDERG-• NIUF- DETENTION DEN, `,OEM �= 64 A13201 w co i W co r w PECIFIC NOTES., I I. OAPPROVED EROSION CONTROL NOTES, MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH ISHB,EC ER DEVELOPER O T W PROPERTY IF.STACSTH SECOND COND10N THE PROPERTY IS ZONED N �3 -- STREET APARTMENTS TS C. OYETT HAS BEEN BARED BY CONSTRUCTION. NORTHGATE RESIDENTIAL. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLU THE 2. PROPOSED BUILDING iS B STORIES, TWO LOWER LEVELS OF PARKING GARAGE AND 4 UPPER LEVI ELS INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. OF RESIDENTIAL BUiLDiNG. THE BUILDING WILL FULLY SPRINKLED. 3. THE CONTRACTOR 1S RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT 3. THE MINIMUM REQUIRED FIRE FLOW FOR A RESIDENTIAL BUILDING IBC TYPE IIIA OF 177,233 SF IS CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL. EVENT 6,000 GALLONS PER MINUTE. THE BUILDING iS FULLY SPRINKLED WHICH DECREASES THE REQU RED OF 1_/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT FIRE FLOW BY So % (3,000 GPM). TWO FIRE HYDRANTS ARE REQUIRED. THE HYDRANT FLOW NILL STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT, BE PROVIDED BY EXISTING HYDRANTS. 4. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDiTIONAL ROCK AS NEEDED AND MAINTAINED SO AS 4. THE DENSITY IS 142 UNITS PER ACRES (128 UMTS AT 0.901 ACRES). TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS, S. WITS PROPERTY IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BR OS 5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR150000 COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 48041CD305F, EFFECTIVE APRIL Z 2014, REQUIREMENTS FOR CONSTRUCTION SITES. 6, THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO A PROPOSED - 8. ALL AREAS WHERE ENSTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY STORMWATER COLLECTION SYSTEM iN BOYETT STREET AND BE CONVEYED TO A TRIBUTARY OF BURTON CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL CREEK. DETENTION iS PROPOSED IN AN UNDERGROUND DETENTION FACILITY. y GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN 7. DRAINAGE AND GRADING INFORMATION AND DETAILS WALL BE PROVIDED ON THE GRADING AND REMOVED BY CONTRACTOR, DRAINAGE PLANS. 7. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE 8• THE DISTURBED AREA FOR THIS PROJECT IS 0.901 ACRES (39,248 SF'). PROJECT SiTE. S. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. DEEMo�CONMMC71QN NOTES: 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 1. ALL CONSTRUCTION ACTIVITIES,TO INCLUDE CLEARING, GRUBBING, AND GRADING SHAD- BE W111HIN THE it. THE DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST. UMITS OF, DISTURBED AREA SHOWN ON THIS PLAN. 2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO 12• ACCESS SHALL BE PROVIDED AT ALL TiMES FOR CITY INSPECTIONS, AP-RELA1Y, GARBAGE PICK-UP. DIAL -A-RIDES, UTILITY, SCHOOL BUSES, AND OTHER HEALTH AND SAFETY-RELATt� VEHICLES. ACCESS DEMOLITION. MUST NOT REQUIRE DRIVERS TO EXIT THEIR VEHICLE. 3, THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN, PRIOR 13. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER TO COMMENCING DEMOLITION WORK. THE COLLEGE STATION UTIU TIES ELECTRICAL DESIGN FOR THIS PROJECT. REFER TO UTILITY SHEETi AND CSU ELECTRICAL DESIGN PLANS FOR DETAILS, 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTIUTIES THAT ARE TO REMAIN iN PLACE. CSU ELECTRICAL CONTACT: CSU ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UnUTIES S. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD PH: 979-764-6314 SURFACE 6. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION 14. THE COMPACTOR ENCLOSURE SHALL HAVE A Ir WIDE BY 8' TALL ROLL -UP DOOR. THE COMPACTOR WILL BEA 15 CY ROLL OFF STYLE COMPACTOR CONTAINER. SHALL BE RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 15. A KNOX BOX SECURITY KEY SYSTEM SHALL BE LOCATED ON THE BUILDING, A KNOX BOX SWRCIH ON 7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON EACH �� KNOX CAPS ON THE FDC. SITE, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY 16, THE FIRE SUPPRESSION UNE SHALT. HAVE A LOCKABLE UD ON THE ISOLATION VALVE, THE LOCKABLE POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. UD SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING UD AT MINIMUM, AN ALTERNATE LOCKABLE 110 SHALL BE APPROVED BY COLLEGE STATION UTILITIES OR HIS DESIGNEE GENERAL NOTES- 17. THE EXACT LOCATION OF THE STREET UGHTS WILL BE DETERMINED IN THE FIELD. t. WE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING 1B. REFER TO BUILDING CONSTRUCTIDN DRAWING FOR EXACT LOCATIONS AND SiM. UNDERGROUND UTTUME S. NOTIFICATION OF THE U71UTY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. TREE PLANTER NOTIES 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED, 1, TRS SHALL EE PLANTED IN A MINIMUM 4-5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH 3 ALL SiTE WORK CONSTRUCTION IS TO BE DONE IN CONFORMANCE WITH THE BRYAN/COLLEGE STATION OF AT LEAST V. A MINIMUM 8" GRAVEL. BASE SHALL BE PROVIDED BELOW THE TOPSOILi FOR 2012 STANDARD DETAILS AND SPECIFICATIONS UNLESS OTHERWISE STATED IN THE PLANS. ALL DRAINAGE THIS WILL ONLY APPLY IN AREAS WHERE THE SIDEWALK IS NOT STRUCTURAL, OTHERWISE ISE CONSTRUCTION SHALL EE COORDINATED WITH THE CITY ENGINEER'S OFFICE CU SQL MAY BE REQUIRED. 4. ALL UTIUTY LINES (WATER, GAS. SANITARY SEWER, G.T:E, STORM SEWER, ETC.) SHOWN ARE TAKEN 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDED+NCE. QUALITY. THE CITY RESERVES THE RiGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL SHOWN POSITIONS MAY NOT REPRESENT, AS -BUILT CONDITIONS. THAT DOES NOT MEET THE SPECIFICATIONS OF THE SOIL BEDDING MIX ON SHEET C2. W 0 S. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL 8E SHOWN ON THE ELECTRICAL SITE PLAN. B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE 13 HORIZON (SUBSOIL) SOILS 40 SHALL BE MOVED TO NON -PLANT GROWTH ADIDAS, OR AMENDED TO MEET ALL SPEgt7CAnOtS OF 6. EXTERIOR BUILDING AND SATE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED THE SOIL BEDDING MIX ON SHEET C2- DEVELOPMENT 2DEVELOPMENT ORDINANCE. THE LIGHTSOURCESHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND C NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A C. BEFORE TOPSOIL IS PLACED. ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION 0 MANNER TiHAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE SPECIFICATIONS. OCs THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TiME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION iS COMPLETED, THE SUBSOIL SHALL BE iN A LOOSE. FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF C4 S 7. LANDSCAPiNG AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & 20' BELOW FINAL TOPSOIL Uy z IRRIGATION PLANS. R° 0 m B. BUILDING SI EBACK ONES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE 5TAilON UNIFIED E BEFORE TOPSOIL INSTALLATION, CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE 10 OW INSPECTION OF 'THE SITE TO ENSURE THAT SUBSOIL 1S FREE OF DEBRIS AND MEETS PENETRAIEJTY �i DEVELOPMENT ORDINANCE, STANDARDS. 9. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER, AND F. THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TAKE 1,. IF SERVICE COMPONENTS, AND SIMILAR DEVICES. WETHER GROUND LEVEL, WALL MOUNTED, OR ROOF EXISTING TOPSOIL FAILS iN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOiL A�D/OR MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING MATERIALS IMPORT SOIL ACCORDING TO THE CITYS RECOMMENDATIONS IN ORDER TO MEET t�SIM SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE PRINCIPLE REQUIREMENTS. BUILDING. SUCH SCREENING SHALL BE COORDINATED WAIN THE BUILDING ARCHITECTURE COLORS, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF SCREENING VARIOUS 0, FOR TOPSOIL INSTALLATION SPREAD 2-3' OF APPROVED TOPSOIL ON EXISTING SOIL. TILL DED EQUIPMENT INCLUDE EENCASEMEENTSo PARAPET WALLS. PARTTTION SCREENS, AND BRICK WALLS. SOIL WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6'. ADD AN ADDITIONAL OF 10. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDC. APPROViED TOPSOIL TO BRING THE AREA UP TO GRADE. It. THE FIRE SUPPRESSION LINE SHALL, HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE UD SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA. LL562 LOCKING LID, AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR DESIGNEE, PRIOR TO INSTALLATION! 12. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1928 SUBPART P FOR e s TRENCH SAFETY REQUIREMENTS, 13, ALL ROOF- AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR /*440 ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF --WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE 14. THE REQUIRED FLOOR -TO -AREA RATIO IS MET BY THE PROPOSED SQUARE FOOTAGE. THE AREA THE THE REQUIRED SQUARE FOOTAGE 34134 SF). THIS PROVIDED (108,380 SF') SURPASSES E ( CALCULATION DOES NOT INCLUDE EASEMENTS, SETBACKS, AND SIDEWALK - r 15' PUE 4833/196 ELECTRICAL TRANSFORMER LOCATION �.v......."i ` '.� .i'e'•.r�r-1j— �'�..-a-n- -_=.__er •nt-*����'".n�i''.e...s,r+.;...re�e iei`ai�fmo..i. i, `r..,•,•,.a.�wa."n,Rar�T,ii,� rlJ�4lil\�44J"s x •:r, teia.:Rrr.e..,.J�����1iYrf.tia�'+',.".,+,r't r�OA\,a',�,:rri'..r....)>'�.'Zw,`r., w"rt,`.'.�,y�a,�+,,...Lo-r".-ra+1r.re.',,R""i.1�...��ir'_u•.i.gRwyaa;.•°ii5ie,yi : =�.:o's,` a . ,Ya-.�"a�•, tas"'o1-"-•.�--.—��".."�-�,����1 p' :'..a.�,.i-•-a.�o�..., °ry,e. -,.,.�- -'_ �iF,+m+:t >w.--.e---t—�tM'AayOiIb��.1�1• .{i� ef�.e.�r� ,11Y\25 �o y„, • \mow 4 .ry,i �` . �,,.'r`r �...... f: rs � �....'Q�,' "8. _ ,.'o+.�''h F�'t. !1lei1 � hiku • • mEam BOYETT STREET (50- O.C. TYP-) "RESIDENTIAL PARKING—S-40 co ONLY” SIGN > 28' PAVEMENT PROPOSED iR.O.W. GAS —GAS —GAS GAS GAS•FL OUT �. — THE SEAL APPEARING ON THIS Q j�''j DOCUMENT WAS AUTHORIZED BY DEVEngm i n CTI e r I 1 1 g? UCEN E DOYEN, P.E., hultz LICENSE LA0. 109835 2730 Longmire, Suite A APRIL 12, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED IDRAWN I APPROVED JOB NO. DATE STRONG DLD I DLD I JPS 14-323 APRIL 2015 OF .1 t .................. it DEVENL DOYEN 109835 .�..e FIRM # 12327�� SCHULTZ ENGINEERING, LLC 1. CERTIFICATE REQUIRED ('! *0IRED�► CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 -COLLEGE STATION, TX SITE PL URL. Fb 1 Constr.'T-pe l l -Ila Id. Size SF Y 1�r4. Nd.St®ries _.�... . Sprinkled (Y/N) No. EMs (Lotati ms) 7 VICINITY MAP SITE PLAN SHEET 1 OF 2 REVIEWED FOR COMPLIANCE APR 2 -12015 COLLEGE TiON REVIE DE,VELOPME DEVICES. ��,�WED F01 �� PLAT FILED: AN APR L 1 2015 COLLEGE STATIO. ENGINEERING TOTAL SQUARE FOOTAGE = 177,233 NUMBER 1 BEDROOM UNITS = 56 NUMBER 2 BEDROOM UNITS = 72 OVERALL TOTAL OF UMTS = 128 DENSITY = 142 UMTS/ACRE CHERRY STREET APAR""I"MENTS TOTAL AREA = 0.901 ACRES W.C. BOA ESTATE PARTITION LOTS 1-8, BLOCK 20 VOL. 100, PGL 440 COLLEGE STATION, BRAZOS COUNTY, TE SCALE: 1 "=20' APRIL 2015 OWNER: SURVEYOR: CS SECOND STREET APARTMENTS II, LLC STRONG SURVEYING 16800 WESTGROVE DR, SUITE 600 1722 BROADMOOR, SUITE 105 ADDISON, TEXAS 75001 BRYAN, TEXAS 77802 (979) 776-9836 DEVELOPER: ENGINEER: SENECA INVESTMENTS SCHULTZ ENGINEERING. U.C. 16800 WESTGROVE DR, SURE 100 PO BOX 11995 ADDISON, TEXAS 75001 COLLEGE STATION, TX 77842 (214) 265-8686 (979)764-3900 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1.1 FILE NAME: 14-323 SHEET C� _ ti, ■ 1!i i i w I - t , i .. i G SETBACK i ir r - -• r .BUILDING 2 BIKE RACKS PER GARAGE LEVELi - . i < %/` ��%f/ ,. • 19 s i .1 j�1�1'1/ - t •' f - ME - NO PROPOSED UNDERG-• NIUF- DETENTION DEN, `,OEM �= 64 A13201 w co i W co r w PECIFIC NOTES., I I. OAPPROVED EROSION CONTROL NOTES, MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH ISHB,EC ER DEVELOPER O T W PROPERTY IF.STACSTH SECOND COND10N THE PROPERTY IS ZONED N �3 -- STREET APARTMENTS TS C. OYETT HAS BEEN BARED BY CONSTRUCTION. NORTHGATE RESIDENTIAL. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLU THE 2. PROPOSED BUILDING iS B STORIES, TWO LOWER LEVELS OF PARKING GARAGE AND 4 UPPER LEVI ELS INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. OF RESIDENTIAL BUiLDiNG. THE BUILDING WILL FULLY SPRINKLED. 3. THE CONTRACTOR 1S RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT 3. THE MINIMUM REQUIRED FIRE FLOW FOR A RESIDENTIAL BUILDING IBC TYPE IIIA OF 177,233 SF IS CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL. EVENT 6,000 GALLONS PER MINUTE. THE BUILDING iS FULLY SPRINKLED WHICH DECREASES THE REQU RED OF 1_/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT FIRE FLOW BY So % (3,000 GPM). TWO FIRE HYDRANTS ARE REQUIRED. THE HYDRANT FLOW NILL STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT, BE PROVIDED BY EXISTING HYDRANTS. 4. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDiTIONAL ROCK AS NEEDED AND MAINTAINED SO AS 4. THE DENSITY IS 142 UNITS PER ACRES (128 UMTS AT 0.901 ACRES). TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS, S. WITS PROPERTY IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BR OS 5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR150000 COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 48041CD305F, EFFECTIVE APRIL Z 2014, REQUIREMENTS FOR CONSTRUCTION SITES. 6, THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO A PROPOSED - 8. ALL AREAS WHERE ENSTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY STORMWATER COLLECTION SYSTEM iN BOYETT STREET AND BE CONVEYED TO A TRIBUTARY OF BURTON CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL CREEK. DETENTION iS PROPOSED IN AN UNDERGROUND DETENTION FACILITY. y GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN 7. DRAINAGE AND GRADING INFORMATION AND DETAILS WALL BE PROVIDED ON THE GRADING AND REMOVED BY CONTRACTOR, DRAINAGE PLANS. 7. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE 8• THE DISTURBED AREA FOR THIS PROJECT IS 0.901 ACRES (39,248 SF'). PROJECT SiTE. S. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. DEEMo�CONMMC71QN NOTES: 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 1. ALL CONSTRUCTION ACTIVITIES,TO INCLUDE CLEARING, GRUBBING, AND GRADING SHAD- BE W111HIN THE it. THE DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST. UMITS OF, DISTURBED AREA SHOWN ON THIS PLAN. 2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO 12• ACCESS SHALL BE PROVIDED AT ALL TiMES FOR CITY INSPECTIONS, AP-RELA1Y, GARBAGE PICK-UP. DIAL -A-RIDES, UTILITY, SCHOOL BUSES, AND OTHER HEALTH AND SAFETY-RELATt� VEHICLES. ACCESS DEMOLITION. MUST NOT REQUIRE DRIVERS TO EXIT THEIR VEHICLE. 3, THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN, PRIOR 13. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER TO COMMENCING DEMOLITION WORK. THE COLLEGE STATION UTIU TIES ELECTRICAL DESIGN FOR THIS PROJECT. REFER TO UTILITY SHEETi AND CSU ELECTRICAL DESIGN PLANS FOR DETAILS, 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTIUTIES THAT ARE TO REMAIN iN PLACE. CSU ELECTRICAL CONTACT: CSU ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UnUTIES S. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD PH: 979-764-6314 SURFACE 6. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION 14. THE COMPACTOR ENCLOSURE SHALL HAVE A Ir WIDE BY 8' TALL ROLL -UP DOOR. THE COMPACTOR WILL BEA 15 CY ROLL OFF STYLE COMPACTOR CONTAINER. SHALL BE RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 15. A KNOX BOX SECURITY KEY SYSTEM SHALL BE LOCATED ON THE BUILDING, A KNOX BOX SWRCIH ON 7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON EACH �� KNOX CAPS ON THE FDC. SITE, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY 16, THE FIRE SUPPRESSION UNE SHALT. HAVE A LOCKABLE UD ON THE ISOLATION VALVE, THE LOCKABLE POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. UD SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING UD AT MINIMUM, AN ALTERNATE LOCKABLE 110 SHALL BE APPROVED BY COLLEGE STATION UTILITIES OR HIS DESIGNEE GENERAL NOTES- 17. THE EXACT LOCATION OF THE STREET UGHTS WILL BE DETERMINED IN THE FIELD. t. WE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING 1B. REFER TO BUILDING CONSTRUCTIDN DRAWING FOR EXACT LOCATIONS AND SiM. UNDERGROUND UTTUME S. NOTIFICATION OF THE U71UTY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. TREE PLANTER NOTIES 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED, 1, TRS SHALL EE PLANTED IN A MINIMUM 4-5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH 3 ALL SiTE WORK CONSTRUCTION IS TO BE DONE IN CONFORMANCE WITH THE BRYAN/COLLEGE STATION OF AT LEAST V. A MINIMUM 8" GRAVEL. BASE SHALL BE PROVIDED BELOW THE TOPSOILi FOR 2012 STANDARD DETAILS AND SPECIFICATIONS UNLESS OTHERWISE STATED IN THE PLANS. ALL DRAINAGE THIS WILL ONLY APPLY IN AREAS WHERE THE SIDEWALK IS NOT STRUCTURAL, OTHERWISE ISE CONSTRUCTION SHALL EE COORDINATED WITH THE CITY ENGINEER'S OFFICE CU SQL MAY BE REQUIRED. 4. ALL UTIUTY LINES (WATER, GAS. SANITARY SEWER, G.T:E, STORM SEWER, ETC.) SHOWN ARE TAKEN 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDED+NCE. QUALITY. THE CITY RESERVES THE RiGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL SHOWN POSITIONS MAY NOT REPRESENT, AS -BUILT CONDITIONS. THAT DOES NOT MEET THE SPECIFICATIONS OF THE SOIL BEDDING MIX ON SHEET C2. W 0 S. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL 8E SHOWN ON THE ELECTRICAL SITE PLAN. B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE 13 HORIZON (SUBSOIL) SOILS 40 SHALL BE MOVED TO NON -PLANT GROWTH ADIDAS, OR AMENDED TO MEET ALL SPEgt7CAnOtS OF 6. EXTERIOR BUILDING AND SATE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED THE SOIL BEDDING MIX ON SHEET C2- DEVELOPMENT 2DEVELOPMENT ORDINANCE. THE LIGHTSOURCESHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND C NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A C. BEFORE TOPSOIL IS PLACED. ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION 0 MANNER TiHAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE SPECIFICATIONS. OCs THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TiME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION iS COMPLETED, THE SUBSOIL SHALL BE iN A LOOSE. FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF C4 S 7. LANDSCAPiNG AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & 20' BELOW FINAL TOPSOIL Uy z IRRIGATION PLANS. R° 0 m B. BUILDING SI EBACK ONES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE 5TAilON UNIFIED E BEFORE TOPSOIL INSTALLATION, CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE 10 OW INSPECTION OF 'THE SITE TO ENSURE THAT SUBSOIL 1S FREE OF DEBRIS AND MEETS PENETRAIEJTY �i DEVELOPMENT ORDINANCE, STANDARDS. 9. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER, AND F. THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TAKE 1,. IF SERVICE COMPONENTS, AND SIMILAR DEVICES. WETHER GROUND LEVEL, WALL MOUNTED, OR ROOF EXISTING TOPSOIL FAILS iN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOiL A�D/OR MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING MATERIALS IMPORT SOIL ACCORDING TO THE CITYS RECOMMENDATIONS IN ORDER TO MEET t�SIM SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE PRINCIPLE REQUIREMENTS. BUILDING. SUCH SCREENING SHALL BE COORDINATED WAIN THE BUILDING ARCHITECTURE COLORS, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF SCREENING VARIOUS 0, FOR TOPSOIL INSTALLATION SPREAD 2-3' OF APPROVED TOPSOIL ON EXISTING SOIL. TILL DED EQUIPMENT INCLUDE EENCASEMEENTSo PARAPET WALLS. PARTTTION SCREENS, AND BRICK WALLS. SOIL WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6'. ADD AN ADDITIONAL OF 10. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDC. APPROViED TOPSOIL TO BRING THE AREA UP TO GRADE. It. THE FIRE SUPPRESSION LINE SHALL, HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE UD SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA. LL562 LOCKING LID, AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR DESIGNEE, PRIOR TO INSTALLATION! 12. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1928 SUBPART P FOR e s TRENCH SAFETY REQUIREMENTS, 13, ALL ROOF- AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR /*440 ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF --WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE 14. THE REQUIRED FLOOR -TO -AREA RATIO IS MET BY THE PROPOSED SQUARE FOOTAGE. THE AREA THE THE REQUIRED SQUARE FOOTAGE 34134 SF). THIS PROVIDED (108,380 SF') SURPASSES E ( CALCULATION DOES NOT INCLUDE EASEMENTS, SETBACKS, AND SIDEWALK - r 15' PUE 4833/196 ELECTRICAL TRANSFORMER LOCATION �.v......."i ` '.� .i'e'•.r�r-1j— �'�..-a-n- -_=.__er •nt-*����'".n�i''.e...s,r+.;...re�e iei`ai�fmo..i. i, `r..,•,•,.a.�wa."n,Rar�T,ii,� rlJ�4lil\�44J"s x •:r, teia.:Rrr.e..,.J�����1iYrf.tia�'+',.".,+,r't r�OA\,a',�,:rri'..r....)>'�.'Zw,`r., w"rt,`.'.�,y�a,�+,,...Lo-r".-ra+1r.re.',,R""i.1�...��ir'_u•.i.gRwyaa;.•°ii5ie,yi : =�.:o's,` a . ,Ya-.�"a�•, tas"'o1-"-•.�--.—��".."�-�,����1 p' :'..a.�,.i-•-a.�o�..., °ry,e. -,.,.�- -'_ �iF,+m+:t >w.--.e---t—�tM'AayOiIb��.1�1• .{i� ef�.e.�r� ,11Y\25 �o y„, • \mow 4 .ry,i �` . �,,.'r`r �...... f: rs � �....'Q�,' "8. _ ,.'o+.�''h F�'t. !1lei1 � hiku • • mEam BOYETT STREET (50- O.C. TYP-) "RESIDENTIAL PARKING—S-40 co ONLY” SIGN > 28' PAVEMENT PROPOSED iR.O.W. GAS —GAS —GAS GAS GAS•FL OUT �. — THE SEAL APPEARING ON THIS Q j�''j DOCUMENT WAS AUTHORIZED BY DEVEngm i n CTI e r I 1 1 g? UCEN E DOYEN, P.E., hultz LICENSE LA0. 109835 2730 Longmire, Suite A APRIL 12, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED IDRAWN I APPROVED JOB NO. DATE STRONG DLD I DLD I JPS 14-323 APRIL 2015 OF .1 t .................. it DEVENL DOYEN 109835 .�..e FIRM # 12327�� SCHULTZ ENGINEERING, LLC 1. CERTIFICATE REQUIRED ('! *0IRED�► CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 -COLLEGE STATION, TX SITE PL URL. Fb 1 Constr.'T-pe l l -Ila Id. Size SF Y 1�r4. Nd.St®ries _.�... . Sprinkled (Y/N) No. EMs (Lotati ms) 7 VICINITY MAP SITE PLAN SHEET 1 OF 2 REVIEWED FOR COMPLIANCE APR 2 -12015 COLLEGE TiON REVIE DE,VELOPME DEVICES. ��,�WED F01 �� PLAT FILED: AN APR L 1 2015 COLLEGE STATIO. ENGINEERING TOTAL SQUARE FOOTAGE = 177,233 NUMBER 1 BEDROOM UNITS = 56 NUMBER 2 BEDROOM UNITS = 72 OVERALL TOTAL OF UMTS = 128 DENSITY = 142 UMTS/ACRE CHERRY STREET APAR""I"MENTS TOTAL AREA = 0.901 ACRES W.C. BOA ESTATE PARTITION LOTS 1-8, BLOCK 20 VOL. 100, PGL 440 COLLEGE STATION, BRAZOS COUNTY, TE SCALE: 1 "=20' APRIL 2015 OWNER: SURVEYOR: CS SECOND STREET APARTMENTS II, LLC STRONG SURVEYING 16800 WESTGROVE DR, SUITE 600 1722 BROADMOOR, SUITE 105 ADDISON, TEXAS 75001 BRYAN, TEXAS 77802 (979) 776-9836 DEVELOPER: ENGINEER: SENECA INVESTMENTS SCHULTZ ENGINEERING. U.C. 16800 WESTGROVE DR, SURE 100 PO BOX 11995 ADDISON, TEXAS 75001 COLLEGE STATION, TX 77842 (214) 265-8686 (979)764-3900 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1.1 FILE NAME: 14-323 SHEET C� BOYETT STREET SIDE BE'DDIN MIX NOTE'S& 1 x 2" SOLID 1. BEDDING MIX: A MIXTURE BY VOLUME THAT CONSISTS OF SOX SAND LOAM AND 2OX COMPOSTED SO2 , WELDED a HARDWOOD MULCH. AND GROUND 4 4 (27) STEEL SLATS a: a 4 A. SAND LOAM: A CLEAN, FRIABLE, SANDLOAM OIL CONTAINING LESS THAN 20% CLAY THAT IS FREE ARE FORMED FROM IRRIGATION PIP (SCH. 40) OF ROCKS, SUBSOIL, REFUSE. ROOTS, NOXIOUS SEEDS, STICKS, GRASSES AND ANY 1/4' x 1i" SOLID STEEL a CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. SEAT MEMBERS I { B. COMPOSTED HARDWOOD MULCH: A 3¢' MINUS PARTICLE SIZE, COMPOSTED HARDWOOD MULCH 4" PVC PERFORATED f f" MATERIAL COMPOSTED A MINIMUM OF 6 MONTHS THAT IS FREE OF BIO -SOLIDS, ANIMAL 2 INDUSTRIES OR APPROVED EQUAL) MANURE, ROCKS, REFUSE. NOXIOUS SEEDS, AND OTHER FOREIGN CONTAMINANTS THAT MAY BE (FLEX -DRAIN OR APPROVED DETRIMENTAL TO TREE GROWTH. EQUAL) C. ALL MIXING SHALL TAKE PLACE AT THE CONTRACTOR'S YARD. USiNG COMMERCIAL MIXING EQUIPMENT SUFFICIENT TO THOROUGHLY MIX ALL COMPONENTS UNIFORMLY TO CREATE A a HOMOGENOUS SOIL MIXTURE. '4 4 D. SUBMIT SAMPLES PER SUBMITTAL REQUIREMENT FOR APPROVAL SAMPLES SHALL BE OBTAINED v RANDOMLY FROM THE LOT BEING DELIVERED TO THE SiTE OR FROM THE STOCK PILE CE FOR 1/2' ANCHOR BOLTS NOTES: 1. MODEL STEELSITES SERIES #RB -28 BY VICTOR STANLEY iNC. OR PRE -APPROVED EQUIVALENT. LENGTH: 6 -Fr [=30` MIN 2. ALL SURFACES SHALL. BE ELECTROSTATICALLY 'MIN. B" POWDER -COATED) WiTH POLYESTER POWDER COATINGS, COLOR BLACK. 3. ALL WELDS SHALL BE POLISHED UNTiL THEY DISAPPEAR, FORMING A CONTINUOUS SURFACE. 4. BENCHED SHALL BE INSTALLED ON A 4' THiCK SIDOM CON LICTION NOTES CONCRETE PAD. 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE SIDEWALK BENCH DETAIL MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT N.T.S. BY WEIGHT: 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND 'PROOF -ROLLED'. ANY WEAK OR SOFT AREAS IDENTIFIED BY THE 'PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 4. JOINT SEALANT' MATERIAL TO BE SONNEBORN SL -1 OR APPROVER EQUAL. 5. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING iS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXOOT ITEM 526. 6. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 7. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2X FOR SIDEWALKS AND PAVEMENT. 8. ALL ADA ACCESS PATH($), SIDEWALK(S), AND PARKING SHALL BE IN ACCORDANCE WITH TAS, CURRENT EDITION S TTI X X -C tli m rrI SECOND STREET SIDE BRICK PAVERS 6" WIDE CURB FOR EDGING 1" THICK SAND BED 11 :. 5' THICK CONCRETE #3 REBAR (6" FOR DRIVEWAYS) 18' O.C.E.W ;mss. RU�NN•E�R BOND (LONG SIDE OF 'f BRiCK PARALLEL TO STREET CURB) jjjttCK DIMENSIONS: 7We`x 37,6'x 2W 6' WIDE CURB NOTES - 1 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALT. FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE, AND SHALL RUN PARALLEL. TO STREE[. 3. CONCRETE SHALL HAVE A 28 -DAY STRENGTH OF 3500 PSI BRICK PAVER DETAIL N.T.S. BOYETT STREET SIDE NOTES: 1. 4" MIN CALIPER TREE 2. REFER TO LANDSCAPE PLAN FOR TREE TYPES. 3. TREE GRATE - SEE DETAIL 4. BRICK PAVERS - SEE DETAIL S. AMEND SOIL PER BEDDING MIX NOTES. S. STREET TREE SOIL BEDDING MIX. STREET TREE PLANTING NOTES 1. LANDSCAPE CONTRACTOR TO FULLY REMOVE COMPACTED SUBGRADE AND NATIVE SON. TO THE SIZE OF CONTAINER WHEN PLANTING STREET TREES. 2. FULLY REMOVE ALL CONSTRUCTION DEBRIS, TRASH, ROCKS AND ANY OTHER MATERIAL GREATER THAN 2' IN DIAMETER. 3. INSTALL BEDDING MIX. 4. DIG PLANTING HOLE WIDTH 12" LARGER THAN ROOTBALL ON ALL SIDES. 5. SCARIFY ROOT BNL.. 6. ROOT FLARE SHALL BE EXPOSED. TREE PLANTER DETAIL N.T.S. THE SEAL APPEARING ON THIS . DOCUMENT WAS AUTHORIZED BY e e r mi n g 7 DEVEN DOYEN, P.E., Z3--ch-u-sitz E LLCLICENSEE NO. 109835 11ccS& 2730 Longmire, Suite A APRIL 12, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14323 APRIL 2015 .7- ...... .................... DEVEN L DOYEN s 188835 1••• FIRM # 12327 SCHULTZ ENGINEERING, LLC 35' Ar i _360. 08' _ B" AT EACH END Ili BEDDING MIX '.'• 5' CONIC. W/ e a a a" 4 4 a: a 4 •.M-�-^ CONSTRUCTION NOTE 3 a IRRIGATION PIP (SCH. 40) SLOPE TO DRAIN PIPE EhRiH rr�a UNDISTRIBUTED W/3' PVC SLEEVE (SEE a s a UNDERDRAIN WRAPPED IN I { UNDISTRIBUTED W/3' PVC SLEEVE (SEE 4" PVC PERFORATED f f" a a 2 INDUSTRIES OR APPROVED EQUAL) 6' LAYER OF 15 MIL MOISTURE BARRIER (AS (FLEX -DRAIN OR APPROVED 3/8' PEA GRAVEL MANUFACTURED BY SMO EQUAL) INDUSTRIES OR APPROVED EQUAL) a a. '4 4 o v .d [=30` MIN 6e 'MIN. B" 5' 3 BIKE RACK DETAIL N.T.S. (D = #4 BARS NOTE: ALL CURBS a IN HEIGHT 0 = 3/4' X 18' SMOOTH UNLESS NOTED OTHERWISE. EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. i--4 $" VARIES 5' (MINIMUM) BRICK PAVER ' I. BARS SSIQEWALK (SEE DETAIL) O 12" O.C. VAAIYAAI j5' CONC. W/ #4 O 12' O.C.E.W. BEDDING MIX 6' LAYER OF -) 3/8' PEA GRAVEL -STAB. SU80RAOE eo UNDISTRIBUTED SLOPE TO DRAiN PIPE.` EARTH (ly'•) ;; UNDISTRIBUTED IRRIGATION PiPE (_ _ EARTH (TYP•) (SCH. 40) W/3" -- t 4" PVC PERFORATED PVC SLEEVESIZES) 15 MIL MOISTURE WRIER f t _ f UNDERDRAIN PLAN FOR SIZEZES) (AS MANUFACTURED BY - WRAPPED IN STEGO INDUSTRIES OR GEOTExnLE FABRIC APPROVED EQUAL) FLEX -DRAIN OR APPROVED EQUAL) SIDEWALK BEDDING SECTION DETAIL NOT LOCATED ON BACK OF CURB N.T.S. TREE GRATE 6` VARIES $' S' (MINIMUM) (NEENAH #R-8713) BRICK PAVER SIDEWALK 3' OF HARDWOOD MULCH IRRIGATION PIP (SEE DETAIL) (SCH. 40) W/3" PVC SLEEVE (SEE PLAN FOR SIZES) aoao BEDDING MIX " LAYER PEA GRAVEL STAB. SUBGRADE :. ..:.:.:..... . :.: 5" CONC. W/ 'SLOPE TO ORAIN PIPE'..' #4 O 12" O.C.E.W. UNDISTRIBUTED GRATE FRAM I-{ = EARTH MP.) ANCHOR MP.)t -" I I 4' PVC PERFORATED COMPACTED SUBGRADE 15 AitL MOISTURE BARRIER { { - I UNDERDRAIN (TYP.)SEE SIDEWALK (AS MANUFACTURED BY 1= WRAPPED IN CONSTRUCTION NOTE 3 STEGO INDUSTRIES OR GEOTEXTTLE FABRIC APPROVED EQUAL) (FLEX-DRAdN OR SIDEWALK SECTION AT TREE GRATES DETAILAPPROVED EQUAL) NOT LOCATED ON BACK OF CURB N.T.S. 5' (MINIMUM) VARIES $" BRICK PAVER 18" 4 BARS9. SIDEWALKD OETAIL) O 12' O.C. _ SIDEWALK BEDDING DETAIL N.T.S. .TREE CRATE5' (MINIMUM) $" VARIES 6' (NEENAH JR -8713) BRICK PAVER GRAPE FRAM 3' OF HARDWOOD MULCH SIDEWALK W/ CONCRETE (SEE DETAIL) ANCHOR (TYP.) N ML1.1,rA1VX1VVA1VY <._l. _ ••.. r' Ili BEDDING MIX '.'• 5' CONIC. W/ !. �f4 O 12" O.C.E.W. #4 O 12" O.C.EW. STAB. SUBGRADE ::; : - ' .` .' ; . . SLOPE 70 DRAiN PIPE COMPACTED SUBGRADE "'^"�"' ... CONS.}SEE SIDEWALK : '' ::::'": ''; ' 4 : UNDISTRIBUTED •.M-�-^ CONSTRUCTION NOTE 3 IRRIGATION PIP (SCH. 40) SLOPE TO DRAIN PIPE EhRiH rr�a UNDISTRIBUTED W/3' PVC SLEEVE (SEE f f IRRIGATION PIP (SCH. 40) UNDERDRAIN WRAPPED IN I { UNDISTRIBUTED W/3' PVC SLEEVE (SEE 4" PVC PERFORATED f f" EARTH (i1'P.) PLAN FOR SIZES) UNDEI�RAIN WRAPPED IN GEOTEXTILE FABRIC INDUSTRIES OR APPROVED EQUAL) 6' LAYER OF 15 MIL MOISTURE BARRIER (AS (FLEX -DRAIN OR APPROVED 3/8' PEA GRAVEL MANUFACTURED BY SMO EQUAL) INDUSTRIES OR APPROVED EQUAL) SIDEWALK BEDDING DETAIL N.T.S. .TREE CRATE5' (MINIMUM) $" VARIES 6' (NEENAH JR -8713) BRICK PAVER GRAPE FRAM 3' OF HARDWOOD MULCH SIDEWALK W/ CONCRETE (SEE DETAIL) ANCHOR (TYP.) N ML1.1,rA1VX1VVA1VY <._l. SIDEWALK SECTION AT TREE GRATES DETAIL N.T.S. 6" CONCRETE 4" DRAiN LINE (PERFORATED PAVEMENT LANDSCAPE CONTRACTOR TO PVC W/GEOTEXTILE WRAP) LANDSCAPE CONTRACTOR TO FULLY REMOVE COMPACTED FULLY REMOVE COMPACTED SUBGRADE AND NATIVE SOIL TO SUBGRADE AND NATIVE SOIL TO 8" PAVNONENT WITHIN THE LIMITS OF THE GRATE' CLEANOUT WITHIN THE LIMITS OF THE GRATE WHEN PLANTING STREET TREES WHEN PLANTING STREET TREES STREET TREES TO BE BED iN STREET TREES TO BE BED IN 6 CURB a': BEDDING MIX. 8' CURB a'.' ` BEDDING MDT. .tl.. d4� y'. •� ��. a0y° 3••ad• ' 4" DRAIN UNE (PERFORATED PVC ') OTEXTiL£ W/ GE TREE GRATE- (NEENAH #R-8713) =TREE GRATE - ,a (NEENAH #R-8713) _T BUBBLER NOZZLE s- ClEAN0U7 IRRIGATION LINE (SEE IRRIGATION BUBBLER NOZZLE" IRRIGATION LINE PLAN FOR SIZE) (SEE IRRIGATION -" - - - I PLAN FOR SiZE) 4,. tta" TREE GRATE DETAIL ON BACK OF SIDEWALK TREE GRATE DETAIL N.T.S. E WE D FOR N.T.S. C MPLIANC E` IA I;. _ APR 212015 APR i 1 N OLLEGE TION COLLEGE DEV . LOPME RVICESSTATION. ENGINEERING PLAT FILED: CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 -COLLEGE STATION, TX IN PREF. 36' MIN. 20' SPACING BEDDING MIX TREE PLANTER DETAIL B N.T.S. SITE PLAN SHEET 2 OF 2 GRATE HALVES BOLTED TOGETHER W/ (2) X 13x3 SS HEX BOLT & HEX NUT W/ WASHERS. CRATE OPENING SPECIFY MIN. CLEARANCE OF TRUNK TREE�RATE POUR iN PLACE CONCRETE DRAINAGE PiPE I` TIED TO STORM SEINER i. 60' X 60' NEENAH FOUNDARY CAST IRON TREE GRATE MODEL # R -5738 -At 2. MATERIAL SHALL BE CAST`IRON ASTM A-48, CLASS 358 FINISH, NOT PAINTED. TREE GRATE DETAIL D SUBGRADE N.T,S. SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 T=ILE NAME: 14-323 SHEET C2 I BEDDING MIX �. ii°° 5' CONT. W/ !. �f4 O 12" O.C.E.W. STAB. SUBGRADE ::; : - ' .` .' ; . . SLOPE 70 DRAiN PIPE COMPACTED SUBGRADE "'^"�"' ... CONS.}SEE SIDEWALK •.M-�-^ CONSTRUCTION NOTE 3 IRRIGATION PIP (SCH. 40) UNDISTRIBUTED W/3' PVC SLEEVE (SEE 4' PVC PERFORATED EARTH (INP.) PLAN FOR SIZES) UNDERDRAIN WRAPPED IN I { GEOTEXOILE FABRIC 6" LAYER OF 15 MIL MOISTURE BARRIER (AS (FLEX -DRAIN OR APPROVED 3/8' PEA GRAVEL MANUFACTURED BY STE00 EQUAL) INDUSTRIES OR APPROVED EQUAL) SIDEWALK SECTION AT TREE GRATES DETAIL N.T.S. 6" CONCRETE 4" DRAiN LINE (PERFORATED PAVEMENT LANDSCAPE CONTRACTOR TO PVC W/GEOTEXTILE WRAP) LANDSCAPE CONTRACTOR TO FULLY REMOVE COMPACTED FULLY REMOVE COMPACTED SUBGRADE AND NATIVE SOIL TO SUBGRADE AND NATIVE SOIL TO 8" PAVNONENT WITHIN THE LIMITS OF THE GRATE' CLEANOUT WITHIN THE LIMITS OF THE GRATE WHEN PLANTING STREET TREES WHEN PLANTING STREET TREES STREET TREES TO BE BED iN STREET TREES TO BE BED IN 6 CURB a': BEDDING MIX. 8' CURB a'.' ` BEDDING MDT. .tl.. d4� y'. •� ��. a0y° 3••ad• ' 4" DRAIN UNE (PERFORATED PVC ') OTEXTiL£ W/ GE TREE GRATE- (NEENAH #R-8713) =TREE GRATE - ,a (NEENAH #R-8713) _T BUBBLER NOZZLE s- ClEAN0U7 IRRIGATION LINE (SEE IRRIGATION BUBBLER NOZZLE" IRRIGATION LINE PLAN FOR SIZE) (SEE IRRIGATION -" - - - I PLAN FOR SiZE) 4,. tta" TREE GRATE DETAIL ON BACK OF SIDEWALK TREE GRATE DETAIL N.T.S. E WE D FOR N.T.S. C MPLIANC E` IA I;. _ APR 212015 APR i 1 N OLLEGE TION COLLEGE DEV . LOPME RVICESSTATION. ENGINEERING PLAT FILED: CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 -COLLEGE STATION, TX IN PREF. 36' MIN. 20' SPACING BEDDING MIX TREE PLANTER DETAIL B N.T.S. SITE PLAN SHEET 2 OF 2 GRATE HALVES BOLTED TOGETHER W/ (2) X 13x3 SS HEX BOLT & HEX NUT W/ WASHERS. CRATE OPENING SPECIFY MIN. CLEARANCE OF TRUNK TREE�RATE POUR iN PLACE CONCRETE DRAINAGE PiPE I` TIED TO STORM SEINER i. 60' X 60' NEENAH FOUNDARY CAST IRON TREE GRATE MODEL # R -5738 -At 2. MATERIAL SHALL BE CAST`IRON ASTM A-48, CLASS 358 FINISH, NOT PAINTED. TREE GRATE DETAIL D SUBGRADE N.T,S. SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 T=ILE NAME: 14-323 SHEET C2 I GARAGE LEVEL 1 GARAGE LEVEL 2 85 PARKING SPACES 91 PARKING SPACES 2 HANDICAP SPACES 2 HANDICAP SPACES SEE SHEET C2 FOR PARKING GARAGE LAYOUT SECOND STREET APARTMENTS REQUIRED PARKING: 56 BEDROOMS (1 BEDROOMS) 1.5 SPACES PER BEDROOM 84 SPACES REQUIRED TOTAL 144 BEDROOMS (2 BEDROOMS) 1.95 RPACFCPR AFDROOM CAR < I -In _c;F) 180 SPACES REQUIRED TOTAL 264 x 0.75 - 198 TOTAL SPACES REQUIRED PROPOSED PARKING: 176 SPACES 4 HANDICAP SPACES 180 TOTAL SPACES PROVIDED 20 BICYCLE SPACES *AN ADMINISTRATIVE ADJUSTMENT IS BEING REQUESTED FOR THE 18 ADDITIONAL PARKING SPACES REQUIRED. NO VISITOR PARKING IS BEING PROVIDED DUE TO THE AVAILABLE CITY PAID PARKING IN THE AREA. _S-8 W-8 ST ST 40- 0 0 PROPERTY BOUNDARY BACK OF CURB PUBLIC UTILITY EASEMENT SETBACK PROPOSED SANITARY SEWER VINE PROPOSED WATER LINE PROPOSED STORM SEWER LINE PROPOSED SIDEWALK FLOW DIRECTION FIRE HYDRANT GATE VALVES SANITARY SEWER MANHOLE PROPOSED STREET LIGHTS EMSTING STREET LIGHTS Curve Table CURVE III LENGTH RADIUS I DELTA I TANGENT CHORD CHORD omcnoim 01 38.68' 25.00- 1 088'39-13w 1 24.42- 34.9e N8WO5'28"E 37.35725.00' 1 08536-18' 123.15- 133.97- 1 NOI-OZ17-W 2ND STREET I BLOCK 2.0 1 09 ` ` O ! O BOYETT STREET U11LrrY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 60 GPM MAXIMUM (PEAK) 243 GPM 3" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE (6 90% OF WATER DEMAND) AVERAGE 55 GPM MAXIMUM (PEAK) 220 GPM 8" SANITARY SEWER LINE 0 2.08% MIN. SLOPE FIXTURE UNITS = 1778 FIXTURE UNITS ALLOWED = 1920 PIPE SLOPE OK CS SECOND STREET APARTMENTS, LLC EXISTING FIRE BOYETT SUBDIVISION HYDRANT LOT 3R, BLOCK 5 EXISTING -\ GAS LINE GAS GAS GAS GAS SECOND ST. 20 10 0 20 27' PAVEMENT- SCALE IN FEET R.O.W. VARIES ISTING STREET TREE STREET LIGHT (25- O.C. TYP.) EXISTING 8" WATER LINE yKa W-8 PROPOSED STREET LIGHT I f I I p_11;%11 I I I a Lf 111110" -M I L= PROPOSED FDC LOCATION A 19' PUE 8832/148 CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION PARTS OF LOTS I & 2, 1 BLOCK 5 GAS � GAS -GAS EXISTIN 8" WATER LINE EROSION & SEDIMENT CONTROL NOTES- SITE SPECIFIC NOTES, I. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH I. THE OWNER dc DEVELOPER OF THE PROPERTY IS CS SECOND STREET APARTMENTS Il, LLc. THE CS SECOND STREET HAS BEEN BARED BY CONSTRUCTION. SUBJECT LOTS 1-8, BLOCK 20 OF W.C. BOYETT ESTATE PARTITION. THE PROPERTY IS ZONED NG -3 APARTMENTS 11, LLC 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVER MEANS NECESSARY TO MINIMIZE NORTHCATE RESIDENTIAL I ' BOYETT SUBDIVISION V) EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLUDES THE 2. PROPOSED BUILDING IS 6 STORIES, TWO LOWER LEVELS OF PAWING GARAGE AND 4 UPPER LEVELS APARTMENTS PA S R SECOND C M0 ENO STREET NTS 11 , LLC BOYETT SUBDI'VISION LOT 1, BLOCK 5 INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. OF RESIDENTIAL BUILDING, THE BUILDING WILL BE FULLY SPRINKLED. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT 3. THE MINIMUM REQUIRED FIRE FLOW FOR A RESIDENTIAL BUILDING IBC TYPE IIIA OF 177,233 SF TIS CONTROL DEVICES. INSPECTIONS SMALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT 6.000 GALLONS PER MINUTE. THE BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED OF 1/2" OR MORE. THE CONTRACTOR SMALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT FIRE FLOW BY 50 X (3.OGO GPM). TWO FIRE HYDRANTS ARE REQUIRED. THE HYDRANT FLOW WILL SIRECI AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. BE PROVIDED BY EXISTING HYDRANTS, V vv a w V w r - a ..=W -8,:'-w 4. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO AS 4. THE DENSITY IS 142 UNITS PER ACRES (128 UNITS AT 0.001 ACRES). GA 5 - ----GAS GAS - G TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. EXISTING MANHOLE 5. THIS PROPERTY IS NOT WITHIN THE 100 -YR R-ODOPLAIN ACCORDING M THE FIRM FOR BRAZ(,S RIM = 347.40' THEREQCONTUIREMENTRACTOR FOR IS REQUIREDCONSTRUCTION TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR150000 COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 48041CO305F. EFFECTIVE APRIL Z 2014. S SITES. 8" FL IN = 337.63' 6. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO A PROPOSED ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY STORMWA7M CME07ION SYSTEM IN BOYETT STREET AND BE CONVEYED TO A TRIBUTARY OF BURTON 8" FL OUT =337.43 1; CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED. AND WATERED UNTIL CREEK. DETENTION IS PROPOSED IN AN UNDERGROUND DETENTION FACILITY. GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN 7. DRAINAGE AND GRADING INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND '7 PROPOSED REMOVED BY CONTRACTOR. DRAINAGE PLANS. ACCESS' r0* MIN. 1, EASEMENT� 7. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE THE DISTURBED AREA FOR THIS PROJECT IS 0.901 ACRES (39,248 SF). e"UILDING SETBACK I PROJECT SITE. i _N7 RO• OS PARK BENCrr STREET 0 f". (50' O.C. 71-- 16' WIDE 20' MAX. ROLL -UP BUILDING SETBACK DOOR PROPOSED 6 STORY BUILDING LEVELS 1 & 2 PARKING FLOORS MULTI -FAMILY RESIDENTIAL --------------- 1,_ 1722 BROADMOOR, SUITE 105 9. THE IRRIGATION SYSTEM MUST 8£ APPROVED AND INSTALLED PRiOR 1'0 C.fl. THE PITNER FAMILY QEMIOLIM caNCTRL CTION NOTESL LIMITED PARTNERSHIP ENGINEER: PROPOSED BOYETT SUBDIVISION 11. THE DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST. Po Box 11995 IRRIGATION LINE LOT 3, BLOCK 19 (214) 265-8986 (979)764-3900 & SLEEVE & PART OF LOT 4, BLOCK 19 ACCESS SHALL BE PROVIDED AT ALL TIMES FOR CITY INSPECTIONS, MAIL DELIVERY, GARBAGE PICK-UP,TE (TYP-) 00 2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE12. PRIOR TO --RIDES. UTILITY, SCHOOL BUSES, AND OTHER HEALTH AND SAFETY-RELATED VEHICLES. ACC DIAL: A ESS ,-EXISTING z MUST NOT REQUIRE DRIVERS To EXIT THEIR VEHICLE. STREET LIGHT w ca rn G =GA5 m BUILDING SETBACK CSU ELECTRICAL DESIGN MANS FOR DETAILS. 00 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTIU71ES THAT ARE TO REMAIN IN CL Fn EXISTING PLACE. CSU ELECTRICAL CONTACT- CSU ELECTRIC PROJECT COORDINATOR 8" WATER LINE CITY OF COLLEGE STATION UTILITIES 23' cn S. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE M ANY EXISTING ROAD BUILDING SETBACK SURFACE. /-2 N BIKE RACKS ccl I> 6. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION WILL BE A 15 CY ROLL OFF STYLE COMPACTOR CONTAINER. Z SHALL BE RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE e. NLS CONTRACTOR. 15. A KNOX BOX SECURITY KEY SYSTEM SHALL BE LOCATED ON THE BUILDING, A KNOX BOX SWITCH ON QW EACH GATE & KNOX CAPS ON THE FDC. > 7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON 5 SITE, THE CONTRACTOR SMALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY 16. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE, THE LOCKABLE C< LU L CO BOND, R. J. BOYETT SUBDIVISION AN X U-) LOT 2, BLOCK 19 PROPOSED GENERAL NOTES STREET LIGHT 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING TREE PLANTER NM - PROPOSE UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. TREE WELL D. STORM DRAIN LINE I f I I p_11;%11 I I I a Lf 111110" -M I L= PROPOSED FDC LOCATION A 19' PUE 8832/148 CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION PARTS OF LOTS I & 2, 1 BLOCK 5 GAS � GAS -GAS EXISTIN 8" WATER LINE EROSION & SEDIMENT CONTROL NOTES- SITE SPECIFIC NOTES, I. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH I. THE OWNER dc DEVELOPER OF THE PROPERTY IS CS SECOND STREET APARTMENTS Il, LLc. THE CS SECOND STREET HAS BEEN BARED BY CONSTRUCTION. SUBJECT LOTS 1-8, BLOCK 20 OF W.C. BOYETT ESTATE PARTITION. THE PROPERTY IS ZONED NG -3 APARTMENTS 11, LLC 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVER MEANS NECESSARY TO MINIMIZE NORTHCATE RESIDENTIAL I ' BOYETT SUBDIVISION V) EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLUDES THE 2. PROPOSED BUILDING IS 6 STORIES, TWO LOWER LEVELS OF PAWING GARAGE AND 4 UPPER LEVELS APARTMENTS PA S R SECOND C M0 ENO STREET NTS 11 , LLC BOYETT SUBDI'VISION LOT 1, BLOCK 5 INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. OF RESIDENTIAL BUILDING, THE BUILDING WILL BE FULLY SPRINKLED. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT 3. THE MINIMUM REQUIRED FIRE FLOW FOR A RESIDENTIAL BUILDING IBC TYPE IIIA OF 177,233 SF TIS CONTROL DEVICES. INSPECTIONS SMALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT 6.000 GALLONS PER MINUTE. THE BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED OF 1/2" OR MORE. THE CONTRACTOR SMALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT FIRE FLOW BY 50 X (3.OGO GPM). TWO FIRE HYDRANTS ARE REQUIRED. THE HYDRANT FLOW WILL SIRECI AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. BE PROVIDED BY EXISTING HYDRANTS, V vv a w V w r - a ..=W -8,:'-w 4. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO AS 4. THE DENSITY IS 142 UNITS PER ACRES (128 UNITS AT 0.001 ACRES). GA 5 - ----GAS GAS - G TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. EXISTING MANHOLE 5. THIS PROPERTY IS NOT WITHIN THE 100 -YR R-ODOPLAIN ACCORDING M THE FIRM FOR BRAZ(,S RIM = 347.40' THEREQCONTUIREMENTRACTOR FOR IS REQUIREDCONSTRUCTION TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR150000 COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 48041CO305F. EFFECTIVE APRIL Z 2014. S SITES. 8" FL IN = 337.63' 6. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO A PROPOSED ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY STORMWA7M CME07ION SYSTEM IN BOYETT STREET AND BE CONVEYED TO A TRIBUTARY OF BURTON 8" FL OUT =337.43 1; CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED. AND WATERED UNTIL CREEK. DETENTION IS PROPOSED IN AN UNDERGROUND DETENTION FACILITY. GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN 7. DRAINAGE AND GRADING INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND '7 PROPOSED REMOVED BY CONTRACTOR. DRAINAGE PLANS. ACCESS' r0* MIN. 1, EASEMENT� 7. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE THE DISTURBED AREA FOR THIS PROJECT IS 0.901 ACRES (39,248 SF). e"UILDING SETBACK I PROJECT SITE. i _N7 RO• OS PARK BENCrr STREET 0 f". (50' O.C. 71-- 16' WIDE 20' MAX. ROLL -UP BUILDING SETBACK DOOR PROPOSED 6 STORY BUILDING LEVELS 1 & 2 PARKING FLOORS MULTI -FAMILY RESIDENTIAL --------------- 1,_ 00 'A (TYP-) 404 PER GARAGE LEVEL PROPOSED 8' WIDE SIDEWALK (TYP.) Vk 1> EXISTIN C/I 6' SIDEWALK 0 ro ull 0' PARK BENCH 2MAX. . NEELLEY, A. �G13UILDING SETBACK (50' O.C. TYP.) BOYETT SUBDIVISION 00 LOT 1, BLOCK 19. A'ayl;PROPOSED UNDERGROUND-,,, EXISTING PROPOSED DETENTION FACILITY CIO IK N\ 2" WATER LINE PRIVATE SEWER- r1_1 N SERVICE10" MIN. BUILDING SETBACK W7. -2 EXISTING FIRE W-2 HYDRANT I W-2 ----W-2 I W-2 W-2 W-6 0 ST_ST STS T ST ST ST ST --ST 5-10 ---�s ILD /'0 ST -ST ST ST - ------ -S-10 EXISTIN -10 -S-10 --- �S_jc) S-10 122 L MANHOLE EXISTING -7 PROPOSED PUBLIC S-10 ______S_10 10" SEWER LINE STORM SEWER PIPE EXISTING MANHOLE PROPOSED STREET LIGHT RIM 343.13' BOYETT STREET LU En EXISTING GAS LINE 10" FL IN 333.29' 28' PAVEMENT 8" FL IN 333.36' < 10 CD ­__ 50' R.O.W. GAS FL OUT 333.22' GAS GAS GAS ----GAS GASGAS -GAS -GAS -GAS GAS EXISTING GAS GAS GAS MANHOLE uJ in __-_ GATE VALVE 8"x8" TEE -\ 4"x4 I " TEE REDUCER WATER SERVICEI 0 X11. TEE Z02, f 11 LzlAwpi�j ur- INSET A 1"=10' THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., ,onmultz Engineering, LLud-% LICENSE NO. 109835 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DILD DLD JPS 14-323 FEBRUARY 2015 BIKE RACKS 23, TYP. 91 TVP. TYP. EXISTING UNDERGROUND ELECTRICAL LINE EXISTING 8" SEWER LINE 1722 BROADMOOR, SUITE 105 9. THE IRRIGATION SYSTEM MUST 8£ APPROVED AND INSTALLED PRiOR 1'0 C.fl. BRYAN. TEXAS 77802 QEMIOLIM caNCTRL CTION NOTESL 10, TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. ENGINEER: SENECA INVESTMENTS 1. ALL CONSTRUCTION ACTIVITIES, TO INCLUDE CLEARING, GRUBBING, AND GRADING SHALL BE WITHIN THE 11. THE DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST. Po Box 11995 ADDISON, TEXAS 75001 LIMITS OF DISTURBED AREA SHOWN ON THIS PLAN. (214) 265-8986 (979)764-3900 ACCESS SHALL BE PROVIDED AT ALL TIMES FOR CITY INSPECTIONS, MAIL DELIVERY, GARBAGE PICK-UP,TE 2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE12. PRIOR TO --RIDES. UTILITY, SCHOOL BUSES, AND OTHER HEALTH AND SAFETY-RELATED VEHICLES. ACC DIAL: A ESS ,-EXISTING z MUST NOT REQUIRE DRIVERS To EXIT THEIR VEHICLE. STREET LIGHT w ca rn 20' MAX. TO COMMENCING DEMOLITION WORK. m BUILDING SETBACK CSU ELECTRICAL DESIGN MANS FOR DETAILS. LIJ 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTIU71ES THAT ARE TO REMAIN IN CL Fn PLACE. CSU ELECTRICAL CONTACT- CSU ELECTRIC PROJECT COORDINATOR I ( 10'MIN. CITY OF COLLEGE STATION UTILITIES 23' cn S. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE M ANY EXISTING ROAD BUILDING SETBACK SURFACE. /-2 N BIKE RACKS 14. THE COMPACTOR ENCLOSURE SHALL HAVE A 16' WIDE BY 8' TALL ROLL -UP DOOR. THE COMPACTOR 00 'A (TYP-) 404 PER GARAGE LEVEL PROPOSED 8' WIDE SIDEWALK (TYP.) Vk 1> EXISTIN C/I 6' SIDEWALK 0 ro ull 0' PARK BENCH 2MAX. . NEELLEY, A. �G13UILDING SETBACK (50' O.C. TYP.) BOYETT SUBDIVISION 00 LOT 1, BLOCK 19. A'ayl;PROPOSED UNDERGROUND-,,, EXISTING PROPOSED DETENTION FACILITY CIO IK N\ 2" WATER LINE PRIVATE SEWER- r1_1 N SERVICE10" MIN. BUILDING SETBACK W7. -2 EXISTING FIRE W-2 HYDRANT I W-2 ----W-2 I W-2 W-2 W-6 0 ST_ST STS T ST ST ST ST --ST 5-10 ---�s ILD /'0 ST -ST ST ST - ------ -S-10 EXISTIN -10 -S-10 --- �S_jc) S-10 122 L MANHOLE EXISTING -7 PROPOSED PUBLIC S-10 ______S_10 10" SEWER LINE STORM SEWER PIPE EXISTING MANHOLE PROPOSED STREET LIGHT RIM 343.13' BOYETT STREET LU En EXISTING GAS LINE 10" FL IN 333.29' 28' PAVEMENT 8" FL IN 333.36' < 10 CD ­__ 50' R.O.W. GAS FL OUT 333.22' GAS GAS GAS ----GAS GASGAS -GAS -GAS -GAS GAS EXISTING GAS GAS GAS MANHOLE uJ in __-_ GATE VALVE 8"x8" TEE -\ 4"x4 I " TEE REDUCER WATER SERVICEI 0 X11. TEE Z02, f 11 LzlAwpi�j ur- INSET A 1"=10' THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., ,onmultz Engineering, LLud-% LICENSE NO. 109835 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DILD DLD JPS 14-323 FEBRUARY 2015 BIKE RACKS 23, TYP. 91 TVP. TYP. EXISTING UNDERGROUND ELECTRICAL LINE EXISTING 8" SEWER LINE .Oil ,-PROPOSED El ECTRICAL TRANSFORMER III Wft 0 -m -W, i f5im PPM LOCATION - e-.... ir _j'--STRTREE tj Mn IWORM -------- rPARKING GARAGE ENTROWCE PARK BENCH S-10 (50 O.C. TYP.) C/3 PROPOSED __-S-10 STREET LIGHT EXISTING MANHOLE RIM 344.69' g GAS -7 B" FL IN 335.87' • -GAS G 8" FL IN 334.59'- GAS GAS FL OUT 334.49' CHERRY STREET APAD,\.`,rLmENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION,, TX VICINITY MAP I - 11011111 � 1 130 SHEET 1 OF 2 TOTAL SQUARE FOOTAGE = 177,233 NUMBER 1 BEDROOM UNITS = 56 NUMBER 2 BEDROOM UNITS = 72 OVERALL TOTAL OF UNITS = 128 DENSITY = 142 UNITS/ACRE CHERRY STREET APARTMENTS TOTAL AREA m 0.901 ACRES W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 VOL. 100 PG. 440 COLLEGE STATION, BRAZOS COUNW, TE SCALE: 1"=20' FEBRUARY 2015 OWNER: SURVEYOR: CS SECOND STREET APARTMENTS 11, LLC STRONG SURVEYING 16800 WESTGROVE OR, SUITE 600 1722 BROADMOOR, SUITE 105 9. THE IRRIGATION SYSTEM MUST 8£ APPROVED AND INSTALLED PRiOR 1'0 C.fl. BRYAN. TEXAS 77802 QEMIOLIM caNCTRL CTION NOTESL 10, TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. ENGINEER: SENECA INVESTMENTS 1. ALL CONSTRUCTION ACTIVITIES, TO INCLUDE CLEARING, GRUBBING, AND GRADING SHALL BE WITHIN THE 11. THE DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST. Po Box 11995 ADDISON, TEXAS 75001 LIMITS OF DISTURBED AREA SHOWN ON THIS PLAN. (214) 265-8986 (979)764-3900 ACCESS SHALL BE PROVIDED AT ALL TIMES FOR CITY INSPECTIONS, MAIL DELIVERY, GARBAGE PICK-UP,TE 2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE12. PRIOR TO --RIDES. UTILITY, SCHOOL BUSES, AND OTHER HEALTH AND SAFETY-RELATED VEHICLES. ACC DIAL: A ESS DEMOLITION. MUST NOT REQUIRE DRIVERS To EXIT THEIR VEHICLE. 3. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN, PRIOR 13. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER TO COMMENCING DEMOLITION WORK. THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT, REFER TO UTILITY SHEET AND CSU ELECTRICAL DESIGN MANS FOR DETAILS. LIJ 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTIU71ES THAT ARE TO REMAIN IN PLACE. CSU ELECTRICAL CONTACT- CSU ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES cn S. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE M ANY EXISTING ROAD PH: 979-764-6314 SURFACE. 14. THE COMPACTOR ENCLOSURE SHALL HAVE A 16' WIDE BY 8' TALL ROLL -UP DOOR. THE COMPACTOR 6. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION WILL BE A 15 CY ROLL OFF STYLE COMPACTOR CONTAINER. SHALL BE RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 15. A KNOX BOX SECURITY KEY SYSTEM SHALL BE LOCATED ON THE BUILDING, A KNOX BOX SWITCH ON EACH GATE & KNOX CAPS ON THE FDC. 7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON 5 SITE, THE CONTRACTOR SMALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY 16. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE, THE LOCKABLE POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING UID AT MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING TREE PLANTER NM - UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. I. TREES SHALL BE PLANTED IN A MINIMUM 4-S' SQUARE AREA OF TOPSOIL EXTENDING 10 A DEPTH OF AT LEAST 4. A MINIMUM 6' GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOILF, M 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. DRAINAGE. THIS WILL ONLY APPLY IN AREAS WHERE THE SIDEWALK IS NOT STRUCTURAL, OTHER CU SOIL MAY BE REQUIRED. 3. ALL SITE WORK CONSTRUCTION IS TO BE DONE IN CONFORMANCE WITH THE BRYAN/COLLEGE STATION 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: 2012 STANDARD DETAILS AND SPECIFICATIONS UNLESS OTHERWISE STATED IN THE PLANS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN THAT DOES NOT MEET THE SPECIFICATIONS OF THE SOIL BEDDING MIX ON SHEET C2. FROM BEST AVAILABLE RECORD INFORMA71ON BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS LU OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE 8 HORIZON (SUBSOIL) SOULS SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. SMALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF (A THE SOIL BEDDING MIX ON SHEET C2. 0 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. a) 0 C. BEFORE TOPSOIL IS PLACED. ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION 6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED SPECIFICATIONS. M -2 DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND Cal cm 140 FIMRE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMPLETED, r- 0 MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE fAm THE SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF OTHAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT` AND 4= 20* BELOW FINAL TOPSOIL W 0 AM CERTIFICATE OF OCCUPANCY. 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & I- BEFORE TOPSOIL INSTALLATION. CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE 70 ALLOW INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL IS FREE OF DEBRIS AND MEETS PENETRABILITY IRRITION cl) GAPLANS. c 0 STANDARDS. m Z 8 BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED F. THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TABLE 1. IF DMOPMENT ORDNANCE. EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOIL AND/OR 9. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER, AND IMPORT SOIL ACCORDING TO THE CITYS RECOMMENDATIONS IN ORDER M MEET LISTED SERVICE COMPONENTS, AND SIMILAR DEVICES, WETHER GROUND LEVEL, WALL MOUNTED, OR ROOF REQUIREMENTS, w MOUNTED, SMALL 13E SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING MATERIALS SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE PRINCIPLE G. FOR TOPSOIL INSTALLATION SPREAD 2-3" OF APPROVED TOPSOIL ON EXISTING SOIL TILL ADDED BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE COLORS, AND SOIL WITH A ROTARY 71ULER THAT IS SET TO A DEPTH OF 6'. ADD AN ADDITIONAL e OF SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF SCREENING VARIOUS APPROVED TOPSOIL TO BRING THE AREA UP M GRADE. EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS. 13 10. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. mm 11. THE FIRE SUPPRESSION LINE SMALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE IU SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LLS62 LOCKING UD. AT A -MINIMUM. 0 Li AN ALTERNATE LOCKABLE UD SHALL BE APPROVED BY COLLEGE STATION - U71UTIES DIRECTOR OR DESIGNEE. PRIOR TO INSTALLATION. 12. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 13. ALL ROOF- AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM MEW OR ISOLATED SO AS NOT 70 BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY 00 RESIDENTIAL DISTRICT WITHIN ISO- OF THE LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE, 14. THE REQUIRED FLOOR -TO -AREA RATIO IS MET BY THE PROPOSED SQUARE FOOTAGE. THE AREA W PROVIDED (108.380 SF) SURPASSES THE THE REQUIRED SQUARE FOOTAGE (34134 SF). THIS CALCULATION DOES NOT INCLUDE EASEMENTS, SEMAtjS 5' PUE .Oil ,-PROPOSED El ECTRICAL TRANSFORMER III Wft 0 -m -W, i f5im PPM LOCATION - e-.... ir _j'--STRTREE tj Mn IWORM -------- rPARKING GARAGE ENTROWCE PARK BENCH S-10 (50 O.C. TYP.) C/3 PROPOSED __-S-10 STREET LIGHT EXISTING MANHOLE RIM 344.69' g GAS -7 B" FL IN 335.87' • -GAS G 8" FL IN 334.59'- GAS GAS FL OUT 334.49' CHERRY STREET APAD,\.`,rLmENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION,, TX VICINITY MAP I - 11011111 � 1 130 SHEET 1 OF 2 TOTAL SQUARE FOOTAGE = 177,233 NUMBER 1 BEDROOM UNITS = 56 NUMBER 2 BEDROOM UNITS = 72 OVERALL TOTAL OF UNITS = 128 DENSITY = 142 UNITS/ACRE CHERRY STREET APARTMENTS TOTAL AREA m 0.901 ACRES W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 VOL. 100 PG. 440 COLLEGE STATION, BRAZOS COUNW, TE SCALE: 1"=20' FEBRUARY 2015 OWNER: SURVEYOR: CS SECOND STREET APARTMENTS 11, LLC STRONG SURVEYING 16800 WESTGROVE OR, SUITE 600 1722 BROADMOOR, SUITE 105 ADDISON, TEXAS 75001 BRYAN. TEXAS 77802 (979) 776-9836 DEVELOPER: ENGINEER: SENECA INVESTMENTS SCHULT7 ENGINEERING. LLC. 16800 WESTGROVE DR. SUITE 100 Po Box 11995 ADDISON, TEXAS 75001 COLLEGE STATION, TX 77842 (214) 265-8986 (979)764-3900 SCALE k-101ALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET �1 SIDEWALK, DRAINAGE, PAVEME RESIDENTIAT-A . mrl, \14 o - PROJECT LOCATION I OWNER: CS SECOND STREET APARTMENTS II, LLC. 16800 WESTGROVE DR, SUITE 600 ADDISON, TEXAS 75001 DEVELOPER: SENEGA INVESTMENTS 16800 WESTGROVE DR, SUITE 100 ADDISON, TEXAS 75001 (214) 265-8686 SITE DEVELOPMENT C s WITH ASSOCIATED NT9 & UTILITY A-j!k- AJAR- -.a- -1V-A-L IN -a- I A PI -1 A R B- 0 -.AC!B- -cs- -.L%.. -Auk- 0 8, BLOCK 20 ��llJ�AJ�� ��A�J��lm � ' - -- Tl XCBS 0 0 BRUARY THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., LICENSE NO. 109835 FEBRUARY 13, 2015 ISSUED FOR REVIEW i/PCE OF .?fir: ...............:.*.. OEVEN L. 00YEN FIRM # 1232 SCHULTZ ENGINEERING, LLC SCHEDUL SHEET TITLE of SHEETS Cl SITE PLAN - SHEET 1 OF 2 11 C2 SITE PLAN - SHEET 2 OF 2 STREET C3 DEMOLITION PLAN C4 GRADING PLAN C5 PAVEMENT PLAN SW 6 UTILITY C TY P LAN SIDEWALK DETAILS C7 PUBLIC WATER LINE PLAN & PROFILES C8 DRAINAGE PLAN & EROSION CONTROL PLAN C9 PUBLIC & PRIVATE STORM SEWER PLAN & PROFILE C 10 TRAFFIC CONTROL PLAN SHEET FIGURE ST STANDARD STREET DETAILS FIGURE SW STANDARD SIDEWALK DETAILS FIGURE W1 STANDARD WATER DETAILS SHEET 1 OF 2 FIGURE W2 STANDARD WATER DETAILS SHEET 2 OF 2 FIGURE S1 STANDARD SEWER DETAILS SHEET 1 OF 2 FIGURE S2 STANDARD SEWER DETAILS SWEET 2 OF 2 FIGURE D STANDARD DRAINAGE DETAILS GARAGE LEVEL 1 GARAGE LEVEL 2 85 PARKING SPACES 91 PARKING SPACES 2 HANDICAP SPACES 2 HANDICAP SPACES SEE SHEET C2 FOR PARKING GARAGE LAYOUT PARKING ANALYSIS SECOND STREET APARTMENTS REQUIRED PARKING: 56 BEDROOMS (1 BEDROOMS) 1.5 SPACES PER BEDROOM 84 SPACES REQUIRED TOTAL 144 BEDROOMS (2 BEDROOMS) 1.25 SPA . S PFR 6FOROOM (i3R t 13nSQ 180 SPACES REQUIRED TOTAL 264 x 0.75 = 198 TOTAL SPACES REQUIRED PROPOSED PARKING: 176 SPACES 4 HANDICAP SPACES 180 TOTAL SPACES PROVIDED 20 BICYCLE SPACES *AN ADMINISTRATIVE ADJUSTMENT IS BEING REQUESTED FOR THE 18 AD011iONAL PARKING SPACES REQUIRED. NO VISITOR PARKING IS BEING PROVIDED DUE TO THE AVAILABLE CITY PAID PARKING IN THE AREA. LEGEND Curve Table CURVE 11` LENGTH RADIUS DELTA TANGENT I CHORD I CHORD DIRECTION C1 38.68' 25.00' 088'39'13" 24.42' 34.94' N86'05'28"E C2 37.35' 25.00' 085.36'18' 23.15' 33.97' 1 N01-02'1 7-W 2ND STREET to (0 ( n I 00 E•- F- N H O O O O a: ( BLOCK 20 1 w _ 6 1 1 1 F- I p ` p � O BOYETT STREET UTILITY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 60 GPM MAXIMUM (PEAK) 243 GPM 3" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE (® 90% OF WATER DEMAND) AVERAGE 55 GPM MAXIMUM (PEAK) 220 GPM 8" SANITARY SEWER LINE 0 2.08% MIN. SLOPE FIXTURE UNITS = 1778 FIXTURE UNITS ALLOWED = 1920 PIPE SLOPE OK CS SECOND STRLET APARTMENTS, LLC EXISTING FIRE BOYETT SUBDIVISION HYDRANT LOT 3R, BLOCK 5 EXISTING GAS LINE { V GAS =GAS GAS GAS GAS •Ni SECOND ST.&,� `' 20 10 0 20 r �, 27' PAVEMENT f ! QR.O.W. VkRIES ^° fps SCALE IN FEET I EXISTING '�' STREET TREE �3Q� STREET LIGHT (25' O.C. TYP.) EXISTING \ \ 771 8" jl 8" WATER LINE \ t ' / i ______-�- -W-8 1 A. PROPOSED STREET LIGHT D 00 PROPERTY BOUNDARY .� 3:NG - HAS BEEN BARED BY CONSTRUCTION. BACK OF CURB jTHE PiTNER FAMILY t - PUBLIC UTILITY EASEMENT - - SETBACK S-8 PROPOSED SANITARY SEWER UNE MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE W-8 PROPOSED WATER LINE 1BOYETT SUBDIVISION i ST ST PROPOSED STORM SEWER UNE W 4. IRRIGATION LINE LOT 3, BLOCK 19 i PROPOSED SIDEWALK -i FLOW DIRECTION <0 FIRE HYDRANT 0 GATE VALVES OSANITARY SEWER MANHOLE ( PROPOSED STREET LIGHTS EXISTING STREET LIGHTS Curve Table CURVE 11` LENGTH RADIUS DELTA TANGENT I CHORD I CHORD DIRECTION C1 38.68' 25.00' 088'39'13" 24.42' 34.94' N86'05'28"E C2 37.35' 25.00' 085.36'18' 23.15' 33.97' 1 N01-02'1 7-W 2ND STREET to (0 ( n I 00 E•- F- N H O O O O a: ( BLOCK 20 1 w _ 6 1 1 1 F- I p ` p � O BOYETT STREET UTILITY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 60 GPM MAXIMUM (PEAK) 243 GPM 3" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE (® 90% OF WATER DEMAND) AVERAGE 55 GPM MAXIMUM (PEAK) 220 GPM 8" SANITARY SEWER LINE 0 2.08% MIN. SLOPE FIXTURE UNITS = 1778 FIXTURE UNITS ALLOWED = 1920 PIPE SLOPE OK CS SECOND STRLET APARTMENTS, LLC EXISTING FIRE BOYETT SUBDIVISION HYDRANT LOT 3R, BLOCK 5 EXISTING GAS LINE { V GAS =GAS GAS GAS GAS •Ni SECOND ST.&,� `' 20 10 0 20 r �, 27' PAVEMENT f ! QR.O.W. VkRIES ^° fps SCALE IN FEET I EXISTING '�' STREET TREE �3Q� STREET LIGHT (25' O.C. TYP.) EXISTING \ \ 771 8" jl 8" WATER LINE \ t ' / i ______-�- -W-8 1 A. PROPOSED STREET LIGHT D 00 PROPOSED FDC LOCATION SET A EXISTING i STREET LIGHT I 20 MAX. BUILDING SETBACK i -10' MIN. ` 23' BUILDING SETBACK D STORM DRAIN LINE d' 2 N BIKE RACKS \ 00 D : (TYP.) 1 PER GARAGE LEVEL \ PROPOSED 8' WIDE SIDEWALK (TYP.) N i EXISTING 6' SIDEWALK ° \ \ _ �O O alo IQ O2 1 i. �6 f / �� O NEELLEY' q,\G PARK BENCH I j BUILDING SETBACK I o / BOYETT SUBDIViS10N 00 (50' O.C. TYP.) J LOT 1, BLOCK 13. i AEl 1 t mn PROPOSED UNDERGROUND f ¢ f EXISTING \ PROPOSED DETENTION FACILITY 2" WATER LINE '- ` PRIVATE SEWER- I\N SERVICE 10' MIN. -2 -T--WL 2 W 2 EXISTING FIRE \ f t -- -BUILDING SETBACK - -2 w-2 W-2 - ___-- HYDRANT w-2 s \ W-6 O ST - STM ST w S -10 -_-_____-S d-'/� T -_...._ ST _____ ST ST �. -S`T ST ST ___.- ST ------ 0ST EXISTING - - �S-10 -'---------S_10 l •, r MANHOLE 5-10 ---_,S_10 t 122 LF TO CFiERR STREET RE -6 " EXISTING PROPOSED PUBLIC S-10 --___ _____ -5-10 _ 6 10 SEWER LINE STORM SEWER PIPE EXISTING MANHOLE - -----S-10 _ PROPOSED - 34 1_1 RIM = 343.13' BOYETT STREET STREET LIGHT LU -V 1 EXISTING '342, 10" FL IN = 333.29'_ `- 28' .PAVEMENT GAS UNE " to -- - $ FL IN = 333.36 a - _ , R.O.W. -� 50 --GAS-________� GAS 10" FL OUT = 333.22' � 134,,.,,.. GAS GAS ___________ GAS -..._________ GAS - EXISTING GAS GAS GAS GAS GAS 15' PUE 8832/148 CS SECOND STREET APARTMENTS II, LLC BOYETT SUBDIVISION PARTS OF LOTS 1 & 2, BLOCK 5 GASog GAS GAS o EXISTING 8" WATER LINE CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION LOT 1, BLOCK 5 t� �7 A v._8 W -GAS^ W-8� �3xAs EXISTING MANHOLE RIM = 347.40' 8" FL IN = 337.63' i v, 3 8" FL OUT =337.43' V PROPOSED =7 10' MIN. ACCESS EASEMENT BUILDING SETBACK 1 _ 1B�4 PROPOSED 1 PARK BENCH (50' O.C. TYP.) STREET LIGHT i I M3Vd610 16' WIDE HSV. 20' MAX. ROLL -UP i r '� W ) BUILDING SETBACK DOOR - ` L \ I I ail \ PROPOSED 6 STORY 1l LEVBUILDING I ELS 1 & 2 PARKING �\ y� } FLOORS 3 - 6 j I MULTI -FAMILY RESIDENTIAL \ -348-- \ I �/�1 .'.::• A��►SM■��/I`.W��F/Ii!>t■nrBLt3.i-�■11� s�l`r ��r111�t/1yi��<j.,.A, .. • /��►/)•\V ►�`ir/,�l� it I. W mw lmmmwmmm ..... •�iillrl�l.r - • 11 • ■ J 1 ,II �� - -- THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY U Uho ahz E (, V 1' 1 1 'LL D CEN L. DOYEN,.10 P.E., V V LICENSE N0. 109835 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 26'W IN d aims 2�' TYP. � I_ 20' TYP. 9' TYP. EXISTING UNDERGROUND ELECTRICAL LINE i EXISTING 8" SEWER LINE RACKS m w 2' 4 i C w i W EROSION 1. & SEDIMENT CONTROL NOTES: APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TiME T}IAT EARTH .� 3:NG - HAS BEEN BARED BY CONSTRUCTION. 2. jTHE PiTNER FAMILY t C Go EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCUDES THE SENECA INVESTMENTS I LIMITED PARTNERSHIP THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINIAL,M EVENT PROPOSED 1BOYETT SUBDIVISION i O G S STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. W 4. IRRIGATION LINE LOT 3, BLOCK 19 i TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. 5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR150000 & SLEEVE &PRT OF LOT 4, BLOCK 19 , 00 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY (TYP,) W C GROWTH IS ESTABUSHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. 7. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE f DEMOLITION I. & CONSTRUCTION NOTES: ALL CONSTRUCTION ACTIVITIES, TO INCLUDE CLEARING, GRUBBING, AND GRADING SHALL BE "THIN THE LIMITS OF DISTURBED AREA SHOWN ON THIS PLAN. i /348- ~2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO GAS oEMounoN. 3. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN. PRIOR SERVICE COMPONENTS, AND SIMILAR DEVICES, WETHER GROUND LEVEL, WALL MOUNTED, OR ROOF co 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTIU71ES THAT ARE TO REMAIN IN I EXISTING 3 PLACE. ` I 8" WATER LINE SURFACE. 1 ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION DD LL SHABE RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY \ POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. D GENERAL 1. NOTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING cc 1;. 1 3 D\ • .. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. I- Z i ALL SITE WORK CONSTRUCTION IS TO BE DONE IN CONFORMANCE WITH THE BRYAN/COLLEGE STATION °\ 'F y, S CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. O ALL UTIUTY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS LTJ w < f OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. \ Lit C- CU BOND, R. J. C,> 0 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE FLAN. _ - U00 LO `Mf BOYETT SUBDIVISION e LOT 2, BLOCK 19 • p .. PROPOSED f D°• STREET LIGHT f f PROPOSED TREE WELL PROPOSED FDC LOCATION SET A EXISTING i STREET LIGHT I 20 MAX. BUILDING SETBACK i -10' MIN. ` 23' BUILDING SETBACK D STORM DRAIN LINE d' 2 N BIKE RACKS \ 00 D : (TYP.) 1 PER GARAGE LEVEL \ PROPOSED 8' WIDE SIDEWALK (TYP.) N i EXISTING 6' SIDEWALK ° \ \ _ �O O alo IQ O2 1 i. �6 f / �� O NEELLEY' q,\G PARK BENCH I j BUILDING SETBACK I o / BOYETT SUBDIViS10N 00 (50' O.C. TYP.) J LOT 1, BLOCK 13. i AEl 1 t mn PROPOSED UNDERGROUND f ¢ f EXISTING \ PROPOSED DETENTION FACILITY 2" WATER LINE '- ` PRIVATE SEWER- I\N SERVICE 10' MIN. -2 -T--WL 2 W 2 EXISTING FIRE \ f t -- -BUILDING SETBACK - -2 w-2 W-2 - ___-- HYDRANT w-2 s \ W-6 O ST - STM ST w S -10 -_-_____-S d-'/� T -_...._ ST _____ ST ST �. -S`T ST ST ___.- ST ------ 0ST EXISTING - - �S-10 -'---------S_10 l •, r MANHOLE 5-10 ---_,S_10 t 122 LF TO CFiERR STREET RE -6 " EXISTING PROPOSED PUBLIC S-10 --___ _____ -5-10 _ 6 10 SEWER LINE STORM SEWER PIPE EXISTING MANHOLE - -----S-10 _ PROPOSED - 34 1_1 RIM = 343.13' BOYETT STREET STREET LIGHT LU -V 1 EXISTING '342, 10" FL IN = 333.29'_ `- 28' .PAVEMENT GAS UNE " to -- - $ FL IN = 333.36 a - _ , R.O.W. -� 50 --GAS-________� GAS 10" FL OUT = 333.22' � 134,,.,,.. GAS GAS ___________ GAS -..._________ GAS - EXISTING GAS GAS GAS GAS GAS 15' PUE 8832/148 CS SECOND STREET APARTMENTS II, LLC BOYETT SUBDIVISION PARTS OF LOTS 1 & 2, BLOCK 5 GASog GAS GAS o EXISTING 8" WATER LINE CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION LOT 1, BLOCK 5 t� �7 A v._8 W -GAS^ W-8� �3xAs EXISTING MANHOLE RIM = 347.40' 8" FL IN = 337.63' i v, 3 8" FL OUT =337.43' V PROPOSED =7 10' MIN. ACCESS EASEMENT BUILDING SETBACK 1 _ 1B�4 PROPOSED 1 PARK BENCH (50' O.C. TYP.) STREET LIGHT i I M3Vd610 16' WIDE HSV. 20' MAX. ROLL -UP i r '� W ) BUILDING SETBACK DOOR - ` L \ I I ail \ PROPOSED 6 STORY 1l LEVBUILDING I ELS 1 & 2 PARKING �\ y� } FLOORS 3 - 6 j I MULTI -FAMILY RESIDENTIAL \ -348-- \ I �/�1 .'.::• A��►SM■��/I`.W��F/Ii!>t■nrBLt3.i-�■11� s�l`r ��r111�t/1yi��<j.,.A, .. • /��►/)•\V ►�`ir/,�l� it I. W mw lmmmwmmm ..... •�iillrl�l.r - • 11 • ■ J 1 ,II �� - -- THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY U Uho ahz E (, V 1' 1 1 'LL D CEN L. DOYEN,.10 P.E., V V LICENSE N0. 109835 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 26'W IN d aims 2�' TYP. � I_ 20' TYP. 9' TYP. EXISTING UNDERGROUND ELECTRICAL LINE i EXISTING 8" SEWER LINE RACKS m w 2' 4 i C w i W EROSION 1. & SEDIMENT CONTROL NOTES: APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TiME T}IAT EARTH .� 3:NG - HAS BEEN BARED BY CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVER MEANS NECESSARY T3 MINIMIZE C Go EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCUDES THE SENECA INVESTMENTS INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINIAL,M EVENT (214) 265-8686 OF i/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT O G S STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. W 4. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO AS G TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. 5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR150000 REQUIREMENTS FOR CONSTRUCTION SITES. 6. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL W C GROWTH IS ESTABUSHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. 7. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. DEMOLITION I. & CONSTRUCTION NOTES: ALL CONSTRUCTION ACTIVITIES, TO INCLUDE CLEARING, GRUBBING, AND GRADING SHALL BE "THIN THE LIMITS OF DISTURBED AREA SHOWN ON THIS PLAN. j /348- ~2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO 9. :SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER, AND oEMounoN. 3. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN. PRIOR SERVICE COMPONENTS, AND SIMILAR DEVICES, WETHER GROUND LEVEL, WALL MOUNTED, OR ROOF TO COMMENCING DEMOLITION WORK. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTIU71ES THAT ARE TO REMAIN IN nj PLACE. 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD SURFACE. 6. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION LL SHABE RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. GENERAL 1. NOTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 3. ALL SITE WORK CONSTRUCTION IS TO BE DONE IN CONFORMANCE WITH THE BRYAN/COLLEGE STATION 2012 STANDARD DETAILS AND SPECIFICATIONS UNLESS OTHERWISE STATED IN THE PLANS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 4 ALL UTIUTY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. C,> 0 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE FLAN. 10 n 6 EXTERIOR BUILDING AND SITE LIGH11 ap 1722 BROADMOOR, SUITE 105 .� 3:NG - WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND 1 cn (979) 776-9836 C Go NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A SENECA INVESTMENTS SCHULTZ ENGINEERING, I.I.C. 16800 WESTGROVE DR, SUITE 100 n MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE COLLEGE STATION, TX 77842 (214) 265-8686 (979)764-3900 O G S THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND W X CO D CERTIFICATE OF OCCUPANCY. (A gC f�I 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & W C IRRIGATION PLANS. z RI 8. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED -4 r- DEVELOPMENT ORDINANCE. uj 9. :SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER, AND SERVICE COMPONENTS, AND SIMILAR DEVICES, WETHER GROUND LEVEL, WALL MOUNTED, OR ROOF 3 w "Al MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING MATERIALS nj SHALL BE 'OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE PRINCIPLE vi L ,i D 1� 1 1 D BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE COLORS, AND SCALE TO MAINTAINA UNIFIED APPEARANCE. ACCEPTABLE METHODS OF SCREENING VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS. 10. PROPOSED SiGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. 11. THE FIRE SUPPRESSION LINE SHALL HAVE A -LOCKABLE UD ON THE ISOLATION VALVE. THE LOCKABLE UD SHAD. SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID, AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR DESIGNEE, PRIOR TO INSTALLATION. 12. THE CONSTRUCTION SHALL COMPLY WITH ` OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 13. ALL ROOF- AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. 14. THE REQUIRED FLOOR -TO -AREA RATIO IS MET BY THE PROPOSED SQUARE FOOTAGE. THE AREA PROVIDED (108,380 SF) SURPASSES THE THE REQUIRED SQUARE FOOTAGE (34134 SF). THIS CALCULATION DOES NOT INCLUDE EASEMENTS, SETBACKS, AND SIDEWALK. 15 PUE PROPOSED ELECTRICAL TRANSFORMER LOCATION .rr- v -� rr.r,t.,-, err. r�.l'v ��a,►.,- �„ r.-'., Er .rr�, �r--J• mr� �'f�rh,� err , i, .rr �rr :••••..__.. �1 t I,!%j \ R ""� 1`.�Ilrr„lr ••-rrrrrrj • TI - �-.r l..-..a�w.>, i. O� a s-arrrr - ��,_ • � ;i arm - --- :----__•m.,. • • arm- - • ry• �r l FIRM # 12327 SCHULTZ ENGINEERING, LLC 'FL OUT= 334.49 9-M 7 1. CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX VICINITY MAP 11111111 �jiill WAw S13EET 1 OF 2 SITE SPECIFIC NOTES: 1. THE OWNER & DEVELOPER OF THE PROPERTY IS CS SECOND STREET APARTMENTS 11, LLC. THE SUBJECT LOTS 1-8, BLOCK 20 OF W.C. BOYETT ESTATE PARTITION. THE PROPERTY IS ZONEDING-3, NORTHGATE RESIDENTIAL 2. PROPOSED BUILDING IS 6 STORIES, TWO LOWER LEVELS OF PARKING GARAGE AND 4 UPPER (LEVELS OF RESIDENTIAL BUILDING. THE BUILDING WILL BE FULLY SPRINKLED. 3. THE MINIMUM REQUIRED FIRE FLOW FOR A RESIDENTIAL BUILDING IBC TYPE IIIA OF 177,23311 SF IS 6,000 GALLONS PER MINUTE. THE BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REpUIRED FIRE FLOW BY 50 X (3,000 GPM). TWO FIRE HYDRANTS ARE REQUIRED. THE HYDRANT FLO WILL BE PROVIDED BY EXISTING HYDRANTS. 4. THE DENSITY IS 142 UNITS PER ACRES (128 UNITS AT 0.901 ACRES). 5. THIS PROPERTY IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 48041CO305F, EFFECTIVE APRIL 2, 2014. 6. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO A PROPOSED STORMWATER COLLECTION SYSTEM IN BOYETT STREET AND BE CONVEYED TO A TRIBUTARY OF IURTON CREEK. DETENTION IS PROPOSED IN AN UNDERGROUND DETENTION FACILITY. 7. DRAINAGE AND GRADING INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS. 8. THE DISTURBED AREA FOR THIS PROJECT IS 0.901 ACRES (39,248 SF). 9. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 11. THE DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST. 12. ACCESS SHALL BE PROVIDED AT ALL TIMES FOR CITY INSPECTIONS, MAIL DELIVERY, GARBAGE PICK-UP, DIAL -A -RIDES, UTILITY, SCHOOL BUSES, AND OTHER HEALTH AND SAFETY-RELATED VEHICLES. ACCESS MUST NOT REQUIRE DRIVERS TO EXIT THEIR VEHICLE. 13. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS D PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT, REFER TO UTILITY SHEET AND CSU ELECTRICAL DESIGN PLANS FOR DETAILS. CSU ELECTRICAL CONTACT: CSU ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES PH: 979-764-6314 14. THE COMPACTOR ENCLOSURE SHALL HAVE A 16' WIDE BY 8' TALL ROLL -UP DOOR. THE COMPACTOR WILL BE A 15 CY ROLL OFF STYLE COMPACTOR CONTAINER. 15. A KNOX BOX SECURITY KEY SYSTEM SHALL BE LOCATED ON THE BUILDING, A KNOX BOX SWITCH ON EACH GATE & KNOX CAPS ON THE FDC. 16. THE FIRE SUPPRESSION UNE SHALL HAVE A LOCKABLE UD ON THE ISOLATION VALVE, THE LOCKABLE UD SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID AT MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. TREE PLANTER NOTES_: 1. TREES SHALL BE PLANTED IN A MINIMUM 4'-5' SQUARE AREA OF TOPSOIL EXTENDING TO A '(DEPTH OF AT LEAST 4'. A MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE. THIS WILL ONLY APPLY IN AREAS WHERE THE SIDEWALK IS NOT STRUCTURAL, OTHERWISE CU SOIL MAY BE REQUIRED. 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL THAT DOES NOT MEET THE SPECIFICATIONS OF THE SOIL BEDDING MIX ON SHEET C2. B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE B HORIZON (SUBSOIL)' SOILS SHALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF THE SOIL BEDDING MIX ON SHEET C2. C. BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMP CTiON SPECIFICATIONS. 0. BEFORE THE TiME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMP [ETED THE SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF 20" BELOW FINAL TOPSOIL. E. BEFORE TOPSOIL INSTALLATION, CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE TO ALLOW INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL IS FREE OF DEBRIS AND MEETS PENETRABILITY STANDARDS. F. THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TABLE 1. IF EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOIL AND/OR IMPORT SOIL ACCORDING TO THE CiTYS RECOMMENDATIONS IN ORDER TO MEET �iSTED REQUIREMENTS. G. FOR TOPSOIL INSTALLATION SPREAD 2-3" OF APPROVED TOPSOIL ON EXISTING SOIL TiLL ADDED SOIL WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6". ADD AN ADDITIONAL!" OF APPROVED TOPSOIL TO BRING THE AREA UP TO GRADE. TOTAL SQUARE FOOTAGE = 177,233 --� UMBER 1 BEDROOM UNITS = 56 NUMBER 2 BEDROOM UNITS = -7-2- 11�-L} OVERALL TOTAL OF UNITS = 128 DENSITY = 142 UNITS/ACRE CHERRY STREET TOTAL AREA = 0.901 ACRES W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 VOL. 100, PG. 440 COLLEGE STATION, BRAZOS COUNTY, TE SCALE: 1 "=20' FEBRUARY 2015 OWNER: SURVEYOR: CS SECOND STREET APARTMENTS 11, LLC STRONG SURVEYING 16800 WESTGROVE DR, SUITE 600 1722 BROADMOOR, SUITE 105 ADDISON, TEXAS 75001 BRYAN, TEXAS 77802 (979) 776-9836 DEVELOPER: ENGINEER: SENECA INVESTMENTS SCHULTZ ENGINEERING, I.I.C. 16800 WESTGROVE DR, SUITE 100 PO BOX 11995 ADDISON, TEXAS 75001 COLLEGE STATION, TX 77842 (214) 265-8686 (979)764-3900 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET C1 0 S m W ;U TTI m 0 m BOYETT STREET SIDE BEDDING MIX NOTES: I. BEDDING MIX: A MIXTURE BY VOLUME THAT CONSISTS OF 80% SAND LOAM AND 20% COMPOSTED HARDWOOD MULCH. A. SAND LOAM: A CLEAN, FRIABLE, SANDLOAM OIL CONTAINING LESS THAN 207. CLAY THAT IS FREE OF ROCKS, SUBSOIL, REFUSE, ROOTS, NOXIOUS SEEDS, STICKS, GRASSES AND ANY CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. B. COMPOSTED HARDWOOD MULCH: A X" MINUS PARTICLE SIZE, COMPOSTED HARDWOOD MULCH MATERIAL COMPOSTED A MINIMUM OF 6 MONTHS THAT IS FREE OF BIO -SOLIDS, ANIMAL MANURE, ROCKS, REFUSE, NOXIOUS SEEDS, AND OTHER FOREIGN CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. C. ALL MIXING SHALL TAKE PLACE AT THE CONTRACTOR'S YARD, USING COMMERCIAL MIXING EQUIPMENT SUFFICIENT TO THOROUGHLY MIX ALL COMPONENTS UNIFORMLY TO CREATE A HOMOGENOUS SOIL MIXTURE. D. SUBMIT SAMPLES PER SUBMITTAL REQUIREMENT FOR APPROVAL SAMPLES SHALL BE OBTAINED RANDOMLY FROM THE LOT BEING DELIVERED TO THE SITE OR FROM THE STOCK PILE. SIDEWALK CONSTRUCTION NOTES - I. S•1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING' SHALL BE REMOVED AND REPLACED. 4. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL 5. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. 6. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 7. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 22 FOR SIDEWALKS AND PAVEMENT. 8. ALL ADA ACCESS PATH(S), SIDEWALK(S), AND PARKING SHALL BE IN ACCORDANCE WITH TAS, CURRENT EDITION VARIES 5' (MINIMUM) 0 m 0 --I m m (n 0 m SFCoNn STRFFT CIIIF TREE GRATE (NEENAH #R-8713) IRRIGATION PIP (SCH. 40) W/3" PVC SLEEVE (SEE PLAN FOR SIZES) r6' LAYER OF / 3/8" PEA GRAVEL 5" CONIC. W/ :SLOPE TO #4 0 12" O.C.E.W. GRATE FRAM ��`""''� UNDISTRIBUTED W/ CONCRETE = EARTH (�') ANCHOR (TYP.) 4' PVC PERFORATED COMPACTED SUBGRADE 15 MIL MOISTURE BARRIER UNDERDRAIN (TYP.)SEE SIDEWALK ( MANUFACTURED BY WRAPPED IN CONSTRUCTION NOTE 3 STEGO INDUSTRIES OR GEOTEXTILE FABRIC APPROVED EQUAL) (FLEX -DRAIN OR SIDEWALK SECTION AT TREE GRATES DETAILLPRovED EQUAL) NOT LOCATED ON BACK OF CURB N.T.S. BOYETT STREET SIDE TREE GRATE 5' (MINIMUM) (NEENAH #R-8713) r GRATE FRAM 3" OF HARDWOOD MULCH W/ CONCRETE ANCHOR (TYP.) ;--- 6' VARIES 6" BRICK PAVER SID (SEEWALK DETAIL) SIDEWALK SECTION AT TREE GRATES DETAIL N.T.S. 9" ° 00° 00°000°O 00 fi" O 000000 0 000° 00 00 0 6" CONCRETE -°-o o -- wS` " 4" DRAIN UNE (PERFORATED PAVEMENT BEDDINGMIX o°° 5" CONK. W/ PVC W/GEOTEXTILE WRAP) LANDSCAPE CONTRACTOR TO ' ' ! #4 0 12" O.C.E.W. STAB. SUBGRADE ' .' . : - ;" .- ' . LSLOPE PIPE '. COMPACTED SUBGRADE WITHIN THE UMITS OF THE GRATE CLEANOUT TO DRAIN (TYP.)SEE SIDEWALK d:•d WHEN PLANTING STREET TREES TREES TO BE BED IN .. d' CONSTRUCTION NOTE 3 6" CURBSTREET • a': BEDDING MIX. fi' CURB IRRIGATION PIP (SCH. 40) 4' PVC PERFORATED UNDERDRAIN WRAPPED IN -' �' �_ a'.' UNDISTRIBUTED W/3" PVC SLEEVE (SEE EARTH (TV.) PLAN FOR SIZES) GEOTEXTILE FABRIC (FLEX -DRAIN OR APPROVED '•• 6" LAYER OF 3/8" PEA GRAVEL 15 MIL MOISTURE BARRIER (AS EQUAL) _. MANUFACTURED BY STEQO 24 • INDUSTRIES OR APPROVED EQUAL) SIDEWALK SECTION AT TREE GRATES DETAIL N.T.S. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ILStchUltz Engineering, DECEN L. DOYEN, P.E., LICENSE N0. 109$35 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 FIRM #12327 SCHULTZ ENGINEERING, LLC 18" #4 BARS 8'-0" 0 12" O.C.E.W. TYPE 4 CURB BRICK PAVER SIDEWALK 6" A 00°°v00°p0O0 0°00°°0v00 v00 0 0 0°0 00 000 OO 000 °00 q00 0 9" ° 00° 00°000°O 00 fi" O 000000 0 000° 00 00 0 6" CONCRETE THICK CONCRETE FOR DRIVEWAYS) wS` " 4" DRAIN UNE (PERFORATED PAVEMENT COMPACTED SUBGRADE LANDSCAPE CONTRACTOR TO FULLY REMOVE COMPACTED PVC W/GEOTEXTILE WRAP) LANDSCAPE CONTRACTOR TO 6' CONCRETE SUBGRADE AND NATIVE SOIL TO CONSTRUCTION FULLY REMOVE COMPACTEDSUBGRADE PAVEMENT WITHIN THE UMITS OF THE GRATE CLEANOUT AND NATIVE SOIL TO WITHIN THE LIMITS OF THE GRATE d:•d WHEN PLANTING STREET TREES TREES TO BE BED IN .. d' WHEN PLANTING STREET TREES 6" CURBSTREET • a': BEDDING MIX. fi' CURB STREET TREES TO BE BED IN a'.' BEDDING MIX. �':' • � •'j• •• '•• �� '+ .•fie• •O:. _. 24 • d •d d Q 4" DRAIN UNE (PERFORATED O PVC W/GEOTEXTILE WRAP) e d e A TREE GRATE - - (NEENAH #R-8713) - - - - e o• TREE GRATE (NEENAH #R-8713) BUBBLER NOZZLE CLEANOUT IRRIGATION UNE (I a • ' • ' i• 11730" MIN. 6" (SEE IRRIGATION a ` PLAN FOR SIZE) BUBBLER NOZZLE I IRRIGATION LINE SEE IRRIGATI �.FOR PLAN S ZON u TREE GRATE DETAIL ON BACK OF SIDEWALK TREE GRATE DETAIL N.T.S. N.T.S. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ILStchUltz Engineering, DECEN L. DOYEN, P.E., LICENSE N0. 109$35 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 FIRM #12327 SCHULTZ ENGINEERING, LLC 18" #4 BARS 8'-0" 0 12" O.C.E.W. TYPE 4 CURB BRICK PAVER SIDEWALK 6" A 00°°v00°p0O0 0°00°°0v00 v00 0 0 0°0 00 000 OO 000 °00 q00 0 9" ° 00° 00°000°O 00 fi" O 000000 0 000° 00 00 0 O0p0 0 THICK CONCRETE FOR DRIVEWAYS) wS` " O 1" SAND CUSHION COMPACTED SUBGRADE 5" CONCRETE W/ {r4 ®12` O.C.E.W. a' (SEE SIDEWALK . CONSTRUCTION TO STREET CURB; NOTE 3) q TYPICAL SIDEWALK SECTION DETAIL d:•d N.T.S. .. d' VARIES FT_ II PREF. 1' CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX 1-36"+ BIKE RACK DETAIL N.T.S. #4 BARS NOTE: ALL CURBS 6' IN HEIGHT = 3/4' X 18' SMOOTH UNLESS NOTED OTHERWISE. EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. "-4 TREE PLANTER DETAIL B N.T.S. ZING I. OF TRUNK 1/2" x 2" SOLID STEEL BAR, WELDED AND GROUND (27) STEEL SLATS - ARE FORMED FROM 1/4" x, 11" SEAM EMBERS .d` I .0 -CLEARANCE FOR 1/2" ANCHOR BOLTS NOTES 1. MODEL: STEELSITES SERIES #RB -28 BY VICTOR STANLEY INC. OR PRE -APPROVED EO'UIVALENT. LENGTH: 6 -FT 11 2. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER -COATED WITH POLYESTER POWDER =ELDS GS, COLOR BLACK. 3. SHALL BE POLISHED UNTIL THEY DISAPPEAR, FORMING A CONTINUOUS SURFACE. 4. BEN' CHED SHALL BE INSTALLED ON A 4" THICK CONCRETE PAD. )OUR IN PLACE :ONCRETE DRAINAGE PIPE TIED TO STORM SEWER PREPARED SUBGRADE SITE PLAN SHEET 2 OF 2 ALK BENCH DETAIL N.T.S. BRICK PAVERS 6" WIDE CURB FOR EDGING 8' AT EACH END I THICK CONCRETE FOR DRIVEWAYS) wS` " • 'a , d e o e' • a' . d • TO STREET CURB; 74fe" y 3>�» q d:•d .. d' 24 • d •d d Q O d• e d e A o o d e o• •d .44e -r-15�d 6" 11730" MIN. 6" 1:730" MIN. 15'--].3E BIKE RACK DETAIL N.T.S. #4 BARS NOTE: ALL CURBS 6' IN HEIGHT = 3/4' X 18' SMOOTH UNLESS NOTED OTHERWISE. EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. "-4 TREE PLANTER DETAIL B N.T.S. ZING I. OF TRUNK 1/2" x 2" SOLID STEEL BAR, WELDED AND GROUND (27) STEEL SLATS - ARE FORMED FROM 1/4" x, 11" SEAM EMBERS .d` I .0 -CLEARANCE FOR 1/2" ANCHOR BOLTS NOTES 1. MODEL: STEELSITES SERIES #RB -28 BY VICTOR STANLEY INC. OR PRE -APPROVED EO'UIVALENT. LENGTH: 6 -FT 11 2. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER -COATED WITH POLYESTER POWDER =ELDS GS, COLOR BLACK. 3. SHALL BE POLISHED UNTIL THEY DISAPPEAR, FORMING A CONTINUOUS SURFACE. 4. BEN' CHED SHALL BE INSTALLED ON A 4" THICK CONCRETE PAD. )OUR IN PLACE :ONCRETE DRAINAGE PIPE TIED TO STORM SEWER PREPARED SUBGRADE SITE PLAN SHEET 2 OF 2 ALK BENCH DETAIL N.T.S. BRICK PAVERS 6" WIDE CURB FOR EDGING 1THICK SAND BED 5" 3 REBAR 18" O.C.E.W (6' THICK CONCRETE FOR DRIVEWAYS) wS` " RUNNER BOND f� (LONG SIDE OF BRICK PARALLEL BRICK DIMENSIONS: TO STREET CURB; 74fe" y 3>�» 6' WIDE CURB NOTES - 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE, AND SHALL RUN PARALLEL TO STREET. 3. CONCRETE SHALL HAVE A 28 -DAY STRENGTH OF 3500 PSI BRICK PAVER DETAIL N.T.S. NOTES: 1. 4" MIN CALIPER TREE 2. REFER TO LANDSCAPE PLAN FOR TREE TYPES. 3. TREE GRATE - SEE DETAIL. 4. BRICK PAVERS - SEE DETAIL. 5. AMEND SOIL PER BEDDING MIX NOTES. 6. STREET TREE SOIL: BEDDING MIX. STREET TREE PLANTING NOTES 1. LANDSCAPE CONTRACTOR TO FULLY REMOVE COMPACTED SUBGRADE AND NATIVE SOIL TO THE SIZE OF CONTAINER WHEN PLANTING STREET TREES. 2. FULLY REMOVE ALL CONSTRUCTION DEBRIS, TRASH, ROCKS AND ANY OTHER MATERIAL GREATER THAN 2" IN DIAMETER. 3. INSTALL BEDDING MIX. 4. DIG PLANTING HOLE WIDTH 12" LARGER THAN ROOTBALL ON ALL SIDES. 5. SCARIFY ROOT BALL 6. ROOT FLARE SHALL BE EXPOSED. TREE PLANTER DETAIL N.T.S. GRATE HALVES BOLTED TOGETHER W/ (2) X -13x3 SS HEX BOLT & HEX NUT W/ WASHERS. NOTE, 1. 60" X 60" NEENAH FOUNDARY CAST IRON TREE GRATE MODEL # R -8738-A1. 2. MATERIAL SHALL BE CAST IRON ASTM A-48, CLASS 358 FINISH, NOT PAINTED. TREE GRATE DETAIL N.T.S. SCALE VERTICAL HORIZONTAL PLOTTING SCALE: FILE NAME: 14-323 SHEET C2 15' PUE 8832/148 EXISTING FIRE HYDRANT EXISTING -EXISTING SEAL COAT/ HMAC 1 > GAS LINE F147 �51777 X \.Y, \M "\X, ;�A L/f 2 < SETBACK D PROPOSED SANITARY SEWER LINE S GAS GAS GAS GAS GAS GAS — G GA5 AS REMOVE RELOCATE �GAS ±878 SF.OF EXISTING SAWCUT AND REMOVE SIDEWALK CONCRETE (0 8" WATER LINE ±11 LF OF CURB AND CUT REMOVE WATER SIDEWALK TO REMOVED GUTTER PREVIOUSLY < BE REMOVED SAWCUTAND REMOVEI ±23 LF OF CURB AND v) I CUT & REMOVE WATER SERVICE AND METER 7 LF �&AP f EXISTING STREET LIGHTS \ AT D A W N 01', EXISTING LIGHT __1 %2u 1 1 Ln POLE TO BE RELOCATED .......... ......... ........... ............. ....................... ............................. ......... ............... W-8 7 dm lmmlll*zsm - MW W-8 m , �. om I -REMOVE & REPLACE A, E TING GATE VALVE XIS E_ CUT & REMOVE GAS SERVIC ON RELOCATED WATER CUT& REMOVE GAS SERVICE r LINE AND METER 33 LF AND METER 10 LF R -KA ri (CAP AT R.O.W.) REMOVE & RELOCATE (CAP AT R.O.W.) b EXISTING 8" WATER CUT & REMOVE WATER SERVICE AND METER 2 LF LINE SAWCUT AND REMOVE (CAP AT R.O.W.) I,ZILL U "U IT rLM111 ±144 LF OF CURB AND GUTTER FOR MORE DETAILS) cn CON' TREVIOUSLY REMO N CRETE SIDEWALK VED ±626 SF OF - CONCRETE SIDEWALK TO EXJ�TING- SIDEWALK ----/W- 8 _7_7 GAS SAWCUT AND REMOVE ±34 LF OF CURB AND GUTTER BE REMOVED BUILDING PREVIOUSLY 348 - GAS REMOVED BUILDING I> I> PREVIOUSLY 00 REMOVED EXISTING BUILDING PREVIOUSLY 8" WATER LINE\ REMOVED EXISTING LIGHT POLE TO E RELOCATED EXISTING SEWER LINE TO EXISTI EXISTING NG OVERHEAD FENCE TO BE BE ABANDONED IN PLACE UTIUTIES TO BE REMOVED SAWCUT AND REMOVE ±11 LF I / REMOVED OF CURB AND GUTTER & GROUT FILLE 0 //!' fR&MDVED A AES - ±63 SF OF CO *-vAj,3,KQ W. SIDEWALK TO BE REMOVED 0 EXISTING EXISTI MANHOLE TO BE REMO 0 EXISTING ±444 SF OF 'ONCRETE 6' SIDEWALK CONCRETE N SIDEWALK TO 'C>A 00 > BE REMOVED 0 1 D. L D-1 SAWCUT AND kMOVE ±86 LF OF CURB AND GUTTER 00 I> -141 ±1028 SF OF CONCR TE­,� PAVEMENT REMOVAL & EXISTING REPLACEMENT SAWCUT AND REMOVE ±10 LF 2" WATER LINE OF CURB AND GUTTER �W_ -7�_W-'2 *-2 EXISTING FIRE HYDRANT W-2 S -to JIli ---EXISTING SEWER LINE TO BE ABANDONED IN PLACE & GROUT FILLED OR REMOVED I 1 ±310 SF OFJ -END SEWER CONCRETE LINE REMOVAL SIDEWALK TO BE REMOVED REMOVE & RELOCATE EXISTING GATE VALVE ---W-6 Pill �S__10 04 � F, �%,! S 10 EXISTING-// --- �S_10 0 MANHOLE S-10 - — — — — — — — EXISTING-��7 SAWCUT, REMOVE, & REPLACE�' -34- ro 10" SEWER LINE ±2054 SF OF HMAC PAVEMENT /_ — V) EXISTING-\ �'342_ PER DETAIL STANDARD -GAS - GAS EXISTING MANHOLE LJ L2 EXISTING BUILDING EXISTING BUILDING TO BE REMOVED TO BE REMOVED -EXISTING SEAL COAT/ HMAC (TYPE C OR D)� 'CIA BACK OF CURB F147 �51777 X \.Y, \M "\X, ;�A L/f 2 < SETBACK D PROPOSED SANITARY SEWER LINE CUT REMOVE GAS SERVICE REMOVE RELOCATE CONCRETEJ AND METER 17 LF (CAP AT rEXISTING 6" WATERLINE SIDEWALK (SEE UTIUTY PLAN PROPOSED SIDEWALK PREVIOUSLY CUT REMOVE WATER BUILDING REMOVED PREVIOUSLY _�W_6 SANITARY SEWER MANHOLE REMOVED PROPOSED STREET LIGHTS f EXISTING STREET LIGHTS BE REMOVED BUILDING PREVIOUSLY 348 - GAS REMOVED BUILDING I> I> PREVIOUSLY 00 REMOVED EXISTING BUILDING PREVIOUSLY 8" WATER LINE\ REMOVED EXISTING LIGHT POLE TO E RELOCATED EXISTING SEWER LINE TO EXISTI EXISTING NG OVERHEAD FENCE TO BE BE ABANDONED IN PLACE UTIUTIES TO BE REMOVED SAWCUT AND REMOVE ±11 LF I / REMOVED OF CURB AND GUTTER & GROUT FILLE 0 //!' fR&MDVED A AES - ±63 SF OF CO *-vAj,3,KQ W. SIDEWALK TO BE REMOVED 0 EXISTING EXISTI MANHOLE TO BE REMO 0 EXISTING ±444 SF OF 'ONCRETE 6' SIDEWALK CONCRETE N SIDEWALK TO 'C>A 00 > BE REMOVED 0 1 D. L D-1 SAWCUT AND kMOVE ±86 LF OF CURB AND GUTTER 00 I> -141 ±1028 SF OF CONCR TE­,� PAVEMENT REMOVAL & EXISTING REPLACEMENT SAWCUT AND REMOVE ±10 LF 2" WATER LINE OF CURB AND GUTTER �W_ -7�_W-'2 *-2 EXISTING FIRE HYDRANT W-2 S -to JIli ---EXISTING SEWER LINE TO BE ABANDONED IN PLACE & GROUT FILLED OR REMOVED I 1 ±310 SF OFJ -END SEWER CONCRETE LINE REMOVAL SIDEWALK TO BE REMOVED REMOVE & RELOCATE EXISTING GATE VALVE ---W-6 Pill �S__10 04 � F, �%,! S 10 EXISTING-// --- �S_10 0 MANHOLE S-10 - — — — — — — — EXISTING-��7 SAWCUT, REMOVE, & REPLACE�' -34- ro 10" SEWER LINE ±2054 SF OF HMAC PAVEMENT /_ — V) EXISTING-\ �'342_ PER DETAIL STANDARD -GAS - GAS EXISTING MANHOLE LJ L2 EXISTING BUILDING EXISTING BUILDING TO BE REMOVED TO BE REMOVED Ld 720 10 0 20 SCALE IN FEET EXISTING MANHOLE RIM = 347.40' /8" FL IN = 337.63' FL OUT =337.43' -SAWCUT EXIS11NG -'SIDEWALK BEGIN REMOVA 'CUT & REMOVE GAS SERVICE AND METER 30 LF (CAP AT R.O.W.) 00 I V) Uj D I I W D I 5' PUE EXISTING 8" SEWER LINE w ­� D _347- 13 /-EXISTING UNDERGROUND ELECTRICAL LINE '0 -EXISTING TREES TO BE REMOVED 00 I In Fr� ,CUT & REMOVE 6TER SERVICE AND METER 7 LF (CAP AT R.O.W.) GAS LINE __UE_I ATC_�; I SERVICE AND METER 5 LF KtMUVL :tZUU Lt Ut� 8" FL IN = 333 36' CURB AND GUTTER S-10 10" FL OUT = 333.22 3-13- (CAP AT R.O.W.) EXISTING ANHOLE GAS ____jGAS —GAS REMOVE AND REPLACE 344- RIM = 344.69' OAS GAJ 0" C1 IKI '%"Z= 0'7' EXIS11NG MAIL BOX TO BE RELOCATED GAS 8" FL IN = 334.59'— GAS TEMPORARILY - MAIL BOX TO REMAIN GAS ")—GAS —GAS --GAS —GAS DURING CONSTRUCTION ------- FL OUT = 334.49' 9 -ml CONTRACTOR TO CONTACT POST OFFICE PRIOR TO RELOCA71NG MAIL BOX THE SEAL APPEARING ON THIS e -w DOCUMENT WAS AUTHORIZED BY ochnualtz Enc LLC DEVEN L. DOYEN, P.E., ..,,11neering LICENSE NO. 109835 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 0, #too O'� to 14E OF� . .......... % *% .V ................... DEVEN L DOYEN ......... .... J ,r- fro M FIRM # 12327 SCHULTZ ENGINEERING, LLC I 'Imp 6 1 081"101 IL11111111111, 1`1�1 HIM - W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX 1. ALL CONSTRUCTION ACTIVITIES, TO INCLUDE CLEARING, GRUBBING, AND GRADING SHALL BE WITHIN THE LIMITS OF DISTURBED AREA SHOWN ON THIS PLAN. 2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTIUnES ON SITE PRIOR TO DEMOLITION. 3. THE �C:ONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN, PRIOR TO COMMENCING DEMOLITION WORK, 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTEC11ON OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTI NG ROAD SURFACE. 6. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION, OR BETTE R. AT THE SOLE EXPENSE OF THE CONTRACTOR. 7, SHOULD ANY EXISTING UTIUTIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN I BE FOUND ON SITE, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING NTH ANY WORK IN THAT AREA. 8. CONTRACTOR SHALL LOCATE AND CAP THE EXISTING SANITARY SEWER SERVICES TO THE EXISTING BUILDINGS PRIOR TO THE DEMOLITION OF THE BUILDINGS. 1 9. THE I;UNIRACIOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES NTH THE APPROPRIATE UTILITY PROVIDER (CITY OF COLLEGE STATION WATER SERVICES, CSU, �ATMOS, ETC.) 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES ON SI TE. � 10. CONTRACTOR TO FIELD VERIFY 2" WATERLINE CONFIGURATION AT THE CHERRY STREiT/BOYETT STREET INTERSECTION PRIOR TO WATER LINE CONSTRUCTION. SAW CUT� *MIN. 6* HMAC -EXISTING SEAL COAT/ HMAC (TYPE C OR D)� BACK OF CURB F147 �51777 X \.Y, \M "\X, ;�A L/f 2 < SETBACK D PROPOSED SANITARY SEWER LINE CUT REMOVE GAS SERVICE REMOVE RELOCATE ST ST AND METER 17 LF (CAP AT rEXISTING 6" WATERLINE R.O.W.) (SEE UTIUTY PLAN PROPOSED SIDEWALK FOR MORE DETAILS) CUT REMOVE WATER -00, SERVICE AND METER 6 LF (CAP AT R.O.W.) _�W_6 SANITARY SEWER MANHOLE PROPOSED STREET LIGHTS Ld 720 10 0 20 SCALE IN FEET EXISTING MANHOLE RIM = 347.40' /8" FL IN = 337.63' FL OUT =337.43' -SAWCUT EXIS11NG -'SIDEWALK BEGIN REMOVA 'CUT & REMOVE GAS SERVICE AND METER 30 LF (CAP AT R.O.W.) 00 I V) Uj D I I W D I 5' PUE EXISTING 8" SEWER LINE w ­� D _347- 13 /-EXISTING UNDERGROUND ELECTRICAL LINE '0 -EXISTING TREES TO BE REMOVED 00 I In Fr� ,CUT & REMOVE 6TER SERVICE AND METER 7 LF (CAP AT R.O.W.) GAS LINE __UE_I ATC_�; I SERVICE AND METER 5 LF KtMUVL :tZUU Lt Ut� 8" FL IN = 333 36' CURB AND GUTTER S-10 10" FL OUT = 333.22 3-13- (CAP AT R.O.W.) EXISTING ANHOLE GAS ____jGAS —GAS REMOVE AND REPLACE 344- RIM = 344.69' OAS GAJ 0" C1 IKI '%"Z= 0'7' EXIS11NG MAIL BOX TO BE RELOCATED GAS 8" FL IN = 334.59'— GAS TEMPORARILY - MAIL BOX TO REMAIN GAS ")—GAS —GAS --GAS —GAS DURING CONSTRUCTION ------- FL OUT = 334.49' 9 -ml CONTRACTOR TO CONTACT POST OFFICE PRIOR TO RELOCA71NG MAIL BOX THE SEAL APPEARING ON THIS e -w DOCUMENT WAS AUTHORIZED BY ochnualtz Enc LLC DEVEN L. DOYEN, P.E., ..,,11neering LICENSE NO. 109835 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 0, #too O'� to 14E OF� . .......... % *% .V ................... DEVEN L DOYEN ......... .... J ,r- fro M FIRM # 12327 SCHULTZ ENGINEERING, LLC I 'Imp 6 1 081"101 IL11111111111, 1`1�1 HIM - W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX 1. ALL CONSTRUCTION ACTIVITIES, TO INCLUDE CLEARING, GRUBBING, AND GRADING SHALL BE WITHIN THE LIMITS OF DISTURBED AREA SHOWN ON THIS PLAN. 2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTIUnES ON SITE PRIOR TO DEMOLITION. 3. THE �C:ONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN, PRIOR TO COMMENCING DEMOLITION WORK, 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTEC11ON OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTI NG ROAD SURFACE. 6. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION, OR BETTE R. AT THE SOLE EXPENSE OF THE CONTRACTOR. 7, SHOULD ANY EXISTING UTIUTIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN I BE FOUND ON SITE, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING NTH ANY WORK IN THAT AREA. 8. CONTRACTOR SHALL LOCATE AND CAP THE EXISTING SANITARY SEWER SERVICES TO THE EXISTING BUILDINGS PRIOR TO THE DEMOLITION OF THE BUILDINGS. 1 9. THE I;UNIRACIOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES NTH THE APPROPRIATE UTILITY PROVIDER (CITY OF COLLEGE STATION WATER SERVICES, CSU, �ATMOS, ETC.) 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES ON SI TE. � 10. CONTRACTOR TO FIELD VERIFY 2" WATERLINE CONFIGURATION AT THE CHERRY STREiT/BOYETT STREET INTERSECTION PRIOR TO WATER LINE CONSTRUCTION. SAW CUT� *MIN. 6* HMAC -EXISTING SEAL COAT/ HMAC (TYPE C OR D)� BACK OF CURB F147 �51777 X \.Y, \M "\X, ;�A L/f 2 < SETBACK D PROPOSED SANITARY SEWER LINE W-8 .0 SOIL SEE BEDDING OErAJL FOR ST ST APPROPRIATE PIPE TYPE *REFER TO HMAC SPECIFICATION FOR LIFT AND COMPACTION BORING UTILffy PIPE IS E CITY STANDARD. OPEN REQUIREMENTS CUTTING C F STREETS SHALL BE B. APPROVAL OF THE 11" ENGINEER ONLY. ST4-01 OPEN CUT STREET DETAIL I q 113"1 �� � 111111110m '11*0_ V111 ALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 L SHEET PROPERTY BOUNDARY BACK OF CURB PUBLIC UTILITY EASEMENT SETBACK 8 PROPOSED SANITARY SEWER LINE W-8 PROPOSED WATER LINE ST ST PROPOSED STORM SEWER LINE PROPOSED SIDEWALK FLOW DIRECTION -00, nRE HYDRANT SANITARY SEWER MANHOLE PROPOSED STREET LIGHTS EXISTING STREET LIGHTS ALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 L SHEET i - GAS BACK OF CURB 5 t t - - •o t co t W-8 \\ 'THE PFAMILY �t GAS EXISTING ti RIM BOYETT SUBDIVISION t FL IN 19 & PARTOOF �LOT04,KBLOCK FL OUT 19t t 00p' OSANITARY 1 t D t • G' ¢ 1 / EXISTING 1 344.14 TP 8" WATER LINE } D' D' } 344.58 TIC { e . 344.57 TC 344.71 TW 344.67 TW 344.53 TC t 1 / BOND, R. J. BOYETT SUBDIVISION -0 e' ' LOT 2, BLOCK 19 / r 1 / tl J 344.18 TCS l� D Go i - GAS BACK OF CURB 5 t t - - •o t co It> W-8 ,° 'THE PFAMILY �t GAS EXISTING (IMITEDI ATNER RTNERSHI RIM BOYETT SUBDIVISION t FL IN 19 & PARTOOF �LOT04,KBLOCK FL OUT 19t t 00p' OSANITARY 1 t D 1 i • G' EXISTING STREET LIGHTS 1 / EXISTING 1 344.14 TP 8" WATER LINE t \ D' D' } 344.58 TIC { e . 344.57 TC 344.71 TW 344.67 TW 344.53 TC t 1 / BOND, R. J. BOYETT SUBDIVISION -0 e' ' LOT 2, BLOCK 19 / eo. !--�• t1 GAS tl J 344.18 TCS l� D Go -A ' - GAS - V1_8 - GAS BACK OF CURB - PUBLIC UTILITY EASEMENT - - SETBACK y` PROPOSED SANITARY SEWER LINE W-8 W-8 ! ST ST GAS EXISTING MANHOLE RIM = 347.40' FL IN = 337.63' FL OUT =337.43' OSANITARY SEWER MANHOLE PROPOSED STREET LIGHTS W-8 EXISTING STREET LIGHTS 1 / 344.14 TP 344.1 - } 344.58 TIC { 344.72 TW 344.57 TC 344.71 TW 344.67 TW 344.53 TC t 1 t r 1 !--�• t1 GAS tl J 344.18 TCS I - Z V) L >- W C7 > Lv n- C) UCIOLO N 343.94 CS SECOND STREET APARTMENTS, LL -C EXISTING FIRE- BOYETT SUBDIVISION HYDRANT LOT 3R, BLOCK EXISTING GAS LINE GAS GAS GAS SECOND ST. /' 27' PAVEMENT- ; R.O.W. VARIES ` \3 344.32 TP 345.04 TC 345.43 TC \ 344.30 TP mM Q t - 8801 3744.74 TW mHom SNISV31 i TW TW 1 345.72 15' PUE 8832/148,-,z SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION PARTS OF LOTS 1 & 2, BLOCK 5 CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION LOT 1, BLOCK 5 GAS GAS GAS GA EXISTING c° 8" WATER LINE � / Q 0 5 TC \ . ,346.77 TC \ TW .62 TO .82 TW -4 ` a PROPERTY BOUNDARY BACK OF CURB - PUBLIC UTILITY EASEMENT - - SETBACK y` PROPOSED SANITARY SEWER LINE W-8 W-8 ! ST ST GAS EXISTING MANHOLE RIM = 347.40' FL IN = 337.63' FL OUT =337.43' OV&100 ( HSV�L, r \` PROPOSED 6 STORY / •I BUILDING / M LEV17 ELS 1 & 2 PARKING FLOORS 3 - 6 1 4 MULTI FAMILY RESIDENTIAL 4 I~ l -348---- J .87 TES IVIS 20 10 0 20 SCALE IN FEET 5' PU E a) I w W 0 O O S �'-{ CC) cn 07 -i ; 0C= w n 'm z I*zrrnn v ,rte w �3 13 00 MI U' EXISTING UNDERGROUND ELECTRICAL LINE EXISTING 6' SIDEWALK 343.76 TIN 00 O ,n / / \ 00 ° , 343.62 TC 343.78 TW \ \ OI w P t / / \ I -• \ \ \ EXISTING 8 SEWER LINE �00� ��C� ` / / / / / \ \ ° 343.58 TC 343.78 TWA \ \ 343.72 TW \ t6008 '0313 t '-- 6 1-0 NEELLEY, A. ( t / BOYETT SUBDIVISION 00} I LOT 1, BLOCK 19\ -LEXISTING ala ' Z }� 343.52 TW $ 343.62 PG 2" WATER LINE - _ i : \ 343.38 T / � f w -2 .;K 1 2 SA, EXISTING FIRE 1 1 \ � X2.90 TP 343'41 ` 34K w-2------w-2--------w-2 w-2 -- -- HYDRANT V 343.41 TW` zf 1,8801 to \ ZI -346 6a PROPOSED 'dl(1173 nxM w ELECTRICAL 345.22 PG TRANSFORMER -- --- ' a0 TIAKI W-6 343.60 /'- 344.88 TP \ 344.88 TP 345.20 TW 345.20 LOCA "----�-s----- \ \---_._.._ 342 91 TP / �3 .so Tw 343.77 TW \ 345.10 TP / O ST ST STu�---_ T _._ ST ST f ST 344.08 TW�-344.35 TW 344.44 TW 344.5 1 w p ST ST -`_ 'ST ST ST ST 8 TIN' -344.73 TW ---ti - 5-10-----�._ _ � .,�• ST 0 343.10 TP Q 344.-n TL 343.63 TC TW S-10 S_10 -- / *,ly_343.89 TC_,344.21 TC EXISTING �-S_10----__ �S_10 �- / 343.10 TP 344.63 TW ( . MANHOLE = 5-10 344.30 TC -6 -- EXISTING PROPOSED PUBLIC S-10 S-10 J � '' • - - r - --- - -- - �, _ - ••,. " i---------� ..- 344.59 TC �rb 10 SEWER. -LINE STORM SEWER PIPE EXISTING MANHOLE--'____ --S_10 _10 �- i 344.81 TC 344.88 TC 344.98 TC RIM = 343.13 BOYETT STREET -S --------s-10 w - ¢ EXISTING -342- 10" FL IN = 333.29' GAS LINE 28' PAVEMENT S a0 `---S-10 -_________ 8" FL IN = 333.36' a , 5-10 1 -GAS 10" FL OUT = 333.22' � - _.,. 50 R.O. W, -_.. S�8 ------- - GAS GAS -_� "343-_. _ _ GAS __________ =-- EXISTING- GAS -____ GAS GAS GAS GAS GAS GAS -GAS GAS � GPS .-.,.,GAS �- GAS -________- GAS MANHOLE Q GAS GAS - 9-m ASI 4 THE SEAL APPEARING ON THIS ■ DOCUMENT WAS AUTHORIZED BY En ' n Q e r' � ' DEEN L. DOYEN, P.E., i(tounitz� �j �j LLu LICENSE N0. 109835 2730 , Lon mire Suite A FEBRUARY 13, 2015 Longmire, College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 gfIPeOF1 � .......... ! ..................... DEVEN L. •DOYEN•• ••'i �•�109835 'in t� FIRM # 12327 SCHULTZ ENGINEERING, LLC Lei r r r � 9r� r W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED TO AT LEAST 961% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, {ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 3% ABOVE THE OPTIMUM MOISTURE CONTENTJ'AREAS OUTSIDE OF THE PAVEMENT SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. 4, THE TOPOGRAPHY SHOWN IS PREPARED FROM FIELD SURVEY DATA. 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5 OF PAVEMENT OR SIDEWALK. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 7. REFER TO PAVEMENT PLAN FOR PAVEMENT CONSTRUCTION DETAILS AND NOTES. 8. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6' SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. SEE GEOTECH REPORT. 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 10, THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY 'PLUG" SHOULD BE PROVIDED IN THE TRENCH ;ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THT PIPE FACT IN ALL DIRECTIONS, AND A MINIMUM OF TWO FEET THICK. 11, REFER I THE GEOTECHNICAL REPORT PREPARED FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDA ONS, ETC. TP -TOP Of PAVEMENT 71 - TOP OF INLET TO -TOP 0 CURB TO - TOP OF DECK TW - TOP 0 WALK EG - EXISTING GROUND PG - PROPO„ED GROUND G -R -A -DING PLAN LEGEND PROPERTY BOUNDARY BACK OF CURB - PUBLIC UTILITY EASEMENT - - SETBACK S-8 PROPOSED SANITARY SEWER LINE W-8 PROPOSED WATER LINE ST ST PROPOSED STORM SEWER UNE PROPOSED SIDEWALK FLOW DIRECTION .001 FIRE HYDRANT 0 GATE VALVES OSANITARY SEWER MANHOLE PROPOSED STREET LIGHTS EXISTING STREET LIGHTS 1 i l� N- 7 4. 20 10 0 20 SCALE IN FEET 5' PU E a) I w W 0 O O S �'-{ CC) cn 07 -i ; 0C= w n 'm z I*zrrnn v ,rte w �3 13 00 MI U' EXISTING UNDERGROUND ELECTRICAL LINE EXISTING 6' SIDEWALK 343.76 TIN 00 O ,n / / \ 00 ° , 343.62 TC 343.78 TW \ \ OI w P t / / \ I -• \ \ \ EXISTING 8 SEWER LINE �00� ��C� ` / / / / / \ \ ° 343.58 TC 343.78 TWA \ \ 343.72 TW \ t6008 '0313 t '-- 6 1-0 NEELLEY, A. ( t / BOYETT SUBDIVISION 00} I LOT 1, BLOCK 19\ -LEXISTING ala ' Z }� 343.52 TW $ 343.62 PG 2" WATER LINE - _ i : \ 343.38 T / � f w -2 .;K 1 2 SA, EXISTING FIRE 1 1 \ � X2.90 TP 343'41 ` 34K w-2------w-2--------w-2 w-2 -- -- HYDRANT V 343.41 TW` zf 1,8801 to \ ZI -346 6a PROPOSED 'dl(1173 nxM w ELECTRICAL 345.22 PG TRANSFORMER -- --- ' a0 TIAKI W-6 343.60 /'- 344.88 TP \ 344.88 TP 345.20 TW 345.20 LOCA "----�-s----- \ \---_._.._ 342 91 TP / �3 .so Tw 343.77 TW \ 345.10 TP / O ST ST STu�---_ T _._ ST ST f ST 344.08 TW�-344.35 TW 344.44 TW 344.5 1 w p ST ST -`_ 'ST ST ST ST 8 TIN' -344.73 TW ---ti - 5-10-----�._ _ � .,�• ST 0 343.10 TP Q 344.-n TL 343.63 TC TW S-10 S_10 -- / *,ly_343.89 TC_,344.21 TC EXISTING �-S_10----__ �S_10 �- / 343.10 TP 344.63 TW ( . MANHOLE = 5-10 344.30 TC -6 -- EXISTING PROPOSED PUBLIC S-10 S-10 J � '' • - - r - --- - -- - �, _ - ••,. " i---------� ..- 344.59 TC �rb 10 SEWER. -LINE STORM SEWER PIPE EXISTING MANHOLE--'____ --S_10 _10 �- i 344.81 TC 344.88 TC 344.98 TC RIM = 343.13 BOYETT STREET -S --------s-10 w - ¢ EXISTING -342- 10" FL IN = 333.29' GAS LINE 28' PAVEMENT S a0 `---S-10 -_________ 8" FL IN = 333.36' a , 5-10 1 -GAS 10" FL OUT = 333.22' � - _.,. 50 R.O. W, -_.. S�8 ------- - GAS GAS -_� "343-_. _ _ GAS __________ =-- EXISTING- GAS -____ GAS GAS GAS GAS GAS GAS -GAS GAS � GPS .-.,.,GAS �- GAS -________- GAS MANHOLE Q GAS GAS - 9-m ASI 4 THE SEAL APPEARING ON THIS ■ DOCUMENT WAS AUTHORIZED BY En ' n Q e r' � ' DEEN L. DOYEN, P.E., i(tounitz� �j �j LLu LICENSE N0. 109835 2730 , Lon mire Suite A FEBRUARY 13, 2015 Longmire, College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 gfIPeOF1 � .......... ! ..................... DEVEN L. •DOYEN•• ••'i �•�109835 'in t� FIRM # 12327 SCHULTZ ENGINEERING, LLC Lei r r r � 9r� r W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED TO AT LEAST 961% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, {ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 3% ABOVE THE OPTIMUM MOISTURE CONTENTJ'AREAS OUTSIDE OF THE PAVEMENT SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. 4, THE TOPOGRAPHY SHOWN IS PREPARED FROM FIELD SURVEY DATA. 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5 OF PAVEMENT OR SIDEWALK. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 7. REFER TO PAVEMENT PLAN FOR PAVEMENT CONSTRUCTION DETAILS AND NOTES. 8. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6' SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. SEE GEOTECH REPORT. 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 10, THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY 'PLUG" SHOULD BE PROVIDED IN THE TRENCH ;ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THT PIPE FACT IN ALL DIRECTIONS, AND A MINIMUM OF TWO FEET THICK. 11, REFER I THE GEOTECHNICAL REPORT PREPARED FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDA ONS, ETC. TP -TOP Of PAVEMENT 71 - TOP OF INLET TO -TOP 0 CURB TO - TOP OF DECK TW - TOP 0 WALK EG - EXISTING GROUND PG - PROPO„ED GROUND G -R -A -DING PLAN LEGEND SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET z PROPERTY BOUNDARY BACK OF CURB - PUBLIC UTILITY EASEMENT - - SETBACK S-8 PROPOSED SANITARY SEWER LINE W-8 PROPOSED WATER LINE ST ST PROPOSED STORM SEWER UNE PROPOSED SIDEWALK FLOW DIRECTION .001 FIRE HYDRANT 0 GATE VALVES OSANITARY SEWER MANHOLE PROPOSED STREET LIGHTS EXISTING STREET LIGHTS SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET z PREF. 36' 1' TREE PLANTER DETAIL B N.T.S. s. 01 6 O �`n , O b � Ocl P CONCRETE CONCRETE CURB & GUTTER ---_IN_ -2 ---------W-2 .0 in MANHOLE �6 5 GAS ------ - GAS GAS EXISTING MANHOLE Q 1 18" #4 BARS ® 12' O.C.E.W. TYPE 4 CURB - B'-0' MARIA LOCATION WITH GALVANIZED CARRIAGE MOLT 3/8" X 2" EXTEND END 18 CONCRETE AND T, SIDEWALK OR PATH WHERE APPLICABLE i /-INN WAALL LK BOLT GRATE OPENING SPECIFY MIN. CLEARANCE OF TRUNK TREE GRATE POUR IN PLACE CONCRETE DRAINAGE PIPE TIED TO STORM SEWER PREPARED SUBGRADE SAWCUT, REMOVE, & REPLACE ±2054 SF OF HMAC PAVEMENT EXISTING PER DETAIL STANDARD 2" WATER LINE DETAIL ST4-01 W -2 ---------_•_'W-2 �3- SCH 40 PVC PIPE 18" BELOW TOP OF GRADE TYP. PVC SLEEVE DETAIL N.T.S. THE PITNER FAMILY LIMITED PARTNERSHIP e BOYETT SUBDIVISION LOT 3, BLOCK 19 & PART OF LOT 4, BLOCK 19 CS SECOND STREET APARTMENTS, L -ICU EXISTING FIRE BOYETT SUBDIVISION HYDRANT LOT 3R, BLOCK 5 EXISTING GAS LINE - GAS GAS GAS GAS GAS SECOND ST. cn 27' PAVEMr_NT 3 R.O.W. VARIES STREET TREE (25' O.C. TYP.) W-8 W-8 EXISTING 6' SIDEWALK ° 00 SAWCUT, REMOVE, & REPLACE DA ±1028 SF OF CONCRETE PAVEMENT D STREET TREE (25' O.C. TYP.)� NEELLEY, A. G. BOYETT SUBDIVISION 00 PROPOSED - LOT 1, BLOCK 19 PRIVATE SEWER SERVICE EXISTING FIRE W-2 HYDRANT --S-10 S-10 ---- -- -5-1 EXISTING-;7PROPOSED PUBLIC 10" SEWER LINE STORM SEWER PIPE EXISTING MANHOLE EXISTINGRIM = 343.13' GAS LINE 10" FL IN = 333.29' 8" FL IN = 333.36' 10" FL OUT = 333.22' GAS ______ GAS "------- GAS GAS GAS GAS GAS RETE W/ .x".� VVJIIiVI\ {SEE SIDEWALK #4 ® 12. O.C.E.W. CONSTRUCTION NOTE 3) TYPICAL SIDEWALK SECTION DETAIL N.T.S. Lw �. GAS 15' PUE 8832/148 CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION PARTS OF LOTS 1 & 2, BLOCK 5 -GAS - EXISTING 8 WATER LINE PROPOSED 8' WIDE SIDEWALK (TYP.) CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION LOT 1, BLOCK 5 8 XKW- - W-8 GAS GA GAS GAS CONCRETE EXISTING MANHOLE CURB & GUTTER w v, RIM = 347.40' 8" FL IN = 337.63' /fPARK BENCH 8" FL OUT =337.43' (50' O.C. TYP.) 1 ' \-IRRIGATION SLEEVESmom I ( ( I AT SIDEWALK & DRIVEWAY I " CONCRETE 0 sVi03 w dwnd CROSSINGS (TYP.) 6PAVEMENT ao • � 1R+Yi I ( ZI1 81tl1S � 'am PROPOSED 6 STORY BUILDING w 1f Ae801 LEVELS 1 & 2 PARKING D FLOORS 3 - 6 MULTI -FAMILY RESIDENTIAL JI) ONISV31 15PUE w 30WO VIZI 0I M8 cn w W 00o- -1_ NOTEM- lj D W OJ 1. 4" MIN CALIPER TREE 'LLJ v w n C S 2. REFER TO LANDSCAPE PLAN FOR TREE TYPES. z CD Uj A O D 3. TREE GRATE - SEE DETAIL. 23' TYP. Q� u-�j Z 4. BRICK PAVERS - SEE DETAIL M Z ID Z r 5. AMEND SOIL PER BEDDING MIX NOTES. � Crrl °p _0 6. STREET TREE SOIL: BEDDING MIX. IRRIGATION SLEEVES � m (n TAT EACH STREET TREE w STREET TREE PUINTIN • NOTES 20' NP. (TYP.) 9' TTP. 1 COMPACTED SUBGGRRADDE A 0 NATIVE REMOVE O 23' HESISIZEE OF CONTAINER WHEN PLANTING 13 2. FULLY REMOVE ALL CONSTRUCTION DEBRIS, 2 N BIKE RACKS ap TRASH, ROCKS AND ANY OTHER MATERIAL PER GARAGE LEVEL I GREATER THAN 2" IN DIAMETER. w EXISTING UNDERGROUND M ELECTRICAL LINE 3. INSTALL BEDDING -MIX. 4. DIG PLANTING HOLE WIDTH 12" LARGER THAN ROOTBALL ON ALL SIDES. 5. SCARIFY ROOT BALL 6. ROOT FLARE SHALL BE EXPOSED. 00 v) D TREE PLANTER DETAIL EXISTING N.T.S. 8" SEWER LINE 20 10 0 20 SCALE IN FEET 1# aivis i:/� PROPOSED UNDERGROUND �f. DETEN11ON FACILITY 6" CONCRETE PAVEMENT BOYETT STREET 28' PAVEMENT CONCRETE & GUTTER PARK BENCH 50' R.O.W. (50' O.C. TYP.) GASGAS GASGAS GAS LANDSCAPE CONTRACTOR TO FULLY REMOVE COMPACTED 6" CONCRETE SUBGRADE AND NATIVE SOIL TO PAVEMENT WITHIN THE LIMITS OF THE GRATE WHEN PLANTING STREET TREES 6" CURBSTREET TREES TO BE BED IN 6" BEDDING MIX. TREE GRATE 6" VARIES 6' 5' (MINIMUM) (NEENAH #R-8713) BRICK PAVER SIDEWALK 3" OF HARDWOOD MULCH IRRIGATION PIP (SEE DETAIL) (SCH. 40) W/3" PVC SLEEVE ,,• SEE �. PLAN FOR SIZES •5'- ' O O O Y ' °coo BEDDING MIX 6' LAYER OF ' ° 3/8- PEA GRAVEL 0 STAB. SUBGRADE -M 5" CONC. W/ 'SLOPE TO DR41N PIPE #4 ® 12" O.C.E.W. GRATE FRAME . ' : :. UNDISTRIBUTED W/ COE EARTH (') NCRET ANCHOR (TYP.) II 4" PVC PERFORATED C COMPACTED SUBGRADE 15 MIL MOISTURE BARRIER I I J UNDERDRAIN (TYP.)SEE SIDEWALK (AS MANUFACTURED BY WRAPPED IN CONSTRUCTION NOTE 3 STEGO INDUSTRIES OR GEOTEXTILE FABRIC IN PROPERTY BOUNDARY BACK OF CURB - PUBLIC UTILITY EASEMENT - - SETBACK S-8 PROPOSED SANITARY SEWER UNE G GAS - ST ST PROPOSED STORM SEWER LINE D PROPOSED SIDEWALK EXISTING 00 e ' PARK BENCH-/ 8" WATER LINE FIRE HYDRANT 0 (50' O.C. TYP.) OSANITARY SEWER MANHOLE D' A D CONCRETE . CURB & GUTTER 00 p. Z U O Dp A }. w �>� w Q W Q_ 0 BOND, R. J. BOYETT SUBDIVISION 00 '' _ -Li) U N LOT 2, BLOCK 19 A9 . o•A D of 'A ' D ; PROPOSED 8' WIDE SIDEWALK (TYP.) D, EXISTING 6' SIDEWALK ° 00 SAWCUT, REMOVE, & REPLACE DA ±1028 SF OF CONCRETE PAVEMENT D STREET TREE (25' O.C. TYP.)� NEELLEY, A. G. BOYETT SUBDIVISION 00 PROPOSED - LOT 1, BLOCK 19 PRIVATE SEWER SERVICE EXISTING FIRE W-2 HYDRANT --S-10 S-10 ---- -- -5-1 EXISTING-;7PROPOSED PUBLIC 10" SEWER LINE STORM SEWER PIPE EXISTING MANHOLE EXISTINGRIM = 343.13' GAS LINE 10" FL IN = 333.29' 8" FL IN = 333.36' 10" FL OUT = 333.22' GAS ______ GAS "------- GAS GAS GAS GAS GAS RETE W/ .x".� VVJIIiVI\ {SEE SIDEWALK #4 ® 12. O.C.E.W. CONSTRUCTION NOTE 3) TYPICAL SIDEWALK SECTION DETAIL N.T.S. Lw �. GAS 15' PUE 8832/148 CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION PARTS OF LOTS 1 & 2, BLOCK 5 -GAS - EXISTING 8 WATER LINE PROPOSED 8' WIDE SIDEWALK (TYP.) CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION LOT 1, BLOCK 5 8 XKW- - W-8 GAS GA GAS GAS CONCRETE EXISTING MANHOLE CURB & GUTTER w v, RIM = 347.40' 8" FL IN = 337.63' /fPARK BENCH 8" FL OUT =337.43' (50' O.C. TYP.) 1 ' \-IRRIGATION SLEEVESmom I ( ( I AT SIDEWALK & DRIVEWAY I " CONCRETE 0 sVi03 w dwnd CROSSINGS (TYP.) 6PAVEMENT ao • � 1R+Yi I ( ZI1 81tl1S � 'am PROPOSED 6 STORY BUILDING w 1f Ae801 LEVELS 1 & 2 PARKING D FLOORS 3 - 6 MULTI -FAMILY RESIDENTIAL JI) ONISV31 15PUE w 30WO VIZI 0I M8 cn w W 00o- -1_ NOTEM- lj D W OJ 1. 4" MIN CALIPER TREE 'LLJ v w n C S 2. REFER TO LANDSCAPE PLAN FOR TREE TYPES. z CD Uj A O D 3. TREE GRATE - SEE DETAIL. 23' TYP. Q� u-�j Z 4. BRICK PAVERS - SEE DETAIL M Z ID Z r 5. AMEND SOIL PER BEDDING MIX NOTES. � Crrl °p _0 6. STREET TREE SOIL: BEDDING MIX. IRRIGATION SLEEVES � m (n TAT EACH STREET TREE w STREET TREE PUINTIN • NOTES 20' NP. (TYP.) 9' TTP. 1 COMPACTED SUBGGRRADDE A 0 NATIVE REMOVE O 23' HESISIZEE OF CONTAINER WHEN PLANTING 13 2. FULLY REMOVE ALL CONSTRUCTION DEBRIS, 2 N BIKE RACKS ap TRASH, ROCKS AND ANY OTHER MATERIAL PER GARAGE LEVEL I GREATER THAN 2" IN DIAMETER. w EXISTING UNDERGROUND M ELECTRICAL LINE 3. INSTALL BEDDING -MIX. 4. DIG PLANTING HOLE WIDTH 12" LARGER THAN ROOTBALL ON ALL SIDES. 5. SCARIFY ROOT BALL 6. ROOT FLARE SHALL BE EXPOSED. 00 v) D TREE PLANTER DETAIL EXISTING N.T.S. 8" SEWER LINE 20 10 0 20 SCALE IN FEET 1# aivis i:/� PROPOSED UNDERGROUND �f. DETEN11ON FACILITY 6" CONCRETE PAVEMENT BOYETT STREET 28' PAVEMENT CONCRETE & GUTTER PARK BENCH 50' R.O.W. (50' O.C. TYP.) GASGAS GASGAS GAS LANDSCAPE CONTRACTOR TO FULLY REMOVE COMPACTED 6" CONCRETE SUBGRADE AND NATIVE SOIL TO PAVEMENT WITHIN THE LIMITS OF THE GRATE WHEN PLANTING STREET TREES 6" CURBSTREET TREES TO BE BED IN 6" BEDDING MIX. TREE GRATE 6" VARIES 6' 5' (MINIMUM) (NEENAH #R-8713) BRICK PAVER SIDEWALK 3" OF HARDWOOD MULCH IRRIGATION PIP (SEE DETAIL) (SCH. 40) W/3" PVC SLEEVE ,,• SEE �. PLAN FOR SIZES •5'- ' O O O Y ' °coo BEDDING MIX 6' LAYER OF ' ° 3/8- PEA GRAVEL 0 STAB. SUBGRADE -M 5" CONC. W/ 'SLOPE TO DR41N PIPE #4 ® 12" O.C.E.W. GRATE FRAME . ' : :. UNDISTRIBUTED W/ COE EARTH (') NCRET ANCHOR (TYP.) II 4" PVC PERFORATED C COMPACTED SUBGRADE 15 MIL MOISTURE BARRIER I I J UNDERDRAIN (TYP.)SEE SIDEWALK (AS MANUFACTURED BY WRAPPED IN CONSTRUCTION NOTE 3 STEGO INDUSTRIES OR GEOTEXTILE FABRIC IN PROPERTY BOUNDARY BACK OF CURB - PUBLIC UTILITY EASEMENT - - SETBACK S-8 PROPOSED SANITARY SEWER UNE W-8 Mimi ST ST PROPOSED STORM SEWER LINE PROPOSED SIDEWALK 6" PAVEMENT FLOW DIRECTION -00. FIRE HYDRANT 0 GATE VALVES OSANITARY SEWER MANHOLE APPROVEDEQUAL) (FLEX -DRAIN OR ..s.s.........."......e...e.. .....vl.l.-- ..,.- SIDEWALK SECTION AT TREE GRATES DETAILAPPaovED EQUAL) TREE GRATE DETAIL ON BACK OF SIDEWALK NOT LOCATED ON BACK OF CURB N.T.S. N.T.S. THE SEAL APPEARING ON THIS ■ DOCUMENT WAS AUTHORIZED BY zj-L-0;%hultz Enqineering, DECEN L. DOYEN, P.E., LICENSE N0. 109835 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 6" CONCRETE 4" DRAIN LINE (PERFORATED PAVEMENT PVC W/GEOTEXTILE WRAP) LANDSCAPE CONTRACTOR TO FULLY REMOVE COMPACTED CLEANOUT SUBGRADE AND NATIVE SOIL TO WITHIN THE LIMITS OF THE GRATE WHEN PLANTING STREET TREES URB STREET TREES TO BE BED IN a'.` d ; BEDDING MIX. •d y 77 .......... .......... .:*. -DEVEN L DOYEN ..................... 109835 r1 •-•rtfwS=�vl/� 21131 H FIRM # 12327 SCHULTZ ENGINEERING, LLC #4 BARS NOTE: ALL CURBS 6" IN HEIGHT± 3 4 X 18' SMOOTH UNLESS NOTED OTHERWISE. EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. 5' (MINIMUM) 6' VARIES 6" �. TREE GRATE (NEENAHR-8713) _ �•. BRICK PAVER GRATE FRAM 3" OF HARDWOOD MULCH SIDEWALK W 0 SEE DET • TREE GRATE / CONCRETE ( AIL) ANCHOR NEENAH R-87 (1Y1'•) ( 13) • �i °°°°°°o ' BEDDING MIX °o°° --- - 5' CONC. W/ :... :: #4 ® 12" O.C.E.W. STAB. SUBGRADE COMPACTED SUBGRADE SLOPE TO DRAIN PIPE (TYP,)SEE SIDEWALK ' • "'' CONSTRUCTION NOTE 3 BUBBLER NOZZLE IRRIGATION UNE I (SEE IRRIGATION (( IRRIGATION PIP (SCH. 40) PLAN FOR SIZE UNDISTRIBUTED W/3' PVC SLEEVE (SEE 4' PVC PERFORATED UNDERORAIN WRAPPED IN I EARTH (TYP.) PLAN FOR SIZES) GEOTEXTILE FABRIC 6' LAYER OF 15 MIL MOISTURE BARRIER (AS (FLEX -DRAIN OR APPROVED 3/8" PEA GRAVEL MANUFACTURED BY STEQO '�0-"""�'�--"��-'�-�® EQUAL) INDUSTRIES OR APPROVED EQUAL) TREE GRATE DETAIL N.T.S. SIDEWALK SECTION AT TREE GRATES DETAIL N.T.S. CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-83 BLOCK 20 -COLLEGE STATION, TX PAVEMENT CONSTRUCTION NOTES, 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN 01 THE PLANS AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PS THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 2: PERCENT BY WEIGHT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3. IF SUBGRADE PI IS GREATER THAN 21 FOR SOILS BENEATH THE PAVEMENT, THE SUBGRADI SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPTH OF 6" Al A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL THE LIME STABILIZE( SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4 AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO oi DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D691 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND LIME SLURRY". THE LIME STABILIZED SUBGRADE SHOULD EXTENE A MINIMUM OF 12" OUTSIDE THE PAVEMENT. 4. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED ANE 'PROOF -ROLLED'. ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING' SHALL BE REMOVED AND REPLACED. 5. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL. 6. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURINC COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. 7. ALL ADA RAMPS WALL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 8. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. 9. REFER TO THE GEOTECHNICAL REPORT PREPARED FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. 10. THE DETENTION AND DRAINAGE FACILITIES MUST BE CONSTRUCTED FIRST. 11. MATERIALS AND METHODS FOR PAVEMENT MARKINGS SHALL CONFORM TO TXDOT STANDARD SPECIFICATIONS (CURRENT EDITION), WITH THE FOLLOWING EXCEPTIONS: 1) TYPE II MARKING MATERIALS NEED NOT BE PURCHASED FROM THE DEPARTMENT, AND 2) CLASS BEADS MAY BE OMITTED, BUT MARKING MATERIAL SHALL BE TYPE 11 PAINT -TYPE MATERIAL. 12. EXISTING PAVERS SHALL BE SALVAGE AND REUSED IN AREAS OF PROPOSED BRICK PAVING SHOWN ON THIS PLAN. ADDITIONAL PAVERS MAY BE NEEDED TO COMPLETE NEW INSTALLATION. 13. ALL ADA ACCESS PATH(S), SIDEWALK(S), AND PARKING SHALL BE IN ACCORDANCE WITH TAS, CURRENT EDITION LEGEND STEEL REINFORCING BARS CONCRETE AVE PAVEMENT u d •- .r -.t • . .. '-6' LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X-6" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) * 6' PAVEMENT - USE #4 REBAR ® 18" O.C.E.W. TYPICAL CONCRETE PAVING SECTION DETAIL N.T.S BEDDING MIX NOTES: 1. BEDDING MIX: A MIXTURE BY VOLUME THAT CONSISTS OF 80% SAND LOAM AND 20% COMPOSTED HARDWOOD MULCH. A. SAND LOAM: A CLEAN, FRIABLE, SANDLOAM OIL CONTAINING LESS THAN 20% CLAY THAT IS FREE OF ROCKS, SUBSOIL, REFUSE, ROOTS, NOXIOUS SEEDS, STICKS, GRASSES AND ANY CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. B. COMPOSTED HARDWOOD MULCH: A X" MINUS PARTICLE SIZE, COMPOSTED HARDWOOD MULCH MATERIAL COMPOSTED A MINIMUM OF 6 MONTHS THAT IS FREE OF BIO -SOLIDS, ANIMAL MANURE, ROCKS, REFUSE, NOXIOUS SEEDS, AND OTHER FOREIGN CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. C. ALL MIXING SHALL TAKE PLACE AT THE CONTRACTOR'S YARD, USING COMMERCIAL MIXING EQUIPMENT SUFFICIENT TO THOROUGHLY MIX ALL COMPONENTS UNIFORMLY TO CREATE A HOMOGENOUS SOIL MIXTURE. 0. SUBMIT SAMPLES PER SUBMITTAL REQUIREMENT FOR APPROVAL SAMPLES SHALL BE OBTAINED RANDOMLY FROM THE LOT BEING DELIVERED TO THE SITE OR FROM THE STOCK PILE. SIDEWALK CONSTRUCTION NOTES: 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI.. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. RONFORC TNG STEEL SHALL BE GRADE 60 (60,000 PSI 3. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE 'PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 4. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL S. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. 6. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 7. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. 8. ALL ADA ACCESS PATH(S), SIDEWALK(S), AND PARKING SHALL BE IN ACCORDANCE WITH TAS, CURRENT EDITION SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET CS PROPERTY BOUNDARY BACK OF CURB - PUBLIC UTILITY EASEMENT - - SETBACK S-8 PROPOSED SANITARY SEWER UNE W-8 PROPOSED WATER LINE ST ST PROPOSED STORM SEWER LINE PROPOSED SIDEWALK 6" PAVEMENT FLOW DIRECTION -00. FIRE HYDRANT 0 GATE VALVES OSANITARY SEWER MANHOLE STEEL REINFORCING BARS CONCRETE AVE PAVEMENT u d •- .r -.t • . .. '-6' LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X-6" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) * 6' PAVEMENT - USE #4 REBAR ® 18" O.C.E.W. TYPICAL CONCRETE PAVING SECTION DETAIL N.T.S BEDDING MIX NOTES: 1. BEDDING MIX: A MIXTURE BY VOLUME THAT CONSISTS OF 80% SAND LOAM AND 20% COMPOSTED HARDWOOD MULCH. A. SAND LOAM: A CLEAN, FRIABLE, SANDLOAM OIL CONTAINING LESS THAN 20% CLAY THAT IS FREE OF ROCKS, SUBSOIL, REFUSE, ROOTS, NOXIOUS SEEDS, STICKS, GRASSES AND ANY CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. B. COMPOSTED HARDWOOD MULCH: A X" MINUS PARTICLE SIZE, COMPOSTED HARDWOOD MULCH MATERIAL COMPOSTED A MINIMUM OF 6 MONTHS THAT IS FREE OF BIO -SOLIDS, ANIMAL MANURE, ROCKS, REFUSE, NOXIOUS SEEDS, AND OTHER FOREIGN CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. C. ALL MIXING SHALL TAKE PLACE AT THE CONTRACTOR'S YARD, USING COMMERCIAL MIXING EQUIPMENT SUFFICIENT TO THOROUGHLY MIX ALL COMPONENTS UNIFORMLY TO CREATE A HOMOGENOUS SOIL MIXTURE. 0. SUBMIT SAMPLES PER SUBMITTAL REQUIREMENT FOR APPROVAL SAMPLES SHALL BE OBTAINED RANDOMLY FROM THE LOT BEING DELIVERED TO THE SITE OR FROM THE STOCK PILE. SIDEWALK CONSTRUCTION NOTES: 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI.. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. RONFORC TNG STEEL SHALL BE GRADE 60 (60,000 PSI 3. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE 'PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 4. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL S. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. 6. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 7. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. 8. ALL ADA ACCESS PATH(S), SIDEWALK(S), AND PARKING SHALL BE IN ACCORDANCE WITH TAS, CURRENT EDITION SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET CS NON— ( STRUCTURAL STRUCTURAL BACKFILL BACKFILL PAVEMENT STRUCTURE ELECTRICAL PER PAVING At LINE PLAN CLEAN, EXCAVATED MATERIAL G GAS - BACKFILLED AND COMPACTED D ACCORDING TO , EXISTING 00 GEO—TECHNICAL REPORT r,'�S r' ' ^ �� COMPACTED CEMENT STABI— PARK BENCH-/ 8" WATER LINE LIZED SAND, ii¢• SACK/CY, (50' O.C. TYP.) D' PUGMILL ONLY. SPADE BY LIFTS INTO PLACE, TO FILL .o• D ALL VOIDS AROUND PIPE, 12" MIN. MANUALLY CONSOLIDATE AT D I— Z OPTIMUM MOISTURE. p • r^:r^ U) c O 1� ,. } Lil 0: D Q. PIPE O.D. 8 WdO BANK SAND, SPADE (6" MIN.) _ ,10 000 LOT 2, BLOCK 19, BY LIFTS INTO PLACE, e° . c TO FILL ALL VOIDS PIPE AROUND PIPE. 12" OA. t2" MIN. MIN. THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES D• D BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER AND STORM PIPE N.T.S. a ' EXIST1N MANHOL GAS -- GAS EXT-----_._. STING - MANHOLE I EXISTING' 2" WATER UNE W-2 ----•-----W-2--------W_2 — 15PUE CS SECOND STREET 8832/148 CS SECOND STREET APARTMENTS, LLG EXISTING FIRE APARTMENTS 11, LLC BOYETT SUBDIVISION HYDRANT BOYETT SUBDIVISION LOT 3R, BLOCK D PARTS OF LOTS 1 & 2, BLOCK 5 EXISTING GAS LINE rIA S GAS GAS GAS -GAS GAS GAS GAS INSET A-`, SECOND ST. EXISTING 27' PAVEMENT 8" WATER LINE EXISTING 6" R.O.W. VARIES WATER LINE PROPOSED " rPROPOSED /WATERLINE / LIMITED PARTNERSHIP a BOYETT SUBDIVISION 19 & PARTOOF �LOT04,KBLOC K 19 00 EXISTING 6' SIDEWALK STREET TREE—` e (25' O.C. TYP.) ao 1 • L , NEELLEY, A. G. BOYETT SUBDIVISION LOT 1, BLOCK 19 00 PRIVATE 8" SEWER ,. SERVICE EXISTING FIRE PROPOSED 6" HYDRANT WATER LINE ---W-2 ---- W-2 I- ST STS -AT — ST pST ST ST ---- ST ---- ST ST ----0 -� ST ST 0 a S- "'------S-10 _`,`---S-10 —S-10 "'_'-------5-10 S -10 ---------S-10 EXISTING PROPOSED PUBLIC �6 10" SEWER LINE STORM SEWER PIPE EXISTING MANHOLE RIM = 343.13' �' EXISTING GAS LINE 10" FL 1N = 333.29' 8" FL IN = 333.36' a 10" FL OUT = 333.22' -GAS GAS - GAS -____— GAS GAS GAS GAS GAS tl` A8801 �Iao� ONISV3l 33IB0 IRRIGATION SYSTEM -PROPOSED STREET LIGHT i NIViS IRRIGATION SYSTEM GAS PUBLIC STORM SEWER LINE CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION LOT 1, BLOCK 5 0 I rPROPOSED / STREET LIGHT PARK BENCH (50' O.C. TYP.) I 16' ROLLUP DOOR PROPOSED 6 STORY BUILDING LEVELS 1 & 2 PARKING FLOORS 3 - 6 MULTI -FAMILY RESIDENTIAL PROPOSED SECONDARY ELECTRICAL CABINET LOCATION( PER CSU PLANS & SPECIFICATIONS 1 PUBLIC STORM SEWER LINE EXISTING 6" WATER LINE L cn 0 AS1 vv—o GAS EXISTING MANHOLE RIM = 347.40 8spFL IN = 337.63 8" FL OUT =337.43' w 00 1 rn w 00 I W D co I co w D 00 I Ln w 13 co I � w 00 (A 5-10 --_-______-S_10 PROPOSED-/ � �..-o -6 0 :STREET LIGHT PARK BENCH BOYETT STREET —'5-10 ---.-(50' O.C. TYP.) PROPOSED PROPOSED PROPOSED S-1 6" WATER LINE ->b0 --..._.__PUBLIC STORM STREET LIGHT 28' PAVEMENT co SEWER LINE -------S-10 50' R.O.W. EXISTING EXISTING MANHOLE GAS LINE RIM = 344.69' GAS ____ GAS _ 8" FL IN = 335.87' GAS GAS GAS GAS GAS GAS 8" FL IN = 334.59' --- GAS 10" FL OUT = 334.49' THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY E 1 n /tee re n ' DEEN L. OP.E., %iCtultzVV V LICENSE N0.. 10 109835 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 CAUTION! FIELD VERIFY UNDERGROUND U11LITIES PRIOR TO CONSTRUCTION OF PUBLIC UTILITIES & PRIVATE SERVICES FIRM # 12327 SCHULTZ ENGINEERING, LLC 20 10 0 20 SCALE IN FEET 5' PUE W DCO ...I Q 01�50: OC DO D rnSZ R"Zm �I -0 i -EXISTING UNDERGROUND r ELECTRICAL LINE 8" SEWER LINE /-PROPOSED ELECTRICAL TRANSFORMER LOCATION PER CSU PLANS & SPECIFICATIONS STREET TREE (25' O.C. TYP.) CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX 9 -MAS U i'11551 til �..mm ...._ UTILITY (NOTES: 1. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED PER COLLEGE STATION UTILITIES (CSU) ELECTRICAL PLAN, 2. STR CTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SEC11ON UNDER OR WITHIN 5' OF PAVEMENT. SEE DETAIL W4-02. 3. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTEC11ON AS THE AMP OR USA, LL562 LOCKING LID, AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STA11ON UTILITIES DIRECTOR OR DESIGNEE, PRIOR TO INSTALLATION. 4. PUBLIC WATER & SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE NTH' THE BCS UNIFIED DESIGN GUIDELINES, STANDARD DETAILS, AND SPECIFICATIONS, 2012 EDITION. 5. PRIVATE WATERLINE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUMBING CODE. CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE. 6. PRIVATE WATER & SEWER LINE SERVICE MATERIALS TO BE ACCORDANCE WITH PLUMBING CODE AND CITY OF COLLEGE STATION REQUIREMENTS. 7. CONTRACTOR SHALL COORDINATE CONDUIT AND/OR LINE INSTALLATION FOR TELECOMMUNICATION PROVIDERS FOR THE SITE. 8. WHEN INSTALLING WATER LINE CONNECTIONS IN BOYETT ST., CHERRY ST. OR ((SECOND ST., ONE LANE OF TRAFFIC TO REMAIN OPEN AT ALL TIMES. CONTRACTOR SHALL COORDINATE WITH CITY AND OTHER ENTITIES FOR PARTIAL STREET CLOSURE. 9. CONTRACTOR SHALL COORDINATE WITH CITY OF COLLEGE STATION WATER SERVICES PRIOR TO CONSTRUCTION OF PUBLIC WATER LINE RECONSTRUCTIONS TO MINIMIZE SERVICE INTERRUPTIONS. 10. DEPTH OF THE EXISTING WATER LINES TO BE VERIFIED BY THE CONTRACTOR. 11. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. 12. FIN ! Y DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" HALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRO P PIPE BEFORE BACKFILL HAS BEGUN BY ANY MECHANICAL EQU MENT. 13. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH = 2000 PSI. 14. ALL 'THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF 'BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 15. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS ''REACHED 7 DAY STRENGTH. 16. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET C6 A ' XISTING- EXISTING- D D! ELECTRICAL At LINE G GAS - D EXISTING 00 PARK BENCH-/ 8" WATER LINE (50' O.C. TYP.) D' .o• D co p. ?� D I— Z p • r^:r^ U) c O ,. } Lil 0: D Q. WdO BOND, R. J. BOYETT SUBDIVISION 00 _ ,10 000 LOT 2, BLOCK 19, e° . c o°• PROPOSED - PUBLIC STORM SEWER LINE D• D 00 a ' " D : PROPOSED 8' WIDE SIDEWALK (TYP.) D 'D EXISTING 6' SIDEWALK STREET TREE—` e (25' O.C. TYP.) ao 1 • L , NEELLEY, A. G. BOYETT SUBDIVISION LOT 1, BLOCK 19 00 PRIVATE 8" SEWER ,. SERVICE EXISTING FIRE PROPOSED 6" HYDRANT WATER LINE ---W-2 ---- W-2 I- ST STS -AT — ST pST ST ST ---- ST ---- ST ST ----0 -� ST ST 0 a S- "'------S-10 _`,`---S-10 —S-10 "'_'-------5-10 S -10 ---------S-10 EXISTING PROPOSED PUBLIC �6 10" SEWER LINE STORM SEWER PIPE EXISTING MANHOLE RIM = 343.13' �' EXISTING GAS LINE 10" FL 1N = 333.29' 8" FL IN = 333.36' a 10" FL OUT = 333.22' -GAS GAS - GAS -____— GAS GAS GAS GAS GAS tl` A8801 �Iao� ONISV3l 33IB0 IRRIGATION SYSTEM -PROPOSED STREET LIGHT i NIViS IRRIGATION SYSTEM GAS PUBLIC STORM SEWER LINE CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION LOT 1, BLOCK 5 0 I rPROPOSED / STREET LIGHT PARK BENCH (50' O.C. TYP.) I 16' ROLLUP DOOR PROPOSED 6 STORY BUILDING LEVELS 1 & 2 PARKING FLOORS 3 - 6 MULTI -FAMILY RESIDENTIAL PROPOSED SECONDARY ELECTRICAL CABINET LOCATION( PER CSU PLANS & SPECIFICATIONS 1 PUBLIC STORM SEWER LINE EXISTING 6" WATER LINE L cn 0 AS1 vv—o GAS EXISTING MANHOLE RIM = 347.40 8spFL IN = 337.63 8" FL OUT =337.43' w 00 1 rn w 00 I W D co I co w D 00 I Ln w 13 co I � w 00 (A 5-10 --_-______-S_10 PROPOSED-/ � �..-o -6 0 :STREET LIGHT PARK BENCH BOYETT STREET —'5-10 ---.-(50' O.C. TYP.) PROPOSED PROPOSED PROPOSED S-1 6" WATER LINE ->b0 --..._.__PUBLIC STORM STREET LIGHT 28' PAVEMENT co SEWER LINE -------S-10 50' R.O.W. EXISTING EXISTING MANHOLE GAS LINE RIM = 344.69' GAS ____ GAS _ 8" FL IN = 335.87' GAS GAS GAS GAS GAS GAS 8" FL IN = 334.59' --- GAS 10" FL OUT = 334.49' THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY E 1 n /tee re n ' DEEN L. OP.E., %iCtultzVV V LICENSE N0.. 10 109835 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 CAUTION! FIELD VERIFY UNDERGROUND U11LITIES PRIOR TO CONSTRUCTION OF PUBLIC UTILITIES & PRIVATE SERVICES FIRM # 12327 SCHULTZ ENGINEERING, LLC 20 10 0 20 SCALE IN FEET 5' PUE W DCO ...I Q 01�50: OC DO D rnSZ R"Zm �I -0 i -EXISTING UNDERGROUND r ELECTRICAL LINE 8" SEWER LINE /-PROPOSED ELECTRICAL TRANSFORMER LOCATION PER CSU PLANS & SPECIFICATIONS STREET TREE (25' O.C. TYP.) CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX 9 -MAS U i'11551 til �..mm ...._ UTILITY (NOTES: 1. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED PER COLLEGE STATION UTILITIES (CSU) ELECTRICAL PLAN, 2. STR CTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SEC11ON UNDER OR WITHIN 5' OF PAVEMENT. SEE DETAIL W4-02. 3. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTEC11ON AS THE AMP OR USA, LL562 LOCKING LID, AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STA11ON UTILITIES DIRECTOR OR DESIGNEE, PRIOR TO INSTALLATION. 4. PUBLIC WATER & SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE NTH' THE BCS UNIFIED DESIGN GUIDELINES, STANDARD DETAILS, AND SPECIFICATIONS, 2012 EDITION. 5. PRIVATE WATERLINE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUMBING CODE. CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE. 6. PRIVATE WATER & SEWER LINE SERVICE MATERIALS TO BE ACCORDANCE WITH PLUMBING CODE AND CITY OF COLLEGE STATION REQUIREMENTS. 7. CONTRACTOR SHALL COORDINATE CONDUIT AND/OR LINE INSTALLATION FOR TELECOMMUNICATION PROVIDERS FOR THE SITE. 8. WHEN INSTALLING WATER LINE CONNECTIONS IN BOYETT ST., CHERRY ST. OR ((SECOND ST., ONE LANE OF TRAFFIC TO REMAIN OPEN AT ALL TIMES. CONTRACTOR SHALL COORDINATE WITH CITY AND OTHER ENTITIES FOR PARTIAL STREET CLOSURE. 9. CONTRACTOR SHALL COORDINATE WITH CITY OF COLLEGE STATION WATER SERVICES PRIOR TO CONSTRUCTION OF PUBLIC WATER LINE RECONSTRUCTIONS TO MINIMIZE SERVICE INTERRUPTIONS. 10. DEPTH OF THE EXISTING WATER LINES TO BE VERIFIED BY THE CONTRACTOR. 11. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. 12. FIN ! Y DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" HALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRO P PIPE BEFORE BACKFILL HAS BEGUN BY ANY MECHANICAL EQU MENT. 13. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH = 2000 PSI. 14. ALL 'THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF 'BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 15. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS ''REACHED 7 DAY STRENGTH. 16. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET C6 - GAS 8" WATER UNE .g GAS CONNECT TO EXISTING 8" WATER LINE GAS GAS GAS SECOND ST. GAS GAS BLOCK 5 GAS lb a9 t'KUt'UJtU n J I UR T BUILDING LEVELS 1 & 2 PARKING FLOORS 3 - 6 MULTI -FAMILY RESIDENTIAL STRUCTURAL BACKFILL 103 LF N N + + o- I 1 Zr, 0 y 352 PROFILE SCALE Alignment Data: 8" WATER SECOND ST 1"=40' HORZ. 1"=40' HORZ. ber Start Station End Station Length Une/Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Start Easting End Northing End Easting 4 rL,L1 0+00.00 0+24.93 24.93 S48' 13' 45'E10212702.49 10212568.24 3549881.33 10212686.21 3549900.21 5 0+24.93 0+34.78 9.85 N85' 46' 15'E 10212686.21 3549900.21 10212686.93 3549910.03 L15 0+34.78 0+54.78 20.00 S49' 13' 45"E 10212686.93 3549910.03 10212673.87 3549925.18 L2 0+54.78 1+28.34 73.56 S46' 42' 36"E 10212673.87 1 3549925.18 10212623.43 3549978.72 L3 1+28.34 1+49.98 21.64 N88' 17' 24"E 1 10212623.43 13549978.72 10212624.08 3550000.36 STRUCTURAL BACKFILL 103 LF N N + + o- I 1 Zr, 0 y 352 PROFILE SCALE Alignment Data: 6" WATER BOYETT ST 1"=40' HORZ. 1"=40' HORZ. Number 1"=4' VERT. End Station Length Line/Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing 348 End Northing End Easting L11 348 0+42.50 42.50 DESIGN 10212568.24 3549732.07 10212537.02 3549760.90 GRADE 0+42.50 0+57.66 15.16 GSR NDSTING� 3549760.90 10212521.87 344 L15 0+57.66 0+77.66 344 S42' 45' 14"E 10212521.87 3549760.30 4' MIN. 3549773.88 L16 0+77.66 1+63.17 85.51 S44 45' 14'E BURY 3549773.88 10212446.46 3549834.08 CONNECT TO 1+88.70 25.53 S42' 45' 14-E 10212446.46 3549834.08 EXISTING 340 WATER 8" UNE L13 1+88.70 1.79 CONNECT EXISTING TO 8" 340 UNE 10212427.72 3549851.41 10212427.29 3549862.24 L14 WATER 2+05.00 1.0800% S42' 43' 23"E 10212427.29 3549862.24 1021242 3.27 3549865.95 336 340 340 u W 336 6z- v W m 1- - 1.10X � 336 � X b m 332m 336 C x e n 332 328 328 o Z'i 0 ON! SEWER NDERGROUND m RIOR TO 332 332 LFIELDVERIFY OF PUBLIC PRIVATE ES 324 324 wz ZZ 0- a 328 0'Lz� M M 328 320 w CAUTION! 320 -0+50 0+00 1+00 2+00 8" WATER LINE RELOCATION SECOND STREET 20 10 0 20 SCALE IN FEET THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY EN L. DOYEN, P.E.,JqLltzEsneering LICENSE N0. 109835,JL;hultz 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 D _EY, A. G. SUBDIVISION Co BLOCK 19 1E: 3 a:. CONNECT TO EXISTING TEE FIELD VERIFY 2' WATER LINE _ PRIOR TO CONSTRUCTION STA. - 0+02.08 6" MJ GATE VALVE W-2 ... _ PUBLIC WATER NOTES: 1. WATERLINE PIPE MATERIAL 6" & 8" PVC, DR -14 (AWWA C-900, CL. 200). 2. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. 3. REFER TO FIGURES W1 & W2 FOR DETAILS. / ti �gfP� OF T r. .., .. •• ,► ................. Ram... 109835 4,C a FIRM # 12327 SCHULTZ ENGINEERING, LLC if aivis STA. - 0+42.50 6" 45' MJ BEND PROPOSED UNDERGROUND DETENTION FACILITY (( rr 6" WATER - ST --'-" 0 ¢ ST ST M S T 0 diff - - T � \ -S-10 S-10 -------_ _-- W-61 W-6 w -s -6 5-10 5-10 S-10---_______S_10--S-10STA. - 1+88.7 _ STA. - o+s7.s6 BOYETT STREET S-10 - s-16. 45' MJ BEN 6" 45' MJ BEND 28' PAVEMENT 50' R.O.W. GAS GAS GAS I GAS GAS GAS GAS GAS FIELD VERIFY AND REPORT TO ENGINEER EXISTING WATER LINE CONDITIONS PRIOR TO WATER LINE CONSTRUCTION STRUCTURAL BACKFILL 205 LF 0 0 O 'ten H 352 v4L PROFILE SCALE Alignment Data: 6" WATER BOYETT ST 1"=40' HORZ. Number Start Station End Station Length Line/Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Start Easting End Northing End Easting L11 0+00.00 0+42.50 42.50 S42' 43' 23"E 10212568.24 3549732.07 10212537.02 3549760.90 L12 0+42.50 0+57.66 15.16 S02' 16' 37"W 10212537.02 3549760.90 10212521.87 3549760.30 L15 0+57.66 0+77.66 20.00 S42' 45' 14"E 10212521.87 3549760.30 10212507.19 3549773.88 L16 0+77.66 1+63.17 85.51 S44 45' 14'E 10212507.19 3549773.88 10212446.46 3549834.08 L17 1+63.17 1+88.70 25.53 S42' 45' 14-E 10212446.46 3549834.08 10212427.72 3549851.41 L13 1+88.70 1+99.54 10.84 S87' 43' 23"E 10212427.72 3549851.41 10212427.29 3549862.24 L14 1+99.54 2+05.00 5.47 S42' 43' 23"E 10212427.29 3549862.24 1021242 3.27 3549865.95 STRUCTURAL BACKFILL 205 LF 0 0 O 'ten H 352 v4L PROFILE SCALE 1"=40' HORZ. 1"=4' VERT. 348 348 DESIGN GRADE 344 EXISTING344 GROUND w _T ,---" '- - c 1 m ' MIN. CONNECT TO EXISTING 6" BURY WATER UNE PIPE 103 m oil _ c°fv afi 18" RCP PIPE 340 340 6z- v CONNECT TO EXISTING 6" 1- - 1.10X WATER UNE 336 3.6' 336 1 e n 8" PRIVATE o Z'i 0 SEWER SERVICE m 332 332 m io m 328 328 CAUTION! FIELD VERIFY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION OF PUBLIC UTILITIES & PRIVATE SERVICES 324 324 w z zoo cn o 0_ W Q? N 00 N 00 r? 0) G) O 0-ZCV rM M M M Wl j 320 " 320 -0+50 0+00 1+00 2+00 2+50 5" WATER LINE RELOCATION BOYETT STREET CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX �•j STA. - 1+99.54 6' 45' MJ BEND ---s-1 O ---- GAS ___-___._- PUBLIC WATER LIN I E PLAN & PROFILES 20 10 0 20 SCALE IN FEET SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET C� CS SECOND STREET APARTMENTS, LLC EXISTING FIRE BOYETT SUBDIVISION HYDRANT LOT 3R, BLOCK 5 EXISTING GAS LINE S GAS GAS GAS GAS GAS r 27' PAVEMF—_NT- f ; R.O.W. VA -RIES < , ,-STREET TREE 15' PUE 8832/148 CS SECOND STREET APARTMENTS II, LLC BOYETT SUBDIVISION PARTS OF LOTS 1 & 2, BLOCK 5 GAS GAS GAS EXISTING 8" WATER LINE ti N s� NON- ON- STRUCTURAL STRUCTURALBACKFILL PAVEMENT BACKFIFILLL v> ��`w ' ..i-i I In - I p 8i / 1 l CLEAN, EXCAVATED MATERIAL STRUCTURE PER PAVING SQUARE W-8 / Wr8 PLAN /� •' BACKFILLED AND COMPACTED PLAN O.C.E.W. 1 ,C TREE WELL PUBLIC STREETS. ACCORDING TO STORM DRAIN GEOTADJACENT EXTILE FABRIC FABRIC •MINIMUM 12' SHALL BE 4' PIPE FULL WIDTH OF SITE GEO-TECHNICAL REPORT SUBGRADE ENTRANCE SECTION A -A CONSTRUCTION EXIT SILT CONTROL DETAIL N.T.S. 8" RCP STORM SEWER 2"X4" WIRE MESH (OPTIONAL) SEDIMENT CONTROL FABRIC 0 o COMPACTED CEMENT STABI- LIZED SAND, 1X SACK/CY, ' ° i ° .8 dYl(ld @w 0,13 WOODEN STAKE T -POST OR WOODEN STAKE 4' WITH OPTIONAL WIRE MESH PUGMILL ONLY. SPADE BY 1 STAKE AS REQUIRED TO MAINTAIN. EXTEND INTO A TRENCH SPACED 6' APART AND BE .ANCHORED WITH [COMPACTED BACKFILL LIFTS INTO PLACE, TO FILL° F FLOW f ■ NATURAL GROUND pIRE� 4" TREEWELL4"X4" 12" MIN oo°oo°o °oo°oo°o° ALL VOIDS AROUND PIPE. , I D PIPE I ( I 20" TO ACCUMULATE. ALIGN FENCE ALONG SLOPE 0 o a °o°o°o MANUALLY CONSOLIDATE AT I 3 ~'D I# I N.T.S. o OPTIMUM MOISTURE. 0 11VI1 Do °° °°°THE 0 o PIPE O.D.O•Q� PITNER FAMILY xsalx \ o° og o°°S° sIMITED COMPACTED CEMENT STABI- °o o° 00'co° (6" MIN) PARTNERSHIP TREE WELL \ LIZED SAND, 1h SACK/CY, PIPE BOYETT SUBDIVISION 11 STORM DRAIN LINE I# ,18801 \ PUGMILL ONLY. SPADE BY 0 LOT 3, BLOCK 19 , PER TREE GRATE & , LIFTS INTO PLACE, TO FILL VOIDS DPIPE, & PART OF LOT 4 BLOCK 19 a SIDEWALK AT TREE GRATE »Oht `r MAALL NUALLY CONSOLIDATE AT THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM 71 y t , DETAILS (SEE SHEET C2), \ OPTIMUM MOISTURE. AND CONTINUOUS SUPPORT FOR THE l i D 1 PIPE BARREL BETWEEN BELL HOLES ` ONISV31 12" MINIMUM BEDDING AND TRENCH BACKFILL GA GAS DETAIL FOR HDPE & RCP STORM PIPE ' I> 1 I \ N.T.S.00 S t I \ `4' EXISTING 3 PARK BENCH 1539 8" WATER LINE (50' O.C. TYP.) Z Lij O S ILT FENCE D•` > �Q� \ / wdo f_ �- / BOND, R. J. _ - U 00 } / BOYETT SUBDIVISION °D, : LOT 2, BLOCK 19 \ x.345-` — / OD ° \ / PROPOSED 8' WIDE SIDEWALK (TYP.)EXISTING \ 6' SIDEWALK 0\ � / / O �'`� \ \ TREE WELL STORM DRAIN LINE PER TREE GRATE & \ \ C� ) �l0 G�F �I / / ^/ / /\ SIDEWALK AT TREE GRATE DETAILS (SEE SHEET C2) �b /07�G1 ; / / \ o ` ` ( CONNECT TO UNDERGROUND NEELLEY, A. STREET TREE DETENTION VAULT / BOYETT SUBDIVI lON FL OUT = 339.60 �"' / LOT 1, BLOCK 1� °0E- FL (25' O.C. TYP.) 11\ CONCRETE HEADWALL // / \ I# a1V1S PROPOS UNDERGROUND �t J' IN = 338.30 ,>� N¢ EXISTING EXISTING EXISTING FIRE. PROPOSED DETEI TION FACILITY PIPE 100 0 � GAS LINE 2 WATER LINE HYDRANT ,t �' PRIVATE SERVICE~ PRIVATE PIPE 105 PRIVATE -_ yy_ 18" RCP PIPE r . \ •`18" RCP PIPE I OUTFALL STRUCTURE _ - — �- 16.1 '.'3.2 LF ® 1.30% FL IN = 339.56 W_2_W-2—'W-2 3'x3' JUNCTION BOX 103 339.5 1 PIPE 101 -2 18" RCP PIPE FL IN = 339.25 -6 -PRIVATE PIPE 104 O ST ST 126.5 LF ® 0.40% FL OUT = 339.15 1$'° RCP PIPE .S:aLF®0.40% STU T — ST ST INLET ,� T ST ST ____ ST ST ST O ¢ ST O PROTECTION O EXISTING 3'x3' JUNCTION BOX 101 PIPE 103 3'x3' JUNCTION BOX 104 9.49 MANHOLE FL IN = 338.41 —(3'X3'18" RCP PIPE FL OUT 3 339.44 FL OUT = 338.36 EXISTING JUNCTION BOX 102 `� — L' " — 10" SEWER LINE FL IN = 338.97 45.9 LF ®0.40% EXISTING _ '_ — FL OUT = 338.92 _� — BOYETT STREET 15" SEWER -LINE w - •��' EXISTING �' --. PIPE 102 EXISTING MANHOLE-/...•_ - , c- - GAS LINE 342' -, „ RIM = 343.13' - 28 PAVEMENT EXISTING 18 RCP PIPE 10" FL IN = 333.29' !0"*_�EXISTING — '—GAS -________,.,- GAS GAS 6SEWER LINE 43.4 LF ®0.40% "8" FL IN 333.36' GAS LINE5BR-O.W.-- ..._ GAS - GAS -- _____ _GAS 10 FL OUT - 333.22 --343._ GAS GAS GAS GAS GAS CS SECOND STREET APARTMENTS II, LLC BOYETT SUBDIVISION LOT 1, BLOCK 5 �-7 — GA 8 _ W GAS G7�S �I EXISTING MANHOLE RIM = 347.40' Q 8*' FL IN = 337.63' /rPARK BENCH 8" FL OUT =337.43' (50' O.C. TYP.) I GATES \ TREE WELL ' STORM DRAIN LINE 13VdA03 PER TREE GRATE & Nv 1 SIDEWALK AT TREE GRATE' DETAILS (SEE SHEET C2) -34 - alvis PROPOSED 6 STORY // } I BUILDING /co LEVELS 1 & 2 PARKING �\ FLOORS 3 — 6 I MULTI—FAMILY RESIDENTIAL { �> m -3¢8-- CONSTRUCTION EXIT SILT FENCE \ \ it -347— -. ..i-i ��' �� ■ ■■ iii■i ,� As 1 l CONSTRUCTION EXIT SILT FENCE \ \ it -347— -. PROPOSED! ELECTRICAL \ TRANSFORMER LOCATI ON \ d ..i-i ��' �� ■ ■■ iii■i ,� As T DRESS WITH ADDITIONAL STONE MIN.2t-t6 SQUARE PLAN MAINTAINED O ASPREVENT #4 BARS • 1 O.C.E.W. 1 ,C TREE WELL PUBLIC STREETS. STORM DRAIN GEOTADJACENT EXTILE FABRIC FABRIC •MINIMUM 12' SHALL BE 4' PIPE FULL WIDTH OF SITE SUBGRADE ENTRANCE SECTION A -A CONSTRUCTION EXIT SILT CONTROL DETAIL N.T.S. 8" RCP STORM SEWER PROPOSED! ELECTRICAL \ TRANSFORMER LOCATI ON \ d #4 BARS 6" O.C.E.W. y l---6° SIDE WALLS TOP & BOTTOM SLAB I 28 -DAY CONCRETE v / STRENGTH = 3000 psi SECTION A -A SINGLE GRATE INLET DETAIL N.T.S. A STD. CAST IRO + MANHOLE COVER AND FRAME 30" 5' PUE + Oz. +fi MIN. S SQUARE PLAN #4 BARS 0 12" O.C.E.W. D. + fi" MIN. SIDE WALLS w omo -1 Q .- -M{ m r- -1 CJ0 Ch n C 2 Uj X ca D 28 -DAY CONCRETE 4 BARS 6" O.C.E.W. S ENGTH: 3000 or TOP &BOTTOM SLAB zm SECTION A -A J 1:0- JUNCTION BOX DETAIL \ N.T.S. LLJ 13 Uj EXISTING UNDERGROUND ELECTRICAL LINE I EXISTING SEWER LINE LPARK BENCH (50' O.C. TYR). � r -- STREET TREE (25' O.C. TYP.) TREE WELL STORM DRAIN LINE PER TREE GRATE & EXISTING MANHOLE SIDEWALK AT TREE GRATE - RIM = 344.69' EXISTING GAS GAS MANHOLE DETAILS (SEE SHEET C2) GAS =-=�,-•�-_ GAS` 8" FL IN = 335,87' w GAS 8" Cl IN= 334.59' ---GAS THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY OnchultzEng i n p p r' n g' OEEN L. DOYEN, P.E., 1 G �i LLL; LICENSE N0. 109835 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 NOTE: ALL BUILDING ROOF DRAINS TO DISCHARGE DIRECTLY INTO UNDERGROUND DETENTION FACILITY. of�(' p .... ..... *OEVEN°L DOYEN.*• 's 109835 131 �S FIRM # 12327 SCHULTZ ENGINEERING, LLC 10'. FL OUT = 334.49' CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX 16° F STORM SEV A 24" GRATE INLET V-5724-1 9_m AS 24" GRATE INLET V-5724-1 6" THICK CONCRETE WALL WITH 8"x8" ORIFICE 18" RCP STORM SEWER ELEV AS SHOWN ON THE PLANS 12" D D O zl:z w:1 DTF IAMETER _ p O OF (DP�PE �6°� 0/2 D/2 eD 3 "U 9BARS 1 PER BLOCK ::::R —1 D/2 8" MIN. 2'MAX. DISSIPAI DISSIPATOR BLOCK LOCATION BLOCK 28 -DAY CONCRETE STRENCTH - 3000 PSI ° o' 6 (° I #4 BARS 12" O.C.E.W. ° WALLS. BOTTOM SLAB, 0 of A N / c a, d ° I ° 12" 6" i 6" APRON SLOPE lt MATCH RECEN ° VARIES FLOWLINE SLO i� 24" 6" SECTION A A TYPICAL CONCRETE HEADWALL & ENDWALL WITH WINGS DETAIL N.T.S GRAVEL BAG ® GRAVEL BAG L I i i NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT D GRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. • GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN INLET PROTECTION DETAIL N.T.S. i 6' MIN. DEPTH STONE1p0 VARIE5s TO (ASTM 0448. 3' 5" DIAMETER) OVER 5Q •10 GEOTEXTILE FABRIC WITH SAME SQUARE �OVj FOOTAGE. A ..i-i ��' �� ■ ■■ iii■i ,� 8. fO.D. T DRESS WITH ADDITIONAL STONE MIN.2t-t6 SQUARE PLAN MAINTAINED O ASPREVENT #4 BARS • 1 O.C.E.W. 1 #4 BARS 6" O.C.E.W. y l---6° SIDE WALLS TOP & BOTTOM SLAB I 28 -DAY CONCRETE v / STRENGTH = 3000 psi SECTION A -A SINGLE GRATE INLET DETAIL N.T.S. A STD. CAST IRO + MANHOLE COVER AND FRAME 30" 5' PUE + Oz. +fi MIN. S SQUARE PLAN #4 BARS 0 12" O.C.E.W. D. + fi" MIN. SIDE WALLS w omo -1 Q .- -M{ m r- -1 CJ0 Ch n C 2 Uj X ca D 28 -DAY CONCRETE 4 BARS 6" O.C.E.W. S ENGTH: 3000 or TOP &BOTTOM SLAB zm SECTION A -A J 1:0- JUNCTION BOX DETAIL \ N.T.S. LLJ 13 Uj EXISTING UNDERGROUND ELECTRICAL LINE I EXISTING SEWER LINE LPARK BENCH (50' O.C. TYR). � r -- STREET TREE (25' O.C. TYP.) TREE WELL STORM DRAIN LINE PER TREE GRATE & EXISTING MANHOLE SIDEWALK AT TREE GRATE - RIM = 344.69' EXISTING GAS GAS MANHOLE DETAILS (SEE SHEET C2) GAS =-=�,-•�-_ GAS` 8" FL IN = 335,87' w GAS 8" Cl IN= 334.59' ---GAS THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY OnchultzEng i n p p r' n g' OEEN L. DOYEN, P.E., 1 G �i LLL; LICENSE N0. 109835 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 NOTE: ALL BUILDING ROOF DRAINS TO DISCHARGE DIRECTLY INTO UNDERGROUND DETENTION FACILITY. of�(' p .... ..... *OEVEN°L DOYEN.*• 's 109835 131 �S FIRM # 12327 SCHULTZ ENGINEERING, LLC 10'. FL OUT = 334.49' CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX 16° F STORM SEV A 24" GRATE INLET V-5724-1 9_m AS 24" GRATE INLET V-5724-1 6" THICK CONCRETE WALL WITH 8"x8" ORIFICE 18" RCP STORM SEWER ELEV AS SHOWN ON THE PLANS 12" D D O zl:z w:1 DTF IAMETER _ p O OF (DP�PE �6°� 0/2 D/2 eD 3 "U 9BARS 1 PER BLOCK ::::R —1 D/2 8" MIN. 2'MAX. DISSIPAI DISSIPATOR BLOCK LOCATION BLOCK 28 -DAY CONCRETE STRENCTH - 3000 PSI ° o' 6 (° I #4 BARS 12" O.C.E.W. ° WALLS. BOTTOM SLAB, 0 of A N / c a, d ° I ° 12" 6" i 6" APRON SLOPE lt MATCH RECEN ° VARIES FLOWLINE SLO i� 24" 6" SECTION A A TYPICAL CONCRETE HEADWALL & ENDWALL WITH WINGS DETAIL N.T.S GRAVEL BAG ® GRAVEL BAG L I i i NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT D GRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. • GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN INLET PROTECTION DETAIL N.T.S. i 6' MIN. DEPTH STONE1p0 VARIE5s TO (ASTM 0448. 3' 5" DIAMETER) OVER 5Q •10 GEOTEXTILE FABRIC WITH SAME SQUARE �OVj FOOTAGE. A 0.5' I 1.25' 8- 1.25' 10.5' 343.94' t-. B �-4 TREE WELL DRAIN SECTION A -A, 339.55' 24" 3' 1 6" THICK WALL WITH 8"x1 SEWER STOI N.T.S. r•► SCALE VERTICAL HORIZONTAL PLOTTING SCALE: FILE NAME: 14-323 343.94' 342.30' 339.55' A EXISTING STREET NOTE: T DRESS WITH ADDITIONAL STONE 6" MIN. AS NEEDED. STONE IS T618E MAINTAINED O ASPREVENT FROM TRACKS G M DOONTO ,C TREE WELL PUBLIC STREETS. STORM DRAIN GEOTADJACENT EXTILE FABRIC FABRIC •MINIMUM 12' SHALL BE 4' PIPE FULL WIDTH OF SITE SUBGRADE ENTRANCE SECTION A -A CONSTRUCTION EXIT SILT CONTROL DETAIL N.T.S. 8" RCP STORM SEWER 2"X4" WIRE MESH (OPTIONAL) SEDIMENT CONTROL FABRIC A FASTENED TO T -POST OR FASTENED SECURELY TO WOODEN STAKE T -POST OR WOODEN STAKE 4' WITH OPTIONAL WIRE MESH METAL T -POST OR WOODEN 8" OF FILTER FABRIC TO STAKE AS REQUIRED TO MAINTAIN. EXTEND INTO A TRENCH SPACED 6' APART AND BE .ANCHORED WITH [COMPACTED BACKFILL F FLOW NATURAL GROUND pIRE� 4" TREEWELL4"X4" MIN. TRENCH 4- ALLOW 2.5' TO 5' AT TOE STORM DRAIN OF SLOPE FOR SEDIMENT PIPE I ( I 20" TO ACCUMULATE. ALIGN FENCE ALONG SLOPE PLAN VIEW I 1 (*�� CONTOURS. SILT FENCE ASSEMBLY DETAIL N.T.S. 0.5' I 1.25' 8- 1.25' 10.5' 343.94' t-. B �-4 TREE WELL DRAIN SECTION A -A, 339.55' 24" 3' 1 6" THICK WALL WITH 8"x1 SEWER STOI N.T.S. r•► SCALE VERTICAL HORIZONTAL PLOTTING SCALE: FILE NAME: 14-323 343.94' 342.30' 339.55' -w- 05)- 0 - 05)-O Fco,! �O SG N, � F 2 O,y CONCRETE HEADWALL CAUTION! FIELD VERIFY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION OF PUBLIC STORM SEWER LINE D• D 00 Q 3 • ' D D, Q EXISTING 6' SIDEWALK D ° D • NEELLEY, A. G. BOYETT SUBDIVISION LOT 1, BLOCK 19 EXISTING FIRE FL IN = 338.30 EXISTING EXISTING HYDRANT 0 �yrE 100 < GAS LINE 2 WATER LINE " RCP PIPE 3'x3' ' ' F 0n 40%' 2 - W-2 W-2 W-2 MANHOLE w GAS GAS EXISTING Lu MANHOLE PIPE 101 18" RCP PIPE 126.5 LF 0 0.40% 1+00 ST — ST IST— T ST T ST -I— ST ST ST ST 0 '6 et-�- s-19 $i -s- a 1 e _ -�$ 3'x3' JUNtr 'X3' JUNCTION BOX 102 FL IN = FL IN = 338.97 FL OUT =EXISTING EXISTING FL OUT = 338.92 ■ THE SEAL APPEARING ON THIS ■ DOCUMENT WAS AUTHORIZED BY C%; h sumitz Enq'ine tis r' n g' DEEN L. DOYEN, P.E., LLL;LICENSE N0. 109835 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE AM JUNCTION BOX103 FL IN = 339.25 FL OUT = 339.15 �T ST ST if awls TATE PIPE 105 18" RCP PIPE DETENTION VAULT FL OUT = 339.60 UNDERGROUND \ )N FACILITY P'11 PRIVATE OUTFALL STRUCTURE FL 1N = 339.56 ,FL OUT = 33_9_51 PRIVATE PIPE 10 18" RCP PIPE 18" RCP PIPE 45.9 LF 0 0.40% et BOYETT STREET 10" SEWER LINE PIPE 102 EXISTING MANHOLE-' v' EXISTING 28� PAVEMENT 6" SEWER LINE 18" RCP PIPE RIM = 343.13' GAS LINE 50' R.O.W. a EXISTING 43.4 LF 0 0.40% 10" FL IN = 333.29' GAS LINE 8" FL IN = 333.36' `n 8" FL OUT = 333.22', GAS - -- GAS GAS—GAS G GAS GAS GAS GAS GAS GAS GAJ 3'x3' JUNCTION BOX 104 FL IN = 339.49 FL OUT = 339.44 40 20 0 40 SCALE IN FEET NOTES: 1. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. 2. STORM SEWER PIPE MATERIAL SHALL BE RCP, PROFILE GASKET IN ACCORDANCE WITH ASTM C-76, CLASS III. 3. REFER TO STORM SEWER DETAILS SHEET FOR EMBEDMENT & BACKFILL DETAILS AND INLET & HEADWALL DETAILS. 4. DETENTION FACILITY OUTFALL STRUCTURE AND PRIVATE STORM SEWER WILL BE OWNED AND MAINTAINED BY PROPERTY OWNER. LO i I STRUCTURAL BACKFILL 256 LF 352 352 -0+50 0+00 1+00 2+00 PUBLIC STORM SEWER STRONG DLD DLD JPS 14-323 FEBRUARY 2015 3+00 �l011 OF f � : DEVEN. L DOYEN ............................. 109835 r FIRM # 12327 SCHULTZ ENGINEERING, LLC B 11 DETENTION FACILITY FLOOR = 341.00' TOP OF PAVEMENT = 344.25' DETENTION FACILITY FLOOR = 341.00' TOP OF PAVEMENT = 344.25' 1% SLOPE (SEE STRUCTURAL PLANS) CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX CLEAN, EXCAVATED MATERIAL BACKFILLED AND COMPACTED ACCORDING TO GEO-TECHNICAL REPORT 19.5' SECTION A -A N.T.S. 146.5' HEIGHT VARIES (SEE PLAN FOR SPOT ELEVATIONS) SECTION B -B N.T.S. 146.5' 19.5' NON- STRUCTURAL BACKFILL i 12" MIN COMPACTED CEMENT STABI--/ "00 00" o° UZED SAND, % SACK/CY, PIPE PUGMILL ONLY. SPADE BY I D LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. 12" MINIMUM BEDDING AND TRE DETAIL FOR HDPE & DETENTION VAULT PLAN VIEW N.T.S. 010113 STRUCTURE PER PAVING PLAN COMPACTED CEMENT STABI- LIZED SAND, U¢ SACK/CY, PUGMILL ONLY. SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT 0 OPTIMUM MOISTURE. PIPE O.D. 8 0 (6- MIN) THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES ;H BACKFILL 18" STORM SEWER TO OUTLET STRUCTURE DETENTION FACILITY FLOOR - 339.80' TOP OF PAVEMENT = 344.25' 18" STORM SEWER TO OUTLET STRUCTURE DETENTION FACILITY FLOOR - 39.60') 40 MANHOLE ACCESS �7 I', DETENTION FACILITY FLOOR - 340.00" NOTES: TOP OF PAVEMENT - 344.25' A 1. R FER TO STRUCTURAL DRAWINGS FOR DETAILS ON DETENTION FACILITY C i NSTRUCTTON. Z. REFER TO BUILDING PLANS FOR STORMWATER PIPING INTO DETENTION FACILITY. C & P113T PUBLI 1 IX-1VAT-120 STORM SEWER PLAN & PROFILE, SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 0 PROFILE SCALE 1"=40' HORZ. o o t N 1"=4' VERT. I I H H N v7 348 348 JS 104 3'x3' JUNCTION BOX 10 JS 105 a�,� 344 EXI 1ING JB 102 TOP=343'72 STRUCTU11 TOP=343.94 TOP=342.39 3'x3' JUNCTIO BOX 103- ' CONCRETE HEADWALL JB 101 TOP=342.s2 PRIVATE PIPE 104 FL IN = 338.30 3'x3' JUNCTION BOX 101 �"" 18" RCP PIPE TOP=341.29 -�""r 5.0 LF 0 0.40% / T— Is 340 " 340 18" RCP PIP 18 RC 1' T 336 4.8' PROPOSED 336 o 0PIPE 100 " 6 A O Q) M to 01 to � N 18" RCP PIPE aM6 M o06 M LINE � M M 16:1 LF 0 0.40% ,M� m NO jj ,' jj M z o z O OZ S I) 0 Oz �- � I) Oz M IJL U- - 11 332 m J °�° U- U- m J -' ch fl I m I I o PROPOSED m I I I332 J o 00 I I I SEWER �- e ry N8 00 w 0 0 SERVICE 1 1 aw. l a a - (0 cn d Ui. ww0) a- — Ma. a: FL •-ww + aa. +a_a. '- +aa FL FL as `how �d d:ww ¢¢ °' ° w> to 328 co ° N �- +'-a:'-a: 328 co a N CAUTION! 0 to co NDERGROUNDR TO OF PUBLIC RLINE 324 324 zO f0 00 w 000 Obi •- dam' a -' ¢ a- O M M M cyl M 0) M U- LJ 320 320 -0+50 0+00 1+00 2+00 PUBLIC STORM SEWER STRONG DLD DLD JPS 14-323 FEBRUARY 2015 3+00 �l011 OF f � : DEVEN. L DOYEN ............................. 109835 r FIRM # 12327 SCHULTZ ENGINEERING, LLC B 11 DETENTION FACILITY FLOOR = 341.00' TOP OF PAVEMENT = 344.25' DETENTION FACILITY FLOOR = 341.00' TOP OF PAVEMENT = 344.25' 1% SLOPE (SEE STRUCTURAL PLANS) CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX CLEAN, EXCAVATED MATERIAL BACKFILLED AND COMPACTED ACCORDING TO GEO-TECHNICAL REPORT 19.5' SECTION A -A N.T.S. 146.5' HEIGHT VARIES (SEE PLAN FOR SPOT ELEVATIONS) SECTION B -B N.T.S. 146.5' 19.5' NON- STRUCTURAL BACKFILL i 12" MIN COMPACTED CEMENT STABI--/ "00 00" o° UZED SAND, % SACK/CY, PIPE PUGMILL ONLY. SPADE BY I D LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. 12" MINIMUM BEDDING AND TRE DETAIL FOR HDPE & DETENTION VAULT PLAN VIEW N.T.S. 010113 STRUCTURE PER PAVING PLAN COMPACTED CEMENT STABI- LIZED SAND, U¢ SACK/CY, PUGMILL ONLY. SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT 0 OPTIMUM MOISTURE. PIPE O.D. 8 0 (6- MIN) THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES ;H BACKFILL 18" STORM SEWER TO OUTLET STRUCTURE DETENTION FACILITY FLOOR - 339.80' TOP OF PAVEMENT = 344.25' 18" STORM SEWER TO OUTLET STRUCTURE DETENTION FACILITY FLOOR - 39.60') 40 MANHOLE ACCESS �7 I', DETENTION FACILITY FLOOR - 340.00" NOTES: TOP OF PAVEMENT - 344.25' A 1. R FER TO STRUCTURAL DRAWINGS FOR DETAILS ON DETENTION FACILITY C i NSTRUCTTON. Z. REFER TO BUILDING PLANS FOR STORMWATER PIPING INTO DETENTION FACILITY. C & P113T PUBLI 1 IX-1VAT-120 STORM SEWER PLAN & PROFILE, SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 0 ROAD WORK CW20-1D 48" X 48" (FLAGS) 0 M4-10 DETOUR SIDEWALK CLOSED R9-9 24" x 12" COLLEGE MAIN ROAD WORK W20 -1D AHEAD 48" X 48" (FLAGS) END ROAD WORK G20-2 48" X 24" BOYETT STREET 67' o ROAD N AHEAD CW20-1D 48" X 48" (FLAGS), ROAD WORK kNFAn CW20-10 48" X 48" (FLAGS) 1 ONE R( AH CW20-4D 48 X 48 ONE LANE ROAD AHEAD CW20-4D 48" X 48" CW3-2 48" X 48" 17 ,O R1-2 4 X 42 X 42", R1-2AP 48" X 36" 120' CW3-2 48" X 48" TO ON MING TRA IC END ROAD WORK G20-2 48" X 24" SIDEWALK CLOSED 979 24" X 12" YIELD R1-2 42" X 42 X 42" TO R1-2AP 48" X 36" ONCOMING TRAFFIC THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY 'U'Engi n e e n n c� DEVEN L. DOYEN, P.E., LICENSE NO. 109835 tZ 2730 Longmire, Suite A FEBRUARY 13, 2015 Z-3-C%houaltzCollege Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 M4-10 LC EW LK LOS D R9-9 24, X 12" 1D 48" X 48" ROAD (FLAGS) WORK AHEAD CW20-4D 48" x 48" ONE LANE ROAD AHEAD X 48" R1 -2V42" 42 " X 42" R1-2AP 48" X 36" TO tINCOMING RAFFIC Is~OF , of o .. Z i; ..? t ................... mDEVEN L DOYEN .................... 109835 3 FIRM # 12327 SCHULTZ ENGINEERING, LLC SECOND STREET I_ W W ry I-- 0 V) co O Iz U M4-10 SIDEWALK CLOSED ;9-9 24 X 12" J W Z W Q W O J SIDEWALK CLOSED R9-9 24" X 12" °ROJECT LOCATION YIELD R1-2 42" X 42 X 42" TO R1-2AP 48" X 36" ONCOMING TRAFFIC 120' CW20-4D ,X > 48" X 48" >> ONE LANE W ROAD z '' AHEAD W X c Q ;< W (n -C; l` .r COLLEGE MAIN CW3-2 48" X 48" ROA WOR kHEA D CW20-1D 48" X 48" (FLAGS) AN M I go r r r11116,1 W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX 120' BOYETT STREET TRAFFIC CONTROL NOTES: ' 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE TXDOT OR CIN REPRESENTATIVE, AS APPLICABLE. 3. THE WORK SHALL BE COMPLETED SUCH THAT THE ROADWAY WILL BE FULLY OPENED TO TRAFFIC OVERNIGHT. OVERNIGHT LANE CLOSURES WILL NOT BE PERM TIED, UNLESS OTHERWISE APPROVED BY THE APPLICABLE ENGINEER. 4. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. S. TxDOT TRAFFIC CONTROL PLAN TCP (1-2A) SHALL BE FOLLOWED FOR THIS PROJECT. 6. PRIOR TO IMPLEMENTING TRAFFIC CONTROL PLAN, CONTRACTOR MUST PROVIDE ADVANCE NOTICE TO THE FOLLOWING: • COCS PUBLIC WORKS DEPARTMENT • COCS EMERGENCY OPERATIONS CENTER • COCS POLICE DISPATCH • COCS FIRE DISPATCH • TAMU BUS TRANSIT SYSTEM COCS ISD • COCS TRAFFIC ENGINEER 4. FLAGS ATTACHED TO SIGNS WHERE SHOWN ARE REQUIRED. 5. RI -2 'YIELD' SIGN TRAFFIC CONTROL MAY BE USED ON PROJECTS TH APPROACHES THAT HAVE ADEQUATE SIGHT DISTANCE. FOR PROJECTS IN URBAN AREAS, WORK SPACES OULD BE NO LONGER. THAN ONE HALF CITY BLOCK. 6. RI -2 -YIELD- SIGN WITH Rt -20 'TO ONCOMING TRAFFIC' PLAQUE ALL BE PLACED ON A SUPPORT ATA 7 FOOT MINIMUM MOUNTING HEIGHT. 7. ALL SIGNAGE TO BE MOUNTED 24- CLEAR FROM TRAVEL LA AND 7' CLEAR HEIGHT FROM TOP OF CURB. 8. THE CONTRACTOR SHALL KEEP ONE LANE OPEN TO TRAFFIC DURING WORKING HOURS, AND THE ROAD SHALL BE OPENED TO TWO LANES OF TRAFFIC DURING THE NIGHT. 9, CONTRACTOR SHALL BACKFILL ALL OPEN TRENCHES OR COVER WITH TRAFFIC RATED STEEL PLATES AT THE ENO OF WORKING HOURS AND OPEN THE ROAD TO TWO WAY TRAFFIC AT NIGHT. APPROPRIATE SIGNAGE DESIGNATING ROADWAY CONDITIONS SHALL BE PROVIDED AT NIGHT. 10. THE CONTRACTOR SHALL PHASE CONSTRUCTION IN ROADWAYj, TO ALLOW ONE FULL TRAVEL LANE ON ALL STREETS TO BE OPEN AT ALL TIMES DURING WORKING HOURS. i LEGEND END SIGN ' ~ CHANNELIZING DEVICES ROAD WORK < TRAFFIC FLOW G20-2 48" X 24" J W Z W Q W O J SIDEWALK CLOSED R9-9 24" X 12" °ROJECT LOCATION YIELD R1-2 42" X 42 X 42" TO R1-2AP 48" X 36" ONCOMING TRAFFIC 120' CW20-4D ,X > 48" X 48" >> ONE LANE W ROAD z '' AHEAD W X c Q ;< W (n -C; l` .r COLLEGE MAIN CW3-2 48" X 48" ROA WOR kHEA D CW20-1D 48" X 48" (FLAGS) AN M I go r r r11116,1 W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX 120' BOYETT STREET TRAFFIC CONTROL NOTES: ' 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE TXDOT OR CIN REPRESENTATIVE, AS APPLICABLE. 3. THE WORK SHALL BE COMPLETED SUCH THAT THE ROADWAY WILL BE FULLY OPENED TO TRAFFIC OVERNIGHT. OVERNIGHT LANE CLOSURES WILL NOT BE PERM TIED, UNLESS OTHERWISE APPROVED BY THE APPLICABLE ENGINEER. 4. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. S. TxDOT TRAFFIC CONTROL PLAN TCP (1-2A) SHALL BE FOLLOWED FOR THIS PROJECT. 6. PRIOR TO IMPLEMENTING TRAFFIC CONTROL PLAN, CONTRACTOR MUST PROVIDE ADVANCE NOTICE TO THE FOLLOWING: • COCS PUBLIC WORKS DEPARTMENT • COCS EMERGENCY OPERATIONS CENTER • COCS POLICE DISPATCH • COCS FIRE DISPATCH • TAMU BUS TRANSIT SYSTEM COCS ISD • COCS TRAFFIC ENGINEER 4. FLAGS ATTACHED TO SIGNS WHERE SHOWN ARE REQUIRED. 5. RI -2 'YIELD' SIGN TRAFFIC CONTROL MAY BE USED ON PROJECTS TH APPROACHES THAT HAVE ADEQUATE SIGHT DISTANCE. FOR PROJECTS IN URBAN AREAS, WORK SPACES OULD BE NO LONGER. THAN ONE HALF CITY BLOCK. 6. RI -2 -YIELD- SIGN WITH Rt -20 'TO ONCOMING TRAFFIC' PLAQUE ALL BE PLACED ON A SUPPORT ATA 7 FOOT MINIMUM MOUNTING HEIGHT. 7. ALL SIGNAGE TO BE MOUNTED 24- CLEAR FROM TRAVEL LA AND 7' CLEAR HEIGHT FROM TOP OF CURB. 8. THE CONTRACTOR SHALL KEEP ONE LANE OPEN TO TRAFFIC DURING WORKING HOURS, AND THE ROAD SHALL BE OPENED TO TWO LANES OF TRAFFIC DURING THE NIGHT. 9, CONTRACTOR SHALL BACKFILL ALL OPEN TRENCHES OR COVER WITH TRAFFIC RATED STEEL PLATES AT THE ENO OF WORKING HOURS AND OPEN THE ROAD TO TWO WAY TRAFFIC AT NIGHT. APPROPRIATE SIGNAGE DESIGNATING ROADWAY CONDITIONS SHALL BE PROVIDED AT NIGHT. 10. THE CONTRACTOR SHALL PHASE CONSTRUCTION IN ROADWAYj, TO ALLOW ONE FULL TRAVEL LANE ON ALL STREETS TO BE OPEN AT ALL TIMES DURING WORKING HOURS. i LEGEND -A- SIGN ■ ■ CHANNELIZING DEVICES FLAG < TRAFFIC FLOW CW20-4D 48" X 48" ONE LANE ROAD AHEAD 120' END ROAD WORK 20-2 48" X 24" ROAD WORK AHEAD CW20-1D 48" X 48" (FLAGS) I, 1_5 N I It Man 1111, 111! IN 0 9 WMA, I ON SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET r� NTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C: S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24" 12" 12" 114"R 3/4"R 114"R a 10-12" 3W 1 ,R 1-1/2" a .1•' 6" �r #4 BARS CONTINUOUS 1„ AND 3" CLEAR TYP. 24" LAY DOWN GUTTER SECTION ST1-UU NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS P.T: S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. R3 6„T -i 3" 61/2" #4 BARS @ 18" CIC VARIES • m #4 BARS 4" . = #4 BARS DOWELLED IN CURBS 0 - 3EXPANSION OQWELS DETAIL TYPICAL COMBINED CURB & GUTTER SECTION ST1-01 STI -02 NOTE: NOTE: 1. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'s, AND P.C: s. TYPE "B" CONTRACTION 12' 1" MIN. TO #4 BARS @ 18" O.C.E.W. 6" MAX. (MID SLAB) -.i * - �•� •�.� 6" SECTIONA A A I I 12'' ELL T TYPE "G" EXPANSION JOINT ALLEY PAVING I JOINTS INOCURB & GUj TENR SHALL BE SPACED AT A MAXIMUM JOINTS IN CURB & GUTTER SHAD- BE SPACED AT A MAXIMUM GENERAL NOTES. DISTANCE OF 10' APART DISTANCE OF 10' APART 2. PIPE EXTENDED 1".2" FROM BOC TO BE COVERED WITH FABRIC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER AND TIED IN PLACE HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 112" CHAMFER BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL #4 BAR GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS {TYPICAL) IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS -- 24" SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. e • • e e • • n • 6" 15" APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED a DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY _ 3" 24" CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE 8" a • n • ° • • o c <Q o° • ° 6„ VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS • c • c , u COMPLETE AND THEN REMOVED BY CONTRACTOR. • �e 6" SILT EROSION FTER EVERY RAIN.MEASURES SHOULD BE GLEANED OF 114"R 1' 'DIA ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT 24" 12" 3" MIN 1)2% • 3R 6" MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT SLOPE STANDARDS iL _ 114"R - Z4" 12" - --- T REFER TOSPEC 311723.23 PAVEMENTMARKINGS) FOR � 3" ETI Qj (8" 6-W4" - f ADDITIONAL LOCAL REQUIREMENTS. 2" 3" 31. 2^ W W 3" i�L_34� 0 :*j 8314„ 28 DAY CONCRETE Z" �. 3� �STRENGTH=3500 si. 4" 3" 4,. S- "--f-"10 f -r10 A T 0 = #4 BARS • _ #4 BARS 0 = 314" X 18" SMOOTH Qj = 3/4" X 18"SMOOTH EXPANSION DOWELS EXPANSION DOWELS RIBBON CURB TYPICALCOMBINED TYPICAL WEEPHOLE CURB STI -03 \\\ZSEAL WITH JOINT MATERIAL D�°w.• 6 ' •'•p �•6. 6" MIN. METAL KEY WAY PLATE -!DEFORMED TIE BARS #4 X 18",18" O.C. TYPE "D" LONGITUDINAL TOINT LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4" O X 18", 18" O.C. COATED WITH HEAVY 314" GREASE) h 6" MIN. RECYCLED MATERIAL, 314" THICK AS MANUFACTURED 3" LONG METAL OR PLASTIC CAP, BY J.D. RUSSELL CO. OR INSIDE DIAMETER TO BE 1/16" GREATER APPROVED EQUAL THAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM THE END OF BAR. TYPE "G'I EXPANSION & CONSTRUCTION JOINT SAWED OR FORMED, SEAL WITH JOINT MATERIAL. SEALING NOT REQ'D IN CURBS 318" R rll3"T03M6" 314" ��*: T -r• 6" MIN. "D l\�#4 BARS, 18" O.C.E.W. TYPE "B" CONTRACTION JOINT STI -04 1 FSTTT 3/4" DOWEL BARS X-#4 TIE BARS 18" LONG TYPE "G" JOINT -20' MTYP U - (TYP) IF CURB #4 BARS@ 18" C: THE REBARS AT E INTERSECTION SI TIED 100 PER CEI' TYPE "B" JOINT TYPE "G" JOINT- SEE DETAIL TYPE "0"JOINT SEE DETAIL L CURB TYPICAL JOINT & REINFORCEMENT LAYOUT FOR CONCRETE PAVEMENT 5.112„ 3/4' 7/8„ •° 'e•'• 1-518" METAL KEY WAY PLATE NOTE: EXPANSION JOINTS AS SHOWN AND AT EACH RADIUS POINT. CURB EXPANSION 71 JOINTS SHALL BE AT 60' CENTERS, CURB VARIES CONTROL JOINTS SHALL BEAT 10' CENTERS. TYPE "B" JOINT (TYP) LONGITUDINAL JT. @ 90° TO CHORD OF RADIUS (TYP) V1 -66, TYPE"D" w cf TYPE "G" JOINT AT ALL > RADIUS POINTS AND MAX. DISTANCE OF 300' ON TANGENTS 1'-6" BACK OF CURB TYPE "B" JOINT TYPE "G" JOINT AT FUTURE EXTENSION OR AT PROPOSED WORK MP) TYPICAL JOINT LAYOUT AT CONCRETE INTERSECTION TYPE "G" EXPANSION EXISTING CURB & GUTTER KEEP 6" RISE TO w COLLECTOR JOINT. ELEV. + _, TO BE REMOVED � TYPE "G" EXPANSION w NOTES: u-� w TIC ELEV. = 3" PROPERTY LINE JOINT. ELEV. + MATCH ILOF TIC ELEV. 3 o CURB RETURN RADIUS + 2' HERE IS 1. IF 7 A � CURB RETURN RADIUS + 2' VALLEY w� „ t - KEEP 6 RISE TO EXISTING GUTTER 2` A, ( ¢ �'> " GUTTER, THEN z� CURB RETURN RADIUS 1'-6 CROWN AT VALLEY TRANSITION O f - GUTTER 1-a CURB RETURN RADIUS 1'-6" MATCH ILOF PROPERTY LINE mj EXISTING PVMT. t EXISTING GUTTER I 4 On TO FULL CROWN ° O ACCESSIBLE ROUTE 4 MIN ( ) 'G" IN 50'. Z� 11 O: , 2' ( _ __ __ - --� EXISTING (OPTIONAL) 2. TYPE EXPANSION IN CURB &GUTTER JOINTS act ACCESSIBLE ROU T(B MIN.) SHALL BE {OPTIONAL 4„ PVMT. ��1 :I OTE SPACED AT AIMAX. 3 OF 40' APARTIAND DISTANCE OT AT ALL NOTE MOTE + 3 RISE - - -- - EXISTING BASE MIN DRIVEWAY APRON SHALL BE 4" .- RADIUS POINTS B .. " TYPE 8 CONTFFACTION P.T.'S & P.C: S. 3 r 3 (28 -DAY CONCRETE STRENGTH - 3000 psi) WI #4 BARS @(� 18" ENOTE 1 JOINTS IN CURB 1-114" SHALL BE SPFACED & GUTTER 6„ AT A MAX. 3" RISE DRIVEWAY APRON SHALL BE 4" DEFORMED TIE BAR O.C.E.W. ASPHALT APRONS W)O EXISTING MIN (28 -DAY CONCRETE STRENGTH #4 X 18" O.C. FOR TIE CURB AND GUTTER SHALL BE TYPE "0" LONGITUDINAL 3. 2" °MAX SLOPE 0' APART. TYPE "D" 1-1/4" -� BASE 3000 psi) W/ #4 BARS18" TO CONCRETE TO ALLOWEDON OPEN DITCHED STREET SECTIONS ONLY. JOINT LONGITUDINAL JOINT O.C.E.W. ASPHALT APRONS W/O CONCRETE PAVEMENT DEFORMED TIE BAR CURB AND GUTTER SHALL BE ONLY #4 x 18" O.C. FOR TIE ALLOWEDON OPEN DITCHED 4. 5' MIN TRANSITION DOWN CURB SF,CTIONA A TO LAY BEGIN AT P.T. SF,CTIONA A TO CONCRETE TO STREET SECTIONS ONLY. SECTIONA A CONCRETE PAVEMENT SLOPING AWAY FROM INTERSECTION SLOPING TOWARD INTERSECTION ONLY Z x SFGTIUtVA A SEC SIDE STREET WIDTH WITH LA YDOWAT CIM a CONC. PVMT. !� A TYPE "G" EXPANSION JOINT O� .4112"LFT. PROPERTY LINE PSPNp. 6" THICK CONCRETE 28 DAY STRENGTH = *MAINTAIN 2%MAX CROSS SLOPE NOTE: RAMPS ONLY WHEN 3500 PSI) WITH #4 BARS A POINT OF THE LONGITUDINAL SLOPE IS - -------- AT 18" O.C.E.W. WITH CURVATURE GREATER THAN 1:20 RAMPS DOWEL INTO EXISTING SIDEWALK 6" LSSB TO 2' BEYOND SHALL COMPLY WITH TAS (VARIES)WITH #4 BARS @ 18" O.C. BACK OF CURB REQUIREMENTS BACK OF CURB RETURN CURB TO HAVE A ROLL FACE DIMINISHING T RADIUS POINT i' SMO 25' RAD. (MIN.) OR 6" CRUSHED SMOOTH DOWEL BAR, STABILIZED SUBGRADE SIDEWALK c:> * k5' (11r�112" 0 X 16", WITH CAP T TYPE "D" LONGITUDINAL LIMESTONE BASE8%a VGITH,HEAVYCGREASE) I JOINT SEE RAMP * (MIN.) BACK OF CURB DETAIL) F�1171:7115 TMOISTURE CONTENT BETWEEN 0 AND y" 56+ ACCESSIBLE ROUTE NEAT SAW CUT NEAT -,"I NEAT SAW CUT SAW CUT A -� k-1' /EXISTING -- - -- - --- - - -- ------ - - - - - - ONT OF t' i'. TANGENCY * MAINTAIN 2% MAX CROSS TYPE "G' EXPANSION JOINT CURB & GUTTER TO ... ... -. • • - SLOPE. 5' MIN. WIDTH. BE REMOVED. REPLACE STREET SURFACING AS NEEDED **EXISTING SIDEWALKS (A MIN.) OF 4' BEHIND BACK Ohs CURB} � 1 gfR��� C� A EXPANSION JOINT (TYP.) SEAL WITH APPROVED MAY REMAIN IN PLACE. RESIDENTIAL DRIVEWAY Com- EXPANSION JOINT MATERIAL OTHERWISE SIDEWALK MUST BE REMOVED. TYPICAL STREET CONCRETE APRON ST2-00 ST2-OI ui l j TYPE "D" EXPANSION JOINT. N = O ELEV. +T/C ELEV. = 3" EXISTING CURB & TYPE "G" EXPANSION JOINT DRIVEWA 114LOPER VARIES 1- GUTTER TO BE KEEP 6" RISE TO I MIN. REMOVED _ _ _ PROPERTY LINE DRIVEWAY WIDTH ARIES -1 MATCH SOF �'APPROX.12" EXlSTlNG GUTTER tEXISTING PVMT.i VA IESRETURN ORAINAGE CULVERT * MAINTAIN 2% MAX CROSS SLOPE I CURB TO HAVE 18" DIA. RCP PIPE) A 7RN - A ROLL FACE DIMINISHING (MIN. i AT RADIUS POINT PROPERTY SECTIONAA - - - --�— - -LINE CURB t TYPE"D" AMBULATORY RAMP EXISTING BASE DRI1/EWAY APRON SHALL 25' MIN R. REMOVE THRU RAMP LONGITUDINAL SLOPE1:12MAx JOINT NOTE:iiK_ BE - - #4 X 18" O.C. STRE GTH = 3000 si)EiE ---DE p W/#4BARS 18' O.C.E.W. a�R 1 DRAINAGE PIPE FOR - LENGTH EDGE PVMT. RESIDENTIAL DRIVES IS 36' MAX DRAINAGE- S FOR TYING NEW SIDEWALK B CONCRETE TO EXISTING &GUTTER SHALL BE ALLOWED �""` t I �'_ M NOF & CULVERT _ _ _ _ - - CONCRETE PAVEMENT' ON OPEN DITCHED STREET ONLY _ _ _ - T - - - - - - 2. ALL DRIVEWAY PIPES WITHIN r ROW MUST HAVE CONCRETE-t6TREE F -- SECTIONS ONLY. NEAT SAW CUT _ t NEAT 1 _ SAW CUT SLOPED END SECTIONS A ,z '/z:./_ ( EQUA OPE) OR APPROVED S'�i'(,r'�O�T A � I -31 TYPE "G" A NEAT -/EXISTING CURB & GUTTER TO TYPICAL D lel V DRIVEWAY ENTRANCE EXPANSION JOINT COMMERCIAL SAW CUT BE REMOVED. REPLACE STREET SURFACING AS NEEDED DRIVEWAY �T CULVERT ST2-02 MAI FLEX BASE EXISTING GRAVEL STREET 6" o �a •o .o. •oo.o.••o'o:o.o o p COMPACTED CEMENT � :'i 12" VARIES FLEX BASE SANG OR -tel i2" BORING OF STREETS FOR UTILITY PIPE IS THE CI'T'Y STANDARD. OPEN CUTTING OF STREETS SHALL BE BY APPROVAL OF THE CITY ENGINEER ONLY. SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE UNDISTURBED SOIL yARiES OPEN CUT GRAVEL STREET ST4-00 'k MIN. 6" HMAC (TYPE C OR D)� EXISTING SEAL COAT/ HMAC SAW CUT COMPACTED CEMENT 12" �- STABILIZED SAND NOTES: 1. RURAL SECTIONS WILL NOT REQUIRE 16' EASEMENTS PARALLEL TO ROW WITHIN CITY LIMITS. 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL FOLLOW COUNTY SPECS AND STANDARDS #4 BARS, 18" O.C.E.W. 28 -DAY CONCRETE STRENGTH = 3500 psi DOWEL #5 BARS 16" LG., 9 8" IN EXIST. PVMT.), 18" :C. COMPACTED CEMENT �1 \ I I T Sr- SAW CUT TABILIZED AND EXISTING CONCRETE 6" STREET *REFER TO HMAC SPECIFICATION COLLECTOR FOR LIFT AND COMPACTION 12" :,::," O D •:; REQUIREMENTS •:: .: ; SEE BEDDING DETAIL FOR 30 APPROPRIATE PIPE TYPE UNDISTURBED SOIL APPROVAL OF THE CITY VARIES 70 100 BORING OF STREETS FOR UNDISTURBED UTILITY PIPE IS THE CITY STANDARD. OPEN CUTTING OPEN OF STREETS SHALL BE Y OPEN CUT SEALCOAT/ OF E CITY EAPPOVAL NGRNEER ONLY. OVERLAY STREET NOTES: 1. RURAL SECTIONS WILL NOT REQUIRE 16' EASEMENTS PARALLEL TO ROW WITHIN CITY LIMITS. 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL FOLLOW COUNTY SPECS AND STANDARDS #4 BARS, 18" O.C.E.W. 28 -DAY CONCRETE STRENGTH = 3500 psi DOWEL #5 BARS 16" LG., 9 8" IN EXIST. PVMT.), 18" :C. COMPACTED CEMENT �1 \ I I T Sr- SAW CUT TABILIZED AND EXISTING CONCRETE 6" STREET RESIDENTIAL COLLECTOR BORING OF STREETS FOR SECTION SECTION PAVEMENT 24 30 WIDTH APPROVAL OF THE CITY R.O.W WIDTH 70 100 NOTES: 1. RURAL SECTIONS WILL NOT REQUIRE 16' EASEMENTS PARALLEL TO ROW WITHIN CITY LIMITS. 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL FOLLOW COUNTY SPECS AND STANDARDS #4 BARS, 18" O.C.E.W. 28 -DAY CONCRETE STRENGTH = 3500 psi DOWEL #5 BARS 16" LG., 9 8" IN EXIST. PVMT.), 18" :C. COMPACTED CEMENT �1 \ I I T Sr- SAW CUT TABILIZED AND EXISTING CONCRETE 6" STREET 100' ROW 16' UTILITY 12" 1 - BORING OF STREETS FOR UTILITY PIPE IS E CITY '•'•'•�=•'` 6" I H IT EASEMENT STANDARD. OPEN CUTTING O.O;, • OF STREETS SHALL BE BY APPROVAL OF THE CITY (SEE NOTE 1) ENGINEER ONLY. SEE BEDDING DETAIL FOR UNDISTURBED 301L_/ APPROPRIATE PIPE TYPE VARIES OPEN CUT CONCRETE STREET ST4-02 100' ROW 16' UTILITY 14' E-- 14' EASEMENT 12'- e- 112' w (SEE NOTE 1) w cc x� > E Uy x f 2" HOT MIX STD. RIBBON CURB -\ Z x ASPHALTIC a CONC. PVMT. O� .4112"LFT. V SLOPE( 0 �.M'N 4"HMAC BASE OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE LIMESTONE BASE8%a STANDARD ASTM D-698 AT TMOISTURE CONTENT BETWEEN 0 AND +40/a OF OPTIMUM 1) TYPICAL RURAL ROAD RIBBON CURB SECTION FS -T4-03 NOTES: NOTES: 1. ALL SUBGRADES SHALL BE STABILIZED. S. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" 2. FOR SUBGRADES WITH PI > 15 AND % PASSING THE #200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. FOR ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH = 3500 PSI) SIEVE Z 35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC 3. FOR SUBGRADES WITH PI < 15 AND %PASSING THE #200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION. GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. VARIABLE R -0-W (SEE NOTE 1) 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND WILL BE DETERMINED BY THE ENGINEER. VARIABLE BiC TO BIG (SEE NOTE 1) i e VARIABLE R -O -W (SEE NOTES) R R — VARIABLE B/C TO B/C (SEE NOTE 5) � MONOLITHIC CURB SEE W CONCRETE 2" HOT MIX ASPHALTIC I STD. CURB & GUTTER SEE 5' CONCRETE I SEE W CONCRETE 6" REINFORCED SEE W CONCRETE I SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL I SIDEWALK DETAIL CONCRETE (28 OAY TYPE "D" JOINT SIDEWALK DETAIL STRENGTH m 3500 PSI} 3% SLOPE--- ► 3% SLOPE ..a. MIN. 4" HMAC BASE o LIMIT OF MEASUREMENT 2' #4 BARS 18" O.C.E.W. 6" COMPACTED STABILIZED SUBGRADE (98% STANDARD LIMIT OF MEASUREMENT 2' OR 6"CRUSHED LIMESTONE 6' COMPACTED STABILIZED SUBGRADE (98% STANDARD FOR ROADWAY EXCAVATION (MID SLAS ( ASTM D-698 AT A MOISTURE CONTENT BETWEEN AND ROADWAY EXCAVATION VATION BASE (96% MOD. ASTM -D1557) p AND ++4'/�°80F OPTIMUMURE CONTENT BETWEEN & STABILIZATION 0 AND +40% OF OPTIMUM) (LOCAL STREETS) TYPICALSTREET SECTION TYPICAL STREET SECTION ASPRAI,TlCCONCRETFPAVF,AfF,IVT ST4-04 RF,NFORCED CONCRETE PATI MENT ,ST4-05 11 CITY OF BRYAN The Good Life, Texas Style. - DRAWN BY: C.L.M'', DATE: 08-01-121I SCALE: N T S ,,, APPROVED: W. P. K. FIGURE: l SHEET 1110E 1 CROSS SLOPE 2% MIN. CROSS SLOPE CROSS S 0/o 20/ MAX.,1 o MIN - 2 /" to 40/o E-- 8' TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS- BERMS MAYBE REQUIRED OUTSIDE OF THE SIDEWALK. PER TAS STANDARDS SIDEWALK SLOPE REQUIREMENTS 4"x4"x3116" STRUCTURAL STEEL TUBING 8' O.C. MAXIMUM -�-r-•-8' O.C. MAXIMUM 12" O.C. SWI -00 -a-, 6" O.C.u u ' 4"x2"x3116" STRUCTURAL STEEL TUBING 4"x4"x3/16" STRUCTURAL 1"x1"x3/16" STRUCTURAL STEEL TUBING STEEL TUBING SEE CONNECTION DETAIL TYPICAL PEDESTRIAN112" DIA. BOLT GUARDRAIL CONAECTIONDETAIL SWI -01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT STANDARDS REFER TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH SICS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS @ 40' O.C.,CONTRACTION JOINTS @,V O.C. 3. DOTH x 12N AND O AN12" CONCRETE OR #4 x STRUCTURE BARS R 18DO.C. ENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4" R (112"fd X 18",12" O.C. 314'/'GREASE) WITH HEAVY 3'-0" MIN. 5'-0" ^- VARIES - 4" I i E--20%MAX• RECYCLED MATERIAL, 1/2" ' THICK AS MANUFACTURE�/. SEE NOTE 4 BY J.D. RUSSELL CO. OR ONG METAL OR PLASTIC CAP, INSIDE APPROVED EQUAL DIAMETER TO BE 1116" GREATER"t HAN DIAMETER OF DOWEL BAR. CAP MUST #3 BARS @ 12" O.C.E.W. OR 28 -DAY CONCRETI BE LONG ENOUGH TO COVER 2"OF #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 DOWEL AND HAVE STOP SO END OF (4" THICK MIN.) CAP IS 1" FROM END OF BAR. CFF FINISH NnTF SIDEWALK EXPANSION & CONSTRUCTION JOINT SAWED OR FORMED, 1/8"T03/1 SEAL WITH EXPANSION 11 JOINT MATERIAL, MIN. 3/8 R 4., W SIDEWALK CONTRACTION JOINT SWEEP SAND MIN 8" INTO ALL JOINTS MAX 24" CONC. SIDEWALK 3-112" 4„ 7.5., : •o o - o. 1" MAX. SAND LAYING COURSE ACCEPTABLE TRAFFIC RATED PAVER MATERIAL SIDEWALK PAVER SECTION CONCRETE SIDEWALK e 3'0" MIN_6'-0" VARIES ---,I E- 2% MAX. i 111�SEE NOTE 4 #3 BARS @ 12" O.C.E.W. OR 28 -DAY CONCRETE #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER ACCEPTABLE TRAFFIC RATED 8'-0" �TVARIES- PAVER MATERIAL j 2%MAX. SEE NOTE 4 ' SEE NOTE 3 -A 28 -DAY CONCRETE #3 BARS @ 12" O.C.E.W. OR STRENGTH = 3000 PSI #4 BARS @18" O.C.E.W. 4" THICK MIN. EE FINISH NOTE ALONG MINOR COLLECTORS W; 1= LANOIN U o w tr al -0 h- iN 04:4E;o'O'v14°' DETECTABLE WARNING SURFACE 4" MAX. AND USUAL CROSSWALKS: i. •. . THE CITY OF BRYAN'S PREFERENCE FOR MARKING 2-3/81-� CROSSWALKS IS THE LONGITUDINAL (OR "LADDER" MARKINGS, AND STYLE). THE CITY OF COLLEGE STATION'S MARKINGS, AND PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; 6" MIN. FACE OF HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO 10" MAX. CURB SCHOOL OR SCHOOL ZONES, AND OTHER HIGH 4' BE AS SHOWN ELSEWHERE IN PEDESTRIAN CROSSINGS THE LONGITUDINAL OR "LADOER" STYLE) IS PREFERRED. DEVIATION FROM PLACEMENT OF DETECTABLE WARNING WILL BE D ONLY WITH THETYPICAL APPRO OF THE THE THE CITY ENGINEREFERCES AL ER. THE LONGITUDINAL STYLE MARKING SHALL BE 24" WIDE AND 8 FEET IN LENGTH SPACED 48 -INCHES SURFACE ON LANDING AT STREET EDGE *"'VARIES Ln * VARIES APART. THE TRANSVERSE MARKINGS SHALL CONSIST �} SW2-nn g OF TWOARATED BY r. FEET DE LINES PCROSSWALK O OF PAVIEMENT. ALL PAVEMENT MARKINGS SHALL ALWAYS MEET TxDOT'S SPECIFICATION s' y GREEN SPACE 1 Z FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. Z LANDING `' rr ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS too CAN BE FOUND IN THE TMUTCD. 15<w -CROSSWALKS Lumo WITH BRICK PAVERS, STAMPED ASPHALT, SVV1-02 L CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS, 2-3/81-� CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND LANDING STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY BE AS SHOWN ELSEWHERE IN 4' BE AS SHOWN ELSEWHERE IN 4" MAX 4' THE PLANS. W THE PLANS. a *"'VARIES Ln * VARIES 2% SLOPE IN ANY DIRECTION. NOMINAL VARIES NEENAH GRATE BOLTED g 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS O ANNULAR SPACE IN PLACE OR APPROVED ANNEQUAL s' y GREEN SPACE 1 SIDEWALK •. ° . '.. .'�fi", L�O/G/� %_SjDEF `' VEHICULAR TRAVEL PATH. /E`�p@ DETECTABLE w ° e 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND 9L ° WARNING , 6' °• SIDEWALK • ° �°• 6 y a SURFACE 6"f%: fx{ - No. 4 BARS r..:...F.a:.„ .fie• ."" -•�., ( �c2� MP ` Fl 12:1 D DETECTABLE r --j- --- I AMP ;, 1' � •�. \ 2 - r 8" VARIES (TYp) \ . APICAL) A OF PROPERTY LINE - SURFACE PROPERTY LINE � L, TRENCH GRATE MAY ONLY BE ALLOWED WITH PRIOR APPROVAL 'ERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION FROM THE CITY ENGINEER AND 90 h /G1p O/ \ ?any GS FOUND IN THE CURRENT EDITION OF THE TEXAS WHERE THERE IS NO OTHER STORM SYSTEM c/11-1 ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. \ � '. ° • •• AVAILABLE. 23' 00' CURB RADIUS) ° ,' ' °'• ° 9'%s,�. •, 'BE 21.5' (20' CURB RADIUS) • .': DESIGNED TO PROVIDE ACCESSj9LE PASSAGE OVER OR � , °' ¢ 16.5' (25' CURB RADIUS) �p \ THROUGH THEM. R ED ° Y 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND w w 23 (10' CURB RADIUS) a IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK -y-CROSS SLOPE NOT TO EXCEED ` 2% OR BE LESS THAN I% ON ANY a w 21.5' 20' CURB RADIUS) \ S rn 16.5' (25' CURB RADIUS ALIGNED WITH THEORETICAL CROSSWALKS, OR AS PORTION OF RAMP OR TRANSITION in , (? DIRECTED BY THE ENGINEER. t '• ° 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN TO STREET •°. ' I . -1� CROSS SLOPE NOT TO EXCEED :' - , e. •; 2°/a OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION ° CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES s. e' '' (PENETRATES) A CURB. TO STREET 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT 5' 3' 8' BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 15omeinc View 3/6' SIDEWALK AMBULATORY 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG TRENCH GRATE CURB LINE. FSW3-00 SW3-02 SW3-01 * CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY 20/6 OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 11% ON ANY PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION TO STREET TO STREET / TO STREET / / � GAP OSP GAP y 1 V 1• ry�Q� ( y ryyQ'P ( � y 1• tih�P ( � � •y y � y y y PROPERTY PROPERTY � � PROPERTY � � LINE DETECTABLE / LINE DETECTABLE / LINE / DETECTABLE WARNING -- SURFACE i WARNING _- -� SURFACE 4* / WARNING _ --- SURFACE 8' SIDEWALK 1. 1 y 1 1 1 y 1. 1.1, Z RAMP* i 6' SIDEWALK 1Al2= 9 in SLOP Z RAMP ;, S SIDEWALK * 1:12 SLOPE MAX. I f 3' EXPANSION JT. & 31 EXPANSION JT. & SMOOTH DOWEL BAR, SMOOTH DOWEL BAR EXPANSION JT. & BACK:71SMOOTH DOWEL BAR, 1/2" DIA. X 16", WITH GAP @ 12" O.C. BACK 1/2" DIA. X 16", WITH CAP Q 12" O.C. BAC OF CURB 112" DIA. X 16", WITH (COATED WIHEAVY OF CURB 6' MIN. OF CURB 6' MIN. CREASE) WIHEAVY GREASE) 6' MIN. CAP 12" O.C. (COATED WIHEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 61 SIDEWALK AMBULATORY RAMP S SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 f SW3-04 I SW3-05 al -a DETECTABLE WARNING SURFACE {DOMES TO RUN PARALLELTO 4" MAX PEDESTRIAN TRAVEL) r AND USUAL q z o:;aa:A;1s':i►<o<>: SIDE FLARE a a: (TYP.) '46:•4'0:;0..• <tr:Q.'b: `- 6" MIN - FACE OF 10" MAX CURB TYPICAL PLACEMENT OF DETECTABLE ARNING SURFACE ON SLOPING RAMP .R1 SW2-01 ' (TYPICAL) 4' AMP WIUYPICADTH (TYPICAL) CURB OF TYPICAL AMBULATORY RAMP W/ FLAREDWINGS STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE RETRO -REFLECTIVE, THERMOPLASTIC TRANSVERSE STRIPING. DETECTABLE WARNINGS GENERAL NOTES: 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNI SURFACE THAT CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXT ACCESSIBILITY STANDARDS (TAS). THE SURFACE Mi CONTRAST VISUALLY WITH ADJOINING SURFACES, INCLUDING SIDE FLARES. FURNISH DARK BROWN 0 DARK RED DETECTABLE WARNING SURFACE ADJAC UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEV IN THE PLANS. 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULAI 3. ALIGN TRUNCATED DOMES GN T UNCAT OM S IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. 4. SHADED AREAS ON SHEETS 3 ANO 4 INdICATE THE APPROXIMATE LOCATION FOR THE DETECABLE WAR SURFACE FOR EACH CURB RAMP TYPE. 5. DETECTABLE WARNING SURFACES SHALL BE A MINI 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRI AND EXTEND THE FULL WIDTH OF THE CURB RAMP 0 LANDING WHERE THE PEDESTRIAN ACCESS ROUTE THE STREET. 6. DETECTABLE WARNING SURFACES SHALL BE LOCAL F77 I PEDESTRIAN FACILITIES 2-3/81-� a z 5'x 5' � o O LANDING 8" ago POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY ; U 4" MAX WARNING P,9 TTI? W OF APPROACH SIDEWALKS AS DIRECTED. a 2. LANDINGS SHALL BE A V X T MINIMUM WITH A MAXIMUM Ln 0-1-0 2% SLOPE IN ANY DIRECTION. Z g 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS O SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN N � %_SjDEF VEHICULAR TRAVEL PATH. w oLoa 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. 1SLOP N WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS I •• THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS APICAL) ' (TYPICAL) 4' AMP WIUYPICADTH (TYPICAL) CURB OF TYPICAL AMBULATORY RAMP W/ FLAREDWINGS STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE RETRO -REFLECTIVE, THERMOPLASTIC TRANSVERSE STRIPING. DETECTABLE WARNINGS GENERAL NOTES: 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNI SURFACE THAT CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXT ACCESSIBILITY STANDARDS (TAS). THE SURFACE Mi CONTRAST VISUALLY WITH ADJOINING SURFACES, INCLUDING SIDE FLARES. FURNISH DARK BROWN 0 DARK RED DETECTABLE WARNING SURFACE ADJAC UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEV IN THE PLANS. 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULAI 3. ALIGN TRUNCATED DOMES GN T UNCAT OM S IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. 4. SHADED AREAS ON SHEETS 3 ANO 4 INdICATE THE APPROXIMATE LOCATION FOR THE DETECABLE WAR SURFACE FOR EACH CURB RAMP TYPE. 5. DETECTABLE WARNING SURFACES SHALL BE A MINI 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRI AND EXTEND THE FULL WIDTH OF THE CURB RAMP 0 LANDING WHERE THE PEDESTRIAN ACCESS ROUTE THE STREET. 6. DETECTABLE WARNING SURFACES SHALL BE LOCAL F77 I PEDESTRIAN FACILITIES 2-3/81-� 0000 � o =1„ 4"F 10000 �, LA w>Wcl 8" ago POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY DF,TFC,TABI,F, 4" MAX WARNING P,9 TTI? AND u: FACE OF CURB. DETECTABLE WARNIN CURVED ALONG THE CORNER RADIUS, ACCEPTABLE PAVER MATERIAL SHALL POLYMER COMPOSITE, PRECAST POLY AND CONCRETE. DETECTABLE WARNING PAVER WITH TRUNCATED DOME SURFACE EXPANSION JOII AS REQUIRED' SIIYDPEj FLARE SIDE FLARE - FACE OF CURB TRUNCATED DOMEPATTERN CURB RAMP DETECTABLE WARNING PAVER GENERAL NOTES (PAVERS} FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. NO.3 REBAR AROUND PAVER INSET DETECTABLE WARNING PAVER WITH TRUNCATED DOME SURFACE 1" MORTAR BED - SHALL CONFORM TO APPLICABLE SPECIFICATIONS CONTROL JOINT PERMISSIBLE MIN. 4" L CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS SECTIONA A SW2-03 LIJ CITY OF BRYAN The Cyood Life, Texas S1jle." DRAWN BY: C.L.W,, DATE; 08-01-12 SCALE: N T & APPROVED: W.P. K. FIGURE: SHEET Illi OF 1 PEDESTRIAN FACILITIES GENERAI, NOTES: I. ALL RLOPES ARE MAXIMUM ALLOWARLE- THE LEAST POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE OF APPROACH SIDEWALKS AS DIRECTED. 2. LANDINGS SHALL BE A V X T MINIMUM WITH A MAXIMUM Ln 'TO 2% SLOPE IN ANY DIRECTION. Z RE 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS O SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN N THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. w 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY G WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE A OF THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. L, OTHERWISE, PROVIDE FLARED SIDES. 'ERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION DESIGN, LIGHT RELECTIVE VALUE AND TEXTURE MAY 9E FOUND IN THE CURRENT EDITION OF THE TEXAS OF ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN 'BE SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSj9LE PASSAGE OVER OR THROUGH THEM. ED 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE. GENERAL NOTES (PAVERS} FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. NO.3 REBAR AROUND PAVER INSET DETECTABLE WARNING PAVER WITH TRUNCATED DOME SURFACE 1" MORTAR BED - SHALL CONFORM TO APPLICABLE SPECIFICATIONS CONTROL JOINT PERMISSIBLE MIN. 4" L CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS SECTIONA A SW2-03 LIJ CITY OF BRYAN The Cyood Life, Texas S1jle." DRAWN BY: C.L.W,, DATE; 08-01-12 SCALE: N T & APPROVED: W.P. K. FIGURE: SHEET Illi OF 1 WNALVE BOX WATER LINE S REQUIRED + TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT SNAKEPIT TEST STATION OR/ -VALVE BOX PER SPECS WITH BOX STEAMER NOZZLE CHAINS APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS. TO BE REMOVED BY TEE OR TAPPING 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE EXTENSION WITH q p CITY'S ACCEPTANCE OF AS REQUIRED AS i CENTERING COLLAR. WORK. REQUIRED �7 71 ° TERMINATE V TO 5' FINISHED GRADE A 6" FROM TOP OF BOX. NOTE: GENERAL NOTES: 1 ° 4.6,8 k. - 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS E L 6. ALL FITTING SHALL BEM CHANIC JOINTS UNLESS 1.5 WITH #4 BAR AROUND ALL VALVE BOX. FIELD WHERE AND AS DIRECTED BY THE ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY HAND, AND OTHERWISE DIRECTED. 450 PLATE wl 90° CUT-OUT 24" X 24" X 6" 28 -DAY CONCRETE IS DEEPER THAN 5 FEET FROM FINISHED GRADE. COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 0.2 5. ALL CONNECTIONS TO BE COMPRESSION TYPE, STRENGTH = 2000 psi WITH #4 BAR AROUND 2. ALL VALVE OPERATING NUT BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. 1.5 1.5 D .0. ALL VALVE BOX. EXTENSIONS ARE TO BE MADE AS NOTED 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH 2000psi. g IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN USE POLYETHYLENE WRAP OR 7. METERS AND VALVE BOXES SHALL BE PLACED HORIZONTAL THRUST BLOCK SCHEDULE OF STEEL, SIZED AND PAINTED WITH TWO (2j BY THE CITY UPON PAYMENT OF FEE. ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT TRACING WIRE 14 a SOLID Fc� AS COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. TRAFFIC RATED COPPERHEAD S. EXTENSIONS SHALL BE A MINIMUM 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL SNAKEPIT TEST STATION OR APPROVED EQUAL OF ONE (1) FOOT LONG. 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. 2" DIA INSIDE 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL GATE VALVE LZEtiTA - A WATER LINES SHALL BE DED WRENCH BOTTOM. FULL EBEL'L HOLES SHATHE LL BE OUT FOR EXTENSION WITH CENTERING COLLAR. ID. USA, LL562 LOCKABLE LID. EACH BELL AND FIRE HYDRANT ( WNALVE BOX WATER LINE S REQUIRED + TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT SNAKEPIT TEST STATION OR/ -VALVE BOX PER SPECS WITH BOX STEAMER NOZZLE CHAINS APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS. TO BE REMOVED BY TEE OR TAPPING 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE EXTENSION WITH q p CITY'S ACCEPTANCE OF AS REQUIRED AS i CENTERING COLLAR. WORK. REQUIRED �7 71 ° TERMINATE V TO 5' FINISHED GRADE A 6" FROM TOP OF BOX. `-5" DIA x 1/8" MIN 0 fft 1 ° 4.6,8 24" X 24"X 6" 0.3 METAL Ur- TECTOK i Nre 28 -DAY CONCRETEp ID I_ _) 1.5 WITH #4 BAR AROUND ALL VALVE BOX. FIELD WHERE AND AS DIRECTED BY THE 0.4 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN WNALVE BOX WATER LINE S REQUIRED + TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT SNAKEPIT TEST STATION OR/ -VALVE BOX PER SPECS WITH BOX STEAMER NOZZLE CHAINS APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS. TO BE REMOVED BY TEE OR TAPPING 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE EXTENSION WITH q p CITY'S ACCEPTANCE OF AS REQUIRED AS i CENTERING COLLAR. WORK. REQUIRED �7 71 ° TERMINATE V TO 5' FINISHED GRADE A 6" FROM TOP OF BOX. VALVE OPERATING NUT EXTENSION STATION OR APPROVED EQUAL GROUND LEVEL MAX,X 9P -METAL ...\.... 24"x24"x6" CONCRETE PAD (STD.) `-5" DIA x 1/8" MIN 0 fft LUE 4.6,8 5,1 1.512.51 0.3 METAL Ur- TECTOK i Nre 1 1.5 3.5 THICKNESS STEEL 1.5 PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE 0.4 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN ENGINEER. THE VOLUME OF CONCRETE 450 PLATE wl 90° CUT-OUT BLOCKING SHALL NOT BE LESS THAN SHOWN 1.5 0.9 HERE. 0.2 5. ALL CONNECTIONS TO BE COMPRESSION TYPE, 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 22.50 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi. 1.5 1.5 INSTALLED WITH THE MAIN LINE CONSTRUCTION. BURY LINE NOTE: ANCHOR 900 BEND MIN. USE POLYETHYLENE WRAP OR 7. METERS AND VALVE BOXES SHALL BE PLACED HORIZONTAL THRUST BLOCK SCHEDULE 1" DIA STEEL ROD BY THE CITY UPON PAYMENT OF FEE. 10,12" 1.5 1.5 1.5 1.2 0.6 TRACING WIRE 14 a SOLID Fc� AS EQ' 8. LOT CORNERS SHALL BE MARKED WITH A LATH T ARIE COPPER AT A TEST STATION. SQUARE SOCKET FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON 2" SQUARE AWWA NUT 2" DIA INSIDE COMPLETION OF CONSTRUCTION. GATE VALVE TWO 3/8" SET SCREWS ON z EXTENSION WITH CENTERING COLLAR. ( (118" MIN WALL THICKNESS) EITHER SIDE TO LOCK THE OPERATING NUT. SCREWS QATE TYPICAL UTILITY PIPE WIVALVE BOX STANDARD FIRE HYDRANT y TYPICAL UTILITY PIPE TERMINATE 4' TO 5' ARE TO BE FLUSH WITH VALE WITH SS E OL rs a OUTSIDE EDGE OF BOTTOM FROM TOP OF BOX. END (SEE NOT 8) 6" D.I. OR C909 PIPE+ STD GATE XALVE 6" MJ ANCHOR o AWWA C900 W/5TAINLE S COUPLING __ PRESSURE PIPE STEEL BOLTS ( CON RETE BLOCKING PEA GRAVEL -FILL INSULATED :R TRACER PVC OR D.I. PIPE / TOE H ABOVE WEEP HOLE FIRE HYDRANT LOCATION THRUST BLOCK REALIGN AS NEEDED TEE OR TAPPING SLEEVE & VALVE BLOCK USING 12"x12"x4" BLOCK AS DIRECTED. AS REQUIRED MECHANICAL JOINT WITH SET SCREW PRECAST CONCRETE BLOCK MIN. DIMENSION APPROX. RETAINER GLANDS EQUAL TO ONE BAG OF SACKRETE OR MEGA LUGS 6" X 12" GRADELOK AS GLANDS STANDARD FIRE BLOCK DIRECTED oPTIONAI, ROTATE TO FINAL GRADE) GATE VALVE & BOX HYDRANT ASSEMBLY W 1-00 W1-02 2" SQUARE x 2" HIGH OPERATING NUT TRAFFIC RATED -I: REFER TO TECHNICAL SECTION COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPIT TEST INSTALLATION VALVE OPERATING NUT EXTENSION STATION OR APPROVED EQUAL GROUND LEVEL MAX,X 9P -METAL ...\.... 24"x24"x6" CONCRETE PAD (STD.) SOCKE DIRECTLY ABOVE THE PIPE. GATE VALVE EXTENSION WI -01 UTILITY PIPE LOCATION MATERIALS NOTES: 1. FURNISH AS SHOWN ON PLANS PIPELINE MEGALUG OR AND ON ALL VALVE SIGN POSTS. WARNING SIGN MAIN LINE SETSCREW A BLACK RETAINER 10' TEXT 2. SIGNS TO BE CONSTRUCTED WARNING FROM 20 GA. STEEL BAKED ON ENAMEL FINISH. FURNISH ONE UNDISTURBED WARNING AND ONE VALVE SIGN GIRT 10" U DERGROUND PIPELINE AND ONE POST FOR EACH VALVE CONTACT THE CITY INSTALLED AND AT OTHER , 24" MIN. BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. FURNISH SAME NUMBER OF END OF LINE YELLOW REPLACEMENT SIGNS AS FOR EACH WATERLINE CAP/PLUG BACKGROUND 4" NUMBER D VALVE (OMITTING VE ° r M. CROSS V AL V (NOT A SEPARATE PAY ITEM) BEDDING SAND 7„ NO. 2" BLACK PRESSURE CONCRETE SLAB N TO BE ADDED AFTER BASIC SIGN HAS BEEN NOTE: A WHITE 0„-� PAINTED. DIMENSION FOR CONCRETE 24"•° VARIES WITH WATERLINE SIZE MIN, PLAN VIEW BACKGROUND '• MJ PLUG ®_ PIPELINE WARNING SIGN rte. VALVE IDENTIFICATION SIGN UNDISTURBED DIRT COMPACTED 4'-0" 8' BLUE HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION SELECT FILL CHANNEL POST 4'.0„ CAST IRON VALVE BOX COVER MEGALUG 2'X 4' X 6" PIPE CONCRETE SLAB 2' X 4'X 6" CONCRETE SLAB 6" MIN. NOT GREATER THAN 45° `-BACK FILL � 29 FLOW CONTROL TRENCH 6" DIP WIRETAINING AMERICANG ADAPTER OR AN APPROVED EQUAL GLAND AT BEND AND , PLUG. •:;:• '�•�"�•�' "� 12" MIN. O . G SF,CTIUN A -A CONCRETE % THRUST BLOCK -2 RESTRAINED JOINT 6" M. J. ELL PLACED ON NOTE: W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED OF END OF LINE BLOCKING STADARDDENSITYSSEMBLY BE 95% STANDARDDENSITYPER ASTM D698 IN-LINE BLOW OFF ASSEMBLY W3-00 IW3-01 NOTE: BRONZE INSECT SCREEN r GALV. ELL 1. EMBED COPPER LINE IN TAMPED SAND FROM W/S UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH .S. HOSE CLAMP �al I GALV. NIPPLE 1 REMOVE AND DISCARD SIDES OF COPPER PIPE. AIR RELEASENACUUM II ��AFTER USE MJ PLUG BREAKER VALVE VALVE BOX AND SHAFT EXTENSION 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" VALMATIC MODEL 10101 2" METER BOX WITH I I EXIST. GRADE 4•_p • CAST IRON VALVE BOX COVER SHALL INCLUDE ALL MATERIALS, AS SHOWN IN OR MODEL 102 ((2") OR CAST IRON LID 1 1 DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APPROVED EQUAL 1 i SCH. 40 GALV. PIPE 2'X 4' X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE 1" OR 2". AFTER BLOW -OFF 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY TRENCH ADAPTER THE ENGINEER INSTALL MALE QUICK AMERICAN FLOW CONTROL EXIST. GRADE j CONNECTION &GAP OR ANA PROVED T EQUAL HOT -BOX POLY ROX 4" APPROVED MODEL PHRI Q ") WITH -- - _ -- cnr BRASS BALL VALVE PIPE MATERIAL HEAT OR MODEL PHR2 (2'MJ TAPPED CAP WITH HEAT OR APPROVED EQUAL IRON PIPE THREAD COMPRESSION FITTING BRASS THREAD PIPE AND BALL VALVE WATER MAIN 4" X V X 3' CONCRETE PAD (FOR i" PIPE) COPPER EXPOSED TO 4" X 5' X 3' CONCRETE PAD (FOR 2" PIPE) CONCRETE SHALL BE BRASS ELL MJ TAPPED CAP SLEEVED WITH APPROVED COPPER PIPE SLEEVING CONCRETE BLOCKING TO 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO BE IN TYPE "K" COPPER TUBING DETAIL ACCORDANCE ANCE WITH MAIN UNDISTURBED SOIL BE IN ACCORDANCE WITH DETAIL W3-00 TAPPING SADDLE W/ BRASS NIPPLE 4" END OF LINE CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 W3-04 THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi FOR 24" AND SMALLER INNER DIAMETER PIPE. TEE SCHEDULE `-5" DIA x 1/8" MIN 0 fft LUE 4.6,8 5,1 1.512.51 0.3 METAL Ur- TECTOK i Nre 1 1.5 3.5 THICKNESS STEEL 1.5 PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE 0.4 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN ENGINEER. THE VOLUME OF CONCRETE 450 PLATE wl 90° CUT-OUT BLOCKING SHALL NOT BE LESS THAN SHOWN 1.5 0.9 HERE. 0.2 5. ALL CONNECTIONS TO BE COMPRESSION TYPE, 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 22.50 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi. 1.5 1.5 INSTALLED WITH THE MAIN LINE CONSTRUCTION. 0.8 1.1 NOTE: 11.25 MIN. USE POLYETHYLENE WRAP OR 7. METERS AND VALVE BOXES SHALL BE PLACED HORIZONTAL THRUST BLOCK SCHEDULE 1" DIA STEEL ROD BY THE CITY UPON PAYMENT OF FEE. 10,12" 1.5 1.5 1.5 1.2 0.6 TRACING WIRE 14 a SOLID TRACER WIRE SHALL END - & PLUG TO PREVENT CONCRETE 8. LOT CORNERS SHALL BE MARKED WITH A LATH T COPPER AT A TEST STATION. SQUARE SOCKET FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON 2" DIA INSIDE COMPLETION OF CONSTRUCTION. 2114" DEPTH TWO 3/8" SET SCREWS ON (118" MIN WALL THICKNESS) EITHER SIDE TO LOCK THE OPERATING NUT. SCREWS TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM * TRACER WIRE MUST BE INSTALLED -/DEAD END SOCKE DIRECTLY ABOVE THE PIPE. GATE VALVE EXTENSION WI -01 UTILITY PIPE LOCATION MATERIALS NOTES: 1. FURNISH AS SHOWN ON PLANS PIPELINE MEGALUG OR AND ON ALL VALVE SIGN POSTS. WARNING SIGN MAIN LINE SETSCREW A BLACK RETAINER 10' TEXT 2. SIGNS TO BE CONSTRUCTED WARNING FROM 20 GA. STEEL BAKED ON ENAMEL FINISH. FURNISH ONE UNDISTURBED WARNING AND ONE VALVE SIGN GIRT 10" U DERGROUND PIPELINE AND ONE POST FOR EACH VALVE CONTACT THE CITY INSTALLED AND AT OTHER , 24" MIN. BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. FURNISH SAME NUMBER OF END OF LINE YELLOW REPLACEMENT SIGNS AS FOR EACH WATERLINE CAP/PLUG BACKGROUND 4" NUMBER D VALVE (OMITTING VE ° r M. CROSS V AL V (NOT A SEPARATE PAY ITEM) BEDDING SAND 7„ NO. 2" BLACK PRESSURE CONCRETE SLAB N TO BE ADDED AFTER BASIC SIGN HAS BEEN NOTE: A WHITE 0„-� PAINTED. DIMENSION FOR CONCRETE 24"•° VARIES WITH WATERLINE SIZE MIN, PLAN VIEW BACKGROUND '• MJ PLUG ®_ PIPELINE WARNING SIGN rte. VALVE IDENTIFICATION SIGN UNDISTURBED DIRT COMPACTED 4'-0" 8' BLUE HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION SELECT FILL CHANNEL POST 4'.0„ CAST IRON VALVE BOX COVER MEGALUG 2'X 4' X 6" PIPE CONCRETE SLAB 2' X 4'X 6" CONCRETE SLAB 6" MIN. NOT GREATER THAN 45° `-BACK FILL � 29 FLOW CONTROL TRENCH 6" DIP WIRETAINING AMERICANG ADAPTER OR AN APPROVED EQUAL GLAND AT BEND AND , PLUG. •:;:• '�•�"�•�' "� 12" MIN. O . G SF,CTIUN A -A CONCRETE % THRUST BLOCK -2 RESTRAINED JOINT 6" M. J. ELL PLACED ON NOTE: W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED OF END OF LINE BLOCKING STADARDDENSITYSSEMBLY BE 95% STANDARDDENSITYPER ASTM D698 IN-LINE BLOW OFF ASSEMBLY W3-00 IW3-01 NOTE: BRONZE INSECT SCREEN r GALV. ELL 1. EMBED COPPER LINE IN TAMPED SAND FROM W/S UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH .S. HOSE CLAMP �al I GALV. NIPPLE 1 REMOVE AND DISCARD SIDES OF COPPER PIPE. AIR RELEASENACUUM II ��AFTER USE MJ PLUG BREAKER VALVE VALVE BOX AND SHAFT EXTENSION 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" VALMATIC MODEL 10101 2" METER BOX WITH I I EXIST. GRADE 4•_p • CAST IRON VALVE BOX COVER SHALL INCLUDE ALL MATERIALS, AS SHOWN IN OR MODEL 102 ((2") OR CAST IRON LID 1 1 DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APPROVED EQUAL 1 i SCH. 40 GALV. PIPE 2'X 4' X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE 1" OR 2". AFTER BLOW -OFF 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY TRENCH ADAPTER THE ENGINEER INSTALL MALE QUICK AMERICAN FLOW CONTROL EXIST. GRADE j CONNECTION &GAP OR ANA PROVED T EQUAL HOT -BOX POLY ROX 4" APPROVED MODEL PHRI Q ") WITH -- - _ -- cnr BRASS BALL VALVE PIPE MATERIAL HEAT OR MODEL PHR2 (2'MJ TAPPED CAP WITH HEAT OR APPROVED EQUAL IRON PIPE THREAD COMPRESSION FITTING BRASS THREAD PIPE AND BALL VALVE WATER MAIN 4" X V X 3' CONCRETE PAD (FOR i" PIPE) COPPER EXPOSED TO 4" X 5' X 3' CONCRETE PAD (FOR 2" PIPE) CONCRETE SHALL BE BRASS ELL MJ TAPPED CAP SLEEVED WITH APPROVED COPPER PIPE SLEEVING CONCRETE BLOCKING TO 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO BE IN TYPE "K" COPPER TUBING DETAIL ACCORDANCE ANCE WITH MAIN UNDISTURBED SOIL BE IN ACCORDANCE WITH DETAIL W3-00 TAPPING SADDLE W/ BRASS NIPPLE 4" END OF LINE CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 W3-04 THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi FOR 24" AND SMALLER INNER DIAMETER PIPE. TEE SCHEDULE IDtonS 0 fft LUE 4.6,8 5,1 1.512.51 0.3 1012 1 1.5 3.5 0.6 NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED SIZE A 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINE IMMEDIATELY AFTER THE EARTH OR ROCK. E STREET CROSSINGS HAVE BEEN INSTALLED. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 90° 3. MARK EACH SERVICE END WITH METAL "T" POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY 1.5 PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE 0.4 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN ENGINEER. THE VOLUME OF CONCRETE 450 APPROVED EQUAL. BLOCKING SHALL NOT BE LESS THAN SHOWN 1.5 0.9 HERE. 0.2 5. ALL CONNECTIONS TO BE COMPRESSION TYPE, 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 22.50 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi. 1.5 1.5 INSTALLED WITH THE MAIN LINE CONSTRUCTION. 0.8 1.1 NOTE: 11.25 6,8" 1.0 USE POLYETHYLENE WRAP OR 7. METERS AND VALVE BOXES SHALL BE PLACED HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE BY THE CITY UPON PAYMENT OF FEE. 10,12" 1.5 1.5 1.5 1.2 0.6 1 0.1 5'-0" WIDTH IGF PAVEMENT & PLUG TO PREVENT CONCRETE 8. LOT CORNERS SHALL BE MARKED WITH A LATH T FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. BEND SIZE A B C E G VOLUME 90° 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 450 6,8" 2.0 2.0 1.5 0.9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 22.50 6,8" 1.5 10,12" 2.0 11.5 2.5 1.5 1.5 0.9 1.2 0.8 1.1 0.1 0.3 11.25 6,8" 1.0 1.5 1.5 0.9 0.4 0.1 10,12" 1.5 1.5 1.5 1.2 0.6 1 0.1 w STRAIGHT BALL VALVE W/ PLUG p Z (2 FOR DOUBLE SERVICE) j 1-1/2" BALL VALtE O (FOR DOUBLE S ONLY) ----4'MIN.-----�-- tn Aq o**SEE TECHNICAL SECTION FORM TERIAL REQUIREMENTSI3 DRVICE "-' w o: CONC. CURB & GUTTER 3 12" MIN. 24" MAX. STRAIGHTBALL VALVE 2- MI . WITH PLUG ((2 FOR DOUBLE SUVICE) I SERVICE SADDLES .E AND PVC OR 4' MIN. A THRUST BLOCK DETAILS i2F RDOUBLESERVICE)NG 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERVICE) POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS CORP STOP ���.........JJJ I ', TYPE K COPPER TUBING (SINGLE SERVICE)) 1-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) WATER LINE SEE NOTE 1) C TRENCH 1'-0" WATER PIPE NEW TATER SERVICE :.• �'.;!: (SNORTAND LONG SIDE) X X '• , y r THRUST STRUCTURAL BACKFILL AREA INCLUDES m Lull ALL PAVED AREAS (SIDEWALKS STREETS, ALLEYS, DRIVEWAYS,ANO PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (SEE DETAIL W4-02 - AREASTO BE PAVED) OR EXCAVATED 4' 2' 2' 2' i.. JOINT SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS NEAREST BELL MAX MAX 6'8'• TYP. MAX MAX 6'8" TYI T T PER ASTM 0698 WITHIN OPTIMUM TO +4% WET OF JOINT (TyP. OPTIMUM (SEE DETAIL W402 - NON-STRUCTURAL EA. ENb) 1' MAX INNER AREAS) LR. K D�P- C UTE POUR CONCRETE U�fc DIA. EARTH AGAINST UNDISTURBED Opp.. `��, C SECTIO.NX-X PLAN VIEW elc .t� "5MNY. ­C LR. C w �JQ-Q�4Q� `� I CARRIER PIPE CASING SPACER 1 -PC. PULL -ON WATER -'I - o I TIGHT NEOPRENE END <:.. LLrd �� JG I SEAL WI STN. STL. O ,�Q PAVEMENT AREAS CLAMPS "APS" OR G1ri T RUST- f�* Q wU �4� �Q "PSI„ O --7,51 wBIC BAND CLAMP :°. ° °SIDEWALF(. NOTE: CASING SPACERS AT SPRINGLINE POUR AGAINST 5' 4 -RUNNER MIN. (THRU 24' DIA UNDISTURBED CASING) OR 6 -RUNNER MIN. PROVIDE 4 EARTH 24" 42" DIA CASING STAINLE S RUNNERS AT 0/STL. TYPE304; 8" WID BAND I( g0'n'OM 45 W/ ER RUNNERS; CENTEI IED MIN TEE THRUST BLOCK RESTRAINED FROM FLOTATIONI I STRUCTURAL BACKFILL AREA OR CASCAbEPS,INC.,MODS $" TYPICAL HORIZONTAL i ASING DETAT THRUST BLOCK W2 -00 W2-021 J W2-01 O STEEL CASING --ADJUSTABLE TOP RUNNERS TO MAINTAIN E" MAX CLR. 30* MAX con STEEL CASING _8" WIDE BAND STAINLESS STEEL (TYPE 304) NEOPRENE INSULATION SLEEVE BETWEEN PIPE AND BAND iLYMER RUNNER (TYP) W2-03 O GATE VALVE WIVALVE BOX TEE OR TAPPING SLEEVE & VALVE AS REQUIRED WATER LINE GATE VALVE 1 3'-0" MIN. SIDEWALK MAY GATE VALVE V-0" BELOW DITCH FLOW LINE. BE OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER CARRIER PIPE AS REQUIRED CARRIER PIPE STEEL CASING TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING 4-00 W4 -U1 ® SELECT MATERIAL ORIGINAL GROUND OR MATERIAL EXCAVATED FROM THE DITCH (WHICH IS FREE OF BOTTOM OF SUB -GRADE NOTES: ROCKS, LUMPS CLODS OR DEBRIS LARGER THAN TWO (2) 1. FOR BEDDING AND TRENCHING W/TH/NALL EX/ST/NG INCHES IN THE URGEiT DIMENSION), COMPACTED TO A PAVEDAREAS, SEEDETA/LSFOROPENCUTSTREE -s. MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY (Detai/s ST4-OQ ST4-07, ST4-021. THISNOTEDOES ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN NOTAPPLYTOSTREETSBE/NG RECONSTRUCTED. OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL 2' AREAS( ie...YARDS, PASTURES, EASEMENTS AND TO A ® SELECT MATERIAL 2. EVERY 900 FEETPROV/DEA WATER STOP BLOCK o MINIMUM OF 98/o OF MAXIMUM DENSITY AS DETERMINED COMPOSED OFCEMENTSANDORNAT/VEMATER/AL PEND/NG ON EMBEDMENT. BLOCK SHALL BE 6 FEET BY ASTM 0698 STANDARD AT A MOISTURE CONTENT WITHIN DE CSTABILIZED D CEMENT SA +((o )) M UNDER NEW STREET AREAS QA SELECT MATERIAL .` •, �,'•' •�,`,.�'. '. O_ /NLENGTH. NOBEDD/NG SAND /N TH/SAREA. OPTIMUM TO 4/ OF OPTIMUM i AND STREETS TO BE RECONSTRUCTED. 8"-12" MAX. (( 8"-12" MAX 3. ALL BANUEDDING &INSTALLATION Of PVC PIPE SHALL © GRANULAR MATERIAL ©A'T OPTIMUM CONSOLIDATE TE ®(MANUALLY CONSOLIDATE BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS AT OPTIMUM MOISTURE) FOR PVC PIPE. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD 4" 4„ SHALL BE IN ACCORDANCE WITH ANSIlAWWA C1501A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL MAXIMUM LIQUID LIMIT 45 PIPE UNDISTURBED SOIL PIP UNDISTURBED SOIL TAMPING. MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING N0.200 SIEVE 35 O.D. 7fl.", 6. RELATIVE COMPACTION SHALL BE TESTED IN THE MINIMUM PERCENT PASSING 314" SIEVE 100 PLACE METAL DETECTORPRESENCE OF THE CITY Y ENGINEER. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL 6" MIN.112" MAX. TAPE AT A MINIMUM OF 24" INJ12" MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HASID. ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR AREAS TO BE PA TED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED NUN -STRUCTURAL, BYTHE CONTRACTOR. © CEMENT STABILIZED SAND OR S7 E{'TS TO BE 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY ARFAS PAVING OR PLATING PLACED AT THE END OF EACH .REC0N,47WVC7ED WORKING DAY. CITY OF BRYAN BEDDING AND TRENCH FOR DI PIPE & PVC PIPE 71eGoodLde, TexasSlJrle- W4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DRAWN B Y : C.L.M. DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE DATE: 08- 01-12 VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. SCALE: N T S ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. APPROVED- W'''; P. K, ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. FIGURE: T i SHEE 1 'OF 2 l NOTE: NOTE: GATE VALVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY WNALVE BOX 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTR I CTION STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO TEE OR TAPPING MAIN. WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL SLEEVE & VALVE MAIN. AS REQUIRED ENCASEMENT 2'-0" MIN. ENCASEMENT 2'-0" MIN. WATER LINE SHOULDER VARIE OPEN CUT OPEN CUT LIMIT LIMIT 5'-0" WIDTH IGF PAVEMENT WIDTH OF PAVEMENT MIN. MIN. W2-01 O STEEL CASING --ADJUSTABLE TOP RUNNERS TO MAINTAIN E" MAX CLR. 30* MAX con STEEL CASING _8" WIDE BAND STAINLESS STEEL (TYPE 304) NEOPRENE INSULATION SLEEVE BETWEEN PIPE AND BAND iLYMER RUNNER (TYP) W2-03 O GATE VALVE WIVALVE BOX TEE OR TAPPING SLEEVE & VALVE AS REQUIRED WATER LINE GATE VALVE 1 3'-0" MIN. SIDEWALK MAY GATE VALVE V-0" BELOW DITCH FLOW LINE. BE OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER CARRIER PIPE AS REQUIRED CARRIER PIPE STEEL CASING TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING 4-00 W4 -U1 ® SELECT MATERIAL ORIGINAL GROUND OR MATERIAL EXCAVATED FROM THE DITCH (WHICH IS FREE OF BOTTOM OF SUB -GRADE NOTES: ROCKS, LUMPS CLODS OR DEBRIS LARGER THAN TWO (2) 1. FOR BEDDING AND TRENCHING W/TH/NALL EX/ST/NG INCHES IN THE URGEiT DIMENSION), COMPACTED TO A PAVEDAREAS, SEEDETA/LSFOROPENCUTSTREE -s. MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY (Detai/s ST4-OQ ST4-07, ST4-021. THISNOTEDOES ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN NOTAPPLYTOSTREETSBE/NG RECONSTRUCTED. OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL 2' AREAS( ie...YARDS, PASTURES, EASEMENTS AND TO A ® SELECT MATERIAL 2. EVERY 900 FEETPROV/DEA WATER STOP BLOCK o MINIMUM OF 98/o OF MAXIMUM DENSITY AS DETERMINED COMPOSED OFCEMENTSANDORNAT/VEMATER/AL PEND/NG ON EMBEDMENT. BLOCK SHALL BE 6 FEET BY ASTM 0698 STANDARD AT A MOISTURE CONTENT WITHIN DE CSTABILIZED D CEMENT SA +((o )) M UNDER NEW STREET AREAS QA SELECT MATERIAL .` •, �,'•' •�,`,.�'. '. O_ /NLENGTH. NOBEDD/NG SAND /N TH/SAREA. OPTIMUM TO 4/ OF OPTIMUM i AND STREETS TO BE RECONSTRUCTED. 8"-12" MAX. (( 8"-12" MAX 3. ALL BANUEDDING &INSTALLATION Of PVC PIPE SHALL © GRANULAR MATERIAL ©A'T OPTIMUM CONSOLIDATE TE ®(MANUALLY CONSOLIDATE BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS AT OPTIMUM MOISTURE) FOR PVC PIPE. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD 4" 4„ SHALL BE IN ACCORDANCE WITH ANSIlAWWA C1501A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL MAXIMUM LIQUID LIMIT 45 PIPE UNDISTURBED SOIL PIP UNDISTURBED SOIL TAMPING. MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING N0.200 SIEVE 35 O.D. 7fl.", 6. RELATIVE COMPACTION SHALL BE TESTED IN THE MINIMUM PERCENT PASSING 314" SIEVE 100 PLACE METAL DETECTORPRESENCE OF THE CITY Y ENGINEER. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL 6" MIN.112" MAX. TAPE AT A MINIMUM OF 24" INJ12" MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HASID. ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR AREAS TO BE PA TED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED NUN -STRUCTURAL, BYTHE CONTRACTOR. © CEMENT STABILIZED SAND OR S7 E{'TS TO BE 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY ARFAS PAVING OR PLATING PLACED AT THE END OF EACH .REC0N,47WVC7ED WORKING DAY. CITY OF BRYAN BEDDING AND TRENCH FOR DI PIPE & PVC PIPE 71eGoodLde, TexasSlJrle- W4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DRAWN B Y : C.L.M. DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE DATE: 08- 01-12 VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. SCALE: N T S ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. APPROVED- W'''; P. K, ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. FIGURE: T i SHEE 1 'OF 2 l O Service saddle, SS straps, CC threads 0 Meter box valve: Service saddle, SS straps, CC threads Installed per manufacturer's Meter box valve: 5 = Ford Angle Stop - BA13-342W -1" Installed per manufacturer's recommendations. All main types: recommendations. All main types: 5 = Ford Angle Stop- BA -13 -444W -Q-1" SA = Ford Straight Stop - B11 -444W -1" 5A = Ford Straight Stop - 811-444W -1" Smith Blair 317 Smith Blair 317 © Brass bushing IPS -1" x 314" 0 Corporation Stop: Ford FB 1000-4-Q-1" Meter box and lid: Old Castle meter box, Meter nipple - C38-23-2-5 - 314" 03 Service tubing: Type K copper - soft -1" ® Meter box and lid: Old Castle meter box, ® Ford male adapter - C84-44-0 -1" Meter box and lid: Old Castle 12" round valve box #3RT Cl lid with Reader #36 CUSTOMER rVALVE ig TOMER E NOTES: FORD PART NO. 1U 1D Service saddle, SS straps, CC threads Q5 Meter box valve: ® Swivel nut- C38-77-2" Installed per manufacturer's recommendations. All main types: U7 5 = Ford Angle Stop- BA -13 -444W -Q-1" SA = Ford Straight Stop - B11 -444W -1" 2sJ Smith Blair 317 © Meter nipple - C38-44-2-625 -1" I� Corporation Stop: Ford FS 1000-4-Q -1" ® Meter box and lid: Old Castle meter box, Q3 Service tubing: Type K copper - soft -1" Meter box valve: Cl lid with Reader #36 ® Ford male adapter- C84 -44-Q-1" Ford male adapter- C84-77- 2" Meter box and lid: Old Castle 12" round valve box #3RT 9CUSTOMER VALVE OTES: FORD PART NO. 1U 1D Service saddle, SS straps, CC threads © Swivel nut- C38-66-2-875 -1-1/2" ® Swivel nut- C38-77-2" Installed per manufacturer's recommendations. All main types; U7 Brass all thread I.P.S. -1-1/2„ 2sJ Smith Blair 317 @8 Meter adapter- BBIM 66 -1-112” 2tJ Corporation Stop: Ford FB 1000.6-0 -1-112" @g Meter box and lid: Old Castle meter ® Service tubing: Type K copper - soft -1-1/2" Meter box valve: box, Cl lid with Reader #65 (D Ford male adapter - C84 -66-Q -1-112" Ford male adapter- C84-77- 2" Meter box and lid: Old Castle 12" round valve box #3RT 0 Meter box valve: n Rracc ninniP I -P -S- - 2" x R" 5 = Ford Angle Stop - BA -11-666W -1-112" 5A = Ford Straight Stop - 811-777W - �iA = Fnrd SFrainht Sten - R11.RRRW -1.112" Brass nipple I.P.S.. 2" x 6" rVALVE MER u� E OMER E CITY OF BRYAN CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE TAP - 3/4}1 STRAIGHT OR ANGLE TAP - I" STRAIGHT OR ANGLE TAP - 1-1/211 W6-00 W6-01 I W6-02 NOTES: FORD PART NO. 1U Service saddle, SS straps, CC threads 1'7 Brass coupling I.P.S. - 2" C38-23-3 installed per manufacturer's recommendations. All main types: ® Swivel nut- C38-77-2" 1" x 2.625" Long Smith Blair 317 ® Meter adapter- BBIM 77 - 2" 2sJ corporation Stop: Ford FB 1000-7-Q p (cc thread) - 2" Brass nipple I.P.S. - 2" x 3" 3 Service tubing: Type K copper- cu - soft- 2" © Meter box and lid: Old Castle meter box, CI lid with Reader #65 4 Ford male adapter - C84-77-0 - 2" ® Meter box and lid: Old Castle 12" rJ5 Meter box valve: round valve box #3RT 12,000 5 = Ford Angle Stop - BA -11-777W - 2" Ford male adapter- C84-77- 2" Meter box and lid: Old Castle 12" round valve box #3RT 5A = Ford Straight Stop -1311-777W - 2" n Rracc ninniP I -P -S- - 2" x R" CUSTOMER VALVE NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 314" x 2.5" Long C38-23-2-5 3/4" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-112" Meter Nipple C38-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 METER SWIVEL NUT OR NI ANGLE 1-112" BALL VALVE— (_FIOR�} DOUBLE SERVICE BOXER P O Z H WATER 0. METER ----4'MIN.------- VIEW A A DOUBLE SERVICE 0 1E � & ANGLE STOP -x A 1-112" BALL VALVE —­, (FOR DOUBLE SERVICE ONLY) CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE TAP - 2" TATER SERVICE RECONNECTION W6-03 WATER METER METER BOX METER SWIVEL NUT OR NIPPLE I EX SDR -9 200 PSI PIPE -112" X 1"8RASS WYE FOR DOUBLE SERV.) W6-04 SPECIAL CONDITIONS I'' 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. MODEL SIZE L1 W1 H1 WEIGHTLas DMC-CS3 3" 8'-8" 5'-0" W-6" 12,000 DMC-CS4 4" 8'-8" 6-0" 4'-6" 12,000 DMC -CSB 6" 11'-0" 6'-0" 4'-9" 12,000 NRS GATE VALVE :'• FLG. COUPLING ADAPTER (TYP-2) w/FLG. SPOOL NRS FLG GATE MFG: PARK EQUIP. CO. VALVE (TYP-2) MODEL: DMC -CS 1 APPROVED 3" OR LARGER COMPOUND METERS, VAULTS & MATERIALS ROD (TYP)APPROVED METERS - SENSUS SRH (U. S. GALLONS) >:x• ,:.",.•<. ; .:. • ........::.:.: ,.,:. r..::.^' APPROVED VAULTS - PARK DMC -BR SENSUS C2 OMNI FLG TEB PRE -CAST CONCRETE TOUCH READ 1000 (TYP-2) VAULT W/ ADEQUATE GALLON w1STRAiNER ACCESS AND VAULT PIAN T7'F,W DIMENSIONS FOR METER SELECTED CONCRETE LID W/ 36"x60" APPROVED MATERIALS - DUCTILE IRON PIPE WITH SINGLE LEAF GALVANIZED MECHANICAL JOINT. SET SCREW STEEL HATCHWAY (H-20 RATED RETAINER GLANDS WILLBE ) BASED ON ALL M.J. FITTINGS. mccmcc .... DUCTILE IRON (TYP) ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER WATER SERVICES, 72 HOURS GALVANIZED STEEL PRIOR TO ANTICIPATED DEVIATION. PIPE SUPPORT GRAVEL BED 12" SQ SUMP W%iCAST IRON GRATE AND OP ZONAL DRAIN EUVATIONT'Vffr CITY i' F COLLEGE STATION METER VAULT ASSEMBLY W5-00 NOTES: NOTES: NOTES: Q Service saddle, SS straps, CC threads © Brass bushing IPS -1" x 3/4" Service saddle, SS straps, CC threads 6 Meter nipple - C38-44-2-625 -1" 1O Service sac le, SS straps, CC threads 6 Swivel nut- C38-66-2-875 -1-112" installed per manufacturer's recommendations. installed per manufacturer's Installed p manufacturer's P _ _ 8 Ball valve 7 Brass all thread I.P.S. -1-112" 7 Meter nipple C38-23-2-5 314" � recommen ations. All main es: All main types: Cambridge 800 Series or recommendations. All main types: types: Ford S70IS90 8 Bali valve Cambridge 800 Series or Ford S70/S90 9Q Meter box and lid: Old Castle meter box, Cambridge 1800 Series or Ford S70IS90 8 Meter adapter - BBIM 66 -1-112" 2 corporation Stop:Ford FB 1000-4-1" 9 Meter box and lid: Old Castle meter 2 corporation stop:Ford FB 1000-4-1" Cl lid with Reader #36 2 corporation Stop: Ford FB 1000-6-1-112" U9 Meter box and lid: Old Castle meter 4�O " O box, Cllid with Reader #36 O p p• box, Cl lid with Reader #65 3 Service tubing: Type K copper - soft -1 03 Service tubing: Type Kcopper -soft-1" 3 Service tubing: Type Kcopper -soft-1-112' Ford male adapter - C84-44-1" Q4 Ford male adapter - C84-44-1" 4 Ford male adapter - C8466-1-112" ® Ball valve Q5 Meter box valve: V Meter box valve:(1) Meter box valve: 5 = Ford Angle Stop - BA13-342W -1" CUSTOMER 5 = Ford Angle Stop - BA -43-444W -1" CUSTOMER 5 = Ford Angle Stop - FV -43-666W -1-112" CUSTOMER 6A= Ford Straight Stop - 811-444W -1" VALVE 5A =Ford Straight Stop - B11 -444W -1" VALVE 5A = Ford Straight Stop - B11 -666W -1-112" VALVE 9 9 g 8 3 8 0 3 5 4 6 3 4 5 6 CUSTOMER CUSTOMER CUSTOMER VALVE VALVE VALVE 01 1 8 9 1 3 0 e 9 3 9 4 5A 6 7 4 6 4 6 CUSTOMER -VALVE CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 111 CUSTOMER VALVE NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP- 3/411 W7-00 NOTES: C38-23-2-5 iQ Service saddle, SS straps, CC threads Installed per manufacturer's recommendations. ® Swivel nut - C38-77 - 2" Meter adapter - BBIM 77 - 2" C38-23-12 1 " x 2.625" Long All main types: Cambridge 800 Series or90 Ford S70JS90 1" x 8.5" Long C38-448-5 1-1/2" Meter Ni le C38-66-2-875 ® Brass nipple I.P.S. - 2" x 3" BBIM-66 20 Corporation Stop: Ford FB 1000-7 (cc thread) - 2" © Meter box and lid: Old Castle meter BBIM-77 ® Service tubing: Type K copper - cu - soft - 2" box, Cl lid with Reader #65 ® Ford male adapter- C84-77- 2" Meter box and lid: Old Castle 12" round valve box #3RT Meter box valve: 5 =Ford Angle Stop - FV -43-777W - 2" 2" @ Bali valve 5A = Ford Straight Stop - 811-777W - ® Brass nipple I.P.S.. 2" x 6" 7tD Brass coupling I.P.S.-2" CUSTOMER -VALVE CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 111 CUSTOMER VALVE NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 314" x 3" Long C38-23-3 314"x 12" Long C38-23-12 1 " x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-448-5 1-1/2" Meter Ni le C38-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 CITY F COLLEGE STATION STRA111GHT OR ANGLE TAP - 1-1/2" 7-01 W7-02 METER SWIVEL NUT OR NIPPLE METER ANGLE STOP BOX 0 Z 1-112" LL VALVE (FOR DOUBLE H SERVICE ONLY) WATER O METER j ----4'MIN.------ T7ET V A -A I DOABLE SERVICE ANGLE STOP CITY OF COLLEGE STATION CITY OF COLLEGE STATION I = STRAIGHT OR ANGLE TAP - 2" WATER SERVICE RECONNECTION W7 -U3 II METER I BOX R METER SWIVEL NUT OR NIPPLE I A TYPE "K" COPPER PIPE (2 FOR DOUBLE SERVICE) CE 1-112" X i" BRASS WYE (1 FOR DOUBLE SERV.) 7-04 V) z 0 w ch - CITY OF 71e a)od Life, YAN StJde." DRAWN BY: C.L111M. DATE: 08-01;12 SCALE: N T !IS APPROVED: W. P. K. FIGURE: %V P= I� SHEET 2 OF 2 NOTES: 1, A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEL/CONE SECTION. 3. MANHOLE BASE THICKNESS AND FOUNDATION FROM FLOWLINE TO RIM AS FOLLOWS: MANHOLE DEPTH (FT.) BASETHICKNESS 0-12------------8„ 12 AND OVER ---------.12" 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT- - - - - - - _ 98 % STANDARD PROCTOR - ASTM D 698 LANDSCAPE AREA- - - - 90 % STANDARD PROCTOR - ASTM O 698 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT-OF-WAY 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED, VENTED WHERE REQUIRED. 7. WARNING SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS. STD. DUCTILE IRON MANHOLE COVER AND FRAME (30" DIA. OPENING) OR EQUAL MANHOLE DIA. MAIN SIZE 4 FT <181n. 5 FT Z18in. <30in. 6 FT z361n. 12" MAX' SEE NOTE 1 2'� . CLASS "A" CONC. 3000 PSI IN 28 DAYS VARIES VARIES (SEE TABLE) VARIES LUG 9„ 6" MIN:! BACK FILL AROUND MAX PER NOTE 4 SHALL E AS ,MIN STD. DUCTILE IRON MANHOLE COVER AND FRAME (30" DIA. OPENING) OR EQUAL SEE NOTE 1 - BACK FILL AROUND MH SHALL BE AS PER NOTE 4 5" MIN. 2 -0 INVERT = 3/4 DIAMETER OF PIPE 1'-0" UP TO 24". 24" AND LARGER SHALL BE FULL DEPTH INVERTS. -PIPECONX STANDARD MANHOLE )APTER SEAL, #4 BARS, 8" O.C.E.W. -D EQUAL. LINE. NEW INVERT SHALL 2" CLR. NOTE: DEPTHS GREATER THAN 12' NON -SHRINK WILL REQUIRE 2 MATS OF ORIGINAL GROUND OR REINFORCING STEEL IN THE GROUT BASE. CAST IN PLA C'E ALILWOLE OR APPROVE I SEE NOTE 7 ARNING SEWER SIGN " MANHOLE SIGN N (SEE DETAIL S5-02) 6'-0" X MIN• 12" MAX. o I ° Z8'EEN, HEAVY DUTY, WING CHANNEL POST _ 6" MIN. 112'1 ° • BASE #4 BARS BENT 90A AND TIED TO WALL AND BASE. /#4BARS, 8" O.C.E.W. NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. PRFCAST AP NHOLE NOTES: 1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. 2. THIS DETAIL TO BE USED WHEN A 6" OR LARGER LATERAL NECESSITATES CONSTRUCTION OF A NEW MANHOLE. 3. FOR ADDITIONAL STANDARDS NOT SHOWN, SEE "STANDARD MANHOLE" DETAIL S1-02. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF EXISTING SEWER DURING INSTALLATION OF MANHOLE. 5. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING LINE; OTHERWISE, THE OPENING MUST BE CAST. SIZE, LOCATION, AND ANGLE OF ENTRY SHALL BE AS REQUIRED BY THE PLANS. 6. EXCAVATE TRENCH TO MIN. 13" BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRADE. PLACE AND COMPACT 6" OF GRANULAR BEDDING. MONOLITHIC POUR OF MIN. 7" DEPTH 6 SACK TOPPING MIX TO BE PLACED INSIDE, UNDER, AND OUTSIDE MANHOLE BARREL FROM SURFACk OF BEDDING AROUND CONCRETE BLOCK RISERS, TO A POINT APPROXIMATELY AT THE SPRING LINE OF THE EXIST. PIPE. 7. DURING THE SAME POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND FINISHED AROUND THE BARREL AND EXISTING PIPE AS SHOWN. 8. AFTER CONCRETE SHELF HAS CURED THE EXISTING PIPE SHALL BE SAW -CUT ON BOTH SIDES TO THE FINISHED SHELF GRADE AND REMOVED. THE EXISTING PIPE SHALL FORM THE TROUGH OF THE MANHOLE AS SHOWN. FILE CUT PIPE TO GIVE SMOOTH EDGES. MANHOLE SECTION - MIN. 24" BETWEEN CUT-OUT AND MANHOLE CONE_ FORM SHELF SLOPE AT NEAT AND SMOOTH. BASE - r• 1 -.,moi; PROVIDE A WATERTIGHT SEAL. RAM -NECK GASKET FILL-IN BETWEEN DOG HOUSE CUT-OUT AND PIPE WITH NON -SHRINK GROUT AND CONCRETE BRICK AS NEEDED MAINTAINING INSIDE MANHOLE WALL SHAPE. MINIMUM 3 - 2-1/2"XWX16" CONCRETE BLOCKS. (TYPICAL) f 6" OF GRANULAR BEDDING CITY OF COLLEGE STATION GRAVITY SEWER DOGHOUSE MANHOLE S3-00 NOTES: 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 4. CONCRETE SHALL BE 3,000 P.S.I. PIPE O.O. PLUS 4" PERIPHERAL O STARTER" HOLES (SEE NOTE 1.) /11 OPENING CREATION DETAIL 0 STANDARD MANHOLE 8 AND NEW INVERT FOR NEW VARIES LINE. NEW INVERT SHALL 2" CLR. S1 -DO NON -SHRINK INTO EXITING INVERT. REWORK ORIGINAL GROUND OR EXISTING INVERT AS REQUIRED. GROUT NON -SHRINK BOTTOM OF SUBGRADE GROUT NOTES:AO SELECT NATIVE MATERIAL PIPE O.D.- I 2. CITY OF COLLEGE STATION 1. FOR BEDD/NGAND TRENCH/NG WITH/NALL EXISTING PAVEDAREAS MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF �- (�A SELECT MATERIAL SEEDETAILSFOR OPEN CUTSTREETS. ((Detai/s ST4-00 ST4-01 ST4-d?}. ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) PLUS 18" EQUAL. (2 REQ'D) - THIS NOTEDOES NOTAPPLYTO STREETS BEiNGRECaNSTRtJCTED. INCHES IN THE LARGEST DIMENSION), COMPACTED TOA A Q SELECTMATERIAL DETAIL SECTION VIEW .• . •, C CEMENT STABILIZED O 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE FOR PVC PIPE. MINIMUM OF 90°% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 8"-12"MAX O a MANUALLY (MANUALLY 8"-12"MAX SAND TO ANSI/AWWA STANDARDS 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS (ie YARDS, PASTURES, EASEMENTS) AND TOA 8 0S AT OPTIMUM�T�E LARGEST PIPE IN MANHOLE ©( s ::y' I ... MOISTURE) 382" �[762mm) 8m • [61 1•� 2`ETfERtIt�1G IT�Y ENG Bookman Old Stye 2-718" [73mm] COVER SECTION ACCORDANCE TO ANSI/AWWA C150/A21.50. MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED .. > #4 BAR HOOPS, 12" O.C. MOISTURE) 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS 6" BELOW PIPE BELL L 6" BELL �W� e 5. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH WORKING DAY. AND STREETS TO BE RECONSTRUCTED. O.D. PIPE z0p UNDISTURBED SOIL PIPE BELL O.D. UNDISTURBED SOIL ' UNQISTURBED EARTH GRANULAR MATERIAL O.O. _j PIPE., O.D. L INTO HOLE MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 6" MINA 2" MAX. PLACE METAL DETECTOR 6" MIN.l12" MAX. MATERIAL AND WHICH, WHEN TESTED BY STANDARD TAPE AT A MINIMUM OF 24" LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: ABOVE TOP OF PIPE MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 NON-STRUCTURAL AREAS TO BE PAVED MINIMUM PERCENT PASSING 314" SIEVE 100 ARFAS OR STREETS TO BE THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. RECONSTIR17CM �C CEMENT STABILIZED SAND BEDDING AND TRE NCH.:FQR DI & PVC PIPE ,PIPE 51-01 NOTES: 1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. 2. THIS DETAIL TO BE USED WHEN A 6" OR LARGER LATERAL NECESSITATES CONSTRUCTION OF A NEW MANHOLE. 3. FOR ADDITIONAL STANDARDS NOT SHOWN, SEE "STANDARD MANHOLE" DETAIL S1-02. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF EXISTING SEWER DURING INSTALLATION OF MANHOLE. 5. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING LINE; OTHERWISE, THE OPENING MUST BE CAST. SIZE, LOCATION, AND ANGLE OF ENTRY SHALL BE AS REQUIRED BY THE PLANS. 6. EXCAVATE TRENCH TO MIN. 13" BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRADE. PLACE AND COMPACT 6" OF GRANULAR BEDDING. MONOLITHIC POUR OF MIN. 7" DEPTH 6 SACK TOPPING MIX TO BE PLACED INSIDE, UNDER, AND OUTSIDE MANHOLE BARREL FROM SURFACk OF BEDDING AROUND CONCRETE BLOCK RISERS, TO A POINT APPROXIMATELY AT THE SPRING LINE OF THE EXIST. PIPE. 7. DURING THE SAME POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND FINISHED AROUND THE BARREL AND EXISTING PIPE AS SHOWN. 8. AFTER CONCRETE SHELF HAS CURED THE EXISTING PIPE SHALL BE SAW -CUT ON BOTH SIDES TO THE FINISHED SHELF GRADE AND REMOVED. THE EXISTING PIPE SHALL FORM THE TROUGH OF THE MANHOLE AS SHOWN. FILE CUT PIPE TO GIVE SMOOTH EDGES. MANHOLE SECTION - MIN. 24" BETWEEN CUT-OUT AND MANHOLE CONE_ FORM SHELF SLOPE AT NEAT AND SMOOTH. BASE - r• 1 -.,moi; PROVIDE A WATERTIGHT SEAL. RAM -NECK GASKET FILL-IN BETWEEN DOG HOUSE CUT-OUT AND PIPE WITH NON -SHRINK GROUT AND CONCRETE BRICK AS NEEDED MAINTAINING INSIDE MANHOLE WALL SHAPE. MINIMUM 3 - 2-1/2"XWX16" CONCRETE BLOCKS. (TYPICAL) f 6" OF GRANULAR BEDDING CITY OF COLLEGE STATION GRAVITY SEWER DOGHOUSE MANHOLE S3-00 NOTES: 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 4. CONCRETE SHALL BE 3,000 P.S.I. PIPE O.O. PLUS 4" PERIPHERAL O STARTER" HOLES (SEE NOTE 1.) /11 OPENING CREATION DETAIL 0 / l \ MANHOLE CONNECTI.ON DETAIL B REMOVE INVERT AS REQUIRED 8 AND NEW INVERT FOR NEW VARIES LINE. NEW INVERT SHALL 2" CLR. HAVE SMOOTH TRANSITION NON -SHRINK INTO EXITING INVERT. REWORK (ryp•) EXISTING INVERT AS REQUIRED. GROUT NON -SHRINK NOTE: GREATER THAN 12 GROUT V-01• SYNKO-FLEX PREFORMED PIPE O.D.- I PLASTIC ADHESIVE CITY OF COLLEGE STATION WATERSTOP, OR APPROVED #3 REBAR (14" LONG) EQUAL. (SEE NOTE 3.) EMBEDDED AND EPDXYED INTO MANHOLE WATERSTOP - PIPECONX MANHOLE ADAPTER WALL 3". (SEE NOTE 2.) PIPE O.D. SEAL, OR APPROVED PLUS 18" EQUAL. (2 REQ'D) 1 CONNECTION DETAIL SECTION VIEW B.1 / l \ MANHOLE CONNECTI.ON DETAIL B STANDARD MANHOLE TIE-IN NOTE: Mi SI S1 CEMENT STABILIZED SAND AS SHOWN, DIAMETER 8 v: , 3" VARIESfi •' t= VARIES 3„ A 2" CLR. VARIE NON -SHRINK =,. A `-r' SIZE X SIZE WYE (ryp•) , VARIE 3" : .- 45° BEND GROUT NEW INVERT NOTE: GREATER THAN 12 •- REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE PIPE O.D.- I ( CITY OF COLLEGE STATION PVC PLUS 18" CROSS ONI,YAI,I,OTTT;DFOR .41AIArl.1, FCUIV?VT:C7'IUNS WATERSTOP-PIPECONX (6AND LARGER) MANHOLE ADAPTER SEAL, 'e OR APPROVED EQUAL. A (2 REVD) 1 CONNECTION DETAIL SECTION VIEW B.2 [6mm] 180" STANDARD MANHOLE TIE-IN NOTE: Mi SI S1 CEMENT STABILIZED SAND AS SHOWN, 16" 8 v: , 3" VARIESfi •' t= 12 3„ A -4• VARIE 16 =,. A `-r' SIZE X SIZE WYE SIZE X SIZE WYE 45°BEND- ; SEE BASE , VARIE 3" : .- 45° BEND NOTE FOUNDATION #4 BARS, 8" O.C.E.W-- DEPTHS yy gT x MANHOLEOA APTER SEAL, NOTE: GREATER THAN 12 FEET WILL OR APPROVED EQUAL. (2 REQ'D) REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE : •, ( CITY OF COLLEGE STATION PVC OUTSIDE DROP MANHOLE CROSS ONI,YAI,I,OTTT;DFOR .41AIArl.1, FCUIV?VT:C7'IUNS wwo (6AND LARGER) SE rIONA-A S2-00 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. STANDARD CLEANOUT ANDARD CROSS STANDARD CROSS a- •I 3„ VA ES 3" A VARIES A 3" 901 BEND A�RIE 90° BEND .,. 6" MIN. SEE BASE NOTE b FOUNDATION ' #4 BARS, 8" O.C.E.W. -DEPTHS WATERSTOP-PIPECONX GREATER THAN 12 FEET WILL REQUIRE MANHOLE ADAPTER SEAL, 2 MATS OF REINFORCING STEEL IN THE OR APPROVED EQUAL. BASE (2 REQ'D) CITY OF BRAYN OUTSIDE DROP MANHOLE 0A7 YTV)7FArAPPROT'F,D BYCITYFArC1NF.F.R S2-01 NOTES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. 2. CHAMFER EDGES 314". 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM DEPTH OF WOR TO A DEPTH WHERE A GOOD BEARING SOIL IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2' TOLERANCE. 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. #4 12" BO.C. AR HOOPS, • 4 d d PIER DIA. AS SHOWN ON PLANS 1 d d 3" CLEARANCE MININMUM e SECTIONA A PLAN LIES PIER VERTICAL STEEL DIAMETER # 5 BARS 16" 8 24" 12 26" 14 30" 16 42" 1 24 2" .i f -y MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. IN EXISTING MANHOLE, PLACE PVC ELBOW ON BENCH, GROUT NEW BENCH TO SPRINGLINE AND TROWEL SMOOTH. FORM SMOOTH CHANNEL TO INVERT. ALL NEW CONNECTION AT EXISTING MANHOLES SHALL BE BY CORING ONLY STD. DUCTILE IRON - MANHOLE COVER AND FRAME (30" DIA. OPENING) OR EQUAL """'•--cos1G GRADE RINGS FOR ADJUSTMENT TO FINISH GRADE AS PER DETAIL S1-02 - NOTE 1 ';Yt PRECAST FLAT -TOP LID BACK FILL AROUND MH SHALL BE AS PER DETAIL S1-02 - NOTE 4 PI,1N INFLUENT PIPE 4" WIDE X 3/8" THICK STAINLESS STEEL STRAP (PRIMED & PAINTED) FORMED TO PLAN TTT'V PERMIT SNUG TIGHTENING OF PIPE TO 51NCH PIER (2 READ. PER PIER) DUCTILE IRON PIPE THICKNESS WRAP WITH ONE LAYER OF TAR PAPER TO PREVENT BONDING 180 Gq YY'QQ IZ BRS�EELpp �ERTICAL (MIN) RAM -NECK EINjigeRs G STEEL =1u THICKNESS�P) W/ 45° ELBOW (TURN WIFLOW - ` : •, ( APPIROVED EQUAL IN JOINTS PVC =; CROSS & GROUT IN PLACE) wwo A BE USED ON PRIVATE SEWER 'e A <w ;• 13116" 3/4" [20mm -[20mm] [6mm] 180" ceow Iu TPO [5mm] Ott, [2�m BOLTHOLE SECTION 8 0S LARGEST PIPE IN MANHOLE [RI ::y' I -VERTICAL STEEL AS PER TABLE #4 BARS, 8" O.C.E.W. 382" �[762mm) 8m • [61 1•� 2`ETfERtIt�1G IT�Y ENG Bookman Old Stye 2-718" [73mm] COVER SECTION > #4 BAR HOOPS, 12" O.C. �W� e z0p ' ' UNQISTURBED EARTH w j e� INTO HOLE m TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER 2" .i f -y MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. IN EXISTING MANHOLE, PLACE PVC ELBOW ON BENCH, GROUT NEW BENCH TO SPRINGLINE AND TROWEL SMOOTH. FORM SMOOTH CHANNEL TO INVERT. ALL NEW CONNECTION AT EXISTING MANHOLES SHALL BE BY CORING ONLY STD. DUCTILE IRON - MANHOLE COVER AND FRAME (30" DIA. OPENING) OR EQUAL """'•--cos1G GRADE RINGS FOR ADJUSTMENT TO FINISH GRADE AS PER DETAIL S1-02 - NOTE 1 ';Yt PRECAST FLAT -TOP LID BACK FILL AROUND MH SHALL BE AS PER DETAIL S1-02 - NOTE 4 PI,1N INFLUENT PIPE PVC PIPE SIZE EQUAL TO [845mm] RIABLp (4' MIN.) PLAN TTT'V [818mm] 51NCH STEEL BANDS -118 INCOMING PIPE SIZE THICKNESS I ' (MIN) RAM -NECK [4-1 114 THICKNESS�P) W/ 45° ELBOW (TURN WIFLOW - �USE : •, ( APPIROVED EQUAL IN JOINTS PVC =; CROSS & GROUT IN PLACE) OF COFIE `. I I BE USED ON PRIVATE SEWER 1-314" STAINLESS " PVC PIPE SIZE EQUAL TO [845mm] LETTERING PLAN TTT'V [818mm] BOOKMAN OLD STYLE STEEL BANDS -118 INCOMING PIPE SIZE ' ` r [4-1 114 THICKNESS�P) W/ 45° ELBOW (TURN WIFLOW - 2-� [73 n : •, ( tt tt BOTTOM VIEW S BOLTS W/EXPANSIONL & GROUT IN PLACE) OF COFIE `. I I BE USED ON PRIVATE SEWER ANCHORS (TYP) MATCH TOP OF ELBOW SOF IT ;• 13116" 3/4" [20mm -[20mm] [6mm] 180" T TPO [5mm] Ott, [2�m BOLTHOLE SECTION LARGEST PIPE IN MANHOLE [RI ::y' I i ?,•' '' #4 BARS, 8" O.C.E.W. 382" �[762mm) 8m • [61 1•� 2`ETfERtIt�1G IT�Y ENG Bookman Old Stye 2-718" [73mm] COVER SECTION NOTE. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE STANDARD (DROP MANHOLE C'TTYOFBRYA N- DROP, MANHOLE, TO BF,17SFD ON LINES 1.11 -To 121LV,S I CPIYOFCOLLFGrST�I,,TION- DROP.,WANHOLF TO RF,17SF.D UN I,1rVF,S LRfi 70 4"IA'S17F, Eli 81� IIS �11�91/ 2" 51mm LETTERING STYLE: [845mm] LETTERING PLAN TTT'V [818mm] BOOKMAN OLD STYLE mm DIA 1- 9/16" [40mm] RENE GASKET r [4-1 114 v�aaza ° 2-� [73 n L5116" tt tt BOTTOM VIEW CITY SPECIFIC SANITARY SEWER SEWERSYSTEMSSYSBE TEMS OED NLY NOT TO OF COFIE BE USED ON PRIVATE SEWER SYSTEMS. 30-314 " 250" [761mm]OIA. ID OF GROOVE 13116" 3/4" [20mm -[20mm] [6mm] 180" T [5mm] [13mm] [2�m BOLTHOLE SECTION [RI MAG'HINE "ROOVF. DF,TAII, 382" �[762mm) 8m • [61 1•� 2`ETfERtIt�1G IT�Y ENG Bookman Old Stye 2-718" [73mm] COVER SECTION 2" [51 n{ m1 LETTERING LETTERING STYLE: BOOKMAN OLD STYLE (2) PICKBARS I 7116"- [51MM] [11 mm] MAIN SEWER PIPE S2-02 33-114" DIA [845mm] 32-3116" DIA [818mm] mm DIA 1- 9/16" [40mm] RENE GASKET [4-1 114 .. IA 1 1 L5116" 2-9116"-J�33-151DIA G [65mm] [862mm] -314W" DIA [1035mm] 2" 51mm1 LETTERING LERI FRA MT SFCTYON G STYLE: BOOKMAN OLD STYLE J MACHINED SURFACE 32" DIA''' [813 mm] 'mm] 5/8" 1-1 /2" [i 6mm] 138 mm] 2-7116" r [62mm] 718- 1 1 [22mm] i] R 1-3/4" 1" DIA X 4" LG [R44mm] H.R.S. ROD COVER SECTION PIC ICBAR DETAIL TANDARD MANHOLE RING AND COVER DUCT R IRON V-1432-3 F S4-01 2-7/8" 1 I �1;2mm [73mm] 1" (25inm} DIA. �._- 3 f 5/16" DIA X5112" f 40mmj 821mm ALG STEEL ROD 33-821mm IA AGAR DETAIL [ ] 1+Ii"T SECTION MACHINED SURFACE (4) 5/8"-11 NC X 2" LG (4) 55/8'-11 NC X 2" LG N &NARROW ZINC PVIT LVEGE T"qA &NARROW ZINC PLT & o 0 5 & RUBBER WASHERS RUBBER WASHERS V Z " [51mm]4" [51mm] [102mm] ® [102 ml CIN OF BRYAN N w G U it o ICKBA 2" 51mm LETTERING 2" [51mm] LETTERING (2) PLACES RE ESSEb FLUSH LETTERING STYLE: PLAN TIV.W ROZT011'1 Tuj Bookman Old Style NOTE:WATER TIGHT MANHOLE RING AND COVER CITY SPECIFIC SANITARY SEWER LIDS TO BE USED FOR PUBLIC BE USED ON PRIVATE ONLY. NOT DUCTILE IRON V-2432-3 S4 SYSTEMS. V) z 0 LO } w CITY OF The Good E& AN DRAWN BY: C.L.I. DAZE: 08-01-12 SCALE: N T S APPROVED: W,'', P. K, FIGURE= li SHEET 7�1 OF 2 NOTE: 1. ALL MATERIAL SHALL BE ASTM 03034 SOR26 W/ GASKETS 2. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 3. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE CONTRACTOR AT THE ROW FOR EACH SERVICE. CLEANOUT SHALL INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CLEANOUT CAP FITTING SHALL BE PLACED ON TOP. 5. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONSTRUCTION ALLOWABLE TAPPING AREA BOTTOM UP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. I I 1 2' PVC (SEE NOTE 2' STD. 450 PVC STD. PVC COUPLING v H O z Ill w / 1 '-TEE WYE SERVICE FITTING I D3034 SDR26 PIPE (SEWER WYE AND 118° BEND) SKETS @1.0% MIN. SEWER LINE IS NOT TO BE PLACED 20NTALLY) PROFILE CITY OF BRAYN SEWER SERVICE LINE CROSSING GENERAL NOTES: GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. METER BOX CLEAN-OUT STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (_SIDEWALKS, STREETS, ALLEYS DRIVEWAYS AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO. 21N S1-01} OR EXCAVATED SOIL COMPPACTED TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO +40/a WET OF OPTIMUM (OPTION NO.1 IN S11-01) STRUCTURAL BACKFILL AREA ,S a/C 4' - r, ., . .......... - NOTES: 2 2 REST BELL MAX 6'8" TYP. MAX P 6'8" TYP. SEWER LINE CROSSES OPEN FIELDS IOINT (TYP. (TUNNELING) 1" M BLACK 2. SIGNS TO BE CONSTRUCTED FROM TEXT -\ IA RN I N G 20 GA. STEEL BAKED ON ENAMEL TJ"" EA. END) SHOULDER VARIES �I CLR. > a� 0" UNDERGROUN SEWER ONE POST FOR EACH OPEN FIELD AND AT OTHER LOCATIONS AS 5 -0 ,. WIDTH OF PAVEMENT 6" CLEAN STACK CONTACT THE CITY SHOWN ON THE PLANS. FURNISH MIN. MI 0 BEFORE EXCAVATING SAME NUMBER OF REPLACEMENT ! BEDDING AND (SIGNS AS FOR EACH INSTALLED YELLOW (ON ITTING MANHOLE NUMBER cn CD 8" TYp i" MIN. CLR. 3'e0" BELOW , DITCH FLOW LINE. STEEL CASING z � CARRIER PIPE Oo SAND AS SHOWN �` �� 2" BLACK PRESSURE N NUMBERS CARRIER PIPE STEEL CASING _ o RC. PULL -ON WATER NOTE: 1. FOR MORE INFORMATION' ON WATER AND SEWER LINE CROSSING ADJUSTABLE TOP RUNNERS � m GHT NEOPRENE END SEE CITY STANDARD SPGIFICATION FOR WATER AND TO MAINTAIN 1" MAX CLR. > co SEAL W/ STAINLESS LINE CONSTRUC ION. Lu TEEL CLAMPS "APS" 2. STEEL CASING SHALL B AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. M;XX w I �I' .IRE STANDARD CLEAN OR "PSI" 3. DRY BORING IS REQU . t OUT FOR MAIN LINE SEWER WARNING AND MANHOLE TYPICAL URAL STREET CROSSING STEEL CASING ITE: RANO CLAMP SING SPACERS -RUNNER Mk IRU 24'DIA ER AT SPRINGUNE 304)AINLESS STEEL BAND CASING)STAINLESS (24"TYP- 204 NOTE: L 8AW iLYMER RUNNERS; CENTERED' PROWDE4 RUNNERS ATNEOPRENE INSULATION SLEEVE I NON -CENTERED; CLEAR BE 1. WHERE DOUBLE WYE SERVICE BOTTOM 45, BETWEEN PIPE AND BAND STRAINED FROM FLOTATION; ELEVATION IS LESS THAN 2'-7" MIN >ULATED; "APS, INC., MOD N' 8" POLYMER RUNNER (TYP) !"CASCADE" MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. CASING DETAIL 1 2 METAL T' POST PAINMARK EACH SERVICE TED RND ITH EEN. S5 -o3 SEE NOTE 5 (TYPICAL) 2,-0" 2.-0.. 4" PVC EXTENSION MIN, 0 MACHINE BORING MIN. / W/PVG CAP (SEE NOTE 3) (TUNNELING) b SIDEWALK OPEN -2.w i W OPEN CUT 3.5' MAX. (SEE NOTE 1 -CUT LIMIT MIN.IL ---SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY THE ENGINEER AS REQUIRED CARRIER PIPE- NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. APPROVED BPREFERRED THE CITE E' ET BORING ALLOWED ONLY WHEN S5 -U0 TYPICAL URBAN CITY STREET CROSSING TO BE LOWERED TO FINAL 4 R -O -W OR EDGE GRADE AT TIME OF OF EASEMENT PLUMBER'S TIE-IN R -O -W OR EDGE OF EASEMENT v TO BE LOWERED v ' will w TO FINAL GRADE -1 w o- AT TIME OF w VARIES 0Z PLUMBER'STIE-IN 'a wr _.� _ -�J 2' I ALLOWABLE TAPPING AREA 4• SEE NOTE 3 BOTTOM UP OF CONNECTING PLAN PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. NOTE: 1. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 2. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 3. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE CONTRACTOR AT THE ROW FOR EACH SERVICE. CLEANOUT SHALL INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CLEANOUT CAP FITTING SHALL BE PLACED ON TOP. to 0 z 1 SERVICE (SEWER TEE) M H PVC (SEE NOTE2) 0 (MIN. 1% SLOPE) z BENDS TO BRING w STACK VERTICAL (TYPICAL 45° BEND) STANDARD CONNECTION PROFILE BENDS TO BRING e*� STACK VERTICAL 1+d (TYPICAL 45° BEND) 0 I z PVC (SEE NOTE 2)W (MIN. 1% SLOPE) N �- TEE WYE SERVICE FITTING (SEWER WYE AND 118 BEND; ROTATE AS NEEDED) DEEP CONNECTIONPRUFILE CITY OF BRAYN SANITARY SEWER SERVICE CONNECTION S6-01 NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. WHEN SERVICE CONNECTION IS DEEP, CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3-112 FEET BELOW NATURAL GROUND. ALLOWABLE TAPPING AREA (SEE NOTE 4) STD. 45° PVC BEND L STD. PVC COUPLING 4" PVC EXTENSION WIPVC CAP (SEE NOTE 3) 2.0' PVC WYE WITH a PVC CAP (SEE NOTE 3) 1 M? a .j NS zSE PIAN -ASTM 03034 SDR26 PIPE - W/GASKETS 0-1.0% MIN. (PIPE HORIZONTALLY) NOT ED PROFILE `-TEE WYE SERVICE FITTING (SEWER WYE AND 118° BEND) SEWER LINE SEE NOTE 5 - (TYPICAL) PL,4N CITY OF COLLEGE',STATION EWER SERVICE LINE CROSSING R -O -W OR EDGE OF EASEMENT 1 �- VARIES 3.5' MAX. (SEE NOTE 1.) 1 w O R(MIN.1% 2.0 WCEE NOTE 3) SLOPE) SERVICE FITTING (SEWER TEE) STANDARD CONNECTIONPROHLE R -O -W OR EDGE OF i-e--VARI .t__! 3.5' MAX. (SEE NOTE 1 AND NOTE 6) PVC (SEE NOTE 3) - (MIN, 1% SLOPE) STD. 450'B STACK VARIES IN HEIGHT to W 0 z W 0W z E.:3 S7-00 - STD. 450 BEND W W N DeTj�EEWYE SERVICE WYEE ANOSE8 BEND) DEEP CONATC,77ONPROFIIF, CITY OF COLLEGE STATISERVICN SANITARY SEWERE CONNECTION C.h a 0 U 0 CITY OF RYAN The Good Ialc•, Teras Sl} Ic " DRAWN BY: C.L.M. DATE: 08-01-�2 SCALE: N T S APPROVED: W''!. P. K. FIGURE= S7-01 Ii SHEET 2i OF 2 - r, ., . .......... - NOTES: MACHINE BORING 1. FURNISH AS SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE SEWER LINE CROSSES OPEN FIELDS (TUNNELING) BLACK 2. SIGNS TO BE CONSTRUCTED FROM TEXT -\ IA RN I N G 20 GA. STEEL BAKED ON ENAMEL TJ"" SHOULDER VARIES SHOULDER VARIES �I FINISH. FURNISH ONE SIGN AND 0" UNDERGROUN SEWER ONE POST FOR EACH OPEN FIELD AND AT OTHER LOCATIONS AS 5 -0 ,. WIDTH OF PAVEMENT 6" CLEAN STACK CONTACT THE CITY SHOWN ON THE PLANS. FURNISH MIN. MI DIP OR PVC FOR FOR EARTH, SEE BEFORE EXCAVATING SAME NUMBER OF REPLACEMENT ! BEDDING AND (SIGNS AS FOR EACH INSTALLED YELLOW (ON ITTING MANHOLE NUMBER TRENCH DETAIL 4" BACKGROUND (NOT A SEPARATE RAY ITEM) MANHOLE 3'e0" BELOW , DITCH FLOW LINE. CEMENT STABILIZED T' NO. SAND AS SHOWN �` �� 2" BLACK PRESSURE N NUMBERS CARRIER PIPE STEEL CASING 2"CUSHION REQUIRED ` FOR ROCK, CONCRETE SENSITIVE TO BE ADDED AFTER BASIC SIGN HAS BEEN t�7�SEWER NOTE: 1. FOR MORE INFORMATION' ON WATER AND SEWER LINE CROSSING 10"T PAINTED SEE CITY STANDARD SPGIFICATION FOR WATER AND -� NOT LESS THAN 3" WHITE LINE CONSTRUC ION. BACKGROUND 2. STEEL CASING SHALL B AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. I �I' .IRE STANDARD CLEAN 3. DRY BORING IS REQU . t OUT FOR MAIN LINE SEWER WARNING AND MANHOLE TYPICAL URAL STREET CROSSING 450 SEND 55-01 I IDENTIFICATION SIGN 55702 NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 1 2 METAL T' POST PAINMARK EACH SERVICE TED RND ITH EEN. C& SIDEWALK SEE NOTE 5 (TYPICAL) GUTTERB 4" PVC EXTENSION 0 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS / W/PVG CAP (SEE NOTE 3) b SIDEWALK -2.w i W 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED 3.5' MAX. (SEE NOTE 1 PVC WYE WITH ^ !y IL WITH THE MAIN LINE CONSTRUCTION. 3.5' MAX. AND NOTE 7) PVC CAP �z 5. A CLEAN OUT IS REQUIRED AND 1 (SEE NOTE 1.) (SEE NOTE 3) 1 1 2' OW FOR EACH SERVICE BER ATLTHE INSTALLED - 6. LOT CORNERS SHALL BE MARKED WITH ( qq�� NE MIN.E BURY) 4 A LATH UNDER THE SUPERVISION OF A I PVC (SEE NOTE 4) z 13 RPLS UPON COMPLETION OF 2 SEE NOTE 3 CONSTRUCTION R 7. WHEN SERVICE CONNECTION IS DEEP, `"s, CONTRACTOR MUST PLACE A VERTICAL 2.0' 2' DESIRABLE 10 PI",4N STACK THAT SHALL BE BROUGHT WITHIN 3-1/2 FEET BELOW NATURAL GROUND. 2' PVC TO BE LOWERED TO FINAL 4 R -O -W OR EDGE GRADE AT TIME OF OF EASEMENT PLUMBER'S TIE-IN R -O -W OR EDGE OF EASEMENT v TO BE LOWERED v ' will w TO FINAL GRADE -1 w o- AT TIME OF w VARIES 0Z PLUMBER'STIE-IN 'a wr _.� _ -�J 2' I ALLOWABLE TAPPING AREA 4• SEE NOTE 3 BOTTOM UP OF CONNECTING PLAN PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. NOTE: 1. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 2. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 3. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE CONTRACTOR AT THE ROW FOR EACH SERVICE. CLEANOUT SHALL INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CLEANOUT CAP FITTING SHALL BE PLACED ON TOP. to 0 z 1 SERVICE (SEWER TEE) M H PVC (SEE NOTE2) 0 (MIN. 1% SLOPE) z BENDS TO BRING w STACK VERTICAL (TYPICAL 45° BEND) STANDARD CONNECTION PROFILE BENDS TO BRING e*� STACK VERTICAL 1+d (TYPICAL 45° BEND) 0 I z PVC (SEE NOTE 2)W (MIN. 1% SLOPE) N �- TEE WYE SERVICE FITTING (SEWER WYE AND 118 BEND; ROTATE AS NEEDED) DEEP CONNECTIONPRUFILE CITY OF BRAYN SANITARY SEWER SERVICE CONNECTION S6-01 NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. WHEN SERVICE CONNECTION IS DEEP, CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3-112 FEET BELOW NATURAL GROUND. ALLOWABLE TAPPING AREA (SEE NOTE 4) STD. 45° PVC BEND L STD. PVC COUPLING 4" PVC EXTENSION WIPVC CAP (SEE NOTE 3) 2.0' PVC WYE WITH a PVC CAP (SEE NOTE 3) 1 M? a .j NS zSE PIAN -ASTM 03034 SDR26 PIPE - W/GASKETS 0-1.0% MIN. (PIPE HORIZONTALLY) NOT ED PROFILE `-TEE WYE SERVICE FITTING (SEWER WYE AND 118° BEND) SEWER LINE SEE NOTE 5 - (TYPICAL) PL,4N CITY OF COLLEGE',STATION EWER SERVICE LINE CROSSING R -O -W OR EDGE OF EASEMENT 1 �- VARIES 3.5' MAX. (SEE NOTE 1.) 1 w O R(MIN.1% 2.0 WCEE NOTE 3) SLOPE) SERVICE FITTING (SEWER TEE) STANDARD CONNECTIONPROHLE R -O -W OR EDGE OF i-e--VARI .t__! 3.5' MAX. (SEE NOTE 1 AND NOTE 6) PVC (SEE NOTE 3) - (MIN, 1% SLOPE) STD. 450'B STACK VARIES IN HEIGHT to W 0 z W 0W z E.:3 S7-00 - STD. 450 BEND W W N DeTj�EEWYE SERVICE WYEE ANOSE8 BEND) DEEP CONATC,77ONPROFIIF, CITY OF COLLEGE STATISERVICN SANITARY SEWERE CONNECTION C.h a 0 U 0 CITY OF RYAN The Good Ialc•, Teras Sl} Ic " DRAWN BY: C.L.M. DATE: 08-01-�2 SCALE: N T S APPROVED: W''!. P. K. FIGURE= S7-01 Ii SHEET 2i OF 2 NORMAL TRAVERSE SLOPE 3•-6" O.D. + 1'-0" 5'-0„---�j MIN. 5'-0"}•°'6�"TYP. STRUCTURALBACKFILL AREA INCLUDES SELECT I PIANNSS 31. " I EXTENSION I MATERIA AND SHALL EXTEND 6' BEYOND THE CURB 5' ROCKS, t ----------- 6" 6 TYP. A A D6, MAXIMUM DRY DENSITY AS PER ASTM 0698 �J OPTIMUM WITHIN OPTIMUM TO +40/a WET OF OPTIMUMJG QyP .; 101'0' i 0000aa I CENTER OF THE OUTSIDE LAYER OF BARS 2" FROM" 13' RA US- - - THE SURFACE OF THE CONCRETE. TOTAL QUANTITIES 24^ LOI�OOt7t7 DEPRESSED GUTTER SLOPE •.=%:�%//� % 77�7 �J 3.46 6'� REINFORCING STEEL FOR ONE HEADWALL REQUIRED. REQUIRED. BARS Ai -Ax VHEIGHT ARIES OTE: MIN. 18" TO( WALL TO BE CONSTRUCTED `�. MATCH tLELEV. 1 I—,r .- �6^� /f/ / AL/j E OF A 2'-D" BARS S MIN. 2• -6'•28 -DAY CONCRETE SQUARE STRENGTH = 3000 psi BARS W #411 #3@18"t „ 2 0 THRDA T DETAIL WARP PAVEMENT SURFACE TO THROAT OF INLET SEE D4-01 SEE 01-05 #4 PLAN #4 PIAN tiTF,T'V 1 #5 CONCRETE HEADWALL FOR 2 PIPES CURB LINE WHEN 23 -DAY CONCRETE STRENGTH = 3000 psi ORIGINAL GROUND OR „ #4 BARS 6 O.C.E.W. CONCRETE RECESSED INLET ERIA (CAVATED FROM THE DITCH,WHICH IS FREE OF d;:','°:;• ° a; TOP SLAB GUTTER BARS, 6" O.C.E. STD. CAST IRON MANHOLE COVER A #4 BARS 12" O.C.E.W. 90% OF MAXIMUM OENSIITY AS DETERMINED BY STANDARD)) AT A MOISTURE CONTENT WITHIN / ., SAND, 1-1/2 SACK/CY PUGMILL TOP OF CURB TOP SLAB AND FRAME ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND SIDEWALLS TOP SLAB 6 3'-624 .�.�..1-3N F--------I�-S" �I ------- 6"TYP. 1� O.O. I NORMAL GUTTER UNE - + 6 -MIN, - #4 BARS 12 O-C.E.W. i ri : n =' �7 DEPRESSED GUTTER LINE I .• :..;�. -r--! SIDEWALLS & BOTTOM EXTENSION _ I �.; SLAB 8"TMP' 8" BOTTOM —� NE-6"SIDE WALlS I I 8 •'' INVERT SHAPING CONCRETE FILL A #4 BARS 12" O.C.E.W. SLAB #4 BARS 8" O.C.E.W. BOTTOM SLAB _ SIDEWALLS & BOTTOM SEC7'IONALAB-A (SEE NOTES 1 & 2) SECTIONA A SECTION B -B ELEVATION (SEE NOTES 1 & 2) SINGLE GRATE INLET SINGLE RECESSED CURB INLET & CURB INLET W EXTENSION D1-00 Dl -01 28 -DAY CONCRETE STRENGTH = 3000 GRATE SHALL BE PEDESTR AN CLE GRATES SHALL BE INSTALLED - - - - - ' _ 3116" 7/16"ILe 3/4" U 2" psi IN SIDEWALK AREA. _ _ �� - - - - ? I Qki q�0 A fl��ffflflfl� VAA ��DODpi' DIAGONAL2-DAY CONCRETEA FLOW MA ERMINE __IQD-- STRENGTH 3000 psi 2HOLES + I LINE - - - - - --1 F�VFT RRE-ROD - I i � O.D.+6" MIN. 3' COVERAAND IRON MANHOLE PLAN ----- .�- --' 314' (2)314" � ' SQUARE (30" DIA.) A CROSS SECTION PLAN 6" TOP SLAB E PLAN MINIMUM DISTANCE BETWEEN TWO PIPES 112" FLAT FACED GOTHIC O.O. + 611 MIN 18" TO 36" -12" APART w/APPROPRIATE CITY TITLE 'CITY #4 BARS, 12" O.C.E.W. 6" TOP SLAB E #4 BARS 6" O:C.E.W. 48" OR LARGER -18'1 APART OF BRYAN uoMr A PouuTE �� DRAINS TO A SIDE WALLS #4 BARS, 12" O.C.E.W. i SIDE WALLS TOP SLAB No SURA RIVERS I I ; O.D.+6" MIN. _ _ I LARGE MOUTH BASS LOG T --� 8" BOTTOM WALLS I F 6" TOP MIN F i + VARIES O SLAB 3/4" FLAT FACED GOTHIC (2) PLACES „ 311 MIN. EACH SIDE �c-S SIDE 81, BOTTOM — — — — — Irl 1 SEE NOTE #4 BARS WALLS SLAB - T T T T T T 12" O.C.E.W. SF,CT70NA A #4 BARS, 8 O.C.E.W. BARS, 8" O.C.E.W. SIDEWALLS 8" BOTTOM) CITY OF COLLEGE STATION DON'T A POLLUTE J� DRAINS A BOTTOM SLAB SEE NOTES 1 & 2 6"SIDE WALLS "#4 BOTTOM SLAB SLAB -'+ 6" SIDE WALLS NO BASURA VERS ( ) (SEE NOTES 1 & 2) SECTIONA A #4 BARS 8" O.C.E.W. BOTTOM SLAB —112" FLAT FACED GOTHIC (SEE NOTES 1 & 2) W/gppROPRiATE CITY TITLE STORM SEti�V'ER IN STREETS 28 DAY SECTIONA A CONCRETE STRENGTH ol 3000 BASS LOGO psi DOUBLE BARREL JUNCTION BOXGRATE INLET PLATE [PI INLET Fp-1--o-41 D 1-02 � -051 ELEV AS SHOWN ON THE PLANS CLI WITH H/3 WHEN H=4' OR MORE MATE T TSE T HOLE DETAIL 28 -DAY CONCRETE STRENGTH = 3000 psi CONCRETE CHANNEL LINING MINIMUM WIDTH DRAINAGE EASEMENT 15' MIN. 5' MIN. „ 2 1 1 MAX. E 11� I'MIN. 1 .......... MAXIMUM SLOPE TT TICAL LINED CHANNEL SECTION BLOCK SOD OR ENKAMATW/HYDRa4ii H STANDARD CHANNEL SECTION D2-02 I Diameter I D - of Pipe i (D) #3 "U" BARS 9" 1 PER BLOCK -7 p DISSIPATOR C BL TION 2' MAX DISSIPA TOR PROVIDE RIP -RAP ROCK BLOCK (MIN. 20LB PIECES) �. 6" ---- O 12" 6" 1 -6 APRON SLOPE TO O - - - - MATCH RECEIVING I J 6„ FLOWLINE SLOPE 300 VARIES !I �' 6" 24" #4 BARS 12" O.C.E.W. WALLS, BOTTOM SLAB, & TOE SECTIONA A PLAN 28 -DAY CONCRETE STRENGTH = 3000 psi MINIMUM DISTANCE BETWEEN TWO PIPES 18" TO 36" -12" APART 48" OR LARGER -18" APART ! 11 Ord 111ii •, & END WALL WITH WINGS TH AS DESIGNATED---- STRUCTURALBACKFILL AREA INCLUDES SELECT I PIANNSS SECTTONA A 1 " 1 -0 MATERIA AND SHALL EXTEND 6' BEYOND THE CURB 5' ROCKS, t LINE. STRUCTURALBACKFILL SHALL BE BIC �P ( OR AS DESIGNATED ON PLANS MINIMUM D6, MAXIMUM DRY DENSITY AS PER ASTM 0698 �J OPTIMUM WITHIN OPTIMUM TO +40/a WET OF OPTIMUMJG QyP AREAS `(i. #3 BARS @ 18" O.C.E.W. MINIMUS CENTER OF THE OUTSIDE LAYER OF BARS 2" FROM" „ ` THE SURFACE OF THE CONCRETE. TOTAL QUANTITIES 24^ INCLUDE ONE 20 DIAMETER LAP FOR ALL BARS OVER LIALWAYSBZED SAND AS AMINIMCEMENT MINSTABIMUM 6'-0" IN LENGTH. 6'� REINFORCING STEEL FOR ONE HEADWALL REQUIRED. REQUIRED. BARS Ai -Ax VHEIGHT ARIES OTE: MIN. 18" TO( WALL TO BE CONSTRUCTED `�. MATCH tLELEV. 1 I—,r .- WEEP HOLE 1/3 HEIGHT AT BEGINNING & END OF CONCRETE �TTTTTTTi-1�� BARS S DITCH CHANNEL & RIP -RAP SECTIONS. BARS W #411 #3@18"t „ 2 0 ( VARIES I 12"X12" GALV. HWD. CLI WITH H/3 WHEN H=4' OR MORE MATE T TSE T HOLE DETAIL 28 -DAY CONCRETE STRENGTH = 3000 psi CONCRETE CHANNEL LINING MINIMUM WIDTH DRAINAGE EASEMENT 15' MIN. 5' MIN. „ 2 1 1 MAX. E 11� I'MIN. 1 .......... MAXIMUM SLOPE TT TICAL LINED CHANNEL SECTION BLOCK SOD OR ENKAMATW/HYDRa4ii H STANDARD CHANNEL SECTION D2-02 I Diameter I D - of Pipe i (D) #3 "U" BARS 9" 1 PER BLOCK -7 p DISSIPATOR C BL TION 2' MAX DISSIPA TOR PROVIDE RIP -RAP ROCK BLOCK (MIN. 20LB PIECES) �. 6" ---- O 12" 6" 1 -6 APRON SLOPE TO O - - - - MATCH RECEIVING I J 6„ FLOWLINE SLOPE 300 VARIES !I �' 6" 24" #4 BARS 12" O.C.E.W. WALLS, BOTTOM SLAB, & TOE SECTIONA A PLAN 28 -DAY CONCRETE STRENGTH = 3000 psi MINIMUM DISTANCE BETWEEN TWO PIPES 18" TO 36" -12" APART 48" OR LARGER -18" APART ! 11 Ord 111ii •, & END WALL WITH WINGS D3-00 STRUCTURALBACKFILL AREA INCLUDES SELECT I ALL PAVED AREAS (SIDEWALKS, STREETS, SECTTONA A ALLEYS, DRIVEWAYS AND PARKING AREAS) �`\�. MATERIA AND SHALL EXTEND 6' BEYOND THE CURB 5' ROCKS, t LINE. STRUCTURALBACKFILL SHALL BE BIC �P INCHES i CEMENT STABIUZEDOPTION NO. 21N W4-02) MINIMUM OR EXCAVATED SOIL COMPACTED TO 98%ASTM Q� D6, MAXIMUM DRY DENSITY AS PER ASTM 0698 �J OPTIMUM WITHIN OPTIMUM TO +40/a WET OF OPTIMUMJG QyP AREAS `(i. (OPTION NO.1 IN W4-02) t�'." Q- MINIMUS FRONTELET ATION MIME .1 N _ BARS G BARS E BARS S 6- 8 RS "BARS A PROVIDE A 12" FOOTING AS SHOWN WHERE REQUIRED TO MAINTAIN 4" MIN, COVER FOR PIPES. CONCRETE FOR FOOTING SHALL BE ADDED TO TOTAL QUANTITIES SHOWN, SIDE EMEtiA TION VCRETE -16 1"_ 3000 psi - BARS V BARS S j 30° ARS �sAna � G BARS Ai -Ax i-Vx NEW STREET AREAS IN UNDER PIPE " " ` --------- -- - -- SECTTONA A BARS G BELL) PIP THE TRENCH BOTTOM SHALL BE 6� PLAN VIET47 (MIN. 20LB RIP -RAP 6" HEIGHT \ DISSIPATOR BLOCKS TO BE B/C INSTALLED AS SHOWN IN FOR TTHE PIPE BARREL BETWEEN DETAIL D3-00 * PE MUST DESIGN TRENCH DETAIL 8" MIN./12" MAX. BELL HOLES SITE SPECIFIC FOR HDPE PIPE, GENERAL NOTES: 00000 IL ' ALL EXPOSED CORNERS SHALL BE CHAMFERED 314". *00000 REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE OUTSIDE LAYER OF BARS 2" FROM" „ ` THE SURFACE OF THE CONCRETE. TOTAL QUANTITIES 24^ INCLUDE ONE 20 DIAMETER LAP FOR ALL BARS OVER LIALWAYSBZED SAND AS AMINIMCEMENT MINSTABIMUM 6'-0" IN LENGTH. STRUCTURAL BACKFILL REINFORCING STEEL FOR ONE HEADWALL REQUIRED. REQUIRED. BARS Ai -Ax BARS B BARS Bi-Bx BARS C BARS DI -Ox BARS E BARS F BARS G BARS S BARS Vii BARS W #411 #3@18"t #3@18"t #4@12't #3@12"t #5 #4 #3 #4 #4@12"t 1 #5 CONCRETE HEADWALL FOR 2 PIPES D3-01 ORIGINAL GROUND OR BOTTOM OF SUB -GRADE ERIA (CAVATED FROM THE DITCH,WHICH IS FREE OF d;:','°:;• ° a; PS, CLODS, OR DEBRIS LARGER THAN TWO (2) 1E LARGEST DIMENSION COMPACTED TOA 2" iCOMPACTED CEMENT STABILIZED 90% OF MAXIMUM OENSIITY AS DETERMINED BY STANDARD)) AT A MOISTURE CONTENT WITHIN / ., SAND, 1-1/2 SACK/CY PUGMILL +4% OF OPTIMUM UNDER NON-STRUCTURAL PIPE OO.D. 'ARDS AND TO ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PASTURES, EASEMENTS) A 98% OF MAXIMUM DENSITY AS DETERMINED 8 4"MIN PIPE. MANUALLY CONSOLIDATE AT DPTIMUM MOISTURE 0 JG Jk OPTIMUM TO +4°c'�/o OF OPTIMUM UNDER NEW STREET AREAS IN UNDER PIPE " " ` �C5 4Q` PAVEMENT AREAS AND STREETS TO BE RECONSTRUCTED. BELL) PIP THE TRENCH BOTTOM SHALL BE L/7 6" HEIGHT GRADED SO AS TO PROVIDE VARIES B/C FOR TTHE PIPE BARREL BETWEEN > ' ' 'SIDEWALK. * PE MUST DESIGN TRENCH DETAIL 8" MIN./12" MAX. BELL HOLES SITE SPECIFIC FOR HDPE PIPE, 5 HDPE PIPE IS NOT TO BE w PAVEMENTER PUBLIC STREET LIALWAYSBZED SAND AS AMINIMCEMENT MINSTABIMUM BEDDING AND TRENCH FOR REINFORCED STRUCTURAL BACKFILL AREA REQUIRED. REQUIRED. CONCRETE PIPE AND BOX CULVERTS D3-02 D3-03 GENERAL NOTES: 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS: INLET DEPTH (FT.) BASE ((MEASURED FROM FLOWLINE THICKNESS TOFINAL GRADE) 0-12---------.8,. 12 AND OVER-------- 12" 2. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. 3. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. 4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. THICKNESS AS DESIGNP ION PLANS #3 BARS @ 18" O.C.E.W. OR AS DESIGNATED-•� ON PLANS X11 MATCH fE•ELEV.__1_\ 1 j- 00�1 r 11_6.1 1 /!� .. L/7 6" HEIGHT Z VARIES O WEEP HOLE 113 HEIGHT w -12"X12" GALV. HWO. 18" TO 36" AS CLOTH 114" MESH DESIGNATED l WITH GRANULAR ON PLANS 6J IL- MATERIAL NOTE: MIN. 18" TOE WALL TO BE CONSTRUCTED AT BEGINNING & END OF CONCRETE DITCH CHANNEL & RIP -RAP SECTIONS. 2"0 D2-00 5' 15' S' 5' H/3 WHEN e H=4'OR MORE ��— 28 -DAY CONCRETE STRENGTH = 3000 psi WEEP HOLE DETAIL I' CONCRETE RIP -RAP D2-01 THICKNESS AS DESIGNATED HANDRAIL ON PLANS #3 BARS @ 18" O.C.E.W. 1'-0" _11! OR AS DESIGNATED ON PLANS #3 BARS @ 12" O.C.E.W. MATCH IfLELEV. 4 �i 18" TOE DOWN 18" TO 36" AS (ALSO AT FLUME ENDS) DESIGNATED .L.. :� ON PLANS -� 6" � CONCREr 28 -DAY CONCRETE STRENGTH = 3000 psi STANDARD FLUME SECTION EXPANSION JOINTS AT 60' O.C. 02-04 I-IJ2" LETTERING LETTERING STYLE:r !II �� `� �� !1BOOKMAN OLD STYLE1 RECESSED FLUSH 2: NOTE: STORM SEWER LIDS TO BE USED FOR PUBLIC STORM SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE STORM SEWER SYSTEMS. 1" LETTERING --- (RECESSED FLUSH) _.,�,�,.� • � $ HEIGHT VARIES �.r,. 28 -DAY CONCRETE STRENGTH = 3000 psi NOTE: 18" TOE WALL TO BE CONSTRUCTED AT BEGINNING & END OF CONCRETE E- DITCH LINING & RIP -RAP SECTIONS. JDE SLOPE PROTECTION11 D2-03 COVER FACE NOTE: STORM SEWER LIDS TO BE USED FOR PUBLIC STORM SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE STORM SEWER SYSTEMS. OF COV.I,R -112" -112" 1842-A oa,�a �l N°lDVMR /•�\ BOTTOM T TEW OF COVER -3-1/4" DIA 32-3116" DIA 114" DIA NEOPRENE GASKET 7116"Ly------ ERING STYLE: 30" DIA OLDSTYLE 2-9/16" FLUSH t-33-15116" DIA 40-3/4" DIA FRA1t1F,F, .TI N S � U MACHINED SURFACE 32" DIA 3-13/16" I 518" �1-112" 2-7116" i- -�. 7ie" 2-718"p�� R 1-3/4" H.R.S. RODLG COVER SECTION PIC"AR DETUT COT, TR FACE 1" LETTERING (RECESSED FLUSH) "LETTERING ETTERING STYLE: IOOKMAN OLD STYLE RECESSED FLUSH) - 9116" _- 4-112" 5116" NHOLE RING AND COVER M. DUC LEIRON V-1432--3 D4-00 . 25.318" DIA 211" HOLES 24-1/4" DIA S0 APART 22-1/8" DIk_j 1-114" 2,. 5.. " -j 311-718-718" FIMME SEG'TION 2-114" BEARING SURFACE 1-318" y 3/4„ --moi IE ---1-1/4'• PICK. HOLE DETAIL STANDARD MANHOLE RING AND COVER 24"DE4. DUCHLEIRON V -1342A l D4-01 L_J CITY OF BRYAN The food Life, r'exas Style: DRAWN BY: C. L. M. DATE: 08-01112 SCALE: N T )s APPROVED: W. P. K. F= I G U''I R E: SHEET 11 OF 1 GARAGE LEVEL 1 GARAGE LEVEL 2 85 PARKING SPACES 91 PARKING SPACES 2 HANDICAP SPACES 2 HANDICAP SPACES SEE SHEET C2 FOR PARKING GARAGE LAYOUT PARKING ANALYSIS SECOND STREETAPARTMENTS REQUIRED PARKING: 56 BEDROOMS (1 BEDROOMS) 1.5 SPACES PER BEDROOM 84 SPACES REQUIRED TOTAL 144 BEDROOMS (2 BEDROOMS) 1-505 SPA . G PER BEDROOM (BR < 130 SF) 180 SPACES REQUIRED TOTAL 264 x 0.75 = 198 TOTAL SPACES REQUIRED PROPOSED PARKING. 176 SPACES 4 HANDICAP SPACES 180 TOTAL SPACES PROVIDED 20 BICYCLE SPACES *AN ADMINISTRATIVE ADJUSTMENT IS BEING REQUESTED FOR THE 18 ADDITIONAL PARKING SPACES REQUIRED. N VISITOR PARKING IS BEING PROVIDED DUE TO THE AVAILABLE CITY PAID PARKING IN THE AREA. Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 38.68' 25.00' 088'39'13- 24.42' 34.94' NBS-05.28-E C2 37.35' 25.00' 1 085'36'18- 23.15' 33.97' N01 -02.17-W MANHOLE -GAS --________ GAS UTILITY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 60 GPM MAXIMUM (PEAK) 243 GPM 3" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE .(@- 907* -°OF ---WATER -DEMAND) --- AVERAGE 55 GPM MAXIMUM (PEAK) 220 GPM 8" SANITARY SEWER LINE 0 2.08% MIN. SLOPE FIXTURE UNITS = 1778 FIXTURE UNITS ALLOWED = 1920 PIPE SLOPE OK \r GAS - ---- GAS - VV PROPERTYBOUNDARY 20 10 0 20 OF CURB PUBLIC UTILITY EASEMENT SETBACK PROPOSEDBACK a \ \ PROPOSED WATER LINE IRRIGATION .. 1�����" ��Ct���i C �` rte' n• n. c�..�.. r PROPOSED SIDEWALK 8- FLOW DIRECTION •• .' 0 GATE VALVES •SANITARY SEWER MANHOLE Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 38.68' 25.00' 088'39'13- 24.42' 34.94' NBS-05.28-E C2 37.35' 25.00' 1 085'36'18- 23.15' 33.97' N01 -02.17-W MANHOLE -GAS --________ GAS UTILITY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 60 GPM MAXIMUM (PEAK) 243 GPM 3" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE .(@- 907* -°OF ---WATER -DEMAND) --- AVERAGE 55 GPM MAXIMUM (PEAK) 220 GPM 8" SANITARY SEWER LINE 0 2.08% MIN. SLOPE FIXTURE UNITS = 1778 FIXTURE UNITS ALLOWED = 1920 PIPE SLOPE OK \r GAS - ---- GAS - VV � 20 10 0 20 SCALE IN FEET EXISTING \ \ 'I 8" WATER LINE IRRIGATION �Iy,B AND DOMESTIC WATER METERS p 8- `� r If 1 f D THE PITNER FAMILY ' 1 ILIMITED PARTNERSHIP c PROPOSED 1BOYETT SUBDIVISION I IRRIGATION LINE LOT 3, BLOCK 19 & SLEEVE & PgRT OF LOT 4, BLOCK 19'' 0 (TYP.) rna l� m En 10 G �{ T GAS 00 l EXISTING I " R LINE 8 WATER D e i 3. °` z U) g� V. Uj Q f Y W 0--o / BOND, R. J. LO U � &� BOYETT SUBDIVISION OD e / LOT 2, BLOCK 19 . / PROPOSED • °. TREE WELL CS SECOND STREET APARTMENTS, LLC EXISTING FIRE BOYETT SUBDIVISION HYDRANT LOT 3R, BLOCK 5 EXISTING GAS LINE GAS GAS --T-- GAS � r.0 SECOND ST. 27 PAVEMENT\ ` STREET TREE R.O.W. VARIES 01 y' (25' O.C. TYP.) 11 p L 1110. FDC LOCATION CS SECOND STREET APARTMENTS II, LLC BOYETT SUBDIVISION PARTS OF LOTS 1 & 2, BLOCK 5 GAS - EXISTING 8" WATER LINE i t .,3gs J r-- 20' MAX. f s BUILDING SETBACK \ 10' MIN. j 23' BUILDING SETBACK - ( STORM DRAIN LINE 2 !BIKE RACKS __1 00 e (TYP.) I PER GARAGE LEVEL PROPOSED 8' WIDE CS SECOND STREET APARTMENTS II, LLC BOYETT SUBDIVISION LOT 1, BLOCK 5 GAS - GA.-�- - / PARK BENCH (50' O.C. TYP.) c Q 10' MIN. \ \ BUILDING SETBACK EROSION &SEDIMENT CONTROL NOTES: SITE SPECIFIC NOTES: 1. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH 1. THE OWNER & DEVELOPER OF THE PROPERTY IS CS SECOND STREET APARTMENTS 11, U.C. n HAS BEEN BARED BY CONSTRUCTION. SUBJECT LOTS 1-8, BLOCK 20 OF W.C. BOYETT ESTATE PARTITION. THE PROPERTY IS ZONED NG - 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVER MEANS NECESSARY TO MINIMIZE NORTHGATE RESIDENTIAL EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE 2. PROPOSED BUILDING IS 6 STORIES, TWO LOWER LEVELS OF PARKING GARAGE AND 4 UPPER LEVET _ INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. OF RESIDENTIAL BUILDING. THE BUILDING WILL BE FULLY SPRINKLED. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT 3. THE MINIMUM REQUIRED FIRE FLOW FOR A RESIDENTIAL BUILDING IBC TYPE IIIA OF 177,233 SF c" CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT 6,000 GALLONS PER MINUTE. THE BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRE I; -OF 1 2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT FIRE FLOW BY 50 % (3,000 GPM). TWO FIRE HYDRANTS ARE REQUIRED. THE HYDRANT FLOW WII / i STREla* ETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. BE PROVIDED BY EXISTING HYDRANTS. JW -8J W 4. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO AS 4. THE DENSITY IS 142 UNITS PER ACRES (128 UNITS AT 0.901 ACRES). AS .GAS GTif TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. ' 5. THIS PROPERTY IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BRAZt S. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR1500a0 COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 48041CO305F, EFFECTIVE APRIL 2, 2014. REQUIREMENTS FOR CONSTRUCTION SITES. EXISTING MANHOLE 1 6. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO A PROPOSI 6. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY STORMWATER COLLECTION SYSTEM IN BOYETT STREET AND BE CONVEYED TO A TRIBUTARY OF BURT( RIM = 347.40 i CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL CREEK. DETENTION IS PROPOSED IN AN UNDERGROUND DETENTION FACILITY. B" FL IN = 337.63' GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UN11L 8" FL OUT =337.43' t` MOVED LE CONTRACTOR. GET1VEGROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN 7. DRAINAGE AND GRADING INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING At RE 7. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE 8. THE DISTURBED AREA FOR THIS PROJECT IS 0.901 ACRES (39,248 SF). PROJECT SITE. 9. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 1 DEMOLITION & CONSTRUCTION NOTES: 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 1. ALL CONSTRUCTION ACTIVITIES, TO INCLUDE CLEARING, GRUBBING, AND GRADING SHALL BE WITHIN THE 11. THE DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST. LIMITS OF DISTURBED AREA SHOWN ON THIS PLAN. 16' �-. 1 348-' 12. ACCESS SHALL BE PROVIDED AT ALL TIMES FOR CITY INSPECTIONS, MAIL DELIVERY, GARBAGE PICK -L 2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DIAL -A -RIDES, UTILITY, SCHOOL BUSES, AND OTHER HEALTH AND SAFELY -RELATED VEHICLES. ACCE M + / DEMOLITION. MUST NOT REQUIRE DRIVERS TO EXIT THEIR VEHICLE. 3. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN, PRIOR 13. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PI -'jRA9r I TO COMMENCING DEMOU RON WORK. CInc. almwN wig SU ELECTRICAL DESIGN PLANS FOR DEfA11 SDESIGN FOR THIS PROJECT, REFER TO UTILITY SHEET Al 1 COMPACTOR w I` 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN GATES � PLACE. CSU ELECTRICAL CONTACT: CSU ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES 20' MAX. 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD PH: 979-764-6314 34E� STAIR g2 BUILDING SETBACK ri SURFACE 14 THE DUMPSTER ENCLOSURE SHALL BE 6' TALL THERE MAY NOT BE ANY OBSTRUCTION IN THE CENT 6 ALL E�BEN NG RESTORS THAT ED TO AORIGINRE TO REMAIN ITIONPLACE WH B IEICH ARATDAMA SOLE RING COS OFC THE OF THE ENCLOSURE THAT WOULD KEEP SOLID WASTE SERVICES FROM SHIFTING THE CONTAINER OVEI SHAPROPOSED 6 STORY CONTRACTOR. 15. A KNOX BOX SECURITY KEY SYSTEM SHALL BE LOCATED ON THE BUILDING, A KNOX BOX SWITCH \BUILDING f ' N w7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON EACH GATE & KNOX CAPS ON THE FDC. LEVELS 1 & 2 PARKING (\ SITE, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY 16. THE FIRE SUPPRESSION UNE SHALL HAVE A LOCKABLE UD ON THE ISOLATION VALVE, THE LOCKAB (� POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID AT MINIMUM. Grp ILLOORS 3 - 6 ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. MULTI -FAMILY RESIDENTIAL �'c ` I " GENERAL NOTES v \ ' TREE PLANTER NOTES: \ 3 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF 1. 'TREES SHALL BE PLANTED IN A MINIMUM 4'-5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEP CONSTRUCTION IS REQUIRED. OF AT LEAST 4'. A MINIMUM 6` GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL F 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. DRAINAGE. THIS WILL ONLY APPLY IN AREAS WHERE THE SIDEWALK IS NOT STRUCTURAL, 07HERN � 348- - CU SOIL MAY BE REQUIRED. i EXISTING 6' SIDEWALK �I� ini r 4.-=rri Iutil}��N Nr --i NEELI • • Y� '_ =_ ON GO t W EXISTING o/ 6" WATER LINE ST ST • '__ , / r �:� Vii. �' �L� • � L7_1ST EXISTING MANHOLE LI a:_-- • ?�ti �.. �... -"�=I '1�':�r� r �tlV�o�i��iTri ra � ^•i rr ��� - • `" r�ri -=- _- T ST ST ST ST ST • 'R �._--r-!.rl,--..�-.:i' ".I�k'jra 1a. �r II+� I W. • • • • , , . • 3. ALL SITE WORK CONSTRUCTION IS TO BE DONE IN CONFORMANCE WITH THE BRYAN/COLLEGE STATION 1 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: 1 2012 STANDARD DETAILS AND SPECIFICATIONS UNLESS OTHERWISE STATED IN THE PLANS. ALL d•n CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO I ((fin 4. ALL UTILITY LINES (WATER, GAS. SANITARY SEWER, G.T.E., STORM SEWER, ETC. SHOWN ARE TAKEN QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT 2. ANY TOPSI I BEDDING MIX ON SHEET C2. OF THE SOIL B DOES NOT MEET THE SPECIFICATIONS FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS THAT E _ ,.m NCE I ABOVE GROUND FIELD EVIDENCE. OR SIDEWALKS THAT ARE B HORIZON SUBSOIL SOI w OBTAINED BY FROM CITY &--INDEPENDENT AGENCIES .AND/OR A B. ALL SOILS EXCAVATED FOR FOUNDATIONS (SUBSOIL) � SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. ` ` SHALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS r(A THE SOIL BEDDING MIX ON SHEET C2. 7 . -• 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. O 0 O C. BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTI 0 i6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED SPECIFICATIONS. DO DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND to m NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMPLETI r- C7 MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY UNE. PLEASE NOTE THE SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH O C = THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND 20" BELOW FINAL TOPSOIL t7 CERTIFICATE OF OCCUPANCY. D N 0 D E. BEFORE TOPSOIL INSTALLATION, CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE TO ALL ' 5 A 7. LANDSCAPING G AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL IS FREE OF DEBRIS AND MEETS PENETRABIU to C STANDARDS. z m 8. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED . v r DEVELOPMENT ORDINANCE. F. THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TABLE 1. EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS. CONTRACTOR MUST AMEND SOIL AND/ IMPORT SOIL ACCORDING TO THE CITYS RECOMMENDATIONS IN ORDER TO MEET UST I\ TE STORAGE AREAS MECHANICAL EQUIPMENT AIR CONDITIONING ELECTRICAL METER AND 9' TYP. 9. SOLID WAS SERVICE COMPONENTS, AND SIMILAR DEVICES, WETHER GROUND LEVEL, WALL MOUNTED, OR 'ROOF REQUIREMENTS. wMOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING MATERIALS 3�j SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE PRINCIPLE G. FOR TOPSOIL INSTALLATION SPREAD 2-3" T APPROVED TOPSOIL ON EXISTING SOIL TILL ADC 20' TYP. BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE COLORS, AND SOIL WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6". ADD AN ADDITIONAL 4` SCALE TO MAINTAIN A UNIFIED APPEARANCE ACCEPTABLE METHODS OF SCREENING VARIOUS APPROVED TOPSOIL TO BRING THE AREA UP TO GRADE. EXISTING UNDERGROUND EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS. ELECTRICAL LINE I I 10. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. no 11. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE " EXISTING v) w LID SHALL AN ALT'ERNAT'E PLY THE SAME LOCKABLE UD PROTECTION BE APPROVED BY COLLLLEGE�STA ONLOCKING UTILITIES AT A MINIMUM. DIRECTOR OR '...... t 8 SEWER LINE D DESIGNEE, PRIOR TO INSTALLATION. 12. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR -------- � TRENCH SAFETY REQUIREMENTS. \ ALL ROOF- AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR \ *- WITHIN 150' NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY RARESIDENTIAL DISTRICT 0' OF THE LOT, MEASURED FROMA POINT FIVE FEET ABOVE THE GRADE CE I I PROPOSED ELECTRICAL TRANSFORMER LOCATION ------------- -- I� I w ELEC. C. ROOM LOBBY #2 N \ ELEV. f2 Fes. \ RM. STREET TREE (25' O.C. TYP.) -- " i ------~--S-10 --- -_______5-10 Q F�, ,�n� n uz Fir s..* 10 SEWER LINE STORM SEWER PIPE EXISTING MANHOLE - -_g_10 -- EXISTINGtpARKTNG�GIRAGE"ENTRANCE 347-��' _ RIM = 343.13' BOYETT STREET s-� ts-----____- � EXISTING 342- " . - � -- S-10-_______._S�yO ~- GAS LINE 10" FL IN = 333.29' N -v 28 PAVEMENT PARK BENCH a S-10 ---� -5_70 8 FL IN = 333.36 Q '- . (50' O.C. TYP.) U' CjQ,�Ls S� 10" FL OUT = 333.22' --343 50 R.O.W. � EXISTING MANHOLE 8 GAS ______�"-344- GAS GAS GAS " RIM _ 344.69' '' _:..; GAS _ 8 FL IN 335.87 -- -GAS GAS GAS GAS GAS GPS '� 8" FL IN =' 334.59' - GAS _ -GAS GAS._- �G GAS ._ AS GAS = - -._,__ " , _ - -GAS 10 FL OUT = 334.49 9-M th1 - =Lam _� • •. ,.Jchultz Engineering, LLL; 2730 , Lon mire Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 JANUARY 2015 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L. DOYEN P.E., LICENSE NO. 109835, ON JANUARY 5. 2015. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. Q r t�ni SECOND STREET APARTMENT S W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX TOTAL SQUARE FOOTAGE = 177,233 TOTAL NUMBER OF UNITS = 128 UNIT DENSITY = 142 UNITS/ACRE SECOND STREET VICINITY MAP w n w �T� •�-w iT� SITE PLAN SHEET 1 OF 2 HrHI'1 I MCIV 10 TOTAL AREA = 0.901 ACRES W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 VOL. 100, PG. 440 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' JANUARY 2015 OWNER: CS SECOND STREET APARTMENTS 11, LLC 16800 WESTGROVE DR, SUITE 600 ADDISON. TEXAS 75001 DEVELOPER: SENECA INVESTMENTS 16800 WESTGROVE DR. SUITE 100 ADDISON, TEXAS 75001 (214) 265-8686 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SURVEYOR: STRONG SURVEYING 1722 BROADMOOR, SUITE 105 BRYAN, TEXAS 77802 (979) 776-9836 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION. TX 77842 (979)764-3900 SHEET Cl J wm rn �' z rna l� m En i EXISTING 6' SIDEWALK �I� ini r 4.-=rri Iutil}��N Nr --i NEELI • • Y� '_ =_ ON GO t W EXISTING o/ 6" WATER LINE ST ST • '__ , / r �:� Vii. �' �L� • � L7_1ST EXISTING MANHOLE LI a:_-- • ?�ti �.. �... -"�=I '1�':�r� r �tlV�o�i��iTri ra � ^•i rr ��� - • `" r�ri -=- _- T ST ST ST ST ST • 'R �._--r-!.rl,--..�-.:i' ".I�k'jra 1a. �r II+� I W. • • • • , , . • 3. ALL SITE WORK CONSTRUCTION IS TO BE DONE IN CONFORMANCE WITH THE BRYAN/COLLEGE STATION 1 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: 1 2012 STANDARD DETAILS AND SPECIFICATIONS UNLESS OTHERWISE STATED IN THE PLANS. ALL d•n CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO I ((fin 4. ALL UTILITY LINES (WATER, GAS. SANITARY SEWER, G.T.E., STORM SEWER, ETC. SHOWN ARE TAKEN QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT 2. ANY TOPSI I BEDDING MIX ON SHEET C2. OF THE SOIL B DOES NOT MEET THE SPECIFICATIONS FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS THAT E _ ,.m NCE I ABOVE GROUND FIELD EVIDENCE. OR SIDEWALKS THAT ARE B HORIZON SUBSOIL SOI w OBTAINED BY FROM CITY &--INDEPENDENT AGENCIES .AND/OR A B. ALL SOILS EXCAVATED FOR FOUNDATIONS (SUBSOIL) � SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. ` ` SHALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS r(A THE SOIL BEDDING MIX ON SHEET C2. 7 . -• 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. O 0 O C. BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTI 0 i6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED SPECIFICATIONS. DO DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND to m NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMPLETI r- C7 MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY UNE. PLEASE NOTE THE SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH O C = THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND 20" BELOW FINAL TOPSOIL t7 CERTIFICATE OF OCCUPANCY. D N 0 D E. BEFORE TOPSOIL INSTALLATION, CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE TO ALL ' 5 A 7. LANDSCAPING G AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL IS FREE OF DEBRIS AND MEETS PENETRABIU to C STANDARDS. z m 8. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED . v r DEVELOPMENT ORDINANCE. F. THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TABLE 1. EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS. CONTRACTOR MUST AMEND SOIL AND/ IMPORT SOIL ACCORDING TO THE CITYS RECOMMENDATIONS IN ORDER TO MEET UST I\ TE STORAGE AREAS MECHANICAL EQUIPMENT AIR CONDITIONING ELECTRICAL METER AND 9' TYP. 9. SOLID WAS SERVICE COMPONENTS, AND SIMILAR DEVICES, WETHER GROUND LEVEL, WALL MOUNTED, OR 'ROOF REQUIREMENTS. wMOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING MATERIALS 3�j SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE PRINCIPLE G. FOR TOPSOIL INSTALLATION SPREAD 2-3" T APPROVED TOPSOIL ON EXISTING SOIL TILL ADC 20' TYP. BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE COLORS, AND SOIL WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6". ADD AN ADDITIONAL 4` SCALE TO MAINTAIN A UNIFIED APPEARANCE ACCEPTABLE METHODS OF SCREENING VARIOUS APPROVED TOPSOIL TO BRING THE AREA UP TO GRADE. EXISTING UNDERGROUND EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS. ELECTRICAL LINE I I 10. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. no 11. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE " EXISTING v) w LID SHALL AN ALT'ERNAT'E PLY THE SAME LOCKABLE UD PROTECTION BE APPROVED BY COLLLLEGE�STA ONLOCKING UTILITIES AT A MINIMUM. DIRECTOR OR '...... t 8 SEWER LINE D DESIGNEE, PRIOR TO INSTALLATION. 12. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR -------- � TRENCH SAFETY REQUIREMENTS. \ ALL ROOF- AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR \ *- WITHIN 150' NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY RARESIDENTIAL DISTRICT 0' OF THE LOT, MEASURED FROMA POINT FIVE FEET ABOVE THE GRADE CE I I PROPOSED ELECTRICAL TRANSFORMER LOCATION ------------- -- I� I w ELEC. C. ROOM LOBBY #2 N \ ELEV. f2 Fes. \ RM. STREET TREE (25' O.C. TYP.) -- " i ------~--S-10 --- -_______5-10 Q F�, ,�n� n uz Fir s..* 10 SEWER LINE STORM SEWER PIPE EXISTING MANHOLE - -_g_10 -- EXISTINGtpARKTNG�GIRAGE"ENTRANCE 347-��' _ RIM = 343.13' BOYETT STREET s-� ts-----____- � EXISTING 342- " . - � -- S-10-_______._S�yO ~- GAS LINE 10" FL IN = 333.29' N -v 28 PAVEMENT PARK BENCH a S-10 ---� -5_70 8 FL IN = 333.36 Q '- . (50' O.C. TYP.) U' CjQ,�Ls S� 10" FL OUT = 333.22' --343 50 R.O.W. � EXISTING MANHOLE 8 GAS ______�"-344- GAS GAS GAS " RIM _ 344.69' '' _:..; GAS _ 8 FL IN 335.87 -- -GAS GAS GAS GAS GAS GPS '� 8" FL IN =' 334.59' - GAS _ -GAS GAS._- �G GAS ._ AS GAS = - -._,__ " , _ - -GAS 10 FL OUT = 334.49 9-M th1 - =Lam _� • •. ,.Jchultz Engineering, LLL; 2730 , Lon mire Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 JANUARY 2015 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L. DOYEN P.E., LICENSE NO. 109835, ON JANUARY 5. 2015. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. Q r t�ni SECOND STREET APARTMENT S W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX TOTAL SQUARE FOOTAGE = 177,233 TOTAL NUMBER OF UNITS = 128 UNIT DENSITY = 142 UNITS/ACRE SECOND STREET VICINITY MAP w n w �T� •�-w iT� SITE PLAN SHEET 1 OF 2 HrHI'1 I MCIV 10 TOTAL AREA = 0.901 ACRES W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 VOL. 100, PG. 440 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' JANUARY 2015 OWNER: CS SECOND STREET APARTMENTS 11, LLC 16800 WESTGROVE DR, SUITE 600 ADDISON. TEXAS 75001 DEVELOPER: SENECA INVESTMENTS 16800 WESTGROVE DR. SUITE 100 ADDISON, TEXAS 75001 (214) 265-8686 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SURVEYOR: STRONG SURVEYING 1722 BROADMOOR, SUITE 105 BRYAN, TEXAS 77802 (979) 776-9836 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION. TX 77842 (979)764-3900 SHEET Cl BOYETT STREET SIDE SECOND STREET SIDE 8'-0" TYPE 4 CURB 6- 18" #4 Bars BRICK PAVER SIDEWALK O 12" O.C.E.W. F1 COMPACTED SUBGRADE (SEE SIDEWALK j.'.,•';.,., CONSTRUCTION NOTE 3) 5" Conc. w/ 1" SAND CUSHION O 12` 0 .E.W. 9" s" - TYPICAL SIDEWALK SECTION N.T.S. C Irrigation Line --� (See Irrigation Plan for Size) LANDSCAPE CONTRACTOR TO 6" Conc. Pvm't. FULLY REMOVE COMPACTED REMOVED AND REPLACED. Cleanout AND NA71VE SOIL TO 6" Curb WITHGRADE IN THE LIMITS OF THE GRATE SAND LOAM AND 20% COMPOSTED HARDWOOD MULCH. 4 WHEN PLANTING STREET TREES APPROVED EQUAL. STREET TREES TO BE BED IN L BEDDING MIX. 4" Drain Line Perforated PVC •' 4 REFUSE, ROOTS, NOXIOUS SEEDS, STICKS, GRASSES AND ANY w/Geotextile Wrap THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. .r � ii�■iii MULCH: A Y2" MINUS PARTICLE SIZE, Within Tree 526. B. COMPOSTED HARDWOOD ; 6. Bedding Area Only) OF 6 MONTHS THAT IS FREE OF BIO -SOLIDS, ANIMAL MANURE, WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP ROCKS, REFUSE, NOXIOUS SEEDS, AND OTHER FOREIGN I C. TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO LL F 24 I iiI -- C Irrigation Line --� (See Irrigation Plan for Size) TREE GRATE DETAIL N.T.S. Grate From w/ Conc. Anchor (typ) Stab. Subgrade 4" PVC Perforated Underdroln Wrapped in Geotextile Fabric (FLEX -Drain or approved equal) To be capped at each end. w 0 V) w w ry F- U -1 U BOYETT STREET SIDE S' 1Minimuml 6" Tree GrateBrk (Neenah #R-8713 AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE Paver (Sae Detail) Sidewalk REMOVED AND REPLACED. 1. BEDDING MIX: A MIXTURE BY VOLUME THAT CONSISTS OF 80% 4. '11111 SAND LOAM AND 20% COMPOSTED HARDWOOD MULCH. APPROVED EQUAL. A. SAND LOAM: A CLEAN, FRIABLE, SANDLOAM OIL CONTAINING L CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE LESS THAN 20% CLAY THAT IS FREE OF ROCKS, SUBSOIL, �i�iiii■iii' REFUSE, ROOTS, NOXIOUS SEEDS, STICKS, GRASSES AND ANY THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. .r � ii�■iii MULCH: A Y2" MINUS PARTICLE SIZE, 526. B. COMPOSTED HARDWOOD ; 6. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE TREE GRATE DETAIL N.T.S. Grate From w/ Conc. Anchor (typ) Stab. Subgrade 4" PVC Perforated Underdroln Wrapped in Geotextile Fabric (FLEX -Drain or approved equal) To be capped at each end. w 0 V) w w ry F- U -1 U BOYETT STREET SIDE S' 1Minimuml 6" Tree GrateBrk (Neenah #R-8713 AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE Paver (Sae Detail) Sidewalk BEbWNG'Ulx' 5" Conc. w/ JA®iI)' rW 'a '. Siops:n..:• Compacted Subgrade (typ) See Sidewalk Construction ate 3 Irrigation Pipe (sch. 40) Undisturbed w/3" PVC Sleeve Earth (typ) (See Pian for Sizes) 15 mil Moisture Barrier (as Manufactured by Stego Industries or approved equal) -- 6" Layer of 3/8" Pea Gravel SIDEWALK SECTION AT TREE GRATES N.T.S. SECOND STREET SIDE U.1 0 V) w w t -- V) ry ry W v GRATE HALVES BOLTED TOGETHER W/ (2) Y2 -13x3 SS HEX BOLT & HEX NUT W/ WASHERS. NOTE: 1. 60" X 60" NEENAH FOUNDARY CAST IRON TREE GRATE MODEL # R -8738-A1. 2. MATERIAL SHALL BE CAST IRON ASTM A-48, CLASS 358 FINISH, NOT PAINTED. TREE GRATE DETAIL N.T.S NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. BRICK PAVERS 6" WIDE ( FOR EDGII 1" THICK SAND BE 5" THICK #3 REBAR (6" FOR [ 1 " C.E.W BRICK DIMENSIONS: 71'iB'x3i13"x2" RUNNeER BOND NOTES: 6" WIDI 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE, AND SHALL RUN PARALLEL TO STREET. 3. CONCRETE SHALL HAVE A 28 -DAY STRENGTH OF 3500 PSI BRICK PAVER DETAIL N.T.S YS) STEEL REINFORCING BARS * CONCRETE PAVEMENT) CURBa ti.: �'' a •� 24" 1/4"R 6. 15"�► r 3" 3.R 3"R1' " 1/4"R - - 3" 1 s. 1 3" 3' 3" 2" �24 L"j 3" TYPICAL CURB I)ETAIL N:1'.S. (27) STEEL SLATS ARE FORMED FROM Y4"x1 X" SOLID STEEL SEAT MEMBERS = #4 BARS 0 = 3/4" X 18" SMOOTH EXPANSION DOWELS 1/2" x 2" SOLID STEEL BAR, WELDED AND GROUND CLEARANCE FOR 1/2" NOTES: ANCHOR BOLTS 17 1. MODEL: STEELSITES SERIES #RB -28 BY VICTOR STANLEY INC. OR PRE -APPROVED EQUIVALENT. LENGTH: 6 -FT 2. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER -COATED WITH POLYESTER POWDER COATINGS. 3. ALL WELDS SHALL BE POLISHED UNTIL THEY DISAPPEAR, FORMING A CONTINUOUS SURFACE. 4. BENCHED SHALL BE INSTALLED ON A 4" THICK CONCRETE PAD. SIDEWALK CONSTRUCTION NOTES: SIDEWALK BENCH DETAIL 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN_ ON THE PLANS AND SHALL HAVE A MINIMUM 28 --DAY COMPRESSIVE STRENGTH OF _3500 =-PSG THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED" ANY WEAK OR SOFT [--Z6"' W \-6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN * 6" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. * 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N r.S. 108" AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE r 6' ATEA CH END REMOVED AND REPLACED. 1. BEDDING MIX: A MIXTURE BY VOLUME THAT CONSISTS OF 80% 4. '11111 SAND LOAM AND 20% COMPOSTED HARDWOOD MULCH. APPROVED EQUAL. A. SAND LOAM: A CLEAN, FRIABLE, SANDLOAM OIL CONTAINING L CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE LESS THAN 20% CLAY THAT IS FREE OF ROCKS, SUBSOIL, CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT REFUSE, ROOTS, NOXIOUS SEEDS, STICKS, GRASSES AND ANY THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM MULCH: A Y2" MINUS PARTICLE SIZE, 526. B. COMPOSTED HARDWOOD ; 6. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE OF 6 MONTHS THAT IS FREE OF BIO -SOLIDS, ANIMAL MANURE, WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP ROCKS, REFUSE, NOXIOUS SEEDS, AND OTHER FOREIGN I CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO LL F 24 I iiI a !I� MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS THOROUGHLY MIX ALL COMPONENTS UNIFORMLY TO CREATE A 2% FOR SIDEWALKS AND PAVEMENT. HOMOGENOUS SOIL MIXTURE. 8. ALL ADA ACCESS PATH(S), SIDEWALK(S), AND PARKING SHALL D. SUBMIT SAMPLES PER SUBMITTAL REQUIREMENT FOR APPROVAL. 15"+►) 6" �30- MIN. 6" [:-30" MIN. 6" -15" -31 BIKE RACK DETAIL NX.S. 1. 4" MIN CALIPER TREE ON BOYETT STREET. 2. 3" MIN CALIPER TREE ON CHERRY AND SECOND STREETS. 3. REFER TO LANDSCAPE PLAN FOR TREE TYPES. 4. TREE GRATE - SEE DETAIL. 5. BRICK PAVERS - SEE DETAIL. 6. AMEND SOIL PER BEDDING MIX NOTES. 7. STREET TREE SOIL: BEDDING MIX. TREE PLANTER DETAIL - A N.T.S N.T.S SC;hultz Engineering, 2730 , Lon mire Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 JANUARY 2015 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L. DOYEN P.E., LICENSE NO. 109835, ON JANUARY 5, 2015. R IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. SECOND S T:".EET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX SITE PLAN SHEET 2 OF 2 a STREET TREE PLANTING NOTES 1. LANDSCAPE CONTRACTOR TO FULLY REMOVE COMPACTED SUBGRADE AND NATIVE SOIL TO THE SIZE OF CONTAINER WHEN PLANTING STREET TREES. 2. FULLY REMOVE ALL CONSTRUCTION DEBRIS, TRASH, ROCKS AND ANY OTHER MATERIAL GREATER THAN 2" IN DIAMETER. 3. INSTALL BEDDING MIX. 4. DIG PLANTING HOLE WIDTH 12" LARGER THAN ROOTBALL ON ALL SIDES. 5. SCARIFY ROOT BALL. 6. ROOT FLARE SHALL BE EXPOSED. SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET r� AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE BEDDING MIX NOTES: REMOVED AND REPLACED. 1. BEDDING MIX: A MIXTURE BY VOLUME THAT CONSISTS OF 80% 4. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR SAND LOAM AND 20% COMPOSTED HARDWOOD MULCH. APPROVED EQUAL. A. SAND LOAM: A CLEAN, FRIABLE, SANDLOAM OIL CONTAINING 5. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE LESS THAN 20% CLAY THAT IS FREE OF ROCKS, SUBSOIL, CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT REFUSE, ROOTS, NOXIOUS SEEDS, STICKS, GRASSES AND ANY THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM MULCH: A Y2" MINUS PARTICLE SIZE, 526. B. COMPOSTED HARDWOOD COMPOSTED HARDWOOD MULCH MATERIAL COMPOSTED A MINIMUM 6. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE OF 6 MONTHS THAT IS FREE OF BIO -SOLIDS, ANIMAL MANURE, WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP ROCKS, REFUSE, NOXIOUS SEEDS, AND OTHER FOREIGN WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO C. ALL MIXING SHALL TAKE PLACE AT THE CONTRACTOR'S YARD, COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. USING COMMERCIAL MIXING EQUIPMENT SUFFICIENT TO 7. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS THOROUGHLY MIX ALL COMPONENTS UNIFORMLY TO CREATE A 2% FOR SIDEWALKS AND PAVEMENT. HOMOGENOUS SOIL MIXTURE. 8. ALL ADA ACCESS PATH(S), SIDEWALK(S), AND PARKING SHALL D. SUBMIT SAMPLES PER SUBMITTAL REQUIREMENT FOR APPROVAL. BE IN ACCORDANCE WITH TAS, CURRENT EDITION SAMPLES SHALL BE OBTAINED RANDOMLY FROM THE LOT BEING DELIVERED TO THE SITE OR FROM THE STOCK PILE. SC;hultz Engineering, 2730 , Lon mire Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 JANUARY 2015 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L. DOYEN P.E., LICENSE NO. 109835, ON JANUARY 5, 2015. R IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. SECOND S T:".EET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX SITE PLAN SHEET 2 OF 2 a STREET TREE PLANTING NOTES 1. LANDSCAPE CONTRACTOR TO FULLY REMOVE COMPACTED SUBGRADE AND NATIVE SOIL TO THE SIZE OF CONTAINER WHEN PLANTING STREET TREES. 2. FULLY REMOVE ALL CONSTRUCTION DEBRIS, TRASH, ROCKS AND ANY OTHER MATERIAL GREATER THAN 2" IN DIAMETER. 3. INSTALL BEDDING MIX. 4. DIG PLANTING HOLE WIDTH 12" LARGER THAN ROOTBALL ON ALL SIDES. 5. SCARIFY ROOT BALL. 6. ROOT FLARE SHALL BE EXPOSED. SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET r� N ORTHkoff ATE ,IDEWALK .RESIDENTIAL- SITE DEVELOPMENT WITH .DEMOLITION,, DRAINAGE,. PAVEMENT, & JL I I JJLL 1 �4� 1 IF --:j R Ir VICUTY MAP' OWNER: CS SECOND STREET APARTMENTS II, LLC. 16800 WESTGROVE DR, SUITE 600 ADDISON, TEXAS 75001 SENECA INVESTMENTS 16800 WESTGROVE DR, SUITE 100 ADDISON, TEXAS 75001 (214) 265-8686 IMPROVEMENTS A A rE AR I'll 10 N w 0 C 0 BI 0 Y J"o s 89 0 -/K 20 COLLEGE STATION, TEXAS 0 � 0 chultz 0 a ngineering, TBPE FIRM REGISTRATION NO.* 12327 2730 LONGMIRE, SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., LICENSE NO. 109835 APRIL 12, 2015 RELEASED FOR CONSTRUCTION ... DEVEN L DOYEN... ?� 109835 . U FIRM # 12327 SCHULTZ ENGINEERING, LLC AS S 0 C IA'-1 E"D UTILI�TY SCHEDULE OF SHEETS SHEET TITLE C1 SITE PLAN -SHEET 1 OF 2 C2 SITE PLAN -SHEET 2 OF 2 C3 DEMOLITION PLAN C4 GRADING PLAN C5 PAVEMENT PLAN C6 UTILITY PLAN C7 PUBLIC WATER LINE PLAN & PROFILES C8 DRAINAGE PLAN & EROSION CONTROL PLAN C9 PUBLIC &PRIVATE STORM SEWER PLAN &PROFILE C10 TRAFFIC CONTROL PLAN S302 DETENTION VAULT SECTION &DETAILS FIGURE ST STANDARD STREET DETAILS FIGURE SW STANDARD SIDEWALK DETAIL S FIGURE W1 STANDARD WATER DETAILS 11 HEFT 1 OF 2 FIGURE W2 STANDARD WATER DETAILS HEET 2 OF 2 FIGURE St STANDARD SEWER DETAILS SHEET 1 OF 2 FIGURE S2 STANDARD SEWER DETAILS SHEET 2 OF 2 FIGURED STANDARD DRAINAGE DETAI S 11 GARAGE LEVEL I GARAGE L FVF_I 9_ 85 PARKING SPACES 91 PARKING SPACES 2 HANDICAP SPACES 2 HANDICAP SPACES SEE SHEET C2 FOR PARKING GARAGE LAYOUT PARKING ANALYSIS AND STREET APARTMENTS REQUIRED PARKING: 56 BEDROOMS (1 BEDROOMS) 1.5 SPACES PER BEDROOM 84 SPACES REQUIRED TOTAL 144 BEDROOMS (2 BEDROOMS) I-9.9; gPACFR PFR RFnROCM (RR t� 130 SF) 180 SPACES REQUIRED TOTAL 264 x 0.75 - 198 TOTAL SPACES REQUIRED PROPOSED PARKING:_ 176 SPACES 4 HANDICAP SPACES 180 TOTAL SPACES PROVIDED 42 BICYCLE SPACES *AN ADMINISTRATIVE ADJUSTMENT IS BEING REQUESTED FOR THE 18 ADDITIONAL PARKING SPACES REQUIRED. NO VISITOR PARKING iS BEING PROVIDED DUE TO THE AVAILABLE CITY PAID PARKING IN THE AREA. **ADDITIONAL BICYCLE PARKING SPACES ARE PROVIDED TO HELP WITH THE DECREASE IN VEHICULAR PARKING SPACES THE PI MER FAMILY PROPOSED LEGEND LIMITED PARTNERSHIP rs IRRIGATION LINE BOYETT SUBDIVISION & SLEEVE PROPERTY BOUNDARY BACK OF CURB - PUBLIC UTILITY EASEMENT -- SETBACK S-8 PROPOSED SANITARY SEWER LINE W-8 PROPOSED WATER LINE ST ST PROPOSED STORM SEWER LINE OEMPROPOSED SIDEWALK -� FLOW DIRECTION �ph FIRE HYDRANT >1 GATE VALVES 0 SANITARY SEWER MANHOLE ( PROPOSED STREET LIGHTS EXISTING STREET LIGHTS Curve Table CURVE # LENGTH RADIUS I DELTA I TANGENT I CHORD I CHORD DIRECTION C1 M.N' 25.00' 1 088'39'13' 24.42' 34.94' 1 N86'OW28'E C2 37.35' I 25.0(Y 085'36'18' 23.15' 33.97' 1 N01'02'17'W 2ND STREET CLO 0o h o 0.0 o I 8 dCK 20 i I 11 sP I5 C-4 ( IT O 0 ! BOYETT STREET CS SECOND STREET APARTMENTS, LLC EXISTING FIRE BOYETT SUBDIVISION HYDRANT LOT 3R, BLOCK 5 EXISTING GAS LINE \� GAS GAS GAS GAS GAS `1 SECOND ST. 145 20 10 0 20 "NO PARKING ANYi ME" 27' PAVEMENT AND "TOW -AWAY ZONE" R.O.W. VARIES SCALE IN FEET SIGNS STREET TREE �� � (25' O.C. TYP.) EXISTING EXISTING-,-,, .-... ..r.r. ��' 8" WATER LINE STREET LIGHT PROPOSED STREET LIGHT 8 _- ---w-8 PROPOSED LOCATION FOR STOP & STREET SIGNS RELOCATION .p M r 3 :> LOT 3, BLOCK 19 (TYP.) m �y A �� & PART OF LOT 4, BLOCK 19 00 .. L lILI1 1 DEMAND i ° WATER DEMAND PER LEASE SPACE � o MINIMUM 0 GPM AVERAGE 60 GPM MAXIMUM (PEAK) 243 GPM 3" DOMESTIC WATER METER +� G -------GAS M "NO PARKING ANYTIME" 00 AND "TOW -AWAY ZONE" SANITARY SEWER DEMAND EXISTING 3 SIGNS PER LEASE SPACE 8" WATER LiNE (0 90% OF WATER DEMAND) AVERAGE 55 GPM MAXIMUM (PEAK) 220 GPM 8" SANITARY SEWER LINE ' °' 0 2.08% MIN. SLOPE > ' FIXTURE UNITS = 1778 FIXTURE UNITS ALLOWED = 1920 a0 PIPE SLOPE OK ° ' . Z Lj W>tL' D ° < W rN BOND, R. J. 0 U) 00 ^� BOYETT SUBDIVISION 00 ". ; - N / J LOT 2, BLOCK 19 3 D PROPOSED p ° STREET LIGHT PROPOSED �:' TREE WELL STORM DRAIN LINE 00 "a' (TYP.) PROPOSED 8' WIDE' p : SIDEWALK (TYP.) EXISTING n 6' SIDEWALK ° PARK BENCH-,, \ �O ��3 00 ' ° (50' C.C. TYP.) el QF NEELLEY, A. G. "NO PARKING ANYTIME• BOYETT SUBDIVISION ,� I AND "TOW -AWAY ZONE LOT 1, BLOCK 19 3 SIGNS EXISTING a PROPOSED- cn �6 2" WATER LINE PRIVATE SEWER SERVICE -------W- -2 - -----� ,yy_2 EXISTING FIRE �s W-2------.�..W-2 ___-_-�-W-2 W-2 -----_ HYDRANT. r . w-z w-s s - 8" GATE VALVE �rii t ii'.Tl�twi►aiwT:: u111����•►•II��rII►At�r4rsw r ttX/11•IMm!••mmrjm !r arm t>rm>,tnnl�r _.t�1i �':: � �: ltl>•t�Itlttttti<loll'I�l1�L/l1'�tE'lL�R1l13i=iifL STREET LIGHT T Tom■ T � T T T T T = T I1M _„ M-j FIRE DEPARTMENT t CONNEC11ON (FDC)- " DOMESTIC l ETER VAULT _ ROPTSEDUE OS INSET A 1 "=10' 15' PUE 8832/i48 CS SECOND STREET APARTMENTS II, LLC BOYETT SUBDIVISION PARTS OF LOTS 1 & 2, BLOCK 5 GASS 0Z GAS GAS EXISTING 8" WATER LINE `1g6 CS SECOND STREET APARTMENTS II, LLC BOYETT SUBDIVISION N LOT 1, BLOCK 5 ¢ CO 7 IT -G 8 - W-GAS WGAS EXISTING MANHOLE RIM = 347.40' 8" FL IN = 337.63' 8" FL OUT=337.43' PROPOSED. 10' MIN. ACCESS EASEMENT [BUILDING SETBACK I - �;;.■; S PARK • PROPOSED G F01' NO PARKING SIGN TO BE REMOVED t t ` • V) BUILDING SETBACK DOOR FDC LOCATION PROPOSED 6 STORY ■ INSET A BUILDING S� STOPP`R • t as STREET SIGNS as Gs FLOORS 3 - 6 TO BE RELOCATED MULTI -FAMILY RESIDENTIAL 01 C • t 34.8 L J ^ 347 r - Jj f (IS , r -ISTING -01 1 HSV& 1s MIN n �( ;�� • t t • • t �'.� ,a • BUILING SETBACK Cn i. - a+i t BUILDING2 BIKE RACKS v •t PER GARAGE LEVE 41 •I loPROPOSED UNDERGROUW1 _ MI t • ' • 1 �T l � ` --- 1►SIT i► ► _ _ THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY S C h u itz LICENSE L. DOYEN, P.E., Engineering, LLC LICENSE N0. 109835 2730 Long mire, Suite A APRIL 12, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 APRIL 2015 -., s ! .�: 41. i _ *SEVEN L DOYEN 'ss 109835 FIRM #•12327�� SCHULTZ ENGINEERING, LLC CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8. BLOCK 20 - COLLEGE STATION, TX EROSION 1. & SEDIMENT CONTROL NOTES: APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH SITE SPECIFIC NOTES: 1. THE OWNER & DEVELOPER OF THE PROPERTY IS CS SECOND STREET APARTMENTS 11. LLC THE BOYETT ESTATE PARTITION. THE PROPERTY IS ZONED NG-3, HAS BEEN BARED BY CONSTRUCTION. SUBJECT LOTS i-8, 13LOCK 20 OF W.C. NOR1HGAfE RESiDEN71AL 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE 2. PROPOSED BUILDING IS 6 STORIES, TWO LOWER LEVELS OF PARKING GARAGE AND 4 UPPER LEVELS INSTALLATION OF A CONSTRUCTION EXiT AND SILT FENCE AS NECESSARY. OF RESIDENTIAL BUILDING. THE BUILDING WILL BE FULLY SPRINKLED. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT 3. THE MINIMUM REQUIRED FIRE FLOW FOR A RESIDENTIAL BUILDING fBC TYPE IRA OF 177,233 ;SF IS CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT 6,000 GALLONS PER MINUTE. THE BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED FIRE FLOW BY 50 X (3,000 GPM). TWO FIRE HYDRANTS ARE REQUIRED. THE HYDRANT FLOWf, WILL OF 1/2' OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. BE PROVIDED BY EXISTING HYDRANTS. 4. CONSTRUCTION EXIT iS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO AS 4. THE DENSITY IS 142 UNITS PER ACRES (128 UNITS AT 0.901 ACRES). TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. 5. THIS PROPERTY IS NOT WITHIN THE 100-YR FLOODPLAIN ACCORDING TO THE FIRM FOR BRAZOS 5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO, 1D(R150000 COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 48041CO305F, EFFECTIVE APRIL 2, 2014. REQUIREMENTS FOR CONSTRUCTION SITES. 6. THE STORMWATER RUNOFF FROM THiS DEVELOPMENT WILL BE DISCHARGED INTO A PROPID 6. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY STORMWATER COLLECTION SYSTEM IN BOYETT STREET AND BE CONVEYED TO A TRIBUTARY OF BURTON CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL CREEK. DETENTION IS PROPOSED IN AN UNDERGROUND DETENTION FACILITY. GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN 7. DRAINAGE AND GRADING INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND REMOVED BY CONTRACTOR. DRAINAGE PLANS. 7. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE 8, THE DISTURBED AREA FOR THIS PROJECT IS 0.901 ACRES (39,248 SF). PROJECT SITE. 9. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. DEMOLITION & CONSTRUCTION NOTES- 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 1. ALL CONSTRUCTION ACTIVITIES, TO INCLUDE CLEARING, GRUBBING, AND GRADING SHALL BE WITHIN THE 11. THE DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST. LIMITS OF DISTURBED AREA SHOWN ON THIS PLAN. 12. ACCESS SHALL BE PROVIDED AT ALL TIMES FOR CITY INSPECTIONS, MAIL DELIVERY, GARBAGE PICK-UP, 348 2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DIAL -A -RIDES, UTILITY, SCHOOL BUSES, AND OTHER HEALTH AND SAFETY -RELATED VEHICLES. ACCESS DEMOLITION. MUST NOT REQUIRE DRIVERS TO EXIT THEIR VEHICLE. i 3. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN, PRIOR 13, ALL ELECTRICAL IMPROVEMENTS SHALE. BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER TO COMMENCING DEMOLITION WORK. THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT, REFER TO UTILITY SHEET AND CSU ELECTRICAL DESIGN PLANS FOR DETAILS. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTIU71ES THAT ARE TO REMAIN IN PLACE. CSU ELECTRICAL CONTACT: CSU ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD PH: 979-764-6314 SURFACE 14. THE COMPACTOR ENCLOSURE SHALL HAVE A 1 fi' WIDE BY 8' TALL ROLL -UP ODOR. THE COMPACTOR 6. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION WILL BE A 15 CY ROLL OFF STYLE COMPACTOR CONTAINER. SHALL BE RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 15. A KNOX BOX SECURITY KEY SYSTEM SHALL BE LOCATED ON THE BUILDING, A KNOX BOX SWITCH ON EACH GATE & KNOX CAPS ON THE F'DC. 7, SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON I SITE, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY 16• THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE, THE LOCKABLE POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. UO SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID AT MINIMUM. AN ALTERNATE LOCKABLE LiD SHALL BE APPROVED BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. GENERAL NOTES 17. THE EXACT LOCATION OF THE STREET LIGHTS WILL BE DETERMINED IN THE FIELD. 1. THE CONTRACTOR SHALL BE RESPONSIBL- FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING 18. REFER TO BUILDING CONSTRUCTION DRAWING FOR EXACT LOCATIONS AND SIZING. UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. TREE PLANTER NOTES: 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 1• •RES SHALL BE PLANTED IN A MINIMUM V-5' SQUARE AREA OF TOPSOIL EXTENDING TO A, DEPTH OF AT (EAST 4'. A MINIMUM 6' GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR 3. ALL SITE WORK CONSTRUCTION IS TO BE DONE IN CONFORMANCE WITH THE BRYAN/COLLEGE STATION DRAINAGE THIS WILL ONLY APPLY IN AREAS WHERE THE SIDEWALK IS NOT STRUCTURAL, OTHERWISE 2012 STANDARD DETAILS AND SPECIFICATIONS UNLESS OTHERWISE STATED IN THE PLANS. ALL CU SOIL MAY BE REQUIRED. CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 2. THE FOLLOWING SAIL SPECIFICATION SHALL APPLY: 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMA11ON BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS ITO ITS OBTAINED BY FROM CITY do INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. THAT DOES NOT MEET THE SPECIFICATIONS OF THE SOIL BEDDING MIX ON SHEET C2. (A O 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE B HORIZON (SU8501L)'.SOILS O SHALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF A 6. � EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED OPAQUE HOUSING AND THE SOIL BEDDING MIX ON SHEET C2. Z � DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A C. BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION co:I = MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE PERMIT AND SPECIFICATIONS. nC THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TiME OF BUILDING CERTIFICATE OF OCCUPANCY. D, BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMPLETED, THE SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF CD> � 7. r+T LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE do 20' BELOW FINAL TOPSOIL Z IRRIGATION PLANS E. BEFORE TOPSOIL CONTRACTOR SHALL GIVE THE CITDEB 48 NOTICE 10 j ALLOW Z m 8. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED D M INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL 15 FREE OF DEBRIS AND MEETS PENET'RABILIIY E SITLI TO EN 14 r- DEVELOPMENT ORDINANCE. STANDARDS. 9. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AiR CONDITIONING, ELECTRICAL METER, AND IF F. THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TABLE IF SERVICE COMPONENTS, AND SIMILAR DEVICES, WETHER GROUND LEVEL, WALL MOUNTED, OR ROOF M EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST UST AMEND SOIL AN MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING MATERIALS IMPORT SOIL ACCORDING TO THE q TYS RECOMMENDATIONS IN ORDER TO MEET US1m SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE PRINCIPLE REQUIREMENTS. BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE COLORS, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF SCREENING VARIOUS G. FOR TOPSOIL INSTALLATION SPREAD 2-3' OF APPROVED TOPSOIL ON EXISTING SOIL TILL! ' ADDED EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS SOIL WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 8'. A00 AN ADDITIONAL i 4' OF 10. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. APPROVED TOPSOIL TO BRING THE AREA UP TO GRADE. 11. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID, AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALT BE APPROVED 13Y COLLEGE STATION UTILITIES DIRECTOR OR REVIEWED DESIGNEE, PRIOR TO INSTALLATION n 12. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 OFR PART 1926 SUBPART P FOR ti./ R TRSNCH SAFETY REQUIREMENTS. COMPLIANCE 13. ALL ROOF- AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE PR 212015 14. THE REQUIRED FLOOR -TO -AREA RA110 IS MET BY THE PROPOSED SQUARE FOOTAGE. THE AREA PROVIDED (108,380 SF) SURPASSES THE THE REQUIRED SQUARE FOOTAGE (34134 SF). THI CALCULATION DOES NOT INCLUDE EASEMENTS, SETBACKS, AND SIDEWALK. COLLEGE ST TI O N DEVELOPME NTIM ERVICES PLAT FILED: i' T15' PUE 4833/196 346 PROPOSED ELECTRICAL TRANSFORMER LOCATION SiTE PLAN! bUILDiNG #s FIRE DESIGN Constr. Type �C Bid. Size SF No. Stories Sprinkled JY/N) No. FHs (Locations) Required Flow VICINITY MAP SITE PLAN SHEET 1 OF 2 I - --� ED I CO L� NCE I APR 2 1 2015 COLLEGE STATI ENGINEERING TOTAL SQUARE FOOTAGE = 177,233 NUMBER 1 BEDROOM UNITS = 56 NUMBER 2 BEDROOM UNITS = 72 OVERALL TOTAL OF UNITS = 128 DENSITY = 142 UNITS/ACRE CHERRY STREET APARTMENTS TOTAL AREA = 0.901 ACRES W.C. BOYEiT ESTATE PARTITION LOTS 1-8, BLOCK 20 VOL 100, PG. 440 COLLEGE STATION, BRAZOS COUNTY, TEX' SCALE: 1 "=20' APRIL 2015 OWNER: SURVEYOR: CS SECOND STREET APARTMENTS 11, LLC STRONG SURVEYING 16800 WESTGROVE DR, SUITE 600 1722 BROADMOOR, SUITE 105 ADDISON, TEXAS 75001 BRYAN, TEXAS 77802 (979) 776-9836 DEVELOPER: ENGINEER: SENECA INVESTMENTS SCHULTZ ENGINEERING, LLC. 16800 WESTGROVE DR, SUITE 100 PO BOX 11995 ADDISON, TEXAS 75001 COLLEGE STATION, TX 77842 (214) 265-8686 (979)764-3900 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET I J 0 m U) '4 m TTI U) 0 m BOYETT STREET SIDE SEDDING MIX NOTES, 1. BEDDING MIX: A MIXTURE BY VOLUME THAT CONSISTS OF 8OX SAND LOAM AND 20% COMPOSTED HARDWOOD MULCH. A. SAND LOAM: A CLEAN, FRIABLE, SANDLOAM OIL CONTAINING LESS THAN 20% CLAY THAT IS FREE OF ROCKS, SUBSOIL, REFUSE, ROOTS, NOXIOUS SEEDS, STICKS, GRASSES AND ANY CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. B. COMPOSTED HARDWOOD MULCH: A 7¢' MINUS PARTICLE SIZE, COMPOSTED HARDWOOD MULCH MATERIAL COMPOSTED A MINIMUM OF 6 MONTHS THAT IS FREE OF BIO-SOLIDS, ANIMAL MANURE, ROCKS, REFUSE, NOXIOUS SEEDS, AND OTHER FOREIGN CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. C. ALL MIXING SHALL. TAKE PLACE AT THE CONTRACTOR'S YARD, USING COMMERCIAL MIXING EQUIPMENT SUFFICIENT TO THOROUGHLY MIX ALL COMPONENTS UNIFORMLY TO CREATE A HOMOGENOUS SOIL MIXTURE. D. SUBMIT SAMPLES PER SUBMITTAL. REQUIREMENT FOR APPROVAL . SAMPLES SHALL BE OBTAINED RANDOMLY FROM THE LOT BEING DELIVERED TO THE SITE 3R S M THE STOCK PILE. SIDEWALK CONSTRUCTION NOTES: 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND 'PROOF -ROLLED'. ANY WEAK OR SOFT AREAS IDENTIFIED BY THE 'PROOF -ROLLING' SHALL BE REMOVED AND REPLACED. 4. JOINT SEALANT MATERIAL TO BE SONNEBORN SL-1 OR APPROVED EQUAL 5. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXOOT ITEM 526. 6. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 7. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2X FOR SIDEWALKS AND PAVEMENT. 8. ALL ADA ACCESS PATH(S), SIDEWALK(S), AND PARKING SHALL. BE IN ACCORDANCE WITH TAS, CURRENT EDITION 1/2" x 2' SOLID STEEL BAR, WELDED AND GROUND (27) STEEL SLATS ARE FORMED FROM 1/4' x 1j' SOLID STEEL SEAT MEMBERS .�ttf, 4- -CLEARANCE FOR 1 /2- ANCHOR BOLTS Lam: 1. MODEL: STEELSITES SERIES #RB-28 BY VICTOR STANL.EY INC. OR PRE -APPROVED EQUIVALENT. LENGTH: 6-FT 2. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER -COATED WITH POLYESTER POWDER COATINGS. COLOR BLACK. 3. ALL WELDS SHALL BE POLISHED UNTIL THEY DISAPPEAR. FORMING A CONTINUOUS SURFACE. 4. BENCHED SHALL BE INSTAI.Lm ON A 4' THICK CONCRETE PAD. SIDEWALK BENCH DETAIL N.T.S. m m 0 m SECOND STREET SIDE STOR. tiOILfR ROdi ELEY. 1 5 STAIR IIz EQQIP. Lmy 1 16 5 11 11 20' TYP. 23' TYP. 6 D 9' TYP. SECOND LEVEL PARKING GARAGE 91 N PARKING SPACES 2 N HANDICAP PARKING SPACES F 23' 6 4 3 2 N BIKE RACKS PER GARAGE LEVEL STAIR jl LY J4 M. #2 16 EQIiP r BRICK PAVERS 6" WIDE CURB FOR EDGING 1" THICK SAND BED 5" THICK CONCRETE #3 REBAR (6` FOR DRIVEWAYS) 18" O.C.E.W PATTERNo RUNNER BOND (LONG SIDE OF BRICK PARALLEL BRITO STREET CURB) CK_ DIMENSIONS: 7 9W X 3W X 236" 8" WIDE CURB NOTEES: 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE, AND SHALL RUN PARALLEL TO STREET. 3. CONCRETE SHALL HAVE A 28-DAY STRENGTH OF 35M PSI BRICK PAVER DETAIL N.T.S. BOYETT STREET SIDE NOTES- 1. 4' MIN CALIPER TREE 2. REFER TO LANDSCAPE PLAN FOR TREE TYPES. 3. TREE GRATE - SEE DETAIL. 4. BRICK PAVERS - SEE DETAIL. S. AMEND SOIL PER BEDDING MIX NOTES. 6. STREET TREE SOIL BEDDING MIX. STREET TREE PLANTING NOTES 1. LANDSCAPE CONTRACTOR TO FULLY REMOVE COMPACTED SUBGRADE AND NATIVE SOIL TO THE SIZE OF CONTAINER WHEN PLANTING STREET TREES. 2. FULLY REMOVE ALL CONSTRUCTION DEBRIS, TRASH, ROCKS AND ANY OTHER MATERIAL GREATER THAN 2" IN DIAMETER. 3. INSTALL BEDDING MIX. 4. DIG PLANTING HOLE WIDTH 12" LARGER THAN ROOTBALL ON ALL SIDES. S. SCARIFY ROOT BALL 6. ROOT FLARE SHALL BE EXPOSED. TREE PLANTER DETAIL N.T.S. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY Schultz Engineering, LLC D EN DOYEN, P.E., LICCENSE N0. 109835 2730 , Lon mire Suite A APRIL 12, 2015 Longmire, College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRUNG DLD DLD JPS 14-323 APRIL 2015 tom "f!k. ZRIN _ s... EVEN'L DOYEN ...... 109835 +�� FIRM # 12327 SCHULTZ ENGINEERING, LLC 35' 9' 1 108 6" AT EACH END . •a, - b . •d d a a' • d a' and d CF d •C3 0 A a ad . • d• e a d. f f--15"+) [::-3 0*MIN 30` MIN. 5" 31 6' 6" 6" BIKE RACK DETAIL N.T.S. = #4 BARS NOTE: ALL CURBS 6' IN HEIGHT 0 = 3/4" X 18" SMOOTH UNLESS NOTED OTHERWISE EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. 5' (MINIMUM) VARIES B' 6' VARIES 5' (MINIMUM) BRICK PAVER BRICK PAVER SIDEWALK 18- #4 BARS 9' SIDEWALK 18- #4 BARS {SEE DETAIL) O 12" O.C. (SEE DETAIL) O 12" O.C. #4 O 12" O.C.E.W. Bf�DiNG'MIX 6" LAYER OF 'BEDDING MIX 5" CONC. W/ I 3/8' PEA GRAVEL ' ` #4 4 12O.C.E.W. STAB. SUBGRADE <• `;,� STAB. SUBGRADE `' y UNDISTRIBUTED `SLOPE TO DRAIN PIPE EARTH (TYP.) UNDISTRIBUTED SLOPE TO DRAIN 'PIPE,.'.*.-,.'. EARTH (TYP.) -- �- :_ �;.: ' ': '' UNDISTRIBUTED EARTH ) I SLE(E}. IRRIGATION00W1 UNDISTRIBUTED IRRIGATION 3PSLEEVE SE PVC SLEEVE (SEE 4" PVC PERFORATED 4' PVC PERFORATED EARTH (TYP.) PLAN FOR SIZES) PLAN FOR SIZES) 15 (AIL MANUFACTURED BARRIER I I UWRAf+PE� IN UNJERDRAIN WRAPPED IN I I STEGO INDUSTRIES OR GEOTEXTILE FABRIC GEOT£Xi1LE FABRIC 6' OF 15 MIL MOISTURE BARRIER (AS (FLEX -DRAIN OR APPROVED 3/8' PEA GRAVEL MANUFACTURED BY STEGO APPROVED EQUAL) (FLEX -DRAIN OR APPROVED EQUAL) EQUAL) INDUSTRIES OR APPROVED EQUAL) SIDEWALK BEDDING SECTION DETAIL NOT LOCATED ON BACK OF CURB SIDEWALK BEDDING DETAIL N.T.S. N.T.S. TREE GRATE 5' (MINIMUM) 6"TREE L VARIES 6" 6' VARIES 6` 5' (MINIMUM) (NEl74Ah1 #R-8713) (N[3 NNAIi #R 8713) BRICK PAYER BRICK PAVER SIDEWALK 3' OF HARDWOOD MULCH IRRIGATION PIP GRATE FRAM 3' Of HARDWOOD MULCH SIDEWALK (SEE DETAIL) (SCH. 40) W/3' W/ CONCRETE (SEE DETAIL) PVC SLEEVE (SEE ANCHOR (T1'P.) " PLAN FOR SIZES BEDDING MIX' 6" LAYER Of BEDDING MIX 00 00, ° e 3/8' PEA GRAVEL ?• r #4 O 12" O.C.EW. STAB. SUBGRADE ' :.' {' ; , ;.y ' STAB. SUBGRADE } • •' `' COMPACTED SUBGRADE 5" CONC. W/ ": z . ': SLOPE 'TO DRAIN PIPE (TYP.)SEE SIDEWALK #4 0 l Y O.C.E.W. SLOPE TO DRAIN PIPE .. ,:: ;, •....,..... :. :.���;: "��,.76- .^'�"""""'"�•" .• CONSTRUCTION NOTE 3 :. GRATE FRAM '�"•"'`'�".: ' ' •'.._ =:. UNDISTRIBUTED w/ CONCRETE EARTH �'•) I I IRRIGATION PIP (SCH. 40) ANCHOR (TYP.) 4' PVC PERFORATED UNDISTRIBUTED W/3" PVC SLEEVE (SEE 15 MIL MOISTURE BARRIER UNDERDRAIN 4' PVC PERFORATED EARTH (TYP.) PLAN FOR SIZES) COMPACTED SUBGRADE UNDERDRAIN WRAPPED IN �I (TYP.)SEE SIDEWALK (AS MANUFACTURED BY WRAPPED IN GEOTEXTILE FABRIC AYER OF 15 MIL MOISTURE BARRIER (AS CONSTRUCTION NOTE 3 STEGOLOVED EQUAL) O FLEX -DRAIN OR EOTEXTILE FABRIC (FLEX -DRAIN OR APPROVED 3/8" PEA GRAVEL MANUFACTURED BY STEQO � APPROVED EQUAL) EQUAL) INDUSTRIES OR APPROVED EQUAL) SIDEWALK SECTION AT TREE GRATES DETAIL NOT LOCATED ON BACK OF CURB SIDEWALK SECTION AT TREE GRATES DETAIL N.T.S. N.T.S. LANDSCAPE CONTRACTOR TO FULLY REMOVE COMPACTED 6' CONCRETE SUBGRADE AND NATIVE SOIL TO PAVEMENT WITHIN THE LIMITS OF THE GRATE WHEN PLANTING STREET TREES 6" CURB STREET TREES TO BE BED IN f : BEDDING MIX. A'dfJ•.:'�.'' ••'� - '.1 _ •�• dam• W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX C: IN pi 31 1/mo Mimi Ems 11 ! ff - WIN R Ift • ". r s :• s r MIN. 20' SPACING BEDDING MIX TREE PLANTER DETAIL B N.T.S. SITE PLAN SHEET 2 OF 2 6" CONCRETE 4' DRAIN LINE (PERFORATED PAVEMENT PVC W/G£OTE)TILE WRAP) LANDSCAPE CONTRACTOR TO FULLY REMOVE COMPACTED SUBGRADE AND NATIVE SOIL TO CLEANOUT WITHIN THE LIMITS OF THE GRATE WHEN PLANTING STREET TREES 6' CURB �. STREET TREES TO BE BED IN f':' BEDDING MIX. ,t • .i . TREE GRATE •: (NEENAH JR-8713) ..• .. .•d.. • _ _ VT. .• BUBBLER NOZZLE I IRRIGATION LINE (SEE IRRIGATION PLAN FOR SIZE) TREE GRATE DETAIL N.T.S. REVIEWED FO COMPLIANCE APR 2 12015 COLLEGE STATION PLATDEVELFiOLEDENTI�RVlCES. GRATE HALVES BOLTED TOGETHER W/ OPENING Y MIN. ANCE OF TRUNK GRATE POUR IN PLACE CONCRETE DRAINAGE PIPE s m. TIED TO 1. 60' X 60" NEENAH FOUNDARY CAST IRON STORM SEWER TREE GRATE MODEL # R-8738-A1. 2. MATERIAL SHALL BE CAST IRON ASTM A-48, CLASS 3W FINISH, NOT PAINTED. SUBGRADE Ira R VIES P)" , 0M'LIA APR 2 1 2015 COLLEGE STATI N ENGINEERING SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14,323 P. I � N M 1 � � � s � / EXISTING- SAWCUT AND REMOVE t10 LF 2" WATER LINE / OF CURB AND GUTTER W- �• / 11111111111 `7`"'%4V-/ 2 w-2-r------w-2------w-2 - \ i S-10-----�, EXISTING MANHOLE / -- GAS -________ GAS GAS EXISTING MANHOLE Q m i m 15' PUE 8832/148 EXISTING FIRE HYDRANT EXISTING GAS LINE _ 5 GAS GAS GAS GAS GAS GAS GAS GAS GA t878 SF OF EXISTING SAWCUT AND REMOVE / CONCRETE `° 8" WATER LINE t11 LF OF CURB AND SIDEWALK TO yob" GUTTER, / EXISTING NO i BE REMOVED ��" < CUT &REMOVE � ff �EXISTiNG SIDEWALK �l /1 w—s � _77 i GAS SAWCUT AND REMOVE t34 LF OF CURB PARKING SIGN - d \ WATER SERVICE AND GUTTER TO BE REMOVED ` SAWCUT AND REMOVE I AND METER 7 LF s4 \ t23 LF OF CURB AND s {CAP AT ROW) ZO 10 0 20 \3¢4� EXISTING LIGHT \ GUTTER POLE TO BE \ RELOCATED ° W-8 ---------W— / s / _ � rti, r REMOVE & REPLACE EXISTING GATE VALVE_t�J.,`�� I / o ON RELOCATED WATER CUT & REMOVE GAS SERVICE'.:;. CUT & REMOVE GAS SERVICE LINE AND METER 33 LF= AND METER 10 LF 1r l CAP AT R.O.W. :" ( }' -' M a (CAP AT R.O.W.) \ &RELOCATE 1 ,REMOVE CUT & REMOVE WATER EXISTING 8" WATER SERVICE AND METER 2 LF LINE SAWCUT AND REMOVE J (CAP AT R.O.W.) (SEE UTILITY PLAN ' FOR MORE DETAILS) t144 LF OF CURB AND GUTTER L p EXISTING STOP & STREET SIGNS TO BE , CONCRR ETE SIDEWALKRELOCATED 1 ,' PREVIOUSLY REMOVED \ 00 ` " t626 SF OF 3 CONCRETE SIDEWALK TO D' ° y" Y BE REMOVED : BUILDING D }'_ PREVIOUSLY ` GAS 'S i REMOVED G Q \ BUILDING PREVIOUSLY \ \ \ EXISTING \ REMOVED \ \ 8" WATER LINE �I D m EXISTING LIGHT POLE TO BE n� 1 D RELOCATED ` SAWCUT AND REMOVE t11 LF } OF CURB AND GUTTER I / t63 SF OF / e CONCRETE Dd / ° • • SIDEWALK TO 3 / D BE REMOVED / EXISTING EXISTING / MANHOLE TO BE REMOVED / - D .D D• ` EXISTING ° " t444 SF OF 6' SIDEWALK CONCRETE \ SIDEWALK TO \ m DO BE REMOVED \ 3 •.'•° Lao. CIO \ SAWCUT AND REMOVE t86 LF OF CURB AND GUTTER t1028 SF OF CONCRETE PAVEMENT REMOVAL & REPLACEMENT EXISTING FIRE HYDRANT W"-2 W-2 t177 LF OF EXISTING SEWER LINE 1 EXISTING OVERHEAD TO BE ABANDONED IN PLACE & UTILITIES TO BE REMOVED GROUT FILLED R MO S-6 S-6 S— D t75 LF OF EXISTING SEWER LINE TO BE ABANDONED IN PLACE & GROUT FILLED OR ° REMOVED 3AR •► SEND SEWER \ LINE REMOVAL D ) /-t42 LF OF I EXISTING SEWER LINE TO BE t310 SF OF REMOVED CONCRETE a SIDEWALK TO BE REMOVED t REMOVE & RELOCATE EXISTING GATE VALVE W-6 - ---- --- — —_-- _ -- f /TEXISTING FENCE TO BE REMOVED SCALE IN FEET EXISTING MANHOLE _ RIM = 347.40' in / 8" FL IN 337.63' 18" FL OUT=337.43' 1 l\l I SAWCUT EXISTING �► ` v REMOVAL BEGIN / I . w r� UT & REMOVE GAS SERVICE AND METER 30 LF _j {CAP AT R.O.W.) CONCRETE SIDEWALK PREVIOUSLY BUILDING w REMOVED PREVIOUSLY REMOVED I� 1 1 � �348— BUILDING PREVIOUSLY REMOVED 15, PUE 4833/196 co w AE ,EXISTING 8" SEWER LINE f r ay �S r 5 347•—.. 13 I XISTING UNDERGROUND ELECTRICAL LINE 4 �? 1 \ m EXISTING BUILDING to EXISTING BUILDING �� ' TO BE REMOVED TO BE REMOVED CUT & REMOVE GAS SERVICE s4&' REMOVE & RELOCATE AND METER 17 LF (CAP AT CEXISTTNG 6" WATERLINE R.O.W.) EXISTING TREES (SEE UTILITY PLAN �\ TO BE REMOVED w FOR MORE DETAILS) CUT & REMOVE WATER ' ,M SERVICE AND METER 6 LF , I 1 (CAP AT R.O.W.) CUT & REMOVE WATER ----__W_6 \ SERVICE AND METER 7 LF W-6 -- ___ (CAP AT R.O.W.) W-6 ___- -6 - E - `^ S -- EXISTING -' --------,11 10" SEWER LINE - SAWCUT, REMOVE, & REPLACE t2054 SF OF HMAC PAVEMENT EXISTING MANHOLE- RIM = 343.13' EGIN SEWER -'��"" -..................... _ EXISTING 342 PER DETAIL STANDARD 10" FL IN = 333.29' ` ` LINE REMOVAL CUT & REMOVE WATER `i0 '- REMOVE t200 LF OF ""------S-10 GAS LINE DETAIL ST4-01 " , rn� 8 FL IN = 333.36 ¢ SERVICE AND METER 5 LF -- ._ 343� (CAP AT R.O.W.) CURB AND GUTTER �_S_10 _ 10" FL OUT = 333.22' _ _ ` EXISTING MANHOLE -- , '-344-,.. RIM 344.69' GAS - �__� GAS -____.,._ GAS REMOVE AND REPLACE 2" yVATERLiNE SEE NOTE 10) ( GAS -_ GA L EXISTING MAIL BOX TO BE RELOCATED ---"-- GAS _ 8" FL IN _ � 3 334.59' — GAS GAS--GAGAS GAS GAS TEMPORARILY - MAIL BOX TO REMAIN_ —' 8FL IN = 10" FL OUT = 334.49' DURING CONSTRUCTION CONTRACTOR TO CONTACT POST OFFICE PRIOR TO RELOCATING MAIL COMPLETELY REMOVE PIPE & BOX RUBBER BOOT OF SEWER LINE BEING REMOVED FROM MANHOLE. THE VOID IN MANHOLE SHALL BE FILLED FROM OUTSIDE WITH 3000 PSI CONCRETE. THE CONCRETE SHALL BE POINTED, PATCHED AND RUBBED SMOOTH WITH PORTLAND CEMENT PASTE. THE SEAL APPEARING ON THIS , DOCUMENT WAS AUTHORIZED BY Schultz Eng i n e e r i n g, LLC DEV LICEN L. DOYEN, P.E., LICENSE N0. 109835 2730 Longmire, Suite A APRIL 12, 2015 College station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 APRIL 2015 ,•'"OF :*, DEVEN�L.�DOYEN 's 1098H, j��� or qVI Iv FIRM # 12327 SCHULTZ ENGINEERING, LLC CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 -COLLEGE STATION, TX 9-SAS a 1. ALL ONSTRUCTTON ACTIVITIES, TO INCLUDE CLEARING, GRUBBING, AND GRADING SHAL BE WITHIN THE LIMITS OF DISTURBED AREA SHOWN ON THIS PLAN. �. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE RIOR TO DEMOLITION. 3. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVIC S, AS SHOWN, PRIOR TO COMMENCING DEMOLITION WORK. 4. THE ONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE 170 REMAIN IN PLACE. 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD SURFACE. 6. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDkTION3 OR BE R, AT THE SOLE EXPENSE OF THE CONTRACTOR. 7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. 8. CON' ACTOR SHALL LOCATE AND CAP THE EXISTING SANITARY SEWER SERVICES TO iE EXISTING BUILDINGS PRIOR TO THE DEMOLITION OF THE BUILDINGS. 9. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE APP OPRIATE UTILITY PROVIDER (CITY OF COLLEGE - STATION WATER SERVICES, CSU, ATMOS, ETC.) 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES ON SITE. 10. CONTRACTOR TO FIELD VERIFY 2" WATERLINE CONFIGURATION AT THE CHERRY STRE�T/BOYETT STREET INTERSECTION PRIOR TO WATER LINE CONSTRUCTION. SAW CUT *MIN. 6" HMAC EXISTING SEAL COAT/ HMAC (TYPE C OR D) COMPACTED CEMENT STABILIZED SAND \//�-:',.•' UNDISTURBED SOIL , ` SEE BEDDING OE?AIL FOR APPROPRIATE PIPE TYPE \/�\ NOTE BORING ��/ /\�IA STREETS FOR UTILITY \` '��� SPECIFICATION FOR LIFT AND COMPR TO HMAC ACTION PIPE IS E CITY STANDARD. OPEN REQUIREMENTS CUTTING OF STREETS SHALL BE BY APPROV L OF THE CITY ENGINEER ONLY. ST4-01 OPEN CUT STREET DETAIL N.T.S. DEMOLITION PL LEGEND PROPERTY BOUNDARY BACK OF CURB — PUBLIC UTILITY EASEMENT -- — S-8 SETBACK PROPOSED SANITARY SEWER LINE W-8 PROPOSED WATER LINE ST ST PROPOSED STORM SEWER LINE PROPOSED SIDEWALK --9 FLOW DIRECTION .00. FIRE HYDRANT 0 GATE VALVES 0 SANITARY SEWER MANHOLE PROPOSED STREEr LIGHTS EXISTING STREET LIGHTS SCALE SHE VERTICAL 1� T HORIZONTAL L PLOTTING SCALE: 1:1 FILE NAME: 14-323 CS SECOND STREET APARTMENTS, LLC EXISTING FIRE- BOYETT SUBDIVISION HYDRANT LOT 3R, BLOCK 5 EXISTING GAS LINE GAS GAS GAS SECOND ST. 27' PAVEMENT- R.O.W. VARIES �3 1 \ 344.32 TP 345.04 TC 4# ' \ 3.30 TPX . W-8 ----- W-"8 344.80 344 I ° / 344.14 TP 34 ` AIL i { 344.11 TP l 00 I 344.58 TC 344.72 TW ITHE PITNER FAMILY 1 344.57 TC LIMITED PARTNERSHIP c 344.71 TW r 1 BOYETT SUBDIVISION j F LOT 3, BLOCK 19 344.67 TW & PART OF LOT 4, BLOCK 19 344.53 TC co _ 14 f I G � GAS •D 1 e EXISTING I' 3 , 8" WATER LINE '� 344.18 TC \ 00 ` :\ Z L ci >- Ld GAS GAS i l 4¢� AEON 5.11 15' PUE 8832/148 CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION PARTS OF LOTS 1 & 2, BLOCK 5 CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION LOT 1, BLOCK 5 GAS GAS GAS GA EXISTING fD 8" WATER LINE \ \ C9 5 TC i346.77 TC TC - - 347.82 TW 2 TV 345.72 TW SD -r SD SD S SD..- SD •348-06 lT' OA S M S M 3487 1 1 WGAS s EXISTING MANHOLE RIM = 347.40' FL IN = 337.63' FL OUT =337.43' 347.87 TC 347.93 TW,. 347.88 T76-ATEs �I as - a as ts s 10VdA00 NSV� LLB - 3g PROPOSED 6 STORY / j BUILDING \ LEVELS 1 & 2 PARKING as f_�,{- asl as (IS E3� (IS r FLOORS 3- 6 I I [- as as -\ �\ MULTI -FAMILY RESIDENTIAL I i` o l \ 348- 1- daIV1S TW // 1 B PG w Oil I to Li 0 00 I U) 20 10 0 20 SCALE IN FEET 15' PUE 4833/196 lc I N w D t,l o pm� Oo :'rAs N UI OJ:1S 0 \ o O In 3: } I a �o } (),<Z c� Reom o a as - = as as - as - as m Z 1 w C- v °' Z as v BOND, R. J. j = - LO f CL r 1 _ -- - - ° f } / BOYETT SUBDIVISION m e D0 I \ ` as c„ (n iI / LOT 2, BLOCK 19 343.94 TC 344.as'tw \ ,- I I w U) o 00 ED w XISTING UNDERGROUND 3 (A aS\ y 0-OS v rLECTRICAL LINE as (IS o / \ EXISTING r \ 6' SIDEWALK = 0 i l \ i / p Q 00 �O �,c� ` / / \ ► n 343.62 TC 343.78 Tw EXISTING 0 \ o \ \ 8" SEWER LINE LO `n �Q 343.58 TC 343.78 TW R aS aS \ o \ oSsnow 03T3 I CIS�aS - as - aS w as 101 v - �� / ! / NEELLEY, A. �, AL, I 1_p BOYETT SUBDIVI ON 00 v \ LOT 1, BLOCK 9\ IIt NJ AeaoT cn 3 I 343.62 PG PROPOSED UNDERGROUND 1 UN3 ddV� c // EXISTING 343, 3343.38 C DETENTION FACILITY , ( -J4s� 2" WATER LINE �' \ "w_ 343.41 TW I I dInD3 v PROPOSED EXISTING FIRE 34190 TP 343.87 PG h w ELECTRICAL 2 W-2 a-r-.-________W-2 _____��W-2 W-2 y` HYDRANT t \ 343.41 i`YV 343.87 PG \ 345.22 PG 00 TRANSFORMER W-2 W 6 342.91 TP 343.60 as aS aS aS """ aS -344.88 TP S aS -" 3#4.88 TP,.. aS 345.20 TW - 345.20 345LOC100TP `/ \ -` _ 343.60". TW 343.77 TW / 0 ST I 344.08 TWr�.��344.35 TW \� / ST S 344.44 TW 344.52 TW �---L - _ w c' /6 T ST ST ST ST -� -si ST - ST O ST sT - -344.68 TW-344.73 TW - S-10 --- ST Q �'C 34310 TP 0--344.95 TW 3,�r 00 1yy 345.12 TW-.__-__ S- --S-10 343.63 TC u EXISTING -10 S-10--_____,.�S-10 / / 343.10 TP W_343.89 TC '3".21 TC 344.47 TW 344.63 TW MANHOLE S-10 --- S-10'_ = 344.3D Tc -6 = EXISTING PROPOSED PUBLIC S-10 -_ 34458 TC Nv - -- (A o \ U) it ~10" SEWER LINE STORM SEWER PIPE EXISTING MANHOLE s-10------------S-iO--�______s_10 - '' 344.81 TC 344.88 TC '3I4. w ' ` �N EXISTING _34z_ RIM = 343.13' ' ` " BOYETT STREET ��- �--•- - GAS LINE `' 1fl FL IN = 333.29 -- 28' PAVEMENT `' ` ` S-cpp `�---"-S-10 `-._-----S-10 _ 8" F1 IN = 333.36' a _ ` - 50 R. 0. W. vDi - GAS 10" FL OUT = 333.22' _ _ _ "--- GAS GAS ``343--- - GAS _._._---GAS EXISTING GAS GAS GAS GAS GAS GAS GAS GAS GA 4 GAS --GAS ----GAS MANHOLE w GAS GAS GAS i THE SEAL APPEARING ON THIS . DOCUMENT WAS AUTHORIZED BY - LIC Schultz Engineering, LLC EN L. DOYEN, P.E., LICENSE N0. 109835 2730 Longmlre, Suite A APRIL 12, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 APRIL 2015 � 'yam- .** ' '10-law'1_1 � 1 FIRM # 12327 SCHULTZ ENGINEERING, LLC CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX 9-MAS a 1. FILL MA IAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED TO AT LEAST 9 OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), A A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO ZX ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE PAVEMENT SWW. BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. 2. THE SU E BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED'. ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF-ROWNG" SHALL BE REMOVED AND REPLACED. 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V.12H. 4. THE TOPCOGRAPHY SHOWN IS PREPARED FROM FIELD SURVEY DATA. 5. STRUCTURkL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 6. THE C CTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTU kL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVA116R, AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN G LADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 7. REFER TO' PAVEMENT PLAN FOR PAVEMENT CONSTRUCTION DETAILS AND NOTES. S. THE CO CTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL PARKING LOT ISLAfS AND ARIAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6' SANDY LOAM TOPSOIL 'RIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. SEE GEOTECH REPORT. 9. POSITIVE RAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPt R DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 10. THE UPP R PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOI S TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY 'PLUG' SHOULD BE PROVIDED IN THE TRENCH N THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH 0 THE SUBGRAOE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THT PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO FEET THICK. 11. REFER TC THE GEOTECHNICAL REPORT PREPARED FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATI S, ETC. TP - TOP OF PAVEMENT TI - TOP OF INLET TC - TOP OF CURB TD - TOP OF DECK TW - TOP OF WALK EG - EXISTING GROUND PG - PROPOSED GROUND LEGEND PROPERTY BOUNDARY - --- BACK OF CURB - PUBLIC UTILITY EASEMENT - -- SETBACK S-8 PROPOSED SANITARY SEWER LINE W-8 PROPOSED WATER LINE ST ST PROPOSED STORM SEWER LINE �11_ PROPOSED SIDEWALK -� FLOW DIRECTION -00 FIRE HYDRANT 0 GATE VALVES 0 SANITARY SEWER MANHOLE 0 PROPOSED STREET LIGHTS 9 EXISTING STREET LIGHTS GR--A-DING PLAN. � N - UO M P LfknkI APR C i 2015 COLLEGE STATI ENGINEERING SCALE VERTICAL HORIZONTAL. PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET 1i_I F- r i1Mi v 1.-1%. ul: J tZatr .0 N.T.S. L s�1 �d CONCRETE CURB & GUTTER W- -2 W-2 EXISTING MANHOLE w GAS ________- GAS EXISTING MANHOLE LO i GAS MARK LOCATION WITH• GALVANIZED CARRIAGE BOLT 3/8" X 2- EXTEND END 18" BEYOND CONCRETE AND TAPE �� AOF SAWCUT, REMOVE, & REPLACE ±2054 SF OF HMAC PAVEMENT EXISTING PER DETAIL STANDARD 2" WATER LINE DETAIL ST4-01 W-2 w-2 W_2 - SIDEWALK OR PATH WHERE APPLICABLE -kNSTALL BOLT t I / IN WALK CS SECOND STREET APARTMENTS, LLC EXISTING FIRE- BOYETT SUBDIVISION HYDRANT LOT 3R, BLOCK 5 EXISTING GAS LINE /��� �� -GAS GAS GAS GAS GAS I SECOND ST. "N4 PARKING ANYTIME"" 27' PAVEMENT 3" SCH 40 PVC PIPE R.O.W. VARIES a 1$` BELOW TOP OF GRADE AND "TOW -AWAY ZONE AND TYp, SIGNS STREET TREE PVC SLEEVE DETAIL (25' O.C. )1 i N.T.S. W-8W-8 PROPOSED LOCATION FOR STOP & STREET -SIGNS RELOCATION P � D 7J :p THE PITNER FAMILY LIMITED PARTNERSHIP is BOYETT SUBDIVISION LOT 3, BLOCK 19 & PART OF LOT 4, BLOCK 19 0 "NO PARKING ANYTIME" 3 AND TOW -AWAY ZONE" SIGNS G - GAS .D 00 e EXISTING PARK BENCH 8" WATER LINE (50Q.C. TYP.) . D e° CONCRETE CURB & GUTTER 00 . p. I >. R- I_: Z (1) Ld ° W 0 r .•p ° X>QC� Wn-O BOND, R. J. U o0 BOYETT SUBDIVISION CV LOT 2, BLOCK 19 ' D n° D:. CO 'A 3 "' ► : PROPOSED 8' WIDE SIDEWALK (TYP,) D, EXISTING 6' SIDEWALK °' °0 STREET TREE I SAWCUT, REMOVE, & REPLACE :. •. (25' O.C. TYP.}� ±1028 SF OF CONCRETE PAVEMENT o. 'NO PARKING ANYTIME" - AND 'TOW -AWAY ZONE" NEELLEY, A. G. SIGNS BOYETT SUBDIVISION 00 PROPOSED - LOT 1, BLOCK 19 3 PRIVATE SEWER SERVICE EXISTING FIRE W-2 HYDRANT W-2 -- --S-10 -S-10 S-10 - EXISTING:;'--- 5-10 PROPOSED PUBLIC' 10" SEWER LINE STORM SEWER PIPE EXISTING GAS LINE GAS -GAS GAS EXISTING MANHOLE RIM = 343.13' 10" FL IN = 333.29' 8" FL IN = 333.36' GAS GAS GAS GAS 6' CURB TREE GRATE 5' (MINIMUM) 6' VARIES B' S' (MINIMUM) (NBFldPH #R-Si13) Ir VARIES BRICK PAVER BRICK PAYER SIDEWALK SIDEWALK 3' OF HARDWOOD MULCH IRRIGATION PIP (SCH. 40) W/3" 18 #4 BARS (SEE DETAIL) (SEE DETAIL) Pvc SLEEVE (SEE O 12" O.C. PLOW FOR SfZFS) k CONC. W _ ---- - _ 5" - - _ - _•4 •....... 0 o.c 4 1z• .Ew - o 0 0 . r •. 0 0 Y' o O o _ LAYER OF 0 0 8' BEDDING . MIX 6" LAYER OF aoo : :' ; BEDDING MIX 3 8' PEA GRAVEL o 3/8" PEA GRAVEL 'STAB. SUBGRADE T1. STAB. SUBGRADE M. S' CONC. W/ ..'SLOPE TO DRAIN `PIPE. ".:'' UNDISTRIBUTED ; •'SLOPE TO DRAIN PIPE •. :;' ": #4 O 12' O.C.Ew. UNDISTRIBUTED EARTH (TYP,) UNDISTRIBUTED ' �.m (�•) GRATE FRAM I EARTH (TYP.) IRRIGATION PIPE W/ CONCRETE (SCH. 40) W/3- a PVC PERFORATED ANCHOR (TIZ 4" PVC PERFORATED C PVC SLEEVE (SEE 5 MIL MOISTURE BARRIER UNDERDRAIN 15 MIL MOISTURE BARRIER 1 UNDERDRAIN PLAN 1 N FOR SIZES) WRAPPED IN COMPACTED SUBGRADE (AS MANUFACTURED BY WRAPPED IN (AS MANUFACTURED BY ((Yp )SEE SIDEWALK GEOTEXTILE FABRIC L15UE S SECOND STREET PARTMENTS it, LLC OYETT SUBDIVISION RTS OF LOTS 1 & 2, BLOCK 5 GAS GAS EXISTING 8" WATER LINE i1b PROPOSED 8' WIDE SIDEWALK (TYP.)� N ARRIGATION SLEEVES AT SIDEWALK & DRIVEWAY dr�tna 333� ECROSSINGS (TYP.) FA XISTING NO PARKING IP SIGN TO BE REMOVED VI Aeaoi XISTING STOP & STREET SIGNS TO BE RELOCATED �ItJM 3�UJ0 IRRIGATION SLEEVES AT EACH STREET TREE (TYP.) 2 ' BIKE RACKS PER GARAGE LEVEL I alYrs PROPOSED UNDERGROUND DETENTION FACILITY 6'CONCRETE PAVEMENT CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION LOT 1, BLOCK 5 0 -$ - W- w-8 - GA •- GAS GAS CONCRETE EXISTING MANHOLE CURB & GUTTER RIM = 347.40' a 3 8" FL IN = 337.63' /rPARK BENCH 8" FL OUT =337.43' (50' Q.C. TYP.) PROPOSED 6 STORY BUILDING LEVELS 1 & 2 PARKING FLOORS 3 - 6 MULTI --FAMILY RESIDENTIAL BOYETT STREET =ONCR��BUR 28' PAVEMENT & GUTTER PARK BENCH 50' R.O.W. (50' C.C. TYP.) GAS GAS GAS GAS GAS W D J M: D Z.{ 100 3 M I• -- Ls m M Z m Cr 23' TYP. 9' TYP. IRRIGATION SLEEVES - AT SIDEWALK & DRIVEWAY CROSSINGS (TYP.) 20 10 0 20 SCALE IN FEET 15' PUE 4833/196 +p I N LLA D W 0 03 - ~'! O A_ (11a) M 0 C S PAVEMENT CONSTRU02 NOTES: 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3500 P,S1. 1 THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. Z REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3. IF SUBGRADE PI IS GREATER THAN 21 FOR SOILS BENEATH THE PAVEMENT, THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPTH OF 6' AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL THE LIME STABILIZED 2 SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED T0; A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% ABOVE OPTIMUM MOISTURE j�/ •� CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND LIME SLURRY. THE LIME STABILIZED SUBGRADE SHOULD EXTEND //\\ A MINIMUM OF 12' OUTSIDE THE PAVEMENT. Cam'/5 �// 4. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND i\•%1\ \\�� "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF-ROWNG' SHALL 4 BE REMOVED AND REPLACED. /\`\� �`� S. JOINT SEALANT MATERIAL TO BE SONNEBORN SL-I OR APPROVED EQUAL 6. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE 1. 4" MIN CALIPER TREE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. 2. REFER TO LANDSCAPE PLAN FOR TREE TYPE . 7. ALL ADA RAMPS WILL HAVE SHALT HAVE A DETECTABLE WARNING SURFACE FOR THE PULL 3. TREE GRATE - SEE DETAIL LENGTH OF THE RAMP WITHIN THE PROJECT SITE RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA 4. BRICK PAVERS - SEE DETAIL REQUIREMENTS. 5. AMEND SOIL PER BEDDING MIX NOTES. S. MAXI M M CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2X FOR SIDEWALKS AND 6. STREET TREE SOIL BEDDING MIX. 9. REFER TO THE GEOTECHNICAL REPORT PREPARED FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. STREET TREE PLANTING NOTES 10. THE DETENTION AND DRAINAGE FACILITIES MUST BE CONSTRUCTED FIRST. 1. LANDSCAPE CONTRACTOR TO FULLY REMOVE COMPACTED SUBGRADE AND NATIVE SOIL TO 11. MATERIALS AND METHODS FOR PAVEMENT MARKINGS SHALL CONFORM TO TXDOT STANDARD THE SIZE OF CONTAINER WHEN PLANTING SPECIFICATIONS (CURRENT EDITION), WITH THE FOLLOWING EXCEPTIONS: 1) TYPE 11 MARKING STREET TREES. MATERIALS NEED NOT BE PURCHASED FROM THE DEPARTMENT, AND 2) GLASS BEADS MAY BE OMITTED, BUT MARKING MATERIAL SHALL BE TYPE II PAINT -TYPE MATERIAL 2. FULLY REMOVE ALL CONSTRUCTION DEBRIS, TRASH, ROCKS AND ANY OTHER MATERIAL. 12. EXISTING PAVERS SHALL BE SALVAGE AND REUSED IN AREAS OF PROPOSED BRICK PAVING GREATER THAN 2' IN DIAMETER. SHOWN ON THIS PLAN. ADDITIONAL PAVERS MAY BE NEEDED TO COMPLETE NEW INSTALLATION. 3. INSTALL BEDDING MIX. 13. ALL ADA ACCESS PATH(S), 510EWALK(s), AND PARKING SHALL BE IN ACCORDANCE WITH 1'AS, 4. DIG PLANTING HOLE WIDTH 12" LARGER THAI CURRENT EDITION ROOTBAL.L ON ALL SIDES. 5. SCARIFY ROOT BALL.. 6. ROOT FLARE SHALL BE EXPOSED. TREE PLANTER DETAIL N.T.S. Uj w 5 z LEGEND so $1� M PROPERTY BOUNDARY 00 Z -4 rD BACK OF CURB u� PUBLIC UTIili1' EASEMENT . 20' TYP. D - - SETBACK S-8 PROPOSED SANITARY SEWER LINE W-8 PROPOSED WATER LINE 00 ST ST PROPOSED STORM SEWER LINE i XISTING UNDERGROUND PROPOSED SIDEWALK ELECTRICAL LINERoom= a PAVEMENT FLOW DIRECTION •00 FIRE HYDRANT 00 N = EXISTING 0 GATE VALVES 8" SEWER LINE SANITARY SEWER MANHOLE b" "-CONCRETE CURB -------- & GUTTER Db0 S-10---_.__...._____S_10 PROPOSED 8' WIDE S�8 SIDEWALK (TYP.) EXISTING MANHOLE RIM = 344.69' �. GAS _ -GAS _ 8" FL IN = 335.87' 8" FL IN = 334.59'---GAS S 10"FL OUT = 334.49 9-M 6" CONCRETE 4" DRAIN LINE (PERFORATED PAVEMENT a CONTRACTOR TO �\ ` = #4 BARS NOTE: ALL CURBS 6' IN HEIGHT 0 0 3/4' X 18" SMOOTH UNLESS NOTED OTHERWISE. EXPANSION Dowas TYPICAL CURB DETAIL N.T.S. LANDSCAPE CONTRACTOR TO PVC W/GEOTEXTILE WRAP) LANDSCAPE FULLY REMOVE COMPACTED FULLY REMOVE COMPACTED AND NATIVE SOIL TO 6" CONCRETE SUBGRADE AND NATIVE SOIL TO WITHIN THE LIMITS OF THE GRATE CLEAPlOUT WITHIN THE LIMITS OF THE GRATE WITHIN THE PAVEMENT WHEN PLANTING STREET TREES WHEN PLANTING STREET TREES STREET TREES TO BE BED IN STREET TREES TO BE BED IN 6" CURB a'f ': BEDDING MIX. •• .�. .,� �. .ice• BEDDING MIX. i :.1 • �'; •: •. � �:. . •'v :. .�� ,' :'a , r : :d�. _• . ° .1 . ..•. .r.. .� d.' ' • '' . °. �..i ° MINIMUM) 8" IR149t;I21101i72 m , - • r • s .a •• as • IRMO Mimi ■ a • 1 STEGO INDUSTRIES OR GEOTEXTILE FABRIC CONSTRUCTION NOTE 3 STEGO INDUSTRIES OR (FLEX -DRAIN OR - - LL,_.. ---» - APPROVED EQUAL) (FLEX -DRAIN OR APPROVED EQUAL) APPROVED EQUAL) ••�^ - _ - _ _ _ _ _ _ - r SIDEWALK BEDDING SECTION DETAIL NOT APPROVED EQUAL) SIDEWALK SECTION AT TREE GRATES DETAIL TREE GRATE DETAIL ON BACK OF SIDEWALK LOCATED ON BACK OF CURB NOT LOCATED ON BACK OF CURB N.T.S. . N.T.S. N.T.S. �- THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY Schultz Engineering, LLC LICEN E DOYEN, P.E., LICENSE N0. 109835 2730 Longmire, Suite A APRIL 12, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764,3900 TBPE N0.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 APRIL 2015 VARIES TREE GRATE (NEENAH #R-8713) BRICK PAYER GRATE FRAM 3" OF HARDWOOD MULCH W/ CONCRETE (SEE DETAIL) O 12" O.C. SIDEWALK 18` #4 BARS TREE GRATE (NEENAH #R-8713) ANCHOR (TYP') r IX CONC B 5 ` .C.Ew. 140 O 12 0 STAB. SUBGRADE COMPACTED SUBGRADE STAB. SUBGRADE SLOPE TO DRAIN PIPE (TYP,)SEE SIDEWALK CONSTRUCTION NOTE 3 BUBBLER NOZZLE IRRIGATION LINE IRRIGATION PIP (SOH. 40) (SEE IRRIGATION I UNDISTRIBUTED W/3' PVC SLEEVE (SEE PLAN FOR SIZE) 4" PVC PERFORATED EARTH (TAP.) PLAN FOR SIZES) 4' PVC PERFORATED UNDERDRAIN WRAPPED IN I I UNDERGEOT WRAPPED IN GEOTEXTILE FABRIC 6" LAYER OF 15 MIL MOISTURE BARRIER (AS GEOTEXTILE FABRIC (FLEX -DRAIN OR APPROVED R) 3/8' PEA GRAVEL MANUFACTURED BY STEGO (FLEX -DRAIN OR APPROIA D) ..........��..��_��..........�� r������ ��^���„-�,,,, INDUSTRIES OR APPROVED EQUAL) TREE GRATE DETAIL. SIDEWALK SECTION AT TREE GRATES DETAIL 51i N.T.S. N.T.S. �P M ..y+ *�. :* DEVEN.L�DOYEN •�"'s 109835 • r.0 .�0 NAL ��lZ�ls FIRM # 12327 SCHULTZ ENGINEERING, LLC CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 -COLLEGE STATION, TX BEDDING MIX NOTES- 1. BEDDING MIX: A MIXTURE BY VOLUME THAT CONSISTS OF SOX SAND LOAM AND 20X COMPOSTED HARDWOOD MULCH. A. SAND LOAM: A CLEAN, FRIABLE, SANDLOAM OIL CONTAINING LESS THAN 20X CLAY THAT IS FREE OF ROCKS, SUBSOIL, REFUSE, ROOTS, NOXIOUS SEEDS, STICKS, GRASSES AND ANY CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH- B. COMPOSTED HARDWOOD MULCH: A r MINUS PARTICLE SIZE, COMPOSTED HARDWOOD MULCH MATERIAL COMPOSTED A MINIMUM OF 6 MONTHS THAT IS FREE OF 810-SOLIDS, ANIMAL MANURE, ROCKS, REFUSE, NOXIOUS SEEDS, AND OTHER FOREIGN CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. C. ALL MIXING SHALL TAKE PLACE AT THE CONTRACTOR'S YARD, USING COMMERCIAL MIXING EQUIPMENT SUFFICIENT TO THOROUGHLY MIX ALL COMPONENTS UNIFORMLY TO CREATE A HOMOGENOUS SOIL MIXTURE. 0. SUBMIT SAMPLES PER SUBMITTAL REQUIREMENT FOR APPROVAL. SAMPLES SHALL BE OBTAINED RANDOMLY FROM THE LOT BEING DELIVERED TO THE SITE OR FROM THE STOCK PILE. SIDEWALK CONSTRUCTION NOTES: 1. ALL. CONCRETE FOR PAVEMENT CONSTRUCTION SHAD_ BE TO THE MINIMUM DEPTH SHOWN ON THE AND SHALL APLANS MAXIMUM PERCENTAGEAVE OF FLYMINIMUM ASH REPLACEMENTCOFPPORTLAND CEMENT SHALL PSI.STRENGTH OFRESSIVE 5BE 25 PERCENT BY WEIGHT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND 'PROOF -ROLLED", ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF-ROLEJNG" SHALL 8E REMOVED AND REPLACED. 4. JOINT SEALANT MATERIAL TO BE SONNEBORN SL-T OR APPROVED EQUAL., 5. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHAH MEET THE REQUIREMENTS OF TXDOT ITEM 526. ALL ADA RAMPS WILL HAVE SHALL 14AVE A DETECTABLE FORFULL LE14GTH 6. OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE WARNING PUBLLIICRFACE SIDEWALK TQE HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 7. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. s. ALL ADA ACCESS PATH(S), SIDEWALK(S), AND PARKING SHALL BE IN ACCORDANCE WITH TAs, CURRENT EDITION STEEL REINFORCING BARS CONCRETE PAVEMENT f --------- 'Fir, \-e, LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) + X•6' AS SHOWN ON THE PAVEMENT PLAN x 6' P VEMENTDAY �R--�USSEE #4 RE�EiAR o) 1s' O.c.E.w. TYPICAL CONCRETE_ PAVING SECTION DETAIL 5' (MINIMU VARIES 6" BRICK PAVER SIDEWALK (SEE DETAIL) !• `BEDDING MIX 5' CONC. W/ :.: . # 0 12- O.C.EW. 4 .. .. - UNDISTRIBUTED SLOPE TO DRAIN PIPE EARTH (TYP-) IRRIGATION PIP (SCH. 40) LINDfSTRIBUTED W/3" PVC SLEEVE (SEE (- EARTH (TYP.) PLAN FOR SIZES) 6' LAYER OF 15 MIL MOISTURE BARRIER (AS 3/8" P GRAVEL- MANUFACTURED BY STEQO INDUSTRIES OR APPROVED EQUAL.) W AT .K RI�.T)T) r SECTION DETAIL PAVEMENT PL N.T.S. ;r WD FOR -It COMPLIA11,11C APB 2015 i COLLEGE STATI ENGINEERING I SCALE SHE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 NON- I STRUCTURAL STRUCTURAL BACKFILL AVEMENT BACKFILL UCTURE PER PAVING PLAN CLEAN, EXCAVATED MATERIAL BACKFILLED AND COMPACTED ACCORDING TO EEO -TECHNICAL REPORT COMPACTED CEMENT STASI— �y LIZED SAND, 1Y2 SACK/CY, PUGMILL ONLY. SPADE BY LIFTS !NTO PLACE, TO FILL ''c` %%•, ALL VOIDS AROUND PIPE MIN. 12' " ^; : ` : e ~ : MANUALLY CONSOLIDATE AT :=S ..: ' OPTIMUM MOISTURE St PIPE O.D. 8 ANK SAID, SPADE (6- MIN.) BY LIFTS INTO PLACE, TO FILL ALL VOIDS PIPE AROUND PIPE. 12" O.D. 12- MIN. MIN. THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER AND STORM PIPE N.T.S. 2 --------W-2 V�l EXISTING, 2" WATER LINE W-2 ----- W- w-2 CS SECOND STREET APARTMENTS, LLC EXISTING FIRE• BOYETT SUBDIVISION HYDRANT LOT 3R, BLOCK 5 EXISTING GAS LINE 15' PUE 8832/148 CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION PARTS OF LOTS 1 & 2, BLOCK 5 S GAS GAS GAS GAS GAS GAS GAS GAS INSET A— SECOND ST. co EXISTING V) 27' PAVEMENT " 8" WATER LINE R.O.W. VARIES < WATER uN" 1 PROPOSED EXISTING STREET LIGHT 8" WATER LINE ' I _1,2pft - `\`w w-8 • a: STR ET TREE (25' OEC. TYP-) THE PITNER FAMILY LIMITED PARTNERSHIP a BOYETT SUBDIVISION LOT 3, BLOCK 19 & PART OF LOT 4, BLOCK 19 m A EXISTING 3 : D ELECTRICAL LINE G GAS D m s• EXISTING ,' PARK BENCH 8" WATER LINE (50' O.C. TYP.) ' D ' s• 00 D• Z U co °• 0:: > C' .. W a- C) BOND, R. J. _ ^ LO co BOYETT SUBDIVISION m a° '' LOT 2, BLOCK 19 a • • PROPOSED-' PUBLIC STORM SEWER LINE D 00 .a ' 31: ► PROPOSED 8' WIDE - SIDEWALK (TYP.) D, EXISTING 6' SIDEWALK a STREET TREE-- -- (25' O.C. TYP.) m a i - NEELLEY, A. G. BOYETT SUBDIVISION P LOT 1, BLOCK 19 m 3 PRIVATE 8" SEWER SERVICE PROPOSED 6" EXISTING FIRE WATER LINE HYDRANT W-2---___---W-2 w—s ST --_ ST ST _/�T --- ST ST ST ST ST S-V --- O ST ST ST 0 --'------5-10 S-10 S-10 EXISTING S-10 S-10 ---- --S-10 MANHOLE /7EXISTING PROPOSED PUBLIC 6 10" SEWER LINE STORM SEWER PIPE EXISTING MANHOLE RIM = 343.13' EXISTING 10" FL IN = 333.29' GAS LINE 8" FL IN = 333.36' 10" FL OUT = 333.22' GAS - — GAS GAS EXISTING GAS �._.�GA5 GAS GAS GAS GAS GAS MANHOLE i N tiYii'ii� • � � . IRRIGATION SYSTEM PROPOSED STREET LIGHT if NIV1S BUILDING STORM DRAIN INLET (TYP.) 1-PROPOSED 8" I WATER UNE CS SECOND STREET j APARTMENTS II, LLC BOYETT SUBDIVISION m LOT 1, BLOCK 5 GAS GAS EXISTING MANHOLE RIM = 347.40: Q i 8" FL IN = 337.63 8" FL OUT=337.43' /-PROPOSED ` / STREET LIGHT 4 \-PARK BENCH (50' O.C. TYP.)— PROPOSED PROPOSED I IRRIGATION PUBUC STORM SYSTEM SEWER LINE16' ROLLUP DOOR PROPOSED 6 STORY BUILDING LEVELS 1 & 2 PARKING FLOORS 3 — 6 MULTI —FAMILY RESIDENTIAL BUILDING STORM DRAIN INLET (TYP.) PROPOSED SECONDARY ELECTRICAL CABINET LOCATION PER CSU PLANS & SPECIFICATIONS t • • t PUBLIC STORM SEWER LINE EXISTING 6" F WATER LINEI I 20 10 0 20 SCALE IN FEET ■ lf .. UE - •• m I w D ow- ._, 0 ml -mC In ��� to n n C = (09� �U)Z 1+ z rn -4ry m I m w m I Uj XISTING UNDERGROUND ELECTRICAL LINE m EXISTING 8" SEWER LINE III m `3 Tma d Aml Ul d PROPOSED ELECTRICAL TRANSFORMER LOCATION PER CSU PLANS & SPECIFICATIONS .d�b3 w I STREET TREE (25' O.C. TYP.) W-6 _6 - S-10 PROPOSED w_6 --.STREET LIGHT ARK BENCH `- S-10 --(50' O.C. TYP.) PROPOSED ROPOSED ROPOSED BOYETT STREET S-1 STREET LIGHT 2H' PAVEMENT 6 WATER LINE -mot? ----_..._PUBLIC STORM En SEWER LINE ------S-10 50' R.O.W. EXISTING EXISTING MANHOLE GAS LINE RIM = 344.69' GAS --_____._,••_ GAS - 8" FL IN = 335.87' GAS GAS GA5 8" FL IN = 334.59'— GAS GAS GAS —GAS 10" FL OUT = 334.49' CONNECT AND INSTALL PRIVATE SEWER SERVICE �"- THE SEAL APPEARING ON THIS r a DOCUMENT WAS AUTHORIZED BY Schultz Engineering, LLC LICEN L. DOYEN, P.E., LICENSE N0. 109835 2730 Longmire, Suite A APRIL 12, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.390E TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD IPS 14-323 APRIL 2015 CAUTION! FIELD VERIFY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION OF PUBLIC UTILITIES & PRIVATE SERVICES ••J *'DEVEN.....DOYEN it% i ..................... .. 109835 FIRM # 12327 SCHULTZ ENGINEERING, LLC CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 -COLLEGE STATION, TX — GAS 9-M u 8"x8" __4 8"x ISOLATION VALVE 8" FIRE L_-.1-/ i WATER SECOND ST. , a 27' PAVEMENT R.O.W. VARIES F__ E ofs m.. ?Idj;A mom n r r LIM TY NOTES: 1. LL ELECTRICAL UTILITIES ARE TO BE INSTALLED PER COLLEGE STATION TILITIES (CSU) ELECTRICAL PLAN. 2. TRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 5' OF PAVEMENT. SEE DETAIL W4-02. 3. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE SOLATION VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME ROTECTION AS THE AMP OR USA, LL562 LOCKING LID, AT A MINIMUM. N ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE TATION UTILITIES DIRECTOR OR DESIGNEE, PRIOR TO INSTALLATION. 4. UBLIC WATER & SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE TH THE BCS UNIFIED DESIGN GUIDELINES, STANDARD DETAILS, AND SPECIFICATIONS, 2012 EDITION. 5. PRIVATE WATERLINE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION HALL BE IN ACCORDANCE WITH THE PLUMBING CODE. CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE. 6. PRIVATE WATER & SEWER LINE SERVICE MATERIALS TO BE ACCORDANCE WITH PLUMBING CODE AND CITY OF COLLEGE STATION REQUIREMENTS. 7. CONTRACTOR SHALL COORDINATE CONDUIT AND/OR LINE INSTALLATION FOR TELECOMMUNICATION PROVIDERS FOR THE SITE. 8. WHEN INSTALLING WATER LINE CONNECTIONS IN BOYETT ST., CHERRY ST. OR SECOND ST., ONE LANE OF TRAFFIC TO REMAIN OPEN AT ALL TIMES. CONTRACTOR SHALL COORDINATE WITH CITY AND OTHER ENTITIES FOR PARTIAL STREET CLOSURE. S. CONTRACTOR SHALL COORDINATE WITH CITY OF COLLEGE STATION WATER SERVICES PRIOR TO CONSTRUCTION OF PUBLIC WATER LINE RECONSTRUCTIONS TO MINIMIZE SERVICE INTERRUPTIONS. 10. DEPTH' OF THE EXISTING WATER LINES TO BE VERIFIED BY THE CONTRACTOR. 11. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. 12. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL HAS BEGUN BY ANY MECHANICAL EQUIPMENT. 13. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH = 2000 PSI. 14. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, 7R AS DIRECTED BY THE ENGINEER. 15. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACHED 7 DAY STRENGTH. 16. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. UTILITY PLAN RENEWED ;FOR COMPLIANCii.E APR L '1 Z015 COLLEGE STATI ENGINEERING SCALE SHEET VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 -GAS J�� GAS STA. - 0+34.78 8" 45. MJ BEND STA. - 0+24.93 8" 45' MJ BEND EXISTING 8' WATER UNE' o+oo 8 W-8 CONNECT T0� EXISTING 8' WATER LINE _ _� GAS BLOCK 5 -7/ ■GAS -GAS GAS SECOND ST. Cb1b PAVEMENT R.O.W. - 6" MJ CATE VALVE 9.27 • • •a EXISTING LINE - - WATER t► PROPOSED 6 STORY �� � �'•:� 1. 'iL 2C.i .:. O�i� iig�.�t I ,�_._ BUILDING jpo LEVELS FLOORS1 1� RESIDENTIAL Alignment Data: 8" WATER SECOND ST Number Start Station End Station Length Line/Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Start Easting End Northing End Easting L4 0+00.00 0+24.93 24.93 S49' 13' 451E 10212702.49 3549881.33 10212686.21 3549900.21 L5 0+24.03 0+34.78 9.85 N85' 46' 151E 10212686.21 3549900.21 10212686.93 3549910.03 Lt 0+34.78 0+54.78 20.00 S49' 13' 451E 10212686.93 3549910.03 10212673.87 3549925.18 L2 j 0+54.78 1+28.34 73.56 S46' 42' 36'E 10212673.87 3549925.18 110212623.43 3549978.72 l.3 i+28.34 1+49.98 21.64 NW 17' 24"E 10212623.43 3549978.72 10212624.08 3550000.36 STRUCTURAL BACKFILL 103 LF to N+ d + I I zen 352 V ML PROFILE SCALE 1"=40' HORZ. 1 "=4' VERT. 348 348 DESIGN GRADE GR NG ND� �,•„ 344 344 4' MIN. BURY CONNECT T WATER 340340 LINE _ 1.7 NECT EXISTINGON 8" LINE WATER % r 336 amr 336 r r r s Z m � � -cox 332 332 m 328 328 CAUITONI FIELD VERIFY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION OF PUBLIC UTILITIES & PRIVATE SERVICES 324 324 LLIZ z o Mo LJ 0-w�¢ o •- Q- Z M M w 320 320 -0+50 0+00 1 +00 2+00 8" WATER LINE RELOCATION SECOND STREET E �= E E E E E E � V to 0 H1�Vd1i0� Hsvai pzaf _EY, A. G. SUBDIVISION BLOCK 19 CONNECT TO EXISTING TEE FIELD VERIFY 2' WATER LINE PRIOR TO CONSTRUCTION 20 10 0 20 SCALE IN FEET PUBLIC WATER NOTES: 1. WATERLINE PIPE MATERIAL 6" & 8" PVC, DR-14 (AWWA C-900, CL. 200). 2. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. 3. REFER TO FIGURES W1 & W2 FOR DETAILS, THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY Schultz Engineering, LLC D CEN L. DOYEN, P.E., LIEN5E N0. 109835 2730 Longmire, Suite A APRIL 12, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 APRIL 2015 y... ....... V DEVEN»L •DOYEN 109835� IF»• .M � ij'I2I I FIRM # 12327 SCHULTZ ENGINEERING, LLC -------W-2 Lf wis STA. - 0+42.50 6" 45' MJ BEND PROPOSED UNDERGROUND DETENTION FACILITY ST 0 ST ST -'\i T p S-tQ----------- 5-10------------S-10 W-61 W-6 yy_6 S-10 -----�____S_10 S-1FE!aTE� `---S-70 -"" -6 STA. - 1� sTA. - 0+67.66T STREET�'- 45' MJ BEND28PAVEMENT 50' R. 0. W. GAS GAS GAS GAS GAS GAS GAS GAS GP's FIELD VERIFY AND REPORT TO ENGINEER EXISTING WATER LINE CONDITIONS PRIOR TO WATER LINE CONSTRUCTION Alignment Data: 6" WATER BOYETT ST Number Start Station End Station Length Line/Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Start Easting End Northing End EmAing 1.11 0+00.00 0+42.50 42.50 S42' 43' 23"E 1 10212568.24 3549732.07 10212537.02 3549760.90 L12 0+42.50 0+57.66 15.16 S02' 16' 37"W 10212537.02 3549760.90 10212521.87 3549760.30 L15 0+57.66 0+77.66 20.00 S42' 45' 141E 10212521.87 3549760.30 1021.2507.19 3549773.88 L16 0+77.66 1 +63.17 85.51 S44' 45' 14"E 10212507.19 3549773.88 10212446.46 3549834.08 L17 1 +63.17 1 +88.70 25.53 S42' 45' 141E 10212446.46 3549834.08 10212427.72 3549851.41 L13 1+88.70 1+99.54 10.84 S87 43' 23'E 10212427.72 3549851.41 10212427.29 3549862.24 L14 1+99.54 2+05.00 5.47 S42' 43' 231E 10212427.29 3549862.24 110212423.2713549865.95 STRUCTURAL. BACKFILL 205 LF N 1 352 PROFILE SCALE 1 "=40' HORZ. 1 "=4' VERT. 348 348 z DESIG GRADE 344 EXISTING GROUND 0 N w 344 O1 ' MIN. CONNECT TO EXISTING 6` W N BURY WATER LINE PIPE 103 N M 1E1 RCP PIPE ; 340 340 1 CONNECT T EXISTING 6` -1.10x - WATER LINE L 336 3.6' 336 t r r SEWER wCE a 06 332 332PRIV co m m � 328 328 CAUTION! FIELD VERIFY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION OF PUBLIC UTILITIES & PRIVATE SERVICES 324 324 z Z - o N N rfl t7 o u7 d w ¢ d c6 06 M 0) r!j 0 r) Z � rMy W 320 20 3 -0+50 0+00 . 1 +00 2+00 2+50 6" WATER LINE RELOCATION BOYETT STREET CI -TERRY STET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8. BLOCK 20 - COLLEGE STATION, TX PUBLIC WATER PLAN & PROFIL 6 1 1 (-STA. - 1+99.54 20 - 1 0 0 1-0 DI S-1 16' 45' MJ BEND i SCALE IN FEET -V 0 GASI GAS SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET C7 NON- STRUCTURAL STRUCTURAL BACKFILL BACKFILL 1 AVEMENr STRUCTURE CLEAN, EXCAVATED MATERIAL PER PAVING BACKFILLED AND COMPACTED P� ACCORDING TO GEO-TECHNICAL REPORT OMPACTED CEMENT STABI— ZED SAND. % SACK/CY, UGMILL ONLY. SPADE BY FTs INTO PLACE, :o Flu12" MIN ao°oQo VOIDS AROUND PIPE0 0 CO�ALL ANUALLY CONSOLIDATE AT 0°oo°a PTIMUM MOISTURE. O.D. o °O COMPACTED CEMENT STABI— °o a (6" MIN} LIZID SAND. 1Y2 SACK/CY, PIPE PUGMILL ONLY. SPADE BY 0.0. LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT THE TRENCH BOTTOM SHALL BE OPTIMUM MOISTURE. GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE BARREBET L WEEN BELL HOLES ' 12MINIMUM BEDDING AND TRENCH BACKFILL DETAIL FOR HDPE & RCP STORM PIPE N.T.S. CS SECOND STREET APARTMENTS, LLC EXISTING FIRE BOYETT SUBDIVISION HYDRANT LOT 3R, BLOCK 5 EXISTING GAS LINE S GAS GAS GAS GAS GAS SECOND ST. i CD 27' PAVEMEfYT- 1 ; R.O.W. Vk-RIES A STREET TREE \ (25' O.C. TYP.) 20 10 0 20 SCALE IN FEET 1 I �\ N 15' PUE 8832/148 CS SECOND STREET APARTMENTS II, LLC BOYETT SUBDIVISION PARTS OF LOTS 1 & 2, BLOCK 5 GAS GAS GAS EXISTING 8" WATER LINE lb ~3 Rs CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION LOT 1, BLOCK 5 —'—ca w-GAS w-B 8AS / EXISTING MANHOLE RIM = 347.40' " $ FL IN = 337.63' �. frPARK BENCH 8" FL OUT=337.43' (50' Q.C. TYP.) I Y as --0S TREE WELL c.. 00 PER TREE GRATE & SIDEWALK AT TREE GRATE - STORM RAIN LIN FVdiWO DETAILS (SEE SHEET C2) —3 t•�ii��1 (I �� � � � / / rr 'r t �r�riliiril , r PROPOSED • STORY �IMITED WELLIJiilliiilp! % BUILDING BOYETT•i w DRAIN �t�irlrllr�sl 1 I l i • rrll` f f f BLOCK. Irlrlllir�E f �' f O' e ART • • • r '��ir'!i i allMULTI-FAMILY RESIDENTIAL r C i IS GASu ±:ililils 1 i r:r lleljlir,� » .. 8" WATER LI NE • O.C. • y rill a . ?ir; 111 w w A A 8' 0.0. + 8 6. SQUARE PLAN 14 BARS O.D. + 6" MIN. 1SIDE WALLS 6" TOP & /3 'U _ _ 80TTOM SLAB 1 PER J4 S 6-OM SLAB � I•--6- SIDE WALLS T I / 28-DAY CONCRETE v / STRENGTH 3000 pail SECTION A -A SINGLE GRATE INLET DETAIL N.T.S. STD. CAST IRO _\ MANHOLE COVER Q�'p AND FRAMEi� A FLOW + MAIN - 15' PUE -"UNE 4833/196 O.D. + 6 MIN. 3' SQUARE PLAN #4 IR 12" O.C.E.W. .D_ + 8" MIN. SIDE WALLS \ ..�• . � O _ \\ `~ o O� H � s W \ O 0 co ail mc: ►� % I_ d- ` v / 'O \ o w x IA D 28-DAY CONCRETE '`-y14 BARS 6' O.C.E.W. A to Z [0 , I = w O ENGTH: 3000 PSI TOP & BOTTOM SLAB p SILT FENCE ( / m cn rn S } j -a cn e W SECTION A -A (� \ / �• fy-¢ CIS --C— aS --- OS —as j N— as A o i� z m \ / w a- ' �� o z 1 JUNCTION BOX DETAIL \ / BOND, R. J. } U LO BUILDING STORM-/i > r- aS� - -- --347N.T.S. 80YETT SUBDIVISION � N DRAIN INLET (TYP.) \ ¢ aS � cn \ LOT 2, BLOCK 19 _ \ / -(A 0 `13 �` i } ` LI� CIS ��- (IS ( XISTING UNDERGROUND / ` PROP SED 8 WIDE V � (IS —,! ELECTRICAL LINE / \ SIDEWALK (TYP.) \ 4 v CIS (IS EXISTING \ tts 6' SIDEWALK • . :, a \ o \ �'o, o,� } / / \ . ____.. TREE WELL I \ \ Q NEELLEY, A: STREET TREE I ° BOYETT SUBDIVI i3ON co (25' O.C. TYP.) LOT 1, BLOCK 19IQ e CONCRETE HEADWALL \ I 1# a1ViS PROPOS D UNDERGROUND J' FL IN = 338.30 / ¢ /EXISTING EXISTING PROPOSED - DE ITION FACILITY .. EXISTING FIRE ¢ PRIVATE SEWER- �' PIPE 100 � � G.4S LINE 2 WATER LINE HYDRANT ( SERVICE PRIVATE PIPE 105 PRIVATE 18" RCP PIPE \ 18" RCP PIPE I OUTFACE STRUCTURE / - 16.1 LF 0 0.40% 2 W-2 - i \ t 3.2 LF 0 1.30% FL IN = 339.56 PIPE 101 w-2 w-2 w_2 XxX JUNCTION BOX 103 LFL OUT = 339.51 18" RCP PIPE FL IN = 339.25 -6 a PRIVATE PIPE 104 S 126.5 LF (� 0.40% FL OUT = 339.15 187' RCP PIPE, / INLET O ST ST Sri _ - T ST T ST ST �, = ST O ST ST 5.0 LF t� PROTECTION ,_._ -•� ST ST O Q O EXISTING 3'x3' JUNCTION BOX 101 1 �I y Derr sr3g PIPE 103 3'x3'. JUNCTION BOX 104 MANHOLE FL IN = 338.41 / FL IN = 339.49 _ ` - _ _ - FL OUT = 338.36 -- EXISTING -JUNCTION BOX 102 18" RCP PIPE FL OUT = 339.44 10" SEWER LINE FL IN = 338.97 45.9 LF 0 0.40% EXISTING -- _ -- FL OUT = 338.92 80YETT STREET 15" SEWER LINE w \ �3�- GEXISTINGAS LINE ` 1'2, " PIPE 102 EXISTING MANHOLE _ , J, _ 18 RCP PIPE " RIM = 343.13' ¢ 28 PAVEMENT EXISTING 10 FL IN = 333.29� 5_0 R.O. W. —GAS ---, GAS 6" SEWER LINE 43.4 LF @ 0.40% g" FL IN = 333.36' GAS LNG - GAS -------- GAS -'------GAS ----GAS 10" FL OUT = 333.22' INE ---343•..... EXISTING GAS GAS GAS GAS GAS GAS GAS GAS MANHOLE a ------------- THE SEAL APPEARING ON THIS ■ DOCUMENT WAS AUTHORIZED BY .,...,Schultz Enam e e ri n � LLC D CEN L. DOYEN, P.E., LICENSE N0. 109835 2730 Lon mire Suite A APRIL 12, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 APRIL 2015 tJUILUIIN U � I UKM DRAIN INLET (TYP.) o \} I as —t (CIS as — as as I CONSTRUCTIO EXIT I���� ay -SILT FENCE � PROPOSED ELECTRICAL TRANSFORMER LOCATION \ as I-, z# Awl a 'An � I EXISTING SEWER LINE -PARK BENCH - - (50' Q.C. TYP.).-- STREET TREE (25' O.C. TYP.) TREE WELL _ STORM DRAIN LINE PER TREE GRATE & 1 EXISTING MANHOLE SIDEWALK AT TREE GRATE - -- RIN = 3. 4469' DETAILS (SEE SHEET C2) GA =z__ g" F ._GAS _ - GAS 8" FL IN = 334.59' -- GA; 10" FL OUT = 334.49' NOTE: ALL BUILDING ROOF DRAINS TO DISCHARGE DIRECTLY INTO UNDERGROUND DETENTION FACILITY. :* OEVEN�L�DOYEN .a 109835 1- h I FIRM # 12327� SCHULTZ ENGINEERING, LLC CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 -COLLEGE STATION, TX 18" RCP STORM SEWER A t BUILDING STORM ,.,__�DRAIN INLET (TYP.) 24" GRATE INLET V-5724-1 24' GRATE INLET V-5724-1 6" THICK CONCRETE WALL WITH 8'x8' ORIFICE 19' RCP STORM SEWER 4' A C O GRAVEL ON SHOWN r, t2 D oN THEE PLAYS O' O I DIAMETER p O O OF PIPE (D) p/2 D/2 9' 0 8" I D/MIN.2 2'MAX. SSIP� DISSIPATOR BLOCK LOCATION BLOCK 28—DAY CONCRETE STRENCTH — 3000 PSI 6' 14 BARS 12- O.C.E.W. • WALLS. BOTTOM SLAB. 1 A Q� + ° 12' 6" Ib APRON SLOPE MATCH RECEIV 6" VARIES FLOWLINE SLO 24' 6" SECTION A -A TYPICAL CONCRETE HEADWALL & ENDWALL WITH WINGS DETAIL N.T.S. w ® GRAVEL SAG CEO TEMPORARY DEVICES AROUND �• STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT —LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DE RADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED do MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. • GRAVEL BAGS TO BE FILLE WITH CLEAN 3/4- OR LESS GRAVEL. STORM DRAIN INLET PROTECTION DETAIL N.T.S. 6" MIN. DEPTH STONE —+'I'""-' VARIES* (ASTM 0448. 3" TO 1� 50, t0 5- DIAMETER) OVERGEOTEXT(LE FABRIC WITH SAME SQUARE ✓'0 FOOTAGE. A A /__�....---EXISTING STREET------?� DRESES'S WITH ADDITIONAL STONE 6' MIN. AS NEEDED. STONE IS TO BE yy MAINTAINED SO AS TO PREVENT ..L FROM TRACKING MUD ONTO 4 TREE WELLGEO ADJACENT PUBLIC STREETS. STORM DRAIN PIPE FABRIC * MINIMUM 12' SHALL BE FULL WIDTH OF SITE SUBGRADE ENTRANCE I SECTION A -A CONSTRUCTION EXIT SILT CONTROL DETAIL N.T.S. 8" RCP STORM 2'X V WIRE MESH (OPTIONAL) SEDIMENT CONTROL FABRIC q FASTENED TO T—POST OR FASTENED SECURELY TO WOODEN STAKE T—POST OR WOODEN STAKE 4, WITH OPTIONAL WIRE MESH METAL T—POST OR WOODEN 8" OF FILTER FABRIC TO STAKE AS REQUIRED TO MAINTAIN. EXTEND INTO A TRENCH SPACED 6' APART AND BE ANCHORED WITH v COMPACTED BACKFILL FLOW NATURAL GROUND DIRE�of: I 4" TREE WELL ALLOW 2.5' TO 5' AT TOE STORM DRAIN 4'X4" MIN. TRENCH 4' OF SLOPE FOR SEDIMENT PIPE r 20' TO ACCUMULATE. ALIGN FENCE ALONG SLOPE PLAN VIEW CONTOURS. SILT FENCE ASSEMBLY DETAIL N_T.S. 24" GRATE INLET—,, 0.5' I 1.25' 8" 1.25' 10.5' 343.94' I--B `' 4 TREE WELL ORAN SECTION A —A NN�ELEV.* 339.55' DRAIN GE &EROS ,A CONTROL PLAN S WIDE WEIR- 6' THICK CONCRETE' WALL WITH FINS' ORIFICE 0 SEWER IS' RCP' STORM SEWER H.T.S. C�� 0a0 " l0 F 2 oy CAUTION! FIELD VERIFY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION OF PUBLIC STORM SEWER LINE -^-- CO e C s EXISTING 6' SIDEWALK s• NEELLEY, A. G. BOYETT SUBDIVISION 00 LOT 1, BLOCK 19 3 e�. EXISTING FIRE • I ICONNECT TO UNDERGROUND ILA m DETENTION OUT = 339.60 GAS LINE Krim 11 2" WATER LINE '-PIPE A 00 WN BOX 103 18" RC PIPE 339.25 �'..UN 19 aro±s ATE PIPE 105 18" RCP PIPE 18" RCP PIPE }10 126.5 LF 0 0.40% S'T O a ST ST 1+00 ST ST IST T ST T ST -{- ST ST ST ST p UNDERGROUND \ ON FACILITY PRIVATE OUTFALL STRUCTURE FL IN = 339.56 FL OUT = 339.51 PRIVATE PIPE 104 S t OS 18" RCP PIPE, 0 q) 18" RCP PIPE --5--�5----- 45.9 LF 0 0.407, 3'x3' JUNCTION BOX 101 r'X3' JUNCTION BOX 102 EXISTING 3' IN = 338.41 FL IN = 338.97 BOYETT STREET MANHOLE FL OUT = 338.36 EXISTING EXISTING FL OUT = 338.92 2$' PAVEMENT `O 6" SEWER LINE 10" SEWER LINE PIPE 102 EXISTING MANHOLE a EXISTING 50' R.O.W. GAS GAS 3'x3' JUNCTION BOX 104 FL W = 339.49 F71 nt IT = AlQ 44 18 RCP PIPE RIM = 343.13' GAS LINE EXISTING 43.4 LF ®0.40% 10" FL IN = 333.29' GAS LINE � 8" FL IN = 333.36' s' 8" FL OUT = 333.22% GAS GAS -GAS GAS - G GAS GAS GAS GAS. GAS - GAS EXISTING-- Q MANHOLE i MARK REVISION BY DATE STRUCTURAL BACKFILL 256 LF 352 352 PROFILE SCALE 1 "=40' HORZ. N 1 "=4' VERT. I t h N 348 348 JB 104 JB 105 PRIVATE EXI TING 3'x3' JUNCTION BOX 1 TOP-343.72 SIR 344 JB 102 TOP-343.94 TOP-342.39 3'x3' JUNCTIO 4 BOX 10 CONCRETE HEADWALL JB 101 TOP-342.82 PRIVATE PIPE 104 FL IN = 338.30 VxV JUNCTION BOX 101 "' 18" RCP PIPE TOP-341.29 - - "" 5.0 LF 0 0.40% 340 " luj 340 18" RCP PIP 18 R CP 1?` t [PROPOSED 336 4.6` rn U')i 336 6" WATER PIPE 100 � I. �- ,n M "� 18" RCP PIPE CM6 4 rO .6 M LINE 16.1 LF 0 0.40% M II M It ") M Z O M O O Z p O Z M U_ � W 3-3-2m .- p Z m U- U_ m ? t 0 I 1332 PROPOSED 1 I I O O 1 i I i i I 8" SEWER _ cv o co"cA o a SERVICE I law- I a 0) - uj •- - - w a¢Aa. as + ras _jo 328 a 00 ` N U.. to a # 328 . ,O < CAUTI N! COW 00 a0 FIELD VERIFY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION OF PUBLIC STORM SEWER LINE 324 324 UJZO CL 3 ¢ °- a ao M 00 M 06 to of M rn M , U.w w 320 320 -0+50 0+00 1 +00 2+00 PUBLIC STORM SEWER THE SEAL APPEARING ON THIS ■ DOCUMENT WAS AUTHORIZED BY M1 Schultz Engineering, LLC LICENSE L. DOYEN, P.E., LICENSE N0. 109835 2730 , Lon mire Suite A APRIL 12, 2015 Longmire, College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764,3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 APRIL 2015 3+00 Of' v O '0I•�M.M..� r ...................: DEVEN�L DOYEN 109835 j ». FIRM # 12327 SCHULTZ ENGINEERING, LLC 40 20 0 40 SCALE IN FEET NOTES: 1. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. 2. STORM SEWER PIPE MATERIAL SHALL BE RCP, PROFILE GASKET IN ACCORDANCE WITH ASTM C-76, CLASS Ill. 3. REFER TO STORM SEWER DETAILS SHEET FOR EMBEDMENT & BACKFILL DETAILS AND INLET & HEADWALL DETAILS. 4. DETENTION FACILITY OUTFALL STRUCTURE AND PRIVATE STORM SEWER WILL BE OWNED AND MAINTAINED BY PROPERTY OWNER. 1% SLOPE (SEE STRUCTURAL PLANS) 6' BUILDING STORM DRAIN V BUILDING STORM DRAIN 13 L 6' BUILDING STORM DRAIN NON- STRUCTURAL BACKFILL CLEAN, EXCAVATED MATERUU. BACKFII I ED AND COMPACTED ACCORDING TO CEO -TECHNICAL REPORT 146.5' HEIGHT VARIES (SEE PLAN FOR SPOT ELEVATIONS) SECTION B-B N.T.S. 12" MIN COMPACTED CEMENT STABI- ' UZED SAND, 11¢ SACK/CY, PIPE PUGMILL ONLY. SPADE BY O.D. LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. 12" MINIMUM BEDDING AND THE DETAIL FOR HDPE & C N.T.S. 6' BUILDING STORM FA /STRUCTURE PER PAVING PLAN COMPACTED CEMENT STABI- LIZED SAND. % SACK/CY. PUGMILL ONLY. SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. PIPE O.D. 8 (stl MIN) THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES PIPE 18' STORM SEWER TO OUTLET STRUCTURE DETENTION FACILITY FLOOR - 339.80' TOP OF PAVEMENT - 344.25' 18" STORM SEWE TO OUTLET STRUCTURE DETENTION FACILITY FLOOR - 341.00' DETENTION FACILITY FLOOR - 339.6w-/ TOP OF PAVEMENT - 344.25' MANHOLE ACCESS-//OQ 146.5' 19.5' DETENTION FACILITY FLOOR - 341.00' TOP OF PAVEMENT = 344.25' 6' BUILDING STORM DRAIN CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8. BLOCK 20 - COLLEGE STATION, TX DETENTION VAULT PLAN VIEW LA I.T.S. 1. 2. PUBLIC & PRIVATE STORM SEWER PLAN & PROFILE B I 8' BUILDING STORM DRAIN DETENTION FACILITY TOP OF PA a CO LIA E AM 112016 I NOTES: COLIN-E E STATI ICTURAL DRAWING FOR DETENTION FACILI iS I N G PLANS MING STORMWATER PIPING LOCATIONS ARE SHOWN APPROXIMATE, R TO BUILDING PLANS FOR EXACT LOCATIONS. SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET C J ROAD WORK AHEAD CW20-10 48" X 48" (FLAGS) M4-10 n� DETOUR SIDEWALK CLOSED R9-9 24" x 12" COLLEGE MAIN R11 - " f w,.-. 60 30 , m I -m© ROAD WORK W20-1D AHEAD 48" X 48" (FLAGS) ' r CW20-4D 48" X 48" \ u 1 ONE LANE ROAD jf AHEAD ^(_ Y' ,. tu + y'c 0 END ROAD WORK G20-2 48" X 24" BOYETT STREET 67' b ROAD AHEAD CW20-1D 48" X 48" (FLAGS). ROAD WORK LHFAD NN/CW20-1D 48" X 48" (FLAGS) 1 ONE >t RO D AH AD CW20-4D 48" X 46" f O CW3-4 4$" X 48" BE \ PREPARED TO STOP, CW20-7 48" X 48" 120' B PREP RED CW3-4 PTO S OP 48" X 8" M4-10 1DEETOUR SIDEWALK CLOSED ,R9-9 24" X 12" END ROAD WORK G20-2 48" X 24" R11-4 60" X 30" , L,dl ) - 8, ID 48" ROAD X 48" (FLAGS) WORK aI CW20-4D 48" X 48" ONE LANE ROAD AHEAD Cw3r>� 4 "PREPRED 48" 4s TO STOP, TEMPORARY NO PARKING REQUIRED DURING TEMPORARY LANE CLOSURES R8-3 24" X 24" CW20-7 M4-111 TEMPORARY 48" X 48" 24" X 6" O a �2 I :�J`♦\ �' �.(j!`v 'v~i..i �.i. Y` 1 ♦r r`r '',� ♦ Jr�(♦r' J '�� r♦. ?�\ y . :`f:.....� x� �.,Y -%SECOND STREET in 4 TEMPORARY LANE CLOSURE SIDEWALK, 2 N TYPE III BARRICAD S \ CLOSED ,P,✓ AT CHERRY STREET �F r ... X > o: \ R11-2 ROAD W 48" X 30" CLOSED ` o ;. DETOS�R� >- z tY. it M4-10 ry Q '.`• W H 0• 911-2 48" X 30" o ` ROAD r. CLOSED ..jy Il!,ky I DETOUR, �. , � �:: 2 TYPE lit BARRICADES M4- l 0 ?%>; AT CHERRY STREET ,f CW20-7 48" X 48" ice....:.._ THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY .:......,Schultz Engineering, LLC LICEN L. DOYEN, P.E., LICENSE N0. 109835 2730 , Lon mire Suite A APRIL 12, 2015 Longmire, College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 APRIL 2015 TEMPORARY LANE CLOSURE - AREA SHOWN IS MAXIMUM LANE CLOSURE REQUIRED, SHORTER PHASED LANE CLOSURES ARE EXPECTED DURING CONSTRUCTION. z i .•.*. �DEVEN L DOYEN .......... 109835 FIRM # 12327 SCHULTZ ENGINEERING, LLC Ld Z LL1 Q W U) 0 I W ry F_ Cn Ln a U END ROAD WORK G20-2 48" X 24" R9-9 24" X 12" SIDEWALK CLOSED DETOUR M4-10 IROJECT LOCATION COLLEGE MAIN 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL. OE' CES IN CONFORMANCE WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL CES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE TXDOT OR CITY REPRESENTATIVE, AS APPLICABLE. 3. THE WORK SHALL BE COMPLETED SUCH THAT THE ROADWAY WILL IE FULLY OPENED TO TRAFFIC OVERNIGHT. OVERNIGHT LANE CLOSURES WILL NOT BE PERMITTED, UNLESS OTHERWISE APPROVED BY THE APPLICABLE ENGINEER. 4. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF Off ROADWAY WORK AREAS. S. TXDOT TRAFFIC CONTROL PUN TCP (1-28) SHALL BE FOLLOWED FOR THIS CT. 6. PRIOR TO IMPLEMENTING TRAFFIC CONTROL PLAN, CONTRACTOR MUST PROVIDE ADVANCE NOTI TO THE FOLLOWING: COCS PUBLIC WORKS DEPARTMENT • COCS EMERGENCY OPERATIONS CENTER • COCS POLICE DISPATCH • COCS FIRE DISPATCH • TAMU BUS TRANSIT SYSTEM • COCS ISO • COCS TRAFFIC ENGINEER 4. FLAGS ATTACHED TO SIGNS WHERE SHOVM ARE REQUIRED. 5. ALL SIGNAGE TO BE MOUNTED 24" CLEAR FROM TRAVEL LANE AND T CLEAR HEIGHT FROM TOP OF CURB. 6. LANE CLOSURES IN SECOND STREET AND BOYTET STREET SHALL BE TEMPORARY DURING WORKING HOURS TO INSTALL IMPROVEMENTS WITHIN THE ROADWAY. THESE CLOSURES SHALL BE LIMITED TO 72 HOURS MAXIMUM. THE CONTRACTOR SHALL KEEP ONE E OPEN TO TRAFFIC DURING WORKING HOURS, AND THE ROAD SHALL BE OPENED TO TWO LANES OF TRAFFIC DURING THE NIGHT. 7. CONTRACTOR SHALL BACKFILL ALL OPEN TRENCHES OR COVER WITH TRAFFIC RATED STEEL PLATES AT THE END OF WORKING HOURS AND OPEN THE ROAD TC TWO WAY TRAFFIC AT NIGHT. SIGNAGE IN CONFORMANCE WITH PART M OF THE TMUTCO, DESIG4ATING ROADWAY CONDITIONS SHALL BE PROVIDED' AT NIGHT. 8. THE CONTRACTOR SHALL PHASE CONSTRUCTION IN ROADWAY TO OW ONE FULL TRAVEL LANE ON ALL STREETS TO BE OPEN AT ALL 11MES DURING WORKING HOUi! 9. TEMPORARY NO PARKING SIGNS ARE REQUIRED ON CHERRY STREET DURING THE TEMPORARY LANE CLOSURES TO PROVIDE ACCESS TO FIRE DEPARTMENT AT ALL 11MES. 10. CHERRY STREET TO BE CLOSED BETWEEN BOYETT AND SECOND STREETS DURING CONSTRUCTION. 11. SIDEWALK CLOSED SIGNS SHALL NOT BLOCK SIDEWALKS. 12. FLAGGERS SHALL BE UTILIZED DURING CONCRETE POURS TO DIREC TRAFFIC AROUND CONCRETE TRUC"S AS NEEDED. LEGEND •i• SIGN ■ ■ CHANNEUZIi G DEVICES FLAG < TRAFFIC � OW 0-0 FLAGGER B E CW20-7 PREPARED CW3-4 CW20-4D48" X 48" 48" X 48" TO STOP 48" X 48 ONE LANE ROAD ROAD AHEAD WORK AHEAD CW20-1D J48" X 4E 120' 120' (FLAGS) 120' BOYETT STREET CW20-4D " X 48 " 48 �rY ONE LANE ►.LI ROAD END AHEAD ROAD WORK Z W o G20-2 48" X 24" Q ^; x W X, 0 CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX CW20-1D 48" X 48" (FLAGS) TRAFFIC CONTRO PLAN F- ry 0 ry U SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 3 S302101 G ----..._----- FINISH VAULT FLOOR f MH j 339.60' ABOVE I FINISH VA � LT UD = 344.25' I FINISH VAULT FLOOR 339.80' 20'-0" 11 E 1 S302/05 - - - - - - - - - -- - - - - - - - '` - - - - - - - - - - - -- S302/05 I 146-6" I of I I '\ I I FINISH VAULT UD = 344.25' I ' I FINISH VAULT FLOOR = 341.00' FINISH VA LT LID = 344.25` I FINISH VAULT FLOOR = 340.00 L-------- —----..... ...------------------—_..._._.......--_..__...._.._........--------_.._----_.,...._..--.------------._.. ----- _ — — — — ---- --.----_..._..----_._......... -- _.------...,.._...._-------------—_...—_..------J SLAB ON GRADE 1 ELEVATED SLAB o R o 2x6 KEYWAY TOP OF VAULT UD EL.1C7 SEE PLAN L 14x4' DOWEL � Q 12" 0. C. TOP BARS #5: 3'-0" 0 10" O.C. SLSLOPE �r4 0 ap" O.C.E.W OPE TO DRAIN TO DRAIN W R BOTTOM BARS I -I 11 //i//i//i//i \A� :III -II �`i/�`��i ,�`5 010" O.C.E.W /�/�/�'� l 1 II 11! f � \�/%�! EQ #5: 1 '-0" 0 10" O.C. Fz R I I -III �i�/i��i��/ (TYP., U.N.O.) o #5 VERTICAL ® 1 D O.C. OYP.) � " 14 CONT. HORIZ. 0 12 o.C. (TYP.) TOP OF SLAB EL. VARIES I IN-5/TU I ///�\�/�\� REINFORCE I � I -I i � � � � MATERIAL 1'-4» SLAB W/ BACKFILL Ell //��//��//�� R #4 12" D.C.E.W R ' (Typ.)CE * ' v WATERPROOFING REFER ARCH'L (Typ.)----- -I fit III I-' 11=1 I I I I I! IIt--I I I_IIII I =f I I_I I I 11_=1 f -111- 4" MIN. THICKNESS 1 OF 3- 15 CONT. HORIZ. COARSE FREE DRAINING BOTTOM (TYP., U.N.O.) FILTER CLOTH CAPILLARY BARRIER 9" P 16" D.C. BOTTOMOTTOM(TYP., U.N.O.) PROPERLY PREPARED SUBGRADE 'SYNCO-FLEX" WATERPROOFING (TYP.) 01 DETENTION VAUL T SECTION 3/4"=1 - o " � PLAN VIEW � N DETENTION VAULT ENLARGED PLAN 1/4=1'-0" STANDAP^ dC"'` I/A►IL I%t r agln TOP C SE )P & BOTTOM i X IFORCEMENT SLAB REINF. SEE PLAN TYP. ACCESS HATCH & CLIMBING RUNGS v� J 3/4 =1 =0" 05 SECT/ON 3 =1 ;" (:06 DETAIL 3"=1'-D" s 0 4Z a� CLIMBING RUNGS k VINGE A07ER/AL 7GA 304 STAINLESS S7FEL J DIA. Imo k MIN 4- 2 - 15 TOP & (TYP. 4 SIDES) 1- 14 TOP & BOTTO ® E+4. CORNER \- SLAB OPENING 1 REFER MEP FOR 4 LOCA77ON TYP. SLAB/WALL REINFORCEMENT DETAIL 03 AT ACCESS PORT OPENINGS & CULVERT PENETRA NO SCALE (: 07 DETAIL 3" t =0" _ 304 INLESS STEEL 10 06" T 08 DETAIL THE RECORD COPY OF TH6 DKAWNS 15 ON FILE AT THE OFFICE OF N.T9. ARCHITWIS AND Fi.MMtS INC. 401 BUSINESS FKW RICEiAWW( TX 15081. TFBS ELWTROING PCO EW f5 FZZAISED FOR THE FMIOSE5 OF REFEIM" COORDINATION, AW OR FACIIJTY hWHAEH IT MER THE AUTHORITY OF DAM K}RCH p%64).ON ANY HOD11FICATIOWO) TO THtS DRANINS SHALL BE IN 0211PUAWE WTH THE TEXAS BOARD OF EXA INt RI1Lm ©2014 N.T.S. AWHITEp-T5 ! PLANNERS, INC. ALL Rld+rM RESERVED DRA41N BY: CHECKED 5Y: START DATE: RE11151ON5: 72101 1w A. •,jai' I HNrNYtlNMNMNN.MM..i • VICTOR LIS K JRi Ar N..=OiNNNNNM 4MNl,� EN 0�C �rrrrr. rrrr��� ISSUED FOR CONSTIRXTION: 155LW FOR PERMIT, I9SLW FOR PRICING, 17E8161S! 00Gt1 W REVIEH SM V1 � z z 0 H6 z L F- AL V cn E.. "0 HOLES w' 7GA 304 �^+ STAINLESS STEELO p tL CQ Q 5502 DETENTION VAULT SECT I ONS 4 DETAILS NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24" 12" 501 Ile 12" 1/4"R 314"R 1/4"R F_ 10Y-1�1-1/2" g" � 1" 04 BARS CONTINUOUS NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. R3 3. 6"T _.f _ #4 BARS 18" C!C 3" _ T VARIES 6112" -� . • #4 BARS AND 3" CLEAR TYP. 4" • = #4 BARS DOWELLED IN CURBS 0 24" LAY DOS EXPANSIONDpWELS DETAIL GUTTER SECTION TYPICAL COMBINED CURB & GUT IFER SECTION ST1-N0 STI-01 STI-02 NOTE: NOTE: i. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT All SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'s, AND P.C: s. TYPE "S" CONTRACTION RADIUS POIN 12' 1" MIN. TO #4 BARS ®18" O.0 .E.W. 6" MAX. (MID SLAB} SECHONA A A I 12' 1 A /I A iy �V s � ;.GALLEY;'• �, QUO IV Av •.,G T TYPE "G" EXPANSION JOINT ALLEY PAVING JOINTS IN CURB A GUtTER SHALL BE SPACED AT A MAXIMUM JOINTS IN CURB & GUTTER SHALL BE SPACED ATA MAXIMUM DISTANCE OF 10' APART DISTANCE OF 10' APART GENERAL NOTES: 2. PIPE EXTENDED 1"-2" FROM BOO TO BE COVERED WITH FABRIC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER AND TIED IN PLACE HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY tP4 BAR 112" CHAMFER BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL (TYPICAL) GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS 24" SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 4 ' ° • a s .d : • e 'a p ' APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY v y < a 3" 24" CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE e ° •. VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS a �• 1/4"R 8„ COMPLETE AND THEN REMOVED BY CONTRACTOR. 3 ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF 0 6" SILT AFTER EVERY RAIN. e ALL TRAFFIC SIGNALS AND APPURTENANCES AND ALL PAVEMENT 24" 12" 3" 1!4"R MINI 1)2% • °� 3.s� 6- MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT SLOPE STANDARDS 4" T 12" _ 1/4"R REFER TO SPEC 3117 23.23 PAVEMENT MARKINGS) FOR L2r •� a. 3 " RS` 6" �!4" �� ADDITIONAL LOCAL REQUIREMENTS. 3 2 3" id 28-DAY CONCRETE STRENGTH=3500 pal. ST • 3" 3• 0 2" 3" 2" • 44- 3" 4" 3" • = #4 BARS _ #4 BARS 0 = 314" X 18" SMOOTH 0 = 314" X 1 S" SMOOTH EXPANSION DOWELS EXPANSION DOWELS TYPICAL COMBINED TYPICAL WEEPHOLE CURB SPILL CURB ST1-04 STI-0,� SEAL WITH JOINT MATERIAL �:" �•'Q `.•pia 6" MIN. METAL KEY WAY PLATE DEFORMED TIE BARS #4 X 18-, 18" O.G. TYPE IID° LONGITUDINAL TOINT LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED SEAL WIEXPANSION JOINT MATERIAL SMOOTH DOWEL BAR $14" 0 X 18", 18" D.C. COATED WITH HEAVY 1/4" R 3i4" GREASE) 6" MIN. RECYCLED MATERIAL, 314" THICK AS MANUFACTURED 3" LONG METAL OR PLASTIC CAP, BY J.D. RUSSELL CO. OR INSIDE DIAMETER TO BE 1/16" GREATER APPROVED EQUAL THAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM THE END OF BAR. �E "Gll I �PANSION & CONSTRUCTION JOINT SAWED OR FORMED, SEAL WITH JOINT MATERIAL. SEALING NOT REQ'D IN CURBS 3/8" R---�jiFIIW'TO 3116" =314" T. 6" MIN. #4 BARS, IS" O.C.E.W. TYPE "Bll CONTRACTION JOINT .+• w I ro -•I m m m � U! mIn IT! _T r Zw c++ 3„ YY CURB #4 BARS 18" C.C. THE REBAIRS AT EVERY INTERSECTION SHALL BE 3i4" DOWEL BARS 4 TIED PER CENT / TYPE "G" JOINT - SEE DETAIL I L-TYPE "D" JOINT #4 TIE BARS I W' LONG SEE DETAIL TYPE "G" JOINT I/7 TYPE "B" JOINT CURB TYPICAL JOINT & REINFORCEMENT LAYOUT FOR CONCRETE PAVEMENT 5-it2" -sal. 7/8" I a e 1-5/8•' 3/4" METAL KEY WAY PLATE TYPE "B" JOINT (TYP) VARIES 1.-6.­c (TYP.) TYPE "D" JOINT (TYP.) — TYPE "G" JOINT AT ALL RADIUS POINTS AND MAX. DISTANCE OF 300' ON TANGENTS NOTE: EXPANSION JOINTS AS SHOWN AND AT EACH RADIUS POINT. CURB EXPANSION JOINTS SHALL BE AT 60' CENTERS. CURB CONTROL JOINTS SHALL BE AT 10' CENTERS. LONGITUDINAL JT. 90° TO CHORD OF RADIUS ('TYP) BACK OF CURB TYPE ..e„ JOINT TYPE "G" JOINT AT FUTURE EXTENSION OR AT PROPOSED WORK (TYP) TYPICAL JOINT LAYOUT AT CONCRETE INTERSECTION -06 1 TYPE "G" EXPANSION EXISTING CURB & GUTTER KEEP 6" RISE TO w JOINT. ELEV. + TO BE REMOVED �+ TYPE "G" EXPANSION It NOTES: w TIC ELEV. = 3" PROPERTY LINE JOINT. ELEV. + U-Z CURB RETURN RADIUS + 2' CURB RETURN RADIUS + 2' " MATCH ILOF ! TIC ELEV. = 3" CQ 1. IF THERE IS VALLEY a.3 KEEP 6 RISE TO EXISTING GUTTER I-> GUTTER, TH N TRANSITION OI- MATCH if OF PROPERTY LINE ad 2 AV E z CURB RETURN RADIUS 1' 6" CROWN AT 'ALLEY GUTTER j CURB RETURN RADIUS 1'-6" EXISTING PVMT. I « O� TO FULL CR, WN IN 50'. ZOC EXISTING GUTTER 4 ° V ACCESSIBLE ROUTE 4 MIN O� T (� } 2. TYPE "G" EXPANSION JOINTS a to ACCESSIBLE ROUlm MEN.j - - (OPTIONAL) IN CURB & GUTTER SHALL BE (OPTIONAL EXISTING - - 4" $" RISE N TO OF 40' APAT AND AT ALLNCE MOTE PVMT. ,E-sI 3 OTEOT ---� EXISTING BASE MIN DRIVEWAY APRON SHALL BE 4" g" RADIUS POI TS, P.T.'S & P.C'S. NOTE 3 TYPE "B" C NTRACTION (28-DAY CONCRETE STRENGTH JOINTS IN C, RB &GUTTER g" 3" RISE - 3000 psi) W/ #4 BARS ((�� 18' 1-1/4" SHALL BE S AGED AT A MAX. EXISTING 3" DRIVEWAY APRON SHALL BE 4" DEFORMED TIE BAR O.C.E.W. ASPHALT APII-ONS WIO q� --1 (?8-DAY CONCRETE STRENGTH #4 X 18" O.C. FOR TIE CURB AND GUTTER SHALL BE TYPE "0" LONGITUDINAL 3. 2%SMAX SLOE �� APART. TYPE "D" 1-1/4" BASE = 3000psi) W/ #4 BARS @ 18" TO CONCRETE TO ALLOWEDON OPEN DITCHED JOINT LONGITUDINAL JOINT O.C.E.W, ASPHALT APRONS W/O CONCRETE PAVEMENT STREET SECTIONS ONLY. 4. T MIN TRAN 51TION TO LAY DEFORMED TIE BAR CURB AND GUTTER SHALL BE ONLY DOWNCURI BEGIN AT P.T. #4 x 18" O.C. FOR TIE ALLOWEDON OPEN DITCHED SF,CTI(1N,9 -.4SF.GTIOiV A A TO CONCRETE TO STREET SECTIONS ONLY. SECTO1V19 A CONCRETE PAVEMENT SLOPING AWAY FROM INTERSECTION SLOPING TOWARD INTERSECTION ONLY SECTIONA A SIDE STF. ET WIDTH--.� WITH I„9 TTI30WN C'LIII'R A TYPE "G" EXPANSION JOINT Sp PROPERTY LINE 6" THICK CONCRETE_ (ram p *MAINTAIN 2% MAX NOTE: RAMPS ONLY WHEN 3500 PSI) WITH #4 BARS A POINT OF OATED CROSS SLOPE THE LONGITUDINAL SLOPE IS — -------- AT 18" O.C.E.W. WITH CURVATURE GREATER THAN 1:20 RAMPS DOWEL INTO EXISTING SIDEWALK 6" LSSS TO 2' BEYOND SHALL COMPLY WITH TAS (VARIES)WITH #4 BARS @ 18" O.C. BACK OF CURB REQUIREMENTS BACK OF CURB RETURN CURB TO HAVE A ROLL FACE DIMINISHING i 25' RAD. (MIND T RADIUS POINT SMOOTH DOWEL BAR SIDEWALK �, * ,Ca 4-4 (1�12" PJ X 16"((,WITH CAfS rJ'00"NGITUDINAL pE "D" ED 14 ��� WITH HEAVYCGREASE) I INACCESSIBLE RAMP5' R. (MIN.) BACK OF CURB 7:1(SEE RAMP DETAIL) — — — — — — — — — — I— — — — — — — — -ACCESSIBLE ROUTE NEAT SAW CUT NEW CUT A 1, NEAT SAW CUT - - - i OINT OF TANGENCY I * MAINTAIN 2% MAX CROSS TYPE "G" EXPANSION JOINT EXISTING CURB & GUTTER TO • • - - • • • • • —► • .. ... ► ... ... —► ... . , . —r ... SLOPE. S'MIN. WIDTH. BE REMOVED. REPLACE STREET SURFACING AS NEEDED LoA C� EXPANSION JOINT (TYP.) EXISTING SIDEWALKS (A MIN. w- "vtEtT� SEAL WITH APPROVED OF4' BEHIND BACK CURB} RESIDENTIAL DRIVEWAY EXPANSION JOINT MATERIAL MAY REMAIN IN PLACE, OTHERWISE SIDEWALK MUST T �'(1 .0 �) ICAL STREET N C , CRETE APRON BE REMOVED. ST2-0N i ST2-01 H TYPE "O" EXPANSION JOINT. EXISTING CURB & ELEV. +TIC ELEV. = 3" URM1 114E PER GUTTER TO BE _ — TYPE "G" EXPANSION JOINT KEEP 6" RISE TO I REMOVED PROPERTY LINE DRIVEWAY WIDTH I PROPERTY LINE APPROX.12" ARIE EXIST EXISTING GUTTER I L VA IES EXISTING PVMT. I *MAINTAIN 2• MAX DRAINAGE CULVERT I 6 CROSS SLOE I RETURN CURB TO HAVE (MIN. 18- DIA RCP PIPE) A _ _ _ _ _ --� " A ROLL FACE DIMINISHING AT RADIUS POINT SECTIONA-A — - - —� -- PROPERTY EXISTING BASE 3i 9'l 1 TYPE "0" AMBULATORY RAMP MIN. DRIVEWAY APRON SHALL 25' MIN. R. REMOVE CURB ! LONGITUDINAL SLOPE 1:12 MAX BE 6" (28-DAY CONCRETE THRU RA P !r JOINT NOTE: - — - - DEFORMED TIE BAR STRENGTH = 3000 psi) - - - I- - - - - FOR TYING NEW WI #4 BARS 1B" O.C.E.W. I F - - - - - - 1. LENGTH OF DRAINAGE PIPE FOR EDGE PVMT• ASPHALT APRONS W/O CURB SIDEWALK C I RESIDENTIAL DRIVES IS 3W MAX DRAINAGE CONCRETE TO EXISTING & GUTTER SHALL BE ALLOWED _�'�' & 20' MIN. CULVERT CONCRETE PAVEMENT ON OPEN DITCHED STREET - - - - - - - - " - - -ONLY SECTIONS ONLY. NEAT— I 2. ALL DRIVEWAY PIPES WITHIN �— SAW CUT _ I SAW CUT SLOPED ENO SECOCONCRETE A E61 SLOPE) OR APPROVED SECTIONAA ��-� QUAL. q % A (� 1' TYPE "G" NEAT EXISTING CURB & GUTTER TO ICh 1 f DRIVEWAY J'�WAY ENTRANCE EXPANSION JOINT SAW CUT SURFACING AS NEEDED BE REMOVED. REPLACE STREET WITH CULVERT ST2-N2 COMMERCIAL DID VEWAY ST2-03 II #4 BARS,18. O.C.E.W. 28-DAY CONCRETE FLEX BASE * MIN. 6" HMAC STRENGTH = $600 psi BORING OF STREETS FOR (TYPE C OR D) EXISTING SEAL COATI HMAC DOWE #5 BARS,16" LG., UTILITY PIPE IS THE CITY 6" INTO EXIST. PVMT.), EXISTING STANDARD, OPEN CUTTING SAW CUT � 18" D.C. COMPACTED CEMENT GRAVEL STREET 8" OF STREETS SHALL BE BY STABILIZED SAND .���� EXISTING CONCRE�E g^ APPROVAL OF THE CITY SAW CUT o ao •o .o..•oo.a,•o•o:o•.• o pa ENGINEER ONLY. STREET COMPACTED CEMENT VARIES COMPACTED CEMENT STABILIZED SANG OR STABILIZED SAND FLEX BASE ; .,;:.:� ��•::j *REFER TO HMAC SPECIFICATION �12" 'Fr:.'' '•:.' FOR LIFT LIFT AND COMPACTION 12" REQUIREMENTS BORING OF STREETS FOR O.D. 6„ UTILITY PIPE IS THE CITY SEE BEDDING DETAIL FOR STANDARD. OPEN CUTTING SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE O.D APSTREETS ROVAL OF THE CITY LL 13E Y APPROPRIATE PIPE TYPE UNDISTURBED ENGINEER ONLY. UNDISTURBED SOIL VA VARIES BORING OF STREETS FOR %� SEE BEDDING DETAIL FOR UTILITY PIPE IS THE CITY UNDIS RBED SOIL) APPROPRIATE PIPE TYPE STANDARD. OPEN CUTTING OPTN CUT OF STREETS SHALL BE OPEN CUT SEAL COAT/ EAPPROVAL OF TH NGINEER ONLY. E C11V Y VARIES GRAVEL STREET OVERLAY STREET OPEN CUT CONCRETE STREET FsT4-00 I ST4-01 ST4-02 100' ROW I ► RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT WIDTH 24 90 R.O.W WIDTH 70 100 1 W UTILITY 14 I —14 16' UTILITY EASEMENT 12' 12' W EASEMENT (SEE NOTE 1j w (SEE NOTE 1) X2 NOTES: Ga 2" HOT MIX STD, RIBBON CURB W Z = ASPHALTIC _ 1. RURAL SECTIONS WILL NOT REQUIRE 16' w 1- CONC. PVMT. EASEMENTS PARALLEL TO ROW WITHIN p?� d 1J "IFT. SLOPE-► u� N CITY LIMITS. w O 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL , " ` HAVIM FOLLOW COUNTY SPECS AND STANDARDS A MINA" HMAC BASE OR 6" CRUSHED 6" OMPACTED STABILIZED SUBGRADE LIMESTONE BASE (98,�o STANDARD ASTM D-698 AT A 11 ISTURE CONTENT BETWEEN 0 AND +4°,OF OPTIMUM TYPICAL RURAL ROAD RIBBON CURB SECTION ST4-03 NOTES: NOTES: 1. ALL SUBGRADES SHALL BE STABILIZED, S. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" 2. FOR SUBGRADES WITH PI > 15 AND % PASSING THE #200 . ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. FOR ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH - 3500 PSI) SIEVE 2 35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC 3. FOR SUBGRADES WITH PI < 15 AND %PASSING THE #200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN SIEVE < 35°%. USE PORTLAND CEMENT STABILIZATION. GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. VARIABLE R. O-W (SEE NOTE 1) 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND WILL BE DETERMINED BY THE ENGINEER. — VARIABLE SIC TO BIC (SEE NOTE 1) j- VARIABLE R-O-W (SEE NOTES) -� VARIABLE BIC TO BIC (SEE NOTE 6) e � � q MONOLITHIC CURS SEDER ' CONCORETE- 2" HOT MIX ASPHALTIC STD. CURB & GUTTER SEE 5' CONCRETE SEE 6' CONCRETE 6" REINFORCED SEE 5' CONCRETE 51 WALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL ' I SIDEWALK DETAIL CONCRETE (28 DAY TYPE "D" JOINT SIDEWALK DETAt STRENGTH s 3500 PSI) f 3% SLOPE ---s 3%SLOPE -...a. LIMIT OF MIN. 4" HMAC BASE I off, LIMIT OF MEASUREMEt 2' #4 BARS 18" O.C.E.W. ` S" COMPACTED STABILIZED SUBGRADE (98% STANDARD FOR ROADWAY EXCAVATION ' 2' OR 6" CRUSHED LIMESTONE ASTMMD-698 ATOA STABILIZED SUBGRADE CONTENT BETWEEN STANDARD FOR ROADWAY EXCAVATION (MID SLAIN) j ASTM D-698 AT A MOISTURE CONTENT BETWEEN AND STABILIZATION BASE (96%L STREETS) MOD. ASTM-D1557) 0 AND +4% OF OPTIMUM. &STABILIZATION 0 AND +4% OF OPTIMUM) (LOCAL STREETS) TYPICAL STREET SECTION TYPICAL SIIIREET SECTION ASPUAT,TIC'CONCWE7TP.•9VFAMAY ST4-04 RF,I.VFORCED b! ONCRETFPATI MEVT ST�•-N' T �a —1-1-:1 Ll CITY OF BRYAN The Goml Ld,r Texas Style. - DRAWN BY: C.L.M DATE. Q8-01-12'. SCALE: N T S APPROVED: W. P.'K. F'EGURE: SHEETST F1 4_. Ilj �f NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS- BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. r y � l0� LIN"' � ti \\ \ \ STANDARDS SIDEWALK SLOPE REQUIREMENTS �4"x4"x3116" STRUCTURAL STEEL TUBING 8' O.G. MAXIMUM--- ►I-.---8' O.C. MAXIMUM 12" O.C. SWI-00 6" O.C. u � - { U \- 4"x2"x3/16" STRUCTURAL STEEL TUBING STEEL 116"TUBING STRUCTURAL--' 1"xi"x3N6" STRUCTURAL STEEL TUBING STEEL TUBING SEE CONNECTION DETAIL 6" 4" TYPICAL PEDESTRIAN 112" DIA. BOLT YP GUARDRAIL CONNECTIONDETAfL SW l -01 GENERAL, NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT STANDARDS REFER TO SPEC 31 17 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH BIOS UNIFIED DESIGN GUIDELINES, 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1- DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS @ 40' O.C.,CONTRACTION JOINTS @ 4' O.C. S. DOWEL IN WITH x 12"BA AD S @ 12" O.C. OR #4 x TO ANY CONCRETE STRUCTUBARS R 8DJ CENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0.40A WET OF THE OPTIMUM MOISTURE CONTENT S. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAB AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 114" R 1/2"0 X IS", 12" O.C. p- �- 314" (COATED WITH HEAVY 1 f GREASE) MIN. W-0" VARIES - I 4"I T--� .a-2% MAX. I RECYCLED MATERIAL,112- THICK AS MANUFACTURED SEE NOTE 4 BY J.D. RUSSELL CO. OR /3-ONG METAL OR PLASTIC CAP, INSIDE APPROVED EQUAL DIAMETER TO BE 1116" GREATER'THAN DIAMETER OF DOWEL BAR. CAP MUST #3 BARS 12" O.C.E.W, OR 28-DAY CONCRETE DOWEL AND HAVE STOP $ TO 0 END OF #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI CAP IS 1" FROM ENO OF BAR. (4" THICK MIN.) SIDEWALK EXPANSION & CONSTRUCTION JOINT SAWED OR FORMED, 1/8" TO 3116 SEAL WITH EXPANSION JOINT MATERIAL, MIN. f SIDEWALK CONTRACTION JOINT SWEEPSAND MIN 8" INTO ALL JOINTS MAX 24" CONC. SIDEWALK .� o• 4„ O • ' a o-. 7.5., • O s. 1 6" 1 V\- 1" MAX. SAND LAYING COURSE ACCEPTABLE TRAFFIC RATED PAVER MATERIAL SIDEZ'VALK PAVER SECTION CONCRETE SIDEWALK. ALONG LOCAL STREETS e 3'-0" MIN 6'-0" VARIES- 2°!° MAX. SEE NOTE 4 #3 BARS @ 12" O.C.E.W. OR -A \-28-DAY CONCRETE #4 BARS @ 18" O.C.E.W. STRENGTH•= 3000 PSI ALONG MINOR COLLECTORS AND LARGER 1 ACCEPTABLE TRAFFIC RATED 8'-0" VARIES--+ PAVER MATERIAL , 2% MAX. SEE NOTE 4 SEE NOTE 3 28-DAY CONCRETE #3 BARS @ 12" O.C.E.W. OR STRENGTH = 3000 PSI #4 BARS @ 18" O.C.E.W. 4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS SWI-02 CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS, CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN 4' BE AS SHOWN ELSEWHERE IN "VARIES 4' THE PLANS. .* THE PLANS. VARIES 3116" NOMINAL VARIES NEENAH GRATE BOLTED ANNULAR SPACE IN PLACE OR APPROVED 8' N 4, GREEN SPACE y EQUAL 8. `. SIDEWALK • ' %�:. L9Oi �/Ia . •. ;'' a ��tt`Gi4 DETECTABLE B' ' ' SIDEWALK-.!. S' . .. a S WARNING ••' •. `o h . SURFACE " rre,i, . .. s., No. 4 BARS 12ml DETECTABLE \ t AMP 1 : 8" VARIES I WARNING (Typ) PROPERTY LINE � ~L ` SURFACE PROPERTY LINE � ash 2�� TRENCH GRATE MAY ONLY BE ALLOWED WITH PRIOR APPROVAL FROM THE CITY 2Sy 9 (� ?S; 9 /(� h • a . ; i WHERE THERE IS NOINEER OTHERND t5' ►' STORM SEWER SYSTEM '­ 23' 190' CURB RADIUS Oy•q ` i ► •' 1 C/y\ ►' - AVAILABLE. 21.�'(20'CURB RAOI S) �1.c� • •. ••; 4, ►- .', ` 16.5' (26' CURB RADIUS) F•p . w FOP a CROSS SLOPE NOT TO EXCEED 1 z 23' (10' CURB RADIUS) i a 2% OR BE LESS THAN 1 % ON ANY 1LLI 21.5' 20' CURB RADIUS 1 o 16.5' (25 CURB RADIUS PORTION OF RAMP OR TRANSITION t � _ �.:: - • TO STREET ..', 1 •' y K CROSS SLOPE NOT TO EXCEED • ' • .r : < '• ' • • 2% OR BE LESS THAN 1% ON ANY 1 PORTION OF RAMP OR TRANSITION ' r: TO STREET 5' 3' 8' 14C11? c&ic Vices 5'/6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE RAMP AT STREET INTERSECTION SW3-00 RAMP AT STREET INTERSECTION TRENCH GRATE SW3-01 SW702 CROSS SLOPE NOT TOEXCEED 2% CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED PORTION OF RAMP OR TRANSITION ON ANY R 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS ThAN 1% ON ANY BE LESS THAN ANSITION TO STREET PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSPfiON / TO STREET / TO STREET / 50, J5 tib�/ yy y�P� yy y y PROPERTY LINE PROPERTY / PROPERTY / DETECTABLE LINE / WARNING / DETECTABLE LINE / DETECTABLE SURFACE -� WARNING WARNING yy 8' SIDEWALK y yy -- -' yyy SURFACE � -- y SURFACE y y y yy RAMP* 6'SIDEWALK 2 RAMP* .ra" Z RAMP _z i:1,, "::. & SIDEWALK i 1:12� ,,.�l!am� t!7 SLOPE w •.e 1: 12 �1/ tl SLOPE : SLOPE MAX. 3' EXPANSION JT. & 3' EXPANSION JT. & SMOOTH DOWEL BAR SMOOTH DOWEL BAR, EXPANSION JT. & 1/2" DIA, X 16", WITH 112" DIA. X 16", WITH BACK CAP @12" O.C. OF CURB SMOOTH DOWEL BAR, BACK (COATED GAP �12" O.C. 1/2" DIA. X i 6", WITH OF CURB 6' MIN. GEASE) W/HEAW OF CURB 6' MIN. (COATED WtHEAVY 6' MIN. CAP 12" O.C. (COATED WIHEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP U SIDEWALK AMBULATORY RAMP 5SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 =W3-041SW3-05 CROSSWALKS: DETECTABLE WARNINGS PEDESTRIAN FACILITIES DETECTABLE Z WARNING SURFACE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC GENERAL NOTES: GENERAL NOTES: CONTROL DEVICES AT CONTROLLED INTERSECTIONS. p THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION 1• CURB RAMPS MUST CONTAIN A DETECTABLE WARNIh i. A St dPFC F--j- LANDING w>v FOR PEDESTRIANS TO CROSS THE INTERSECTION AS WELL AS INFORMING DRIVERS WHERE PEDESTRIANS SURFACE THAT CONSISTS OF RAISED TRUNCATEO DOMES COMPLYING WITH SECTION 4.29 OF THE TEXA AR ti!ext�t tti� A �Llagi E THE LEAST POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY C MAYBE PRESENT, NOT ALL LOCATIONS NEED THE CROSSWALKS MARKED; HOWEVER TYPICALLY ACCESSIBILITY STANDARDS (TAS). THE SURFACE MU CONTRAST VISUALLY WITH ADJOINING SURFACES, T SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE OF APPROACH SIDEWALKS AS DIRECTED. „ 4 MAX. q o:u•.o:a:a. _Eli COLLECTOR AND ARTERIAL STRE&S DO. AS STATED IN THE TMUTCO, AN ENGINEERING STUDY SHOULD BE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED DETECTABLE WARNING SURFACE ADJACE T TO 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY DIRECTION. cn :o:a:a�;'a AND USUAL a: PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEW ERE ;aApOo :o:gaaa:p;o:4.0. LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. IN THE PLANS. 3. MANEUVERING SPACE AT THE BOTTOM Of CURB RAMPS o _ THE CITY OF BRYAN'S PREFERENCE FOR MARKING CROSSWALKS IS THE LONGITUDINAL (OR "LADDER" 2• DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULAT SHALL BE A MINIMUM OF V X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. N - > A"MIN FACE OF PREFESTYLE). THE CITY OF COLLEGE STATION'S RENCE IS THE TYPICAL 'TRANSVERSE" STYLE; HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK ANDui CURB RAMP IS 2%. 10" MAX• CURB SCHOOL OR SCHOOL ZONES, AND OTHER HIGH PEDESTRIAN CROSSINGS THE LONGITUDINAL (OR "LADDER" STYLE) IS PREFERRED. DEVIATION 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION FOR THE DETECABLE WAR SURFACE NG S. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS TYPICAL PLACEMENT OF DETECT �iBLE WARNING FROM THE APRAPREFERENCESOF HE CITY ENGINEER D ONLY WITH THE LONGITUDINAL FOR EACH CURB RAMP TYPE. S. DETECTABLE WARNING SURFACES SHALL BE A MINIM 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND JM OF THE RAMP EITHER BECAUSE THE ADJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. SURFACE ON LANDING AT STREET EDGE STYLE MARKING SHALL BE 24" THE FULL WIDTH OF THE CURB RAMP OR WIDE AND 8 FEET IN LENGTH, SPACED 484NCHES APART. THE TRANSVERSE MARKINGS SHALL CONSIST LANDING WHERE THE PEDESTRIAN ACCESS ROUTE El THE STREET. 4TERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION DESIGN, LIGHT RELECTIVE VALUE AND TEXTURE MAY 9E �S-/fin llll ES BY 6 FEET OF UNMARKED PAVIEMENT. ALL CROSSWALK PAVEMENT DE LIN MARKINGS SHALL ALWAYS MEET ROSE S SPECIFICATION 6. DETECTABLE WARNING SURFACES SHALL BE LOCAT THAT THE EDGE NEAREST THE CURB LINE IS A MINIM SO M OF E CURRENT EDITION OF THE TEXAS FOUND IN ITY STANDARDS (TAB) AND 16 TAC 68.102. ACCESSIBIL FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN z LANDING O BY THE CITY ENGINEER. OF CURB. DETECTABLE WARNING SURFACES MAY CURVED ALONG THE CORNER RADIUS. ( BE SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSj8LE PASSAGE OVER OR tom. rnwp ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS CAN BE FOUND IN THE TMUTCD. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRI IED THROUGH THEM. Cam tuw_ CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, POLYMER COMPOSITE, PRECAST POLYMER CONCRET AND CONCRETE. , B. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE n.F-a DETECTABLE WARNING SURFACE (DOMES TO RUN PARALLEL TO STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE RETRO-REFLECTIVE, THERMOPLASTIC TRANSVERSE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE PEDESTRIAN TRAVEL) STRIPING. ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 4" MAX AND USUAL 9. EXISTING FEATURES THAT COMPLY WITH TAB MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. o,a.caF.�:q;ts.':va:�F, SIDE; LAKE iv :o`a°q;'a:a (TYP. 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY N FACE OF THE ENGINEER. 0 MIAX CURB 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS TYPICAL PLACEMENT OF DETECTABLE CONNECT TO THE STREET. 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG WARNING SURFACY ON .iT .f)PTN(' RAMP RT TN CURB LINE. SW2-01 2-3/8"j _�__ Qz 5'x5' °~ LANDING '' D O D ORala 11 4"lo0 10000 WflQz pLANDING am 8" aai<a aF"D DETECTABLE WARNING DF,TF,CTARI,F, DOME suRFACE TRUNCATED 4., MAX a WARNING P,4 T-TJ? AND USUAL EXF O co �a _v\AX. i� o Z A A - AS SIDE FLARE SIDE Y (TYP.) (TYP) •- _ �- FACE OF ITYP GAL) Y 4' RAMP WIDTH �(NPICAL) CUR80F CURB (TYPICAL) TRU rCA TED TOME PA T7ERN TYPICAL AMBULATORY RAMP W/ CURB RAMP FLARED 1VINGS DETECTABLE WARNING PAVER GENERAL NOTES WAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM 0-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LA" FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. NO.3 REBAR AROUND PAVER INSET DETECTABLE WARNING PAVER WITH 7N JOI 4qT TRUNCATED DOME SURFACE [RED V MORTAR BED - SHALL CONFORM TOAPPLICABLE SPECIFICATIONS CONTROLJOINT PERMISSIBLE �mx �1 `MIN.4" No. 3 Is"if L CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS SECTIONA A SW2-03 1 r -4 r I i CITY OF BRYAN The C ood Lde, Texas &jle.- DRAWN BY: C.L.M. DATE. 08-01-12 ' SCALE: N Ts APPROVED: W. P.;K, FIGURE: i i SHEET 1 OF 1 NOTE: GENERAL NOTES: � Q-" --'--� 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL eE MECHANICL JOINTS UNLESS 1Oil> (. 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY HAND, AND OTHERWISE DIRECTED. 28-DAY CONCRETE IS DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF STRENGTH = 2000 psi FINISHED GRADE. 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 24" X 24" X 6" WITH #4 BAR AROUND 2. ALL VALVE OPERATING NUT BY ANY MECHANICAL EQUIPMENT. F FEET MEASURED FROM THE BACK OF CURB TO THE 28-DAY CONCRETE ALL VALVE BOX. ACE OF THE STEAMER ON THE FIRE HYDRANT. STRENGTH o 2000 1 �' EXTENSIONS RITE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE -28 DAY CONCRETE � D WITH #4 BAR AROUND OF STEEL, SIZED AS NOTED STRENGTH = 2000psi. S. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN G AND PAINTED WITH TWO (2j ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT 1.1 1'_ ALL VALVE BOX. COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. 77 TRAFFIC RATED COPPERHEAD 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON SNAKEPIT TEST STATION OR 3. EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. g HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER APPROVED EQUAL OF ONE (1) FOOT LONG. NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. WEu?A -A 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL Z 7ETVA -A WATER LINES SHALL BE AMPro WILL HAVE FULL BEARING ON THE FINE GRADED USA, LLS52 LOCKABLE LID. TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR STANDARD FIRE HYDRA EACH BELL AND FIRE HYDRANT. GATE VALVE WNALVE BOX TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT WATER LINE S REQUIRED + SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX TO A STEAMER NOZZLE CHAINS APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS. REMOVED BY TEE OR TAPPING 1' MIN. 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE EXTENSION WITH A A CITY'S ACCEPTANCE OF AS REQUIRED I CENTERING COLLAR. WORK. AS A ~ • 6" FROM TOP OF BOX. FINISHED GRADE �f REQUIRED BURY LINE AS EQ' RIA E ANCHOR 90° BEND 2" SQUARE WITH NUT WITH i GATE VALVE m EXTENSION z CENTERING COLLAR. 6" STD. WNALVE BOX TERMINATE 4' TO 5' 0. FROM TOP OF BOX. I Z WITH SAIL IOL F7S STANDARD FIRE HYDRANT } STpp GATE VVALVE (SEE NOT 8) 6" D.I.OR C909 PIPE AWWA C900 WJS TAINLESS f 6" MJ ANCHOR + C PRESSURE PIPE STEEL BOLTS COUPLING 0 x CON RETE PEAGRAVEL-FILL 14 ga. INSULATED BLOCKING f TO 1 FT. ABOVE COPPER TRACER PVC OR 0.1. PIPE WIRE \ WEEP HOLE t(� THRUSTSLOCK FIRE HYDRANT LOCATION REALIGN AS NEF,DED TEE OR TAPPIN BLOCK AS DIRECTED. SLEEVE & VALVE MECHANICAL JOINT � BLOCK USING 12"xl2"x4" MIN. DIMENSION APPROX. AS REQUIRED WITH SET SCREW BLOCKST CONCRETE EQUAL TO ONE BAG OF RETAINER GLANDS SACKRETE OR MEGA LUGS 6" X 12" GRAOELOK BLOCK AS DIRECTED (RO J.A SPLIT ETOFINALG ) ,STANDARD FIRE GATE VALVE & BOX OFTI0I�AI, (ROTATE TO FINAL GRADE W1-00 HYDRANT ASSEMBLY W1-02 2" SQUARE x 2" HIGH TRAFFIC RATED gc REFER TO TECHNICAL SECTION OPERATING NUT COPPE R T AT ALLATI12 WIRE STATION OR RAFFIC RATED COPPERHEAD APPROVED EQUAL SNAKEPIT TEST STATION OR 4 GROUND LEVEL APPROVED EQUAL ........ ,...,.. ,.^v.. ....��. 900 _ 24"x24"x6" VALVE OPERATING NUT 24,1 CONCRETE PAD EXTENSION MAX. METAL (STD.) 5' DIA x 1/8" MIN DETECTOR TAPE THICKNESS STEEL METAL DETECTOR TAPE PLATE w/ 90° CUT-OUT 48" MIN. 1" DIA STEEL ROD TRACING WIRE SQUARE SOCKET 149a SOLIDCOPPER TRACER WIRE SHALL END 2" DIA INSIDE AT A TEST STATION. 218' DEPTH TWO $18" SET SCREWS ON THICKNESS) WAIL EITHER SIDE TO LOCK THE HICKNESS) OPERATING NUT. SCREWS TYPICAL UTILITY PIPE 1 ARE TO BE FLUSH WITH TYPICAL UTILITY PIPE OUTSIDE EDGE OF BOTTOM x SOCKET TRACER WIRE MUST BE INSTALLED DEAD END DIRECTLY ABOVE THE PIPE. GATE VALVE EXTENSION WI-011 UTILITY PIPE LOCATION MATERIALS wl -03 NOTES: MEGALUG OR 1. FURNISH AS SHOWN ON PLANS SETSCREW . PIPELINE RETAINER 10, BLACK WARNING SIGN MAIN LINE TEXT�� CTED WARNING 2 FROM SIGNS2GTO A STEEL BAKED ON UNDISTURBED ENAMEL FINISH. FURNISH ONE o DIRT 10" WARNING AND ONE VALVE SIGN , 24" U DERGROUND PIPELINE AND ONE POST FOR EACH VALVE c CONTACT THE CITY INSTALLED AND AT OTHER c _ BEFORE EXCAVATfN4 LOCATIONS AS SHOWN ON PLANS, END OF LINE FURNISH SAME NUMBER OF WATERLINE CAP/PLUG BACK ROUND 4 INSTALLED (OMITTING VALVE EACH f NUMBER ON VALVE SIGN o M_ J. TEE v� V (NOT A SEPARATE PAY IT M) OR CROSS BEDDING SAND 7" NO. 2" BLACK PRESSURE 3' X 3' X 6- TO BE ADDED AFTER CONCRETE SLAB NOTE: A BASIC SIGN HAS BEEN DIMENSION FOR CONCRETE 0" PAINTED. VARIES WITH WATERLINE SIZE 24 WHITE BACKGROUND MIN. PLAN TMV MJ PLUG ® PIPELINE WARNING SIGN UNDISTURBED DIRT COMPACTED VALVE IDENTIFICATION SIGN SELECT FILL 4'-0" v"n 8' BLUE HEAVY DUTY, WING CHANNEL POST VALVE BOX AND SHAFT EXTENSION MEGALUG 2' X 4' X 6" 4'-0- CAST IRON VALVE BOX COVER PIPE CONCRETE SLAB 8.. MIN. 2' X 4' X 6" CONCRETE SLAB • .: .. • t •" 4'-0" NOT GREATER THAN 4V �i BACK FILL AMERICAN FLOW Z CONTROL TRENCH 8" D!P W/RETAINING .q ADAPTER OR AN APPROVED EQUAL GLAND AT BEND AND 12" MIN. PLUG. �4 CONCRETE `Q� SF,CTIONA-A 0� yQ THRUST BLOCK NOTE: RESTRAINED JOINT 6" M. J. ELL PLACED ON W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING END OF LINE BLOCKING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED OF ASSEMBLY SHALL BE 95% STANDARD DENSITY PER ASTMD698 IN -LINE BLOW OFF ASSEMBLY W3-00 NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN r �- -•----GALV. ELL 73-01 UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP �,, SIDES OF COPPER PIPE. AIR RELEASENACUUM GALV. NIPPLE ­4REMOVE AND DISCARD 2. PAYMENT FOR 1310 ITEM OF "AIR RELEASE VALVE" BREAKER VALVE I;--- AFTER USE MJ PLUG SHALL INCLUDE ALL MATERIALS, AS SHOWN IN VALMATIC MODEL 101 (1 ") 2" METER BOX WITH I i EXIST. GRADE VALVE BOX AND SHAFT EXTENSION DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. OR MODEL 102 (2-) OR CAST IRON LID i I 4'-0" CAST IRON VALVE BOX COVER APPROVED EQUAL + I�SCH. 40 GALV. PIPE 3. PIPE SIZE SHALL BE 1" OR 2". I 2' X 4' X 6" CONCRETE SLAB 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY 1 AFTER BLOW -OFF '^` THE ENGINEER 1 1 INSTALL MALE QUICK T CONNECTION & CAP AMERICAN FLOW CONTROL EXIST. GRADE i TRENCH ADAPTER HOT -BOX POLY ROX M {1ODELL PHR2 WITHOR AN APPROVED HEAT OR M MODEL --__ 4"APPROVED EQUAL (2'ry """� BRASS BALL VALVE PIPE MATERIAL WITH HEAT OR APPROVED EQUAL IRON PIPE THREAD MJ TAPPED CAP ANO BALL VALVEITTING BRASS THREAD PIPE 4" X 3' X W CONCRETE PAR FOR 1" PIPE COPPER EXPOSED TO WATER 4" X 5' X 3' CONCRETE PAD FOR 2" PIPE) CONCRETE SHALL BE BRASS ELL MAIN SLEEVED WITH APPROVED MJ TAPPED CAP COPPER PIPE SLEEVING CONCRETE BLOCKING TO TYPE "K" COPPER TUBING BE IN ACCORDANCE WITH WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO DETAIL W 00 MAIN UNDISTURBED SOIL BE IN ACCORDANCE WITH i. DETAIL W3-00 TAPPING SADDLE W/ BRASS NIPPLE 411 END OF LINE j/ CORPORATION STOP. 2" BLOW -OFF RISE R- BLOW -OFF AIR RELEASE VALVE &VACUUM CHECK VL'4' AE W3-02 tiV<�-0<� W3-04 THRUST BLOCK NOTES: tEESCHEDULE 1. ALL CALCULATIONSAREBASED ON INTERNAL iD . A pCV NOTES: INNER DIAMETER PIPE OR 24" AND SMALLER SS - 4 6 8 10 12 5'1 .512.51 0.3 1. NO SPLICES IN COPPER TiJBlNG WILL BE ALLOWED FOR SINGLE SERVICE OR BETWEEN 2. ALL BEARING SURFACES OF THRUST BLOCKS 1• 1.513.5 0.6 THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE, SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 2 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINE IMMEDIATELY S. CONCRETE FOR BLOCKING SHALL BE 2000 psi. AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE 3. MARK EACH SERVICE END WITH METAL -T" POST PAINTED BLUE. ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 4- MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 5. ALL CONNECTIONS TO BE COMPRESSION TYPE, ALL CONCRETE BLOCKING HAS REACHED 1500 psi. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE NOTE; INSTALLED WITH THE MAIN LINE CONSTRUCTION. HORIZONTAL THRUST BLOCK SCHEDULE USE POLYETHYLENE WRAP OR EQUAI 7. METERS AND VALVE BOXES SHALL BE P BEND SIZE A (ft} B (it) C (ft) E (ft) G (ft) VOLUME (C.y.) 90° 6,8" 5.0 1.6 1.5 0.9 2.7 0.4 0,12" 6.5 2.5 1.5 1.2 4.4 1.0 450 6,8" 2.0 2.0 1.5 0.9 1.5 0.2 0,i2 3.5 2.6 1.5 1.2 2.2 0.6 225' 6,8" 1.5 1.5 1.5 0.91 0.81 0.1 0,12" 2.0 2.5 1.51 1.2 1 1.11 0.3 11.2 6,8" 1.0 1.5 1.5 0.1 10,12- 1.5 1.6 1.5 1.210.6 0.1 BETWEEN CONCRETE BY THE CITY UPON PAYMENT OF FEE. LACED & PLU% TO PREVENT CONCRETE FROM trTICKING TO PLUG. 8. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION F A RPLS UPON /171 COMPLETION'OF CONSTRUCTION. THRUST BLOCK DEVILS DOUR CONCRETE AGAINST EXTEND BEYOND JOINTS--� 3NDf5TURBEO EARTH m w -' T STRUCTURAL BACKFILL AREA INCLUDES • ' j ALL PAVED AREAS (SIDEWALKS, STREETS ALLEYS, DRIVEWAYS,AND PARKING AREASR _ ' ::. '" ' •�-• '' AND Si' EXTEND S' BEYOND THE CURB LIN �' .: PIPE JOINT . STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED; (SEE DETAIL W4-02 - AREASTO BE PAVED} OR EXCAVATEDSOIL COMPACTED TO 98% MAXIMUM DRY DE PER ASTM D698 WITH" OPT NSITY AS C UTE POUR CO DIA. EART ST SECll0iV_X=X \ AREAS) UM 10+4%WEr OF OPTIMUM (SEE DETAIL W4.02MNON-STRUCTURAL Dom. TE URBED\p„ PLAN VIFIF T ,e`/ 72E YMUSTBLOLK TYPICAL HORIZONTAL THRUST BLOCK TEE '--CORP STOP WATER LINE S' **SEE TECHNICAL SECTION 331213 FOR MATERIAL REQUIREMENTS CONC. CURB & GUTTER z _ [�iSIEIFENOTE TYPE K COPPE TYPE K COI 1) NVATER SERI f5lAORTAND LONG S)DE) NEAREST B! JOINT gyp. EA. END) CARRIER S T RAJGHT BALL VALVE W/ PLUG O {2 FOR DOUBLE SERVICE) Z ALL VALVE )UBLE F 3 ----4'MIN__ �YETE A z DOL 3LESERIr� ° o cry Lu CC ^A 12' MtN: 24" MAX. STRAIGHT BALL VALVE t f WITH PLUG ( 2 FOR a 2' MI - DOUBLE SERVICE) 1 1 A -- 1-1I2-X I-BRASSWYE (i FOR DOUBLE SERVICE) :112- BALL VALVE -QR DOUBLE SERVICE 2` &Y uev r, , - - - 2' 8" `:`- . ' t-l" MIN. ASING SPACER G J 1-PC. PULL -ON WATER -� TIGHT NEOPRENE END O� �J PAVEMENTAREAS Ole SEAL W/ STN. STL. "API" OR P AMPS -^?T--rr--w-r•T • SIE `: I- AI.KBAND CLAMP 5 --- . IF-, NOTE: CASING (SPACERS 4-RUNNER MIN. CASING) OR ATSP NE } 6-RUNNER MIN. I24"-42" DIA. CASING) STAINLESS STL. TYPE504; S" WIDE BAND PROVIDE 4 RUMNEcS AT WJPOLYMER RUNNFRS;CehI R OR NON -CENTERED; CLEAR BELL. BOTTOM45 MIN STRUCTURAL BACKFILL AREA RE STRAINED TATION- - INSULATED-CAbkpSNiNC�MODSSiBa OR "CASCADE" CA ENTG DET W2-02 NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL MAIN. 2'-0" MIN. ENGASi - MENT 2'-0" MIN. OPEN CUT - LIMIT 160-OPEN CUT LIMIT NOTE: 1. FOR STANDARD SPEECCIFICATION FOR ON ATER WATER AND SEWEEWER R LINE CONKS C77 0 11r 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICALSPECiFFICATIcS, 3. DRY BORING IS REQUIRED. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE UMN rr TI ` 1tTT£3 WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE ;AM t MAIN. GATE VALVE f 3'-0"MIN. _ I SIDEWALK MAY BE OPEN CUT GATE VALVE• T-0" BELOW DITCH FLOW LINE_ OR BOREDAS 1 DIRECTED BY STEEL CASING THE ENGINEER AS REQUIRED CARRIER PIPE TYPICAL URBAN CITY STREET CROSSING TYPICAL R STEEL 'V4-00 URAL ST 0 SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH ((WHICH 15 FREE OF ORIGINAL GROUND OR ROCKS, LUMPS CLODS OR DEBRIS LARDER THAN TWO (2) BOTTOM OF SUB -GRADE INCHES IN THE LARGEST DIMENSION COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENS AS DETERMINED BY ASTM D698 &STANDARD) AT MOISTURE CONTENT WITHIN OPTIMUM TO+4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS V...YARDS. PASTURES, EASEMENTS}} AND TO A " MINIMUM OF 98% OF MAXIMUM DENSITY AS RETERMINED 2' BY ASTM D698 (STANDARD} AT A MOISTURE CONTENT WITHIN SELECT MATERIAL OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS �_ AND STREETS TO SE RECONSTRUCTED. SELECT MATERIAL 8"-12" MAX. It__ CQ CEMENT STABILIZED SAND 8"-12" MAX GRANULAR MATERIAL MANUALLY CONSOLIDATE iJB (MANUALLY CONSOLIDATE T OPTIMUM MOISTURE) @t A MATERIAL SHALL BE BANK RUN RIVER SAND WHICH FREE A OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS OR ORGANIC �• MATERIAL AND WHICH WHEN TESTED BY STANDARD T OPTIMUM MOISTURE) ARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 4- MAXIMUM LIQUID LIMB 45 4" MAXIMUM PLASTICITY INDEX 15 PIPE UNDISTURBED SOIL PIP UNDISTURBED SOIL O MAXIMUM PERCENT PASSING NO.200 SIEVE MINIMUM PERCENT PASSING 314" SIEVE O.D. " THE MATERIAL SHALL Be FREE FLOWING AN ET SHALL 6" MINJ12- MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAWD. PLACE METAL DETECTOR O.O. TAPE AT A MINIMUM OF 24" 6 MIN./12" MAX ABOVE TOP OF PIPE d CEMENT STABILIZED SAND N SMICTURAI, AREJS TO BEPATED AREAS OR ST TS TO BE .RECON.STRIIC7 :1 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE ALL SILT W2-01 -STEEL CASING ADJUSTABLE TOP RUNNERS �TO MAINTAIN i MAX CLR. � 30° - MAX - Con STEELCA5ING "'--8" WIDE BAND STAINLESS STEEL (TYPE 304) _ NEOPRENE INSULATION SLEEVE BETWEEN PIPE AND BAND POLYMER RUNNER (TYP) r"'Z W2-03 GATE VALVE WNALVE BOX TEE OR TAPPING `�`l�, SLEEVE &VALVE AS REQUIRED WATER LINE GJ CARRIER PIPE-/ ET CROSSING 4-01 FOR BUDDING ANO TRENCHING W1THIN ALL EXISTING PAYED AREAS, SEE DETAILS FOR OPEN CUT STREETS. APPLY D'STREETS BEING RECONSTRLAC E'D. EVERY 100 FEETPROVIDEA WATER STOP BLOCK COMPOSED OFoEmENFSANDEPENDING ON EMBEDMENT BLOCK SHOR AfA ALL BE6FEET NLEA(GTH. NOSEDDING SANDIN THISAREA. ALL BE IN ACCORDANCE WITH AN5UAWWA STANDAR S FOR PVC PIPE. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSIJAWWA C150IA21.50 COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE CITY ENGINEER. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE v r rK U WORKING DAY. END OF EACH CITY OF BRY The Gfx)d Lde, Texas Sh W4-02 GE'\T.RAT, N(ITES: CK SOD WILL BE REQUIRED. BARED AREAS SS 3 OR SODDED WITHIN 14 CALENDAR DAYS OF CF. ION CONTROL MEASURES MUST REINSTALLED RETIMEND SHALL STAYYIIN PLACE UNTIL ACCEPTABLE )WTH IS ESTABLISHED AFTER CONSTRUCTION IS HEN REMOVED BY CONTRACTOR. 4TOL MEASURES SHOULD BE CLEANED Of f RAIN. OF VEGETATION MAY SE A WARRANTY ITEM DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET I OF NOTES; Service saddle, SS straps, CC threads O Meter box valve: NOTES: Installed per manufacturer's Q Service saddle, SS straps, CC threads Meter box valve: NOTES: recommendations. All main 5 = Ford Angie Stop- p - 811-44 - - Installed per manufacturer`s ( Service saddle, SS straps, CC threads Smith Blair 317 types: SA =Ford Straight Stop - 811 444W -1" recommendations. All main 5 = Ford Angle Stop - BA-13-444W-0 -1" ©Swivel nut- C38-fib-2-8?5 _ 1-112" © Brass bushing iPS -I I, x 3/4" Smith Blair 317 per' SA = Ford Straight Stop • 1311-444W -1 ° installed Per manufacturer's 2Q Corporation Stop: Ford FB 1000-4-L1-1" recommendations. All main iyPes:(D Brass all thread I.P.S.-1-i12' O 07 Meter nipple - C38-23-2-5.3/4" 0 Corporation Stop: Ford F81000-4.0.1" Meter nipple - C38.44-2-625 -1" Smith Blair 317 3 Service tubing: Type K copper -soft- 1- ® Meter box and lid: Old Castle meter box, O Corporation Stop: Ford FB 1000.6-Q _ 1-1/2" Meter adapter- BSIM 66-1-1/2' ® Ford mate adapter - C84.44-Q.1^ ® lid with and lid: 36 Castle meter box, 0 Service tubing: Type Kcopper -soft-1" Cl lid with Reader #36 ® Meter box and lid: Old Castle meter ClCt lid with Reader #36 ® Ford male adapter - C84-44Q _ 1^ �Q Service tubing: Type K copper - soft -1-1 /2" box, Cl lid with Reader #65 Ford mate adapter - C84-66-Q-1-112- © Meter box valve: g g OMER 5 = Ford Angle Stop - BA-11-666W-1-112" E SA • Ford Straight Stop. B11.666W.1-112" 8 VALVE MER iz_jo AEMER 3 8 CUSTOMER VALVE CUSTOME VALVE 13 9 VALVE r-UMER � 4 s CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE STRAIGHT OR AN _ CITY OF BRYAN GLE TAP 1Il STRAIGHT OR ANGLE TAP - 1-1 2" Wf-00 / NOTES: YtTfj-U I �V�-tl� 7O Service saddle, SS straps, CC threads U7 Brass coupling I.P.S. - 2" NOTES: Installed per manufacturer's 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. recommendations. All main types: ® Swivel nut- C38-77- 2- Smith Blair 317 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN METER SWIVEL NUT OR NIPPLE B EXER Q Corporation Stop: Ford FB 1000.7-Q 1aJ Meter adapter- BBIM 77.2" APPROVED EQUAL. (cc thread) - 2" ® Brass nipple I.P.S. - 2" x 3" 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE ANGLE STOP �, INSTALLED WITH THE MAIN LINE CONSTRUCTION. Service tubing: Type K copper - cu - soft- 2" � Meter box and lid: Old Castle meter 1-1/2" BALL VALVE Z box, Cl lid with Reader#65 4. EXISTING METER BOXES ARE TO BE REMOVED. (FOR DOUBLE SERVICE ('4 Ford mate adapter - C84-77-Q - 2" THE NEW METER BOXES SHALL BE OLD CASTLE. ONLY) I- Meter box valve: ® Meter box and !id Old Castle 12" WATER 0 5 = Ford Angle St round valve box #3RT METER 5A . Ford Straight BA-11-777 7 2" 111 9 op-B1i-777W-2'—4'N1H.------L © Brass nipple (.P.S. - 2" x B" - ^ - 11 VALVE ME VIE WA A A D0VBLESERVICE O 3 3 5 6 1 1 CUSTOMER g VALVE 0 4 g a ANGLE STOP WATER METER METER METER SWIVEL I NUT OR NIPPLE I 1-112' BALL VALVE 1" NUMEX SDR-9 200 PSI PIPE (FOR DOUBLE SERVICE (2 COPPER PIPE ONLY] (2 FOR DOUBLE SERVICE) 1-112" X 1" BRASS WYE CITY OF BRYAN (1 FOR DOUBLESERV.) STRAIGHT OR ANGLE TAP - 211 CITY OF BRYAN r� WATER SER17ICE RECONNECTION �V6-03 TE ` 76-Vt/y' ` METER NUT SIZE FORD PART NO. 314" x 2.5" Long C38-23 2-5 314" x 3" long j C38-23 3 3/4" x 12" Long i C38-23-12 i"x 2.625" Long q C38 2-625 1" x 8.5" Long � C3844-8-5 1-1 2" Meter pole CI C38-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple P 038.77 2" Meter Bushing 4BBIM-7l SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELO 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTT PIPING APPARATUS OR METER I FINISHED GRADE. WITHIN THE VAULT. 3 STANDARDEFIVE SACK CONCRLETE MIX AND REINFORCING CO REBAR ON M OF rRUCTED USING A U 12 INCH CENTERS WITH A MINIMUM RASE Ti11CKN RETAINER GLANDS 4. SET SCREMECHANICAL IUC OF Of 61NCH43 ES. SHALL BE INSTALLED AT EACH MECHANICAL JOINT PIPE. NG ON 5. VALVES SHALL MEET THE CITY SPECIFIC FOR VALVES. MODEL SIZE L1 W1� Ht -� 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. DM�S3 3- 8'-8" 5'-0" 4'-6" 12,000 DMC-CS4 4" 8'_ " 8 5'0" 4'-8" 12,000 DMC-CSS 6` 11'-0" B'-0" 4'-9" 12,No FLG. COUPLING ADA-PTER_' NRS S SPOOL TE VALVEw/FLG. (TyP-2 NRS FLG GATE VALVE (TYP-2) ILL G PARK EQUIP. CO. I ti M, "OEI DMC r-S APPROVED 3" OR LARGER COMPOUND METERS VAULTS &MATERIALS SENSUSC20MN1 !• _ ROD G TEfTYPE mmi APPROVED t�i�S- SENSUS SRH (U. S. GALLONS) TOUCH READ 1000 GALLON APPROVE'] VAULTS -PARK DMC-BR w/STRAINER P`T VIEW PRE -CAST CONCRETE ACCES VAULTS A1ND DIMENSIONS FOR METER CONCRETE LID W/ 36"x60" 81NGL ELEAFGALVANiZED--T STEEL HATCHWAY (H-20 RATED) d SELECTED APPROVED MATERIALS- DUCTILE IRON PIPE WITH MECHANICAL - - JOINT. SETSCREW RETAER WILL BASED ON ALL M,J DUCTILE tRO q fTypj 04Y iEVIA-1IONS FROM THE ABOVE SPECIAL I I TIONS OR APPROVED METERS, VAULTS OR MUST BE SUBMITTED TO THE DII:'IStOt I4NAGER WATER SERVICES, -- GALVAN Z'ED 72 HOURS zT�L ORTDANTICIPArED DEVIATION. PIPE SUPpOf GRAVEL. BED 11111 1 7. 12" SQ SUMP W1 CAST RON GRATE AND OPTiNAL .EEUt 47ION VIEjV CITY OF COLLEGE STATION METER V� ULT ASSEMBLY W5-00 NOTES: NOTES: 0 Service saddle, SS straps, CC threads © Brass bushing III I- x 314" installed per manufacturer's recommendations. 0 Service saddle, SS straps, CC threads NOTES: All main types: Cambridge t300 Series or 7 Meter nipple - C;gg 23 2-5 - 3/4" Installed per manufacturer's 6 Meter nipple - C38-44-2-625 -1•' Q2Ford S70I580 recommendations. All main types: (D Bail valve (D Service saddle SS strap CC threads 6 Swivel nut- C38.66-2-875-1-112" Corporation Stop: Ford Fa 1000-4-1" 8 Bail valve Cambridge 800 Series or Ford S70JSI Installed per tur is 8 Meter box and lid- Old Castle meter 2 Cp ® Meter box and Lid: Old Castle meter box, recommendations- Ali m in types; , Brass ail thread I.P.S. 3 Service tubing: Type K copper- soft -1" box, Cl lid with Reader #36 rporation Stop: Ford FB 1000-4-1 Cl lid with Reader #36 Cambridge SW Series or Ford S70IS90 4 Ford mate adapter-8 Meter adapter - BBIM 66-1-112" C84-44-1" 3 Service tubing Tye K copper- soft-t' 2 Corporation Stop: Ford F I 000-6-1-112" ter box and lid: Old Castle meter 5 Meter box valve: Ford male adaptor-C84-44-1" 3 Service tubing: Type K copper. soft. Metbox. Cl lid with Reader as 5 =Ford An a Stop- $AZ3-342W -1" CUSTOMER x Meter box valve. ( 4 Ford male a - Cg4,S 1.112" gdil valve 5A =Ford Straight Stop - B11-444W -1" VALVE 5 a Ford Anggle S op - BA.43.444W .1" 6A=FordStraig Stoup-811-444W-1" CUSTOMER Q Meter box valve: VALVE 5=Ford Angle Stop -FV 666W.1.112" g 5A = Ford S Stop- 11-666W-1-1/2" CUSTOMER VALVE 8 3 5 8 4 6 CUSTOMER 3 0 I VALVE CUSTOMER 3 6 8 9 VALVE CUSTOMER 1 a 1 3 CO 4 7 � 4t= 8 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 3/411 NOTES: W 7-0 0 t� Service saddle, SS straps, CC threads installed per manufacturer's recommendations. Ali main types: Cambridge 800 Series or ® Swivel nut- C38-77 - 2" 8 Meter FordS701S90 adapter- pier-BBIM77-2" Q 3Q Corporation Stop: Ford F81000-7 (cc thread) - 2" Service tubing. Type K copper ® Brass nipple I.P.S. - 2" x 3" © box. Cblidwith Reader Castlemeter ® - ou - soft - 2" Ford mate adapter- 084-7T- 2^ 65 a i� Meter box and rid: Old Castle 12" 5U Meter box valve: 5 = Ford Angle Stop - FV-43-777W - 2" 5A = Ford Straight Stop 811-777W round valve box 13RT 19 Ball valve 1r! - - 2" Brass nipple I.P.S. - 2' x 6" 0 Brass coupling I.P.S_-2- CUSTOMER -VALVE CUSTOMER vALYE CITY O COLLEGE STATION 5TRAIG T OR ANGLE TAP 1 Ii =W/_0 NOTES: 1- ALL CONNECTIONS TO Be COMPRESSION IYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. ,1I EXISTING METER BOXES ARE TO BE REMr V 2}- THE NEW METER BOXES SHALL BE OLD C. 1 = METER NUT SIZE I FORD PART NO 3/4" x 2.5" Long C38-2345 3J4" x 3" Lon g-----C38-23-3 3!4' !"Long f C38-23-12 1 x2.625 Long C38 44.2 626 5 1" x 8.5" Long C38-44-8-5 i-112" Meter Ni le 1/2" Meter Bush mg C38-66-2-875 BBiMM 2" Meter Nip le C3&77 2" Meter Bushing BBIM-77 CITY OF COLLEGE ST-ATION STRAIGHT DR ANGLE TAP - 1-1 21► =V7-02 METER ELINUTORNIPPLE BOk METER ANGLE ST 1-112' BALL VALVE = O 2 (FOR DOUBLE j SERVICE ONLY) - WATER O METER 'I� --- 4'MIN-------t..., TTF, I V A A 1OZB S.ER11 0 Y a i-1/2" BALL V1 CITY OF COLLEGE STATION O DOUBLE STRAIGHT OR ANGLE TAP - 2i1 CITY OF COLLEGE STATION R SERVICE RE yW�_U3 WATER CONNECTIO1 ANG_1 E S sCP LMETER SWIVEL t NUT OR NIPPLE A # I LSE `K' COPPER PIPE 'E € FOr'Z DOUBLE SERVICE) L1'1�`X1`BRASSWYE 0 FOR DOUBLE S66 .) CM OF BRYAN ne awxf Life, Texas Style." DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: gym,/ V7-04 W 2 SHEET 2 OF 2 NOTES: 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE AOEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBELICONE SECTION. 3. MANHOLE BASE THICKNESS AND FOUNDATION FROM FLOWLINE TO RIM AS FOLLOWS: MANHOLE DEPTH (FT.) 13ASETHICKNESS 0-12------------all 12AND OVER ----------12" 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT- - - - - - - - 98 % STANDARD PROCTOR - ASTM D 698 LANDSCAPE AREA- - - - 90 % STANDARD PROCTOR - ASTM D 698 6. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT-OF-WAY 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER TIGHT RING AND COVER SHALL BE USED, VENTED WHERE REQUIRED. 7. WARNING SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS. NOTES: I. FOR BEDD/NGANDTRENCHING WITHIN ALL EXISTING PAYEDARF..AS SEE DETAILS FOR OPEN CUT STREETS. (Details ST4.00, S74-01, ST4-a2). THIS NOTEDOES NOTAPPLY TO STREETS BEING RECONSTRUCTED. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BE DDING & INSTALL ATION OF DUCT ILE IRON R N PIPE SHALL BE IN ACCORDANCE TOA NSIlA WWA C150/A21.50. 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. S. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH WORKING DAY. DUCTILE IRON MANHO FRAME (30" DIA. OPEN QUAL MANHOLE DIA. MAIN SIZE 4 FT <1 Bin. 5 FT ;?181n. <30in. 6 FT >_361n. 12" MAX. SEE NOTE 1 2'-6"• CLASS "A" CONC. VARIES VARIES 3000 PSI IN 28 DAYS VARIES (SEE TABLE) MIN. • BACK FILL AROUND 47 MA MH SHALL BE AS PER NOTE 4 i12"IfY :. STD. DUCTILE IRON MANHOLE COVER AND FRAME (SO- DIA. OPENING) OR EQUAL SEE NOTE 1 PRECAST REINFORCED CONC. MANHOLE SECT. ASTM DES. C-478 BACK FILL AROUND MH SHALL BE AS PER NOTE 4 5" MIN. ° E INVERT = 314 DIAMETER OF PIPE 1' 0" UP TO 24". 24" AND LARGER SHALL BE FULL DEPTH INVERTS. ATERSTOP-PIP E CONX 4NHOLE ADAP ER SEAL, #4 BARS, 8" O.C.E.W. i APPROVED Ei UAL. REQ'O) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. CASTINPLACE3,L4NH(" OR SEE NOTE 7 ARNWG SEWER SIGN MANHOLE SIGN N (SEE DETAIL S5-02) 6'-0" X MIN. I 12" MAX. b 2'-6" b .b I ..LL 8' GREEN, HEAVY DUTY, WING CHANNEL POST NRIES TABLE) RUBBER -GASKET JOINTS W/ MORTAR SEALANT INSIDE AT ALL JOINTS PLUG ' I� 6" MIN. i12 ' ° ° BASE #4 BARS BENT �pAN90A AND 'ECONX TIED TO WALL D BASE. R SEAL, #4 BARS, 8" O.C.E.W. EQUAL. REQ'D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. PRCASTA14NHOLE E- STANDARD MANHOLE ORIGINAL GROUND OR- /-- 801 OM OF SUBGRADE © SELECI NATIVE MATERIAL MATER! NL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMU 4 OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM 0 98 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIM M TO +40/o OF OPTIMUM UNDER NON-STRUCTURAL AREAS a .. e.YARDS PAST URES, EASEMEN TS) D , AND TO A MINIM U OF 884/o OF MAXIMUM DENSITY AS DETERMINED BY AST D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMU TO+d%OF OPTIMUM UNDER NEW STREET AREAS AND STREETS TO BE RECONSTRUCTED. ® GRANU AR MATERIAL MATERI L SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETI IMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERI LAND WHICH, WHEN TESTED BY STANDARD LASORA TORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMU�A LIQUID LIMIT 45 MAXIMU V PLASTICITY INDEX 16 MAXIMU V PERCENT PASSING NO.200 S1EyEE 35 MINIMUI I PERCENT PASSING 3/4" SIEVE THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADI�tERE TO FORM A BALL WHEN PRESSED IN THE HAND. © CEME I) STABILIZED SAND NOTES: 1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. 2. THIS DETAIL TO BE USED WHEN A 6" OR LARGER LATERAL NECESSITATES CONSTRUCI NEW MANHOLE. 3. FOR ADDITIONAL STANDARDS NOT SHOWN, SEE "STANDARD MANHOLE" DETAIL S1-02. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF EXISTING SEWER DURING 1N! MANHOLE. 5. DOGHOUSE OPENING MAY ONLY 8E USED WHEN PLACING A NEW MANHOLE OVER AN E OTHERWISE, THE OPENING MUST BE CAST. SIZE, LOCATION, AND ANGLE OF ENTRY SH REQUIRED BY THE PLANS, 6. EXCAVATE TRENCH TO MIN, 13" BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRA COMPACT 6" OF GRANULAR BEDDING. MONOLITHIC POUR OF MIN. 7" DEPTH 6 SACK T CONCRETE 8LOCK'RISERS'TOA POINT APPROXIMATELY AT THE SPRINGFLINE OF THE E 7. DURING THE SAME POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND FINISHED AROUND THE BARREL AND EXISTING PIPE AS SHOWN, B. AFTER CONCRETE SHELF HAS CURED THE EXISTING PIPE SHALL BE SAW -CUT ON BOTH SIDES TO THE FINISHED SHEtLF GRADE AND REMOVED. THE EXISTING PIPE SHALL FORM THE TROUGH OF THE MANHOLE AS SHOWN. FILE CUT PIPE TO GIVE SMOOTH EDGES. MANHOLE SECTION - MIN. 24" BETWEEN CUT-OUT AND MANHOLE CONE. FORM SHELF SLOPE AT- 1"IFT. NEAT AND SMOOTH. BASE PROVIDE A WATERTIGHT SEAL. RAM -NECK GASKET OR APPROVED EQUAL - AROUND THE PIPE AT MANHOLE WALL. S T_ 2' QA SELECT MATERIAL - SELECT MATERIAL 8"-12"MAX. © CEMENT STABILIZED ® (MANUALLY 8"-12"MAX. SANG CONSOLIDATE TE CAT OPTIMUM A Y E MOI STURE) E ) "BE MOTS LOW TUBE ) IPE BELL 6" SELO D PIPE BELL J PIPE UNDISTURBED SOIL O.D. UNDISTURBED SOIL 70/.-ID J PIPE Ir�•- O.D. MINJ12" MAX. PLACE METAL DETECTOR 6" MIN./12" MAX. TAPE AT A MINIMUM OF 24" ABOVE TOP OF PIPE NON-STRUCTURAL AREAS TO BE P4 VED ARE4,S OR STREETS TO BE RECOATSTRUCTED BEDDING AND TRENCH FOR DI PIPE & PVC PIPE 1-01 NOTES: 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF OF A EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. INSTALLED A CITY BAFTER INSPECTOR, THE CONTRACTOR REMOVING PERIPHERAL CONHE CRETE L BE EMOVEHE LATEON OF HALETE RDE D WITH C HAND TOOLS. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF LINE; OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. B SE E AS 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. PLACE AND NG MIX TO 4. CONCRETE SHALL BE 3,000 P.S.I. AROUND . PIPE. N B EEN DOG HOUSE )UT A D PIPE WITH SHRIN GROUT AND :RETE RICK AS NEEDED TAINT G INSIDE MANHOLE .SNAP IIMUM 3 - 2-1/2"X6"X16" NCRE IE BLOCKS. (TYPICAL) 6" OF GRANULAR BEDDING CITY OF COLLEGE STATIO GRAVITY SEWER DOGHOUSE MAI X PIPE O.D. PLUS 4" PERIPHERAL Q STARTER" HOLES (SEE NOTE 1.) L I i OPENING CREATION DETAIL A REMOVE INVERT AS REQUIRED AND NEW INVERT FOR NEW LINE. NEW INVERTSHALL HAVE SMOOTH TRANSITION INTO EXITING INVERT. REWORK EXISTING INVERT AS REQUIRED. NON -SHRINK GROUT 1•_0^ SYNKO-FLEX PREFORMED PLASTIC ADHESIVE WATERSTOP, OR APPROVED #3 REBAR (14" LONG) EMBEDDED AND EQUAL. (SEE NOTE 3.) , E MANHOLE MANHOLE WATERSTOP -PIPECONX WALL T'. (O WALL 3". (SEE NOTE 2.) PIPE Q.D. MANHOLE ADAPTER SEAL, OR APPROVED PLUS 18" EQUAL. (2 REQ'D) 1 CONNECTION DETAIL SECTION VIEW s, 1 MANHOLE CONNECTION DETAIL B ' T-0" VARIES 2" CLR. NON -SHRINK ITYP•) GROUT NEWINVERT PIPE O.D. �- PLUS 18" WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'D) 1 CONNECTION DETAIL SECTION VIEW 8.2 STANTDARD MANHOLE TIE-IN S3-00 S3-01 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND. OR GRAVEL MAY BE REQUIRED TO NOTE: STABILIZE FOUNDATION. ;:':�:''3:; MANHOLE BASE SHALL BE PLACED ON FIRM SEWER SUBGRADE. ADDITION OF CEMENT STABILIZED DROP INFLUENT SAND OR GRAVEL MAY BE REQUIRED TO RA' PIPE PIPE STABILIZE FOUNDATION. IN EXISTING MANHOLE, PLACE PVC G MAIN ELBOW ON BENCH GROUT NEW BENCH _ TO SPRINGLINE AND TROWEL SMOOTH. '..' ` SEWERPIPE FORM SMOOTH CHANNEL TO INVERT. 5' MIN. 12" CEMENT STABILIZED MANLL HOLECONNECTION S SHALL BE BY COAT RING NG ONLY 12" SAND AS SHOWN SECTIONA A CEMENT STABILIZED VARIES SAND AS SHOWN 3 ,:i I yARiESfi PLAN A VARIES AT VAPI 3. SIZE X SIZE WYE SIZE X SIZE WYE 45" SEND ;;• 45" BEND SEE BASE - NOTE FOUNDATION STD. DUCTILE IRON yy ERg co MANHOLE COVER AND #4 BARS, 8" O.C.E.W. -- DEPTHS MANHOLTOA APTEE2 SEAL, FRAME (30" DIA. EQUAL NOTE: GREATER THAN 12 FEET WILL OR APPROVED EQUAL. REQUIRE 2 MATS OF REINFORCING (2 REQ'D) � STEEL IN THE BASE GRADE RINGS FOR 8" I t ADJUSTMENT TO FINISH_~"" y 18"MAX-� CITY OF COLLEGE STATION GRADE AS PER DETAIL r..... S1 02 - NOTE i OUTSIDE DROP MANHOLE PRECAST FLAT -TOP t10 �- 0.W,Y ALI.Ob6TD FOR .A747.7YIJ-Ni . Co.NrNF.CTIONS (fi'ANI3LARO R) BACK FILL SHALL BEAN PER VARIAB t {4' MIN.)1.4 S2nn < SINCH -110 DETAILS1-02-NOTE4 j THICKNESS 1 (MIN) NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED GROUT SAND LIR GRAVEL MAY OUSE -RI G RAM NECK r STABILIZE FOUNDATION. REQUIRED TO APPROVED EQUAL PVC IN JOINTS SEE PLAN OR PROFILE FOR PIPE t CROSS SIZE, TYPE ANO INV ELEV PVC PIPE SIZE EQUAL TO '•;''' 1-3/4" STAINLESSSTEEL BANDS -1/8" INCOMING PIPE SIZE THICKNESS TYP W/ 45" ELBOW (TURN W/FLOW 518" STAINLESS STEEL & GROUT IN PLACE) ( BOLTS WtEXPANSfON I ANCHORS (TYP) SF,C770NA -A STANDARD CLEANOUT MATCH TO OF ELBOW SOFFIT STANDARD CROSS FTHE LARGEST PIPE IN MANHOLE " -5"MIN %\ I 94 BARS, 8" 24- MIN. VARIES CEMENT STABILIZED SAND AS SHOWN. rt'. STANDARDa" -+1 CROSS _ z co - ..a 3" NOTE•OE DEPTHS GRE ATER R`�•': f { THA N 12' WILL REQUIRE VARIES i A VARIE 3" 2 MATS OF REINFORCING A STEEL IN THE BASE 900 BEND AERIE 3" 90° BEND SEE BASE 6" MIN. NOTE FOUNDATION STANDARD 1�TD�D r•I,RC�P MANHOLE #4 BARS 8" 0 C.E.W. - DEPTHS WATERSTOP-PIPECONX ►J I1I V DROP GREATEN THAN 12 FEET WILL REQUIRE MANHOLE ADAPTER SEAL, 2 MATS OF REINFORCING STEEL IN THE (2 APPROVED EQUAL. BASE (2 C7TYOFBRYA:V- DROP 11M4 WOLF TO BF, 17SF,D ON REQ'D) LINES tit' TO 12'1.'V,SL2 E CITYOFCOLLEGESTATION- DROP,11MAWOLE TO CITY OF BRAYN BF,17SFDON LIXESUPTO4'IArSI7,F OUTSIDE DROP MANHOLE OINTYTVHFNAPPROT'F,D BYC17YFA'rGINF.FR 52-01 52-02 NOTES: 2" 151mm1 LETTERING 33-1/4" DIAT 1- EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. LETTERING STYLE: [845mm) 2. CHAMFER EDGES 3/4". BOOKMAN OLD STYLE 32-3116" DIA 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM ,•°f o� 2" LETTERING LETTERING [818mm] " 1 �� LE RI GSfYLE: 4/4"(6mm DIA 1-9/16 DEPTH OF 6' OR TO A DEPTH WHERE A G000 BEARING SOIL IS ,Q (2) PICKBARS BOOKMAN OLD STYLE NEOPRENE GASKET [40mm] ENCOUNTERED. G� ,t $ (2) PICKSARS 4-) 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN IhL „ 6" V ty " 7116" [114mm] 2 2" TOLERANCE. 2[11 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE ® [51MM} C51MM} [762UTA L5116" DESIGNED BY A PROFESSIONAL ENGINEER. [Smm] emoFnRrAN 2-9/96' 33-15/16 DIA [65mm] 862mm y ram`' [1035mm] 2" (51mm) LETTERINGa�. 2" [[61mm]] LETTERING #4 BAR HOOPS, LETTERING STYLE: LETTERING STYLE: FRAMF, SFCTIUN 12" O.C, BOOKMAN OLD STYLE PLAN TjIETV a a BOOKMAN OLD STYLE PIER DIA. AS o' SHOWN , .a MACHINED SURFACE ON PLANS a . ag d " a v /1 " 32"DIA (96 PIPE O.D. + 18" 3"CLEARANCE[813 mm]� mm MININMUM [16mm] [38 mm] [PIPE O.D. 62mm] + 1 7a" (-ifl y+ate (T( 2-7J8" (22mm} SEMONA A l_ i��i1 IJLJI_J [73 mm] R U.S.X 4" LG COVER SECTION [R44mamm] H.RROD �� PRKBAR DET4IL 2' MAX. o CITY SPECIFIC SANITARY SEW BOTTOM VIETV STANDARD MA NT40T .- F I I CITY 1- a _, , v oc v•7Cu PVK YULfL.1(i ., - ---- .- _ _ VARIES PIER VERTICAL STEEL SEWER SYSTEMS ONLY. NOTTO OI�COFI,R RING AND COVER DIAMETER # 5 BARS BE USED ON PRIVATE SEWER 16" 8 SYSTEMS. 24" 12 DIJUIMEIRONV-14393 �d 26" 14 30" 16 42" 24 (- 30-3/4" 3W' -1`965mm1 1 ire^/Rmmh nJA U81mm]DIA. 20mm l�u,an,J aun"ny -••• .250 [ � 32-114" 01 NEO RE E GASKET PLAN [6mm] 180" ID OF GROOVE 18119mm] 1-112" [5mm] �- [ Smm] 2-718" 762mm A� [38mm] 102mm 4" WIDE x 318" THICK STAINLESS STEEL BOLT HOLE SECTION [2�mm [73mm] t ] STRAP (PRIMED & PAINTED) FORMED TO 1-314" 1" (25mm) D}A. �. _ 32-5/16" DIAL PERMIT SNUG TIGHTENING OF PIPE TO (R44mm] X 5112` '((40mm) [821mm] L_1.1/2^ PIER (2 REQD. PER PIER) MACMIXF, GROOVE LG STEEL ROD 33-[ 21m [38mm] DUCTILE IRON PIPE [ 1mm WRAP WITH ONE G gT� `p DF,TA1L 30" DIA 1 2" PICKBA.R DETAIL ] G srsmtrG DOVE FOR LAVER OF TAR PAPER "OR BR IJI���R Coo ��6m] �mm} I��ANIE tSECTIOI �T PNEOPRENE GASKET TO PREVENT BONDING ICAL R ! IN 2-7/8" MACHINED SURFACE I.- E51mmALEIIERING [73mmj '� W h I 1 N g (, COVER SECTION cz�al.:. _ ', Bookman Old Style• 2 •( R�(�( =w� A a A RE�ESjLFE USHEOG Vw (4) 5/8"-11 NC X 2" LG (4) 5/8"-11 NC X 2" LG pa -VERTICAL STEEL AS PER TABLE Tq HEX SS CAP SCREWS E �. HEX SS CAP SCREWS 8 NARROW ZINC PLT.yam, & NARROW ZINC ,.LT. & o 0 v 5 &RUBBER WASHERS fl� RUBBER WASHERS -J[ -7f-- #4 BAR HOOPS, 12" O.C. ° [51 mm] ° » 4^ 4" V [51mm] c [102mm] ® [102mm}CC cr of �aC� GTIYOFBRYAN NOUINTOi HOLEBED EAR i H �F j/j/ % ICKSA 2" 51mm LEi TERING 2" [51mm] LETTERING (2) PLACES RERESSE� FLUSH LETTERING STYLE: TYPICAL CONCRETE DRILLED NOTE: oo Bkman Old Style PLAN VIF, If BOTTOnf T' W WATER TIGHT MANHLE PIER FOR AERIAL SEWER LIDS TO BE USED FOR PUBLIC ORING AND COVER CITY SPECIFIC SANITARY SEWER O R SEWER SYSTEMS ONLY. NOT TO DUCTILE IRON I124313 BE USED ON PRIVATE SEWER 7 r 0 SYSTEMS. S4-O2 z 0 Lu tr U CITY OF BRYAN The Goxxll ik, Tem s Sljic." DRAWN BY: C.L.M. WE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE= SHEET 1OF 2 NOTE: 1. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 2. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 3. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE CONTRACTOR AT THE ROW FOR EACH SERVICE. CLEANOUT SHALL INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CLEANOUT CAP FITTING SHALL BE PLACED ON TOP. 5. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONSTRUCTION ALLOWABLE TAPPING AREA BOTTOM UP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. v 1W- • O SEE NOTE 3 z ONC. CURB & GUTTE SIDEWALK (TYPICAL) N �' SIDEWALK OW �-n a z 1 ( Z4w :1 WATER LINE (MIN. 4' BURY) � PVC (SEE NOTE 2) SEE NOTE 3 O 2 0, 2' DESIRABLE 1 PI„4N (SEE NOTE 2) STD. 45° PVC ENO ---- TEE WYE SERVICE FITTING L ASTM 03034 SDR26 PIPE (SEWER WYE AND 1/8° BEND) $TO. PVC COUPLING W/GASKETS (W.1.0%MIN. SEWER LINE HOIPRIIZISOrNTALTO)BE PLACED PROFILE CIrIY OF BRAYN SEWER SERVICE LINE CROSSING 3 TO BE LOWERED TO FINAL R-O-W OR EDGE- GLADE ATTIME OF 9 OF EASEMENT PLUMBER'S TIE-IN R-O-W OR EDGE OF EASEMENT v TO BE LOWERED w0 W TO FINAL GRADE VARIES Z czz PLUMBERSTIE-IN -v coo t 12' J - �j VARY z SEE NOTE 3 -- '�"-�- I BENDS TO BRING m 1 STACK VERTICAL I++ (TYPICAL 450 BEND) 8 PLAN TEE WYE SERVICE I Z BOTTOM LIP OF coNNECTING FITTING (SEWER TEE) w PIPE SHALL NOT DIP BELOW PVC (SEE NOTE 2 N CENTERLINE OF MAIN. (MIN. 1 /o SLOPES NOTE: uuj I. ALL MATERIAL SHALL BE ASTM PVC (S 1 O D3034 SDR26 WI GASKETS (MIN.1% SLOPE) z 2. ALL SERVICE CONNECTIONS & BENDS TO BRING y TEE WYE SERVICE EXTENSIONS ARE TO BE INSTALLED STACK VERTICAL FITTING (SEWER WITH THE MAIN LINE CONSTRUCTION. (TYPICAL 45° BEND) WYE AND 118 BEND; ROTATE AS NEEDED) 3. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE STANDARD CONNECTIONPROFILE EACH SERVICE CLEANOUT SHALL DEEP CONNECTIONPROFILE INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 CITY OF BRAYN FEET ABOVE NATURAL GROUND. CLEANOUT 7� 7 ]� CAP FITTING SHALL BE PLACED ON TOP. SANITARY SE V !' 1�R SERVICE ICE CONNECTION l it S6-01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. METER BOX OR CLEAN -OUT BID DIP OR PVOUT C ST SEE STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS OSIDEWALKS, STREETS, ALLEYS, RIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO. 21N S1.01) OR EXCAVATED SOIL COMPACTED TO 98°k MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO +40/o WET OF OPTIMUM (OPTION NO.1 IN S1-01) B/C 5' PAVEMENTAREAS �5 ly a/c 5' STRUCTURAL BACKFILL AREA N 0 N CO N O 9 L 4 MAX 6'8"TYP. MAX 2 EARESTBELP. 2' 6'8"TYP. m JOIN w N END) CLR. a m tq a. TYp i"MIN. CLR. �n � STEEL CASING Z CARRIER PIPE CASING SPACER O o i-PC. PULL -ON WATER ---- - ADJUSTABLE TOP RUNNERS > cc TIGHT NEOPRENE END TO MAINTAIN I" MAX CLR. SEAL W/ STAINLESS LLI � STEEL CLAMPS "APS" MAX OR "PSI" STEEL CASING NOTE: BAND CLAMP CASING SPACERS -RUNNER MIN. AT SPRINGLINE g" WIDE BANG STAINLESS MIN. (2( -42aDIASCASING) STOR AINLESS BAND WI PROVIDE 4 STEEL (TYPE 304) STL. TYPE304; 8" WIDE POLYMER RUNNERS; CENTERED RUNNERS AT NEOPRENE INSULATION SLEEVE BETWEEN PIPE AND BAND OR NON -CENTERED; CLEAR BELL, BOTTOM RESTRAINED FROM FLOTATION' INSULATED; "APS, INC., MOD SS118" MIN POLYMER RUNNER MP) OR "CASCADE" CASING DETAIL 55-03 NOTE. 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEWER LINE STANDARD SPECIFICATION FOR WATER AND N. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. APPROVED BY EF RREDi'N ET BORING ALLOWED ONLY WHEN S5-00THETYPICAL URBAN CITY STREET CROSSING i NOTES: 1. FURNISH AS SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE SEWER LINE CROSSES OPEN FIELDS N I N G 2. 20 GA STEEL BAKED ON ENAMELM BLACK EXT -14-1 MACHINE BORING (TUNNELING) ARIES ER VARIES ER SHOULDER FINISH. FURNISH ONE SIGN AND OUND SEINER ONE POST FOR EACH OPEN FIELD THE CITY AND AT OTHER LOCATIONS AS SHOWN ON THE PLANS. FURNISH 5,�w WIDTH OF PAVEMENT 5'-0" MIN. MI XCAVATING SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH INSTALLED YELLOW(OMITTING MANHOLE NUMBER BACKGROUND ON MANHOLE SIGN) (NOT A SEPARATE PAY ITEM) MANHOLE --, 3'- " BELOW DITCH FLOW LINE. STABILIZED �� 7" N0. CARRIER PIPE I AS SHOWN ` 2" CUSHION REQUIRED w' 1 �1 2" BLACK PRESSURE SENSITIVE NUMBERS NOTE: STEEL CASING FOR ROCK, CONCRETE TO BE ADDED AFTER BASIC SIGN HAS BEEN 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING 1Q PAINTED SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. -� NOT LESS THAN 3" WHITE BACKGROUND 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. .. " STANDARD CLEAN 3. DRY BORING IS REQUIRED OUT FOR MAIN LINE SEWER WARNING AND MANHOLE 'IWICAL RURAL STREET CROSSING IDENTIFICATION SIGN S5-02 45°BEND S5-01 I NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN T-7- BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONSTRUCTION 7. WHEN SERVICE CONNECTION IS DEEP, CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3-112 FEET BELOW NATURAL GROUND. ALLOWABLE TAPPING AREA 1WAS BOTTOM UP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL " f" POST PAINTED GREEN. 3, ALL MATERIAL SHALL BE ASTM 03034 SDR26 WI GASKETS 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. S. WHEN SERVICE CONNECTION IS DEEP, CONTRACTOR MUST PLACE A VERTICAL STACK-112 FEET BELOW NATURALGROUND. WITHIN ALLOWABLE - TAPPING AREA OF CONNECTING NOT DIP BELOW '. OF MAIN. CONC. CURB SIDEWALK & GUTTER b SIDEWALK 3.5' MAX. 1 (SEE NOTE i.) yyqq-{{ ��EE (MIN.E�BuRY) i 2.0' 2' DESIRABLE 2' PVC (SEE NOTE 4) STD. 45°PVC BEND / LJ ASTM D3034 SDR26 PIPE - STO. PVC COUPLING W/GASKETS @1.0% MIN. (PIPE IS NOT OBE PLACED HORIZPROFILE 4" PVC EXTENSION WIPVC CAP (SEE NOTE 3) 2 0' PVC WYE WITH w a (SEE NOTE 3) 1 a i a =1 z � f z 'v SEE NOTE 5 PLAN PVC (SEE SEE N17)1 1 (TYPI 3.5' MAX, (SEE NO AND NO �- TEE WYE SERVICE FITTING (SEWER WYE AND 1180 BEND) SEWER LINE 4" PVC EXTENSION W/PVC CAP (SEE NOTE 3) PVC WYE WITH PVC CAP7\ (SEE NOTE 3) SEE NOTE 5- (TYPICAL) PLAN CITY OF COLLEGE STATION SEWER SERVICE LINE CROSSING R-O-W OR EDGE OF EASEMENT 1 �- VARIES 3.5' MAX. (SEE NOTE 1.) H 2.0 w PVC (SEE NOTE 3) m (MIN, i % SLOPE) TEE WYE SERVICE FITTING (SEWER TEE) STANDARD CONNECTIONPROFILE R-O-W OR EDGE OF -------VAR (3.5 M ANDE 1 NOTE 6) PVC (SEE NOTE $)- (MIN. 1%SLOPE) STD. 450 BEND STACK VARIES IN HEIGHT tb W O STO.45° BEND w TEE WYE SERVICE FITTING (SEWER WYE AND 11$ SEND) DEFT CONNF,CTIONPROFILF. BE ORED ly S7-00 CITY OF COLLEGE STATION SANITARY SEWER SERVICE CONNECTION I S7-01 r a� t, i CITY OF BRYAN The Gcxx1l ilc, Tcus S[ylc." DRAWN BY: C.I.M. DATE: 08-01-12 SCAii: N T S APPROVED: W, P. K. FIGURE82 SHEET 2 OF 2 n Diameter of Pipe (D) 0/2-1 J 8"MIN 2' MAX DISSIPA TOR - NORMAL TRAVERSE SLOPE O.D. + 1•-U- 6" TYP 3" EXTENSION _ _ _ _ _ _I 6"TYP. - _ _ �10ff38oE0Q3oQB00o _ DEPRESSED GUTTER SLOPE •.• THRO.A T DETAIL CURB LINE WHEN 4RRETE RECESSED INLET 24 _ SECTIONA A 0000001 flflflOfl L _ y.0�/ / O.D.+6" /rl�o 3' RADIU / / MIN. 2'-&' 28-OAY CONCRETE 6" / NORMAL FACE O &URS 2'-0" SQUARE STRENGTH - 3000 psi WARP PAVEMEN � SURFACE TO THROAT OF INLET SEE 04-01 SEE 01-05 PLAN 28-DAY CONCRETE STRENGTH = $000 PT,AN ti7F, TV i #4 BARS 6" O.C.E.W. TOP SLAB STD. CAST IRON MANHOLE COVER #4 BARS BARS, fi" Q.C.E. A AND FRAME 12" O.C.E.W. TO OF CURB TOP SLAB SIOEWALLS �6"TOP SLAB 6 TYP. Ii +6"MIN. NORMAL GUTTER LINE - 1 DEPRESSED GUTTER LINE #4 BAR 12" O.C.E.W. < <r'•. :.. EXTENSION t - - `� - - _•_ , SLAB LS & BOTTOM r.�- --- i''-6" SIDE WALLS 8" TYP. 8" BOTTOM 6 INVERT SHAPING SLAB #4 BARS 8" O.C.E.W. CONCRETE FILL A #4 BARS 12" O.C.E.W. BOTTOM SLAB SILDAEg ALLS & BOTTOM SECTIONA A (SEE NOTES 1 & 2) SECTION B-B ELEVATIO_N (SEE NOTES i & 2) SINGLE GRATE INLET CURB INLET &CURB INSION D I-00 D I -01 () GRATE SHALL BE A!4„ -3116" 7116"�1 """-- BICYCLE PROOF. / - — PEDESTRIAN GRATES 28-DAY CONCRETE - _ - - - ' - 2" STRENGTH = 3000 psi SHALL BE INSTALLED �' _ - "" -' �-' - �\O IN SIDEWALK AREA. i i i k ---- 24 A �� �tl�d�QQ������ A A VIF,[VAA 04 AGONAL _ _ BARSI U�(UD� I _ _ STRENGTH = 0 iE 0 psi )) A �QO DQ DaHOD��QQ I �2 11 RE-ROOOLES i A FLOW I + I MAIN ! � - - - 1 .-= 1 LINE 1 O.D. + 6" (2) 314" STD. CAST IRON MANHOLE SQUARE COVER AND FRAME PLAN A CROSS SECTION MINIMUM DISTANCE BETWEEN PLAN TWO PIPES 112" FLAT FACED GOTHIC PLAN 'TOP SLAB w/APPROPRIATE CITY TITLE O.D. + 6" MIN, _1_ #4 BARS fi" O.C.E.W. 18" TO 36"-12" APART 48" OR LARGER -18" APART A Dora �,ulu IT' of BRYAN �� DRAINS #46ARS,12" O.C.E.W. 6" TOP SLAB #4 BAR O.C.E.W. :. TOP SLAB Na uRA VE S wvEas SIDE WALLS - ,12" SIDE WALLS i LARGE MOUTH BASS LOG 6" TOP 314" FLAT FACED GOTHIC W SOTTO WALLS SgIN+3 " + VARIES + SLAB (2) PLACES I SEE NOTE #4 BARS 3" MIN. EACH SiDE �-6" SIDE tW BOTTOM .( i 2" O.C.E.W. WALLS SLAB �"- TT T T T T T T SIDEWALLS OONT CITY COLLEGE #4 BARS, 8" O.C.E.W. 8" BOTTOM-U A POLLUTE �� Rlv s A SF,G77ON A A #4 BARS, 8" O.C.E.W. SLAB 6" SIDE WALLS NO AURA BOTTOM SLAB 6" SIDE WALLS BOTTOM SLAB (SEE NOTES 1 & 2) (SEE NOTES 1 & 2) V*4 BARS 8" O.C.E.W. BOTTOM SLAB 112" FLAT FACED GOTHIC SECTIONA A (SEE NOTES 1 & 2) w/APPROPRIATECITY TITLE IN STREETS 8-oAY SECTIONA A DOUBLE BARREL BASS LOGO STORM SEWER CONCRETE TRENGTH - 3000 psi JUNCTION BOX D1-02 GRATE INLET DI-o3 INLET DI-04 PLATE DI-0,5 _ 1 ELEV AS SH( ON THE PLAI 0 I 6. r #3 "U" BARS 9" , PER BLOCK -7 PROVIDE RIP -RAP ROC (MIN. 20LB PIECES) a - sue �_ _RAPA F FRONT ELEVATION -vw2:1 SLOPE ARTTBAR r is rD - 4;, MinJ� 2S Bi-Bx BARS G BARS E BARS 6" 1 BARSA PROVIDEAIVFOOTING ASSHOWN WHERE REQUIRED TO MAINTAIN4" MIN, COVER FOR PIPES. CONCRETE FOR FOOTI NG SHALL BE ADDED TO TOTAL QUANTITIES SHOWN. _ SIDE, ELEVATION 28-DAY CONCRETE STRENGTH = 3000 psf �6� i F BARS V ,ARS C BARS S BAR W BARS B JOINT NSRUCTION S ----BARS Di-Dx BARS S BARS AI-Ax SEC77ONA-A O 12" BARS G PROVIDE RIP -RAP ROCK i'-6' APRON SLOPE TO O PLAN WETT' " (MIN. 20LB. PIECES) MATCH RECEI ,iNG I FLOWLINE SLC PE I y 3Q, DISSiPATOR BLOCKS TO BE 6 " VARIES " 6 INSTALLED AS SHOWN IN DETAIL D3-00 2 #4 BARS 12" WALLS, B G.E.W. LAB, GENERAL NOTES: O O OO O & TOE 7m—s SECTIONA A PLAN ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4". O O O OO O REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE OUTSIDE LAYER OF BARS 2" FROM OF THE CONCRETE. TOTAL QUANTITIES 24" MINIMUM BETWEEN THE SURFACE E 2 DIAMETER LAP FOR ALL BARS OVER NCLIN 28-DAY CONCRETE STRENGTH -300 psi TWTANCE O PIPES IE.EN 18" TO 36" -12" APART 48" OR LARGER -18" APART REINFORCING STEEL FOR ONE HEADWALL BARS Ai-Ax BARS B BARS Bi Bx BARS C ARS Di• IX *4@12"t #3@12"t BARS E BARS F #5 #4 BARS G #3 BARS S #4 BARS V � Vx #4@12 i BARS W #5 #4@12"* #3@18"t #3@19.1 TYPICAL CONC ETE HEADWALL CONCRETE HEADWALL FOR 2 PIPES & END WAU WITH WINGS D3-00 D3-0I ORIGINAL GROUND OR BOTTOM OF SUB -GRADE TRUCTURAL BACKFILL AREA INCLUDES SELECT MATERIA ° •° ° %P-.°:e:"•°' LL PAVED AREAS (SIDEWALKS, STREETS, LLEYS, DRIVEWAYS AND PARKING AREAS) ��' Q� MATERIAL EXCAVATED FROM THE DITCH, WHICH 1S FREE OF TI TWO (2) °=' NO SHALL EXTEND �' BEYOND THE CURB NE. STRUCTURALBACKFILL SHALL BE EMENT STABILIZED (OPTION NO.21N W4-02) '(` B/C pG 5' Q' ROCKS, LUMPS, CLODS, OR DEBRIS LARGBR INCHES IN THE LARGEST DIMENSION, COMPACTED TO A 2^j -:. MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN �- ° i� COMPACTED CEMENT STABILIZED SAND, 1-1/2 SACK/CY�PUGMILL ONLYSPADE BY LI S INTO R EXCAVATED SOIL COMPACTED TO 98% i ASTM OPTIMUM TO+4%OF OPTIMUM UNDER NON-STRUCTURAL PIPE O. ® L. PLACB, TO FILL ALL VOIDS AROUND AXIMUM DRY DENSITY AS PER ASTM 0698 IITHiN OPTIMUM TO+4/D WET OF OPTIMUM G�J� pQ` 5 AREAS ++ie... YARDS, PASTURES, EASEMENTS AND TO A 8 AS DETERMINED PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. )PTION NO.1 IN W4-02) P�' �� Q- "�� -- - �� I MINIMUM OF 98%OF MAXIMUM DENSITY 4" MiN. BY ASTM D698 tSTANDARD AT A MOISTURE CONTENT WiTHIN UNDER PIPE UNDER NEW STREET AREAS O� JG I PAVEMENT AREAS OPTIMUM TO +4% OF OPTIMUM BELL) AND STREETS TO BE RECONSTRUCTED. PIP THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE SUPPORT \� `5�Q' IQO� UNIFORM CONTINOUSE THE BARREL BETWEEN . BIC • * 8" MIN.112" MAX. PE MUST DESIGN TRENCH DETAIL BELL HOLES . - . I :: • ::. , ;. '• ::-:: ••:=!SIDEWALK- SITE SPECIFIC FOR HDPEPIPE. ( HDPE PIPE IS NOTTO BE USED UNDER PUBLIC STREET PAVEMENT ` CEMENT STABILIZEDSAND E A MINIMUM WILL ALWAYS BE BEDDING AND TRENCH FOR REINFORCED STRUCTURAL BAC FILL AREA REQUIRED. CONCRETE PIPE AND BOX CULVERTS D3-U3 D3-02 THICKNESS AS DESIGNATED ----- ON PLANS THICKNESS AS DESIGNATED ON PLANS #3 BARS @ 18" O.C.E.W.-��\ OR AS DESIGNATED ON PLANS �� 1'-fi" G,tV,3p� , OR AS DESIGNATED ,t i V-6" #$BAR8 [� 18" O.C.E.W. ��t' ,f � ON PLANS � 6=t1 1 /2 VARIES 8 HEIGHT VARIES OTE: 4-1 1 �,! WEEP HOLE MIN.18" TOE WALL TO BE CONSTRUCTED MATCH i�ELEV. 113 WEIGHT AT BEGINNING &END OF CONCRETE ��' MATCH �ELEV. 1 rl WEEP HOLE DITCH CHANNEL &RIP -RAP SECTIONS. 113 HEIGHT 12"X12" GALV. HWO, r 2„ 0 VARIES CLOTH 1/4" MESH 5' S' 5' WITH GRANULAR '---12"X12" GALV. HWO. H/3 WHEN MATERIAL H=4' OR MORE 18" TO 36" AS CLOTH A MESH _ Z,-4�,v DESIGNATED WiTH GRANULAR ON PLANS J L MATERIAL �T NOTE: WEE'PHOLEDETAIL 28-DAY CONCRETE STRENGTH =3000 psi MIN. ,8" TOE WALL TO BE CONSTRUCTED AT BEGINNING & END OF CONCRETE DITCH CHANNEL & RIP -RAP SECTIONS. CONCRETE CHANNEL LINING 2"�` D2-o0 5 5' S' 1,1/3 WHEN H=4' OR MORE — MINIMUM WIDTH DRAINAGE EASEMENT 28-DAY CONCRETE 15' MIN. S' MIN' E'�---� STRENGTH = 3000 psi 2 •} � WEEP HOLE DETAIL 11� ,'MAX. CONCRETE RIP -RAP 1' MIN. 1 D2-UI MAXIMUM SLOPE 4' MIN THICKNESS AS DESIGNATED HANDRAIL ON PLANS TOPICAL LINED CHANNEL SECTION #3 BARS @ is" O.C.E.W. BLOCK SOD ORAVKAMAT iNMYDRO-MULCH \, I SIDEWALK STANDARD CHANNEL SECTION OR AS DESIGNATED C� ON PLANS D2-o2 8'! HEIGHT VARIES #3 BARS @ 12" O.C.E.W-, MATCH CELEV. 1(- -,l �' 28-DAYCONCRETE (� STRENGTH= 3000 psi NOTE: 18" TOE DOWN 18" TO 36" AS 6 IV' TOE WALL TO BE CONSTRUCTED (ALSO AT FLUME ENDS) DESIGNATED AT BEGINNING & END OF CONCRETE ON PLANS DITCH LINING &RIP -RAP SECTIONS. j CONCRETE SIDE SLOPE PROTECTION D2-03 GENERAL NOTES: 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS: INLET DEPTH (FT.) BASE ?tEASURED FROM FLOWLINE THICKNESS TO FlNAL GRADE) 0-12--------•--8„ 12AND OVER --------12" 2. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. 3. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHEO AND WATERED UNTIL IS PRESENT, BLOCK SOD WILLL DEVELOPED E REQUIREAREAS WHERE GRASS 4. ED DAPPROVED RING THE ENTIRE TIME THAT EARTH HAS BEEN TROL MEASURES MUST BE BIINSTABLE CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS COMPE AN IS ESTABLISHED NTRACTO 28-DAY CONCRETE STRENGTH = 3000 psi STANDARD FLUME SECTION EXPANSION JOINTS AT 60' O.C. 1-112" LETTERING LETTERING STYLE: BOOKMAN OLD STYLE RECESSED FLUSH 6" (TYP.) DI BOTTOM VIEW NSTORM SEWER LiDS TO BE OF COVER USED FOR PUBLIC STORM SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE STORM SEWER SYSTEMS. 1" LETTERING (RECESSED FLUSH) COVER FACE NOTE: STORM SEWER LIDS TO BE USED FOR PUBLIC STORM SEWER SYSTEMS ONLY. STORM SEWER SYSTEMS.A TE -112" 1342-A ........... Q;;: BOTTOM TIEW 3-114" DIA O� COLLEGE sT 32-3116" DIA 9A FI A RENE GASKET j ® 7116" V 1.1/2" LETTERING LETTERING STYLE: ,� � 30" DIA BOOKMAN OLD STYLE 2-9116' ,p Q RECESSED FLUSH 3346/16" D{A � D R M SS 40-3/4" DIA TWA ATF, SECTION J MACHINED SURFACE — y --- 3-13116" }-- 32" DIA I I 518" 2-7/16" 7/8" 2-718";=� R 1-314" hi.R?5. X 4_LG COVER SECTION PICKB.AR DETA LL -9116" S 4-112" 5116" STANDARD MANHOLE RING AND COVER 32"DM. D[!CTILE IRON V-1 3l-3 D4-00 25.3/8" DIA 2))," HOLES 24-114" DIA 90 APART i" LETTERING 22-118" Di 2„ (RECESSED FLUSH) 1-114" 5" OZ 25-7/8" 1" LETTERING LETTERING STYLE: 31-718 BOOKMAN OLD STYLE (RECESSED FLUSH) FI &VE SEC77ON COTTR FACE 2-,14" v MACHINED BEARING SURFACE 24' 1" 3/4" 2-114"l 1 2" 9116" L -T-jl* -i-,14" COVER SECTION PICK HOLE DETAIL STANDA ► MANHOLE RING AND COVER 24"DLA- DUC77LEIRON V-1342-A D4-OI Q Le) L,J Of - CITY OF BRYAN The Good Life, Texas .Vtyle: DRAWN M C. L. M. DATE: 08-01-12 SCALE: N T S APPRSVED: W, P. K. FIGURE= SHEET 1 OF 1 CoANOF'Y TREES QUANTITY SYMBOL CAI.LOUT COMMON NAME gGl+l't'IFIG NAME 20 + CWAR ELM Geda'' Elm ulmus demot'olio LAN1;e0AF`5 WNTRACTOR TO VMKit-T tNIA- Wvr.ry„ I „r. SIZE 4 CONDITION 4a caliper, 10-12' HtJ 6- f' spread, B*S, strai jht trunk NOTE: OR cr T> ��R� 10090 COVERAGE OF GROUNDGOVER, DECORATIVE p ViNC-�, DEGOR�4TIVE WANTITY SYMBOL � GALLOilT COMMON NwmwrIFIG NAME SIZE AND GONPITION ROOK (NOT LOOSE), OR A PERENNIAL &RA55 15 REC�kJiRED IN PARKING LOT 24 Caliper - S'-lo' ►tJ3' epread min., iSLANDS, SKkL.ES AND D 'RAINAGE AREAS, THE PARK NG LOT SETABOK, EAST PALATKA last Palatka Ilox >spp. 8o c50110n, rimbed up so" ht.aimer,. i21GHTa OP WAY, AND peD.iAGENT PROPERTY DISTURBED DURING CONSTRUCTION. 6 HOLLY #oilyr. t Palatka' full, bushy tree formed, ape TREES LOCATED Y41THIN 50' OF Tie STREET Ii�ITERSE TIONSSHALL BE TRIMMED NELLIE R. Nelite R Stevens I lox corn ita 6' +ItJ42" spread, 540, sp Wwn 4 STEVENS HOLLY +rally Nellie R. Stevens' THE LOWEST BR�►NGHES START ATAHEIGHT OF . KER 1 1/2" cal► er - 8'-10' l tJB' spread min„ IRRI(9ATION SYSTEM MUST BE PROTECTED BY SURE V I OUB�LE—CHECK 2 + PODOCARI'us Podocarpus Ppodocphpub so eallonpfull, bushy specimen. A REDUCED PRE55URE PRIN01PLE BACK PLOA DEVi E, OR A BACK PLOW VEV i GE, AND I N5TALLED AS PEA; CITY ORDINANCE 25 Q4. ALL BACK PLOA DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 25014. ,w EXISTING STREET LIGHT TO BE REMOV STREET LIGHT i 1 i - HAVW17H 5 - MAHONIA � NELL.tE R. s HOLLY V k � - EUONYMUS ' -G POJ2GGA s, 10 - HAt4^CrHO \ \ PROPOSED\ UNDERGROUND s\r0 D TEN"nON AcluTy a• TREE &RATEJ4ODEL. R-8 Al `�. H FOUNDAtRY CO. (TYPJ 6 sf ,,,• Ha 5T-7NE� - RED 4�1 IGK PA ER(TYPJ A K 51 K MODEL RS-26 CEDAR EL S ITE5/R3 SERIES (SLACK) ICT STA.NLEY, INC. % 'o - MO PITT. \ 68 - MO n \ 44 - . NANDINA o s n PALATKA s \ n nn - cgs'PROPOSEPLIGH1'�'`ro �� 14` ,. •7 - -- 28 MONPQ �9 S cgs � cis Ph G PROPOSED c' s cad STREET LIGHT EXISTING 5TREET LIGHT cgs TO Be REMOVED \\ 1% 101, W-4 �`!�„��' �•�!,\ mow.. r " `�:';a'r_J• .!less!!* � . ±ii1 ssssv.�lss INA - - rr - r-ouwAP.Y W. r r r -firRIBRICK PAVERS (MTYMPJ %:PIVEK4LK BENCHrr " _ i 3 - {•I . NANDINA► - SP DECO taRANI r $6 3. 406/-M }al0 !!.� STREET LI&HT r r Irk'-,`��t ����,i�al,�V►� �O��,C••�`��i aim`, �!!�\ ,r I r r HD. NANVINA 525 5-117 - DECOO 05E7 GRANITE . 166 L.F EDGE h h,�b . � r• JF' SGALE : III 1§ REVIEW ED FOI COMPLIANCE APR 212015 COLLEGE STATION DEVELOPMEOY SERVICE; PLAT FILED: N NORTH m a a �i N �. 000% C4 I Ll �j issued Farr: GON5R7UG7/ON .k7b tom. a r�rawn t�j: . V6 4-3-2015cj) � co X: 4_4.� `V V ) V) MEMO c) c c OF mc� e JOE D. GRUBBS 17 S CAPE AAc#� 4-3 -1✓F CIO cu i i ■ ■ ■ ■ 1� c 'y 41 1Ck— .aa ei Sheet Number: of L 1 Sheets