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HomeMy WebLinkAboutDrawingsFDC, 15�TO EX. HY R NT it LEANOUT, TYP PROPOSED LOCATIO , E DETAIL, C3 CITY OF COLLEGE STATION BOYETT, BLOCK 11, LOT 1-7 ZONED NG -1 SEE PLAN AND PROFIL C3 J / 2NSIDEW K BENCHES',P UDO 5.6.9 TYP,� / EX. GAS LINE TO SEM / STREET TREES1`/G DE J� AD CURB TO CLOSE DRIVE ENTRANCES/�TYP /\ BIKE / \ / � PROPERP(L E ST ST'x WbQD DECK 3'x4' BMX - / FF 3 .00 ISED MASONRY A �/ P TER BOX 342. 0 19. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE ISOLATION VALVE. THE LOCKABLE LID SHALL, AT LID ON THE A MINIMUM Q ELEV: N. RIM SI M SEWER MANHOL ELEV: 340.51'// E BOYETT, BLOCK3 1 PT OF) s s FL INIJ; BOX ' LOCKING LID. 2 GPM ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY COLLEGE / ELEV: 35.61 MAXIMUM LK GPD PROJECT SPECIFIC NOTES: EX. HYDRANT / 6" PE STOR DRAIN ELECT CAL SERVICE CONDUIT 6, _ GEOTECHNICAL REPORT FOR PROJECT RECOMMENDATIONS. REMOVE TREES AS REQUIRED c., 1. CITY OF COLLEGE STATION W.C. BOYETT PARTITION, BRAZOS EXISTING PRIVATE EXCEPT THRU g"R EXPANSION JOINTS #4 BARS 6'-IDPE STO*0 IN AND LEAD T UTILITY EASEMENT COUNTY, TEXAS yt 3�y r r s w ISO 2 I 2. ZONED NG -1 AUVNi 909 CLASS 200 DR 14 PVC WATER 6 HDPE STORM 3. BUILDING SETBACKS: LINES PER COLLEGE STATION UDO. �ERV(CE LINA WITH DETECTOR TYPE DRA* PIPE INTO EXISTING So F LINE WITH dETE OR TYPE BOX REINFORCED CHURCH ST. (MIN) 10'3'X4' CONCRETE EFER TO B/CS STANDARD CURB DETAIL CHURCH ST. (MAX) 35 WITH CAFE SEATING SPEC S1-03 5- WELLBORN ST, (MAX) 35' SEE DETAIL C2 J / UNIVERSITY DR, (MAX) 25 SIDE & REAR, NONE PEA GRAVEL BAGS EROSION CONTROL TYP. 4. ACCORDING TO THE FLOOD INSURANCE RATE MAP COMPILED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY FOR THE NATIONAL �. FLOOD INSURANCE PROGRAM, COMMUNITY PANEL NO. 48041CO143C, BRAZOS COUNTY, TEXAS DATED JULY 2, 1992, IT APPEARS THAT RELOCATE EX. HANDRAIL NO PORTION OF THE CAPTIONED PROPERTY FALLS WITHIN THE 100 YEAR FLOOD HAZARD BOUNDARY. PROPOSED PU IC 5. ALL PROPOSED SIGNS WILL BE REVISED AND PERMITTED SEPARATELY ACCESS EAS ENT 6. FIRE FLOW FOR 2285 SF, TYPE IIB = 1,500 GPM FROM 1 HYDRANT S DETAIL (EXISTING) 7. -----BUILDING IS REQUIRED.--TOM--BE SPRINKLED. - 8. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER AND SERVICE COMPONENTS, AND EX. LIGHT POLE SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL, WALL MOUNTED, OR ROOF MOUNTED SHALL BE SCREENED FROM VIEW FROM RIGHTS-OF-WAY. UDO 5.6.B.10.0 9. OUTDOOR LIGHTING STANDARDS TO COMPLY WITH UDO 7.10 - 10. NO PARKING REQUIRED PER UDO 5.6 11. NO TRAFFIC IMPACT ANALYSIS REQUIRED PER UDO 7.9 12. THE OWNER WILL UTILIZE THE NORTHGATE PROMENADE TRASH CONTAINERS IN AGREEMENT WITH THE CITY OF COLLEGE STATION 13. NO GRADING IS PROPOSED 14. STORMWATER DRAINAGE IMPACTS FROM THIS ADDITION ARE INSIGNIFICANT 15. ALL WORK SHALL COMPLY WITH THE CITY OF COLLEGE STATION STANDARDS "v / 16. SURVEY PROVIDED BY KERR SURVEYING, 05-13-2008. � 17. DIGTESS UTILITIES WERE NOT LOCATED O� 18. AN IRRIGATION PLAN TO BE SUBMITTED AND PERMITTED PRIOR TO 'l/ o INSTALLATION FL 5'x4' BOX ST ST'x WbQD DECK 3'x4' BMX - / FF 3 .00 ISED MASONRY A �/ P TER BOX 342. 0 19. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE ISOLATION VALVE. THE LOCKABLE LID SHALL, AT LID ON THE A MINIMUM Q ELEV: 335.17 a E BOYETT, BLOCK3 1 PT OF) s s -- SUPPLY PROTECTION AS THE AMP OR USA, LL562 LOCKING LID. 2 GPM ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY COLLEGE AT ALL RADIUS POINTS, PT'S, AND PCS MAXIMUM DESIGN DISTRICT DIMENSIONAL STANDARDS I STATION UTILITIES DIRECTOR OR HIS DESIGNEE. N 20. CAFE SEATING IS PROPOSED ALONG CHURCH ST AND WELLBORN ST FRONTAGE LOT AREA ENCUMBERED 0 NOR MAG Cx340.84 CHURCH AVENUE PROPERTIES, LLC \� BY 10' MIN. SETBACK ALC OF OT4AND A 0.221 ACRES3o,o CHURCH ST. --- AREA NOT ENCUMBERED BY A 3 �{/ Q• ,� PORTION OF LOT 3BLOCK 10, 5/8` IRF P` KE W. C.BOYETT ESTATE PARTITION 222 SF REQUIRED EASEMENT OR SETBACK V) -- _ o�G' - -' - - - - -- - 208 VOL.VOL.86A8, PAGE 1, O.P.R.B.C. i -== 2913 SF •1 P►� G� 5/8' IRF P ERR 450EQ10 FB -_ ----- aPROPERTY LINE Q\'- Uj Uj `�� J loo p��� Q J I q rn ,0v 0 Q J yip Ic G S Q, G� R� G�� ,�� BACK OF � o`< ofn Dc w' `� PROPOSED PUBLIC 1011, - I �� g�5 ' V� ���,, AccEss FB, CURB i BACK OF m 0P `����o �� 235 SQ. EASEMFEET 5/8' IRF P ENT KERR 4502 N ion 0 tivN LOT 3 � 6 1-50( I I BEG NNWG 3 �5 ARTESIAN ASSETS LLC ! i CALLED 0.072 ACRES DP UNLIMITED, INC. -- C%20 2 A PORTION OF LOT 3 CALLED 0.113 ACRES (EXHIBIT 'B') O � 0 O RESIDUE OF LOTS 1 AND 2, BLOCK 10, I IRF [ RR 4�5QQ2 132103(ETTESTATEPARTITION W. c.BovErrESTATE PARnnoN -_-- n 3 40.18 P Set x'69 03, PAGE 178, O.P.R.B.C. VOL 3990, PAGE 109,0.P.R.B.C. _ ! o /-c� �� oTBM 20 0 y Q 01 O.Do I ! -------------------------------- I�FLOOR TO AREA RATIO a 1004 �y IRF CAP KERR 4502 5/8' IRF CAP KERR 4502VO Q BCx340.68 j90 UN/VERS/TY DRI VE fiill ROTQUAREA 12913 SF (VA R/ABLER.0.W.) TOTAL LOT AREA ( ) LINE BEARING DISTANCE 3135 SF BLDG AREA (2747 SF) L1 S 48'1536 E 3.24 PROPOSED PUBLIC PROPOSED: 0.943:1 in jL2 IN 4020'16" w I 3.2T► ACCESS EASEMENT I 0 �P} LIGHT POLE TRANSFORMER/,SCREEN: MASONRY WALV& REVABLE RDI PANEL WALL WALL HEIGHTSTO BE 6" TALLER T N TOP OFT LV CHURCH AVE. PROPERTIES BOYETT, BLOCK 10, LOT ZONED NG -1 ELECTRICALPROPOSED BU! I BOX I ' alu • HDPE STORMDRAIN FROMDOWNSP1 1 st FLOOR = 1167 SF RESTAURANT L� I, • FLOOR 1 59 SF OFFICE FIREWALL �;7 �� IIIIII 1 11' 1 • 11 �:.,oi� VV 111 STORAG • 1' /• /'� '1 '11 1/ •1 OMNI' ..1. . SEE LANDSCAPE PLAN FOR TREE_ PROTECTION _ NOTES _ ,__,� __ __- _ - --2ND-FLOOR CANTILEVER -` STAIR LANDING PR POSED 6" PE STORM DRAIN FROM ROOF SILT ENCE D NSPOUTS, ROUT UNDER DECK IRO I ENCE ELEMCiON CERTIFICATE C3 REQUIRED CD +1' C3 +2` © +V CJ +4' / NOT RF0 1!RE-D PROPOSED PORCH AREA: 421 SF PROPOSED 2 STORY BUILDING: AREA 1ST FLOOR: 1167 SF AREA 2ND FLOOR: 1159 SF x� `' PROPERTY LINE REVIEWED COMPLIANI I'AN 2 7 Z010 EEC GALVANIZED VERTICAL EXHAUST RISER HEIGHT TO MEET CITY CODE REQUIREMENTS a.� GALVANIZED HORIZONTAL EXHAUST DUCT ICATED BELOW AWNING ROOF WOOD STORAGE AREA �- GALVANIZED VERTICAL EXHAUST RISER 8 B COOKER NORTHGATE SPECIFIC STANDARDS BRICK PAVERS HOLLAND STONE BY PAVESTONE IN RIVER RED OR APPROVED EQUIVALENT APPROVED PATTERN: RUNNER BOND s1 1/s" TI-- 0.7116 I SEAT 0.8551 HEIGHT 1.3216 --I 0.4653 1 SIDEWALK BENCHES I` -1'2851--I STEELSITES SERIES MODEL #RB -28 (6 -FOOT) BY VICTOR STANLEY INC., OR APPROVED EQUIVALENT S-2 IX s SUPER CYCLOPS CASCADE OR AP 60" 61 1/8" TREE GRATES PARKWAY COLLECTION MODEL #R -8738 -At OR APPROVED EQUIVALENT UNLIMITED, INC. YEFT, BLOCK 10 T5 NED NG -1 EX. CLEANOUT UNKNOWN DEPTH O EX. 16" SEWER LINO BY SS 0 5 10 20 WATER �� TIES LLC. CHURCH AV/DN MINIMUM RANSFORMER PAD BOYETT, BLOCK3 1 PT OF) s s -- 3'X3'X3' GROUND M NTED TRANSFORMER ZO1 2 GPM METER LOCATED 0 TRANSFORMER DEMAND AT ALL RADIUS POINTS, PT'S, AND PCS MAXIMUM REMOVABLE WAL SYSTEM FOR SERVICE GPD EXISTING SANITARY SEWER / Y 3.THESE ARE CITY MINIMUMS. -SEE ELECT CAL SERVICE CONDUIT 6, _ GEOTECHNICAL REPORT FOR PROJECT RECOMMENDATIONS. REMOVE TREES AS REQUIRED #4 BAR CONTINUOUS3 CURB EXISTING PRIVATE EXCEPT THRU g"R EXPANSION JOINTS #4 BARS s PfgPOSED 6' CEDAR FENCE / UTILITY EASEMENT yt 3�y r r s w 6. VOLUME 145 AUVNi 909 CLASS 200 DR 14 PVC WATER PAGE 288-289 5. OTHER �ERV(CE LINA WITH DETECTOR TYPE LINE WITH dETE OR TYPE ELECTRICALPROPOSED BU! I BOX I ' alu • HDPE STORMDRAIN FROMDOWNSP1 1 st FLOOR = 1167 SF RESTAURANT L� I, • FLOOR 1 59 SF OFFICE FIREWALL �;7 �� IIIIII 1 11' 1 • 11 �:.,oi� VV 111 STORAG • 1' /• /'� '1 '11 1/ •1 OMNI' ..1. . SEE LANDSCAPE PLAN FOR TREE_ PROTECTION _ NOTES _ ,__,� __ __- _ - --2ND-FLOOR CANTILEVER -` STAIR LANDING PR POSED 6" PE STORM DRAIN FROM ROOF SILT ENCE D NSPOUTS, ROUT UNDER DECK IRO I ENCE ELEMCiON CERTIFICATE C3 REQUIRED CD +1' C3 +2` © +V CJ +4' / NOT RF0 1!RE-D PROPOSED PORCH AREA: 421 SF PROPOSED 2 STORY BUILDING: AREA 1ST FLOOR: 1167 SF AREA 2ND FLOOR: 1159 SF x� `' PROPERTY LINE REVIEWED COMPLIANI I'AN 2 7 Z010 EEC GALVANIZED VERTICAL EXHAUST RISER HEIGHT TO MEET CITY CODE REQUIREMENTS a.� GALVANIZED HORIZONTAL EXHAUST DUCT ICATED BELOW AWNING ROOF WOOD STORAGE AREA �- GALVANIZED VERTICAL EXHAUST RISER 8 B COOKER NORTHGATE SPECIFIC STANDARDS BRICK PAVERS HOLLAND STONE BY PAVESTONE IN RIVER RED OR APPROVED EQUIVALENT APPROVED PATTERN: RUNNER BOND s1 1/s" TI-- 0.7116 I SEAT 0.8551 HEIGHT 1.3216 --I 0.4653 1 SIDEWALK BENCHES I` -1'2851--I STEELSITES SERIES MODEL #RB -28 (6 -FOOT) BY VICTOR STANLEY INC., OR APPROVED EQUIVALENT S-2 IX s SUPER CYCLOPS CASCADE OR AP 60" 61 1/8" TREE GRATES PARKWAY COLLECTION MODEL #R -8738 -At OR APPROVED EQUIVALENT UNLIMITED, INC. YEFT, BLOCK 10 T5 NED NG -1 EX. CLEANOUT UNKNOWN DEPTH O EX. 16" SEWER LINO BY SS 0 5 10 20 WATER DEMAND MINIMUM 0 GPM MAXIMUM 20 GPM AVERAGE 2 GPM SEWER DEMAND AT ALL RADIUS POINTS, PT'S, AND PCS MAXIMUM 2,800 GPD DEVELOPERZOWNER AR TI SI AN ASSETS, LLC P.O. BOX 3277 COLLEGE STATAION, TX 77841 CHURCH ST. BARBEQUE 100 CHURCH AVE. COLLEGE STATAION, TX 77841 LEGAL DESCRIPTION: City of College Station, W.C. BOYETT PARTITION PLAT, VOL 100. Page 440, Brazos County. Texas BLOCK 10, _ . LOT 3 (PT. OF) 0.072 ACRES an n i a N !1pu � f A JONES&CART--ER,INC. J� ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F439 L TREE 700 University Dr. East, Ste. 110C, College Station, Texas 77840 (979) 731-8000 i PER ACTURERS CATIONS SCALE:AS NOTED DGN. BY: SED DATE: AS NOTED DWN. BY: DMW JOB N0. C0077-001 DWG. N0. -- SUBMITTED: -- SURV. BY: THIS DRAWING IS RELEASED FOR THE PURPOSE OF: SITE REVIEW NO.: 313 10/26/2009 My UNDER THE AUTHORITY OF STEVE E. DUNCAN, P.E. 83252. BE USED FOR SHEET NO. U tWERUC ON, BIDDING, OR (TTI G PURPOSES. Qf%RADI JAKIC1=7 OF 4 Inns 26 2010 Alt LAT FILED:-___ 1. EXPANSION JOINTS: 60' MAX SPACING AND AT ALL RADIUS POINTS, PT'S, AND PCS 2. CONTRACTION JOINTS: 10' MAX SPACING. Y 3.THESE ARE CITY MINIMUMS. -SEE 6, _ GEOTECHNICAL REPORT FOR PROJECT RECOMMENDATIONS. #4 BAR CONTINUOUS3 CURB EXCEPT THRU g"R EXPANSION JOINTS #4 BARS 0 18" OCEW 6. 6' FIRE LANE, 5. OTHER SUBGRADE REINFORCED CONCRETE CURB DETAIL DEVELOPERZOWNER AR TI SI AN ASSETS, LLC P.O. BOX 3277 COLLEGE STATAION, TX 77841 CHURCH ST. BARBEQUE 100 CHURCH AVE. COLLEGE STATAION, TX 77841 LEGAL DESCRIPTION: City of College Station, W.C. BOYETT PARTITION PLAT, VOL 100. Page 440, Brazos County. Texas BLOCK 10, _ . LOT 3 (PT. OF) 0.072 ACRES an n i a N !1pu � f A JONES&CART--ER,INC. J� ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F439 L TREE 700 University Dr. East, Ste. 110C, College Station, Texas 77840 (979) 731-8000 i PER ACTURERS CATIONS SCALE:AS NOTED DGN. BY: SED DATE: AS NOTED DWN. BY: DMW JOB N0. C0077-001 DWG. N0. -- SUBMITTED: -- SURV. BY: THIS DRAWING IS RELEASED FOR THE PURPOSE OF: SITE REVIEW NO.: 313 10/26/2009 My UNDER THE AUTHORITY OF STEVE E. DUNCAN, P.E. 83252. BE USED FOR SHEET NO. U tWERUC ON, BIDDING, OR (TTI G PURPOSES. Qf%RADI JAKIC1=7 OF 4 Inns 26 2010 Alt LAT FILED:-___ M PROPOSED ME/T'ER / LOCATIO / E DETAIL, C3� CITY OF COLLEGE STATION BOYETT, BLOCK 11, LOT 1-7 ,\ ZONED NG -1 SEE PLAN AND PROFIL ,�3 7 �\ 2—SIDEWXLK B "LACHES PER UD6 5.6.9 TYP. A HANDRAIL;/ / J /EX. GAS LINE TO /REMYN A STREET TREES/A GRADE TO EX. HYDRANT UT, TYPE IP i/ >l - - / ADRCURB TO CLOSE EX. J� -\' DRIVE ENTRANCES/�TYP SPLIT FACE WALL;, KBE RAC GPS An�\ COORD..WEIGHT W/ OWNER 11 VICINITY MAP PROPER/71?( LINE N.T.S. ti w. RIM STOXt1�I SEWER /j' �` 10 J MANHOL�tLEV: 340.51'// / 6- FL INLE;f BOX ELEV: X335 1 41 G PROJECT SPECIFIC NOTES: / / s 8" PE STORM DAIN _... > EX. HYDRANT � 1. CITY OF COLLEGE STATION W.C. BOYETT PARTITION, BRAZOS 8"`�HDPE STGRIVIDRAIN AND LEAD; COUNTY TEXAS 2. ZONED NG -1 TIE 6" HDPE STORM So o/ �o / Y�✓ ,0 341.4 3. BUILDING SETBACKS: LINES PER COLLEGE STATION UDO. \ DRAW PIPE INTO EXISTING \S / -' ■ `' % ¢/'"'e g 3'X4' BOX ♦ �/ ;':: CHURCH ST. MIN 10 `� � Ic (MIN) ti DEFER TO B/CS STANDARD SPEC S1-03 CHURCH ST. (MAX) 35' WITH CAFE SEATING �/ SEE DETAIL C2 \ P WELLBORN ST, (MAX) 35' 341173 DEC ' / UNIVERSITY DR, (MAX) 25' 1 `y> 3CK BQ"X SIDE & REAR, NONE PEA GRAVEL BAGS % 1 / / V 4. ACCORDING TO THE FLOOD INSURANCE RATE MAP COMPILED BY THE EROSION CONTROL TYP. / ';. 1 L J ./' . J � ISED ONR FEDERAL EMERGENCY MANAGEMENT AGENCY FOR THE NATIONAL FLOOD INSURANCE PROGRAM, COMMUNITY PANEL NO. 48041CO14-3C, BRAZOS COUNTY, TEXAS DATED JULY 2, 1992, IT APPEARS THAT RELOCATE EX. HANDRAIL / TA ,,.73 DCCK NO PORTION OF THE CAPTIONED PROPERTY FALLS WITHIN THE 100 ; 2.7 YEAR FLOOD HAZARD BOUNDARY. PROPOSED PU9 C 5. ALL PROPOSED SIGNS WILL BE REVISED AND PERMITTED SEPARATELY ACCESS EASAENT - a FRO 1 HYDRANT SE/DETAIL �P\ 6. FIRE FLOW FOR 2285 SF, TYPE IIB = 1,500 GPM M (EXISTING) 7. BUILDING IS REQUIRED TO BE SPRINKLED. 8. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR PR POSED CONDITIONING, ELECTRICAL METER AND SERVICE COMPONENTS, AND EX. LIGHT POLE SILT SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL, WALL MOUNTED, ENC'. OR ROOF MOUNTED SHALL BE SCREENED FROM VIEW FROM RIGHTS-OF-WAY. UDO 5.6.B.10.0 9. OUTDOOR LIGHTING STANDARDS TO COMPLY WITH UDO 7.10 w w\ 10. NO PARKING REQUIRED PER UDO 5.6 11. NO TRAFFIC IMPACT ANALYSIS REQUIRED PER UDO 7.9 12. THE OWNER WILL UTILIZE THE NORTHGATE PROMENADE TRASH CONTAINERS IN AGREEMENT WITH THE CITY OF COLLEGE STATION 13. NO GRADING IS PROPOSED 14. STORMWATER DRAINAGE IMPACTS FROM THIS ADDITION ARE \ INSIGNIFICANT 15. ALL WORK SHALL COMPLY WITH THE CITY OF COLLEGE STATION \ �� STANDARDS \ 16. SURVEY PROVIDED BY KERR SURVEYING, 05-13-2008. `�� \` i 17. DIGTESS UTILITIES WERE NOT LOCATED 18. AN IRRIGATION PLAN TO BE SUBMITTED AND PERMITTED PRIOR' TO FL 5'x4' BOX / q� INSTALLATION �O \\ ELEV: 335.17' �/ 19. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM SUPPLY PROTECTION AS THE AMP OR USA, LL562 LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY COLLEGE DESIGN DISTRICT DIMENSIONAL STANDARDS M STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 20. CAFE SEATING IS PROPOSED ALONG CHURCH ST AND WELLBORN ST N FRONTAGE LOT AREA ENCUMBERED Nail? MAG CX340,6 CHURCH AVENUE PROPERTIES, LLC BY 10' MIN. SETBACK �(� CALLED 0.221 ACRES 13 AREA NOT ENCUMBERED BY A / {'• ' ALL OF OF LOT ANDA O.oc CHURCH ST. -- 3 r.0' PORTION OF LOT3BLOCK10, 5/8° IRF CAPI KE REQUIRED EASEMENT OR SETBACK ONO _ V' W. C. BOYETT ESTATE PARTITION ,' \ ♦ 222 SF _ .- ISI) !I, ------------ `�' 208' D VOL. 8648, PAGE 1, O.P.R.B.C. L .- ! III IIII 2913 SF P► 5/8' IRF P ERR 450fb10 III Q FB ,G. I ! ( PROPERTY LINE `• �Go\,'`°° L'� Sr � � ;''� ''�'• �,�� --= ,j iiI II I'! I III' i' ��: I- Y, `J 14 °P Off' �t.� ` C� o -_- (fI 1 • ( I� I ! C, = 1(r, looms Q `e,�. �, _ J� _ III II; I II ja i II II J� �o LO �,�° � � o � ,o%� �• '' BACK OF _- i L. ! III ! ��i; III i � I'� �I� ��u 'III II i I I o of F �' PROPOSED PUBLIC loll// i. I a �- NFB-CURB = III I I III FII 1 ' j I1 I j I I BACK OF / V / P� / G j LIGHT POLE / i� / / CHURCH AVE. PROPERTIES LL BOYETT, BLOCK 10, LOT 4 ZONED NG -1 TRANSFORMER/SCREEN: MASONRY WALL' & REMOVABLE ��HA,RDI PANEL WALL ',` it L WALL HEIGHTS TO BE 6" TALLER THAN TOP OF &j&MER L CHURCH AVE. PRO ERTIES LLC. RANSFORMER PAD: ELEV 341.59 BOYETT, BLOCK 10; LOT 3 (E PT OF) \ --/ 3'X3'X3' GROUND M06NTED TRANSFORMER ZON NG -1 METER LOCATED O,If TRANSFORMER REMOVABLE WALK SYSTEM FOR SERVICE EXISTING SANITARY SEWER ELECTRICAL SERVICE CONDUIT REMOVE TREES AS REQUIRED 4112 � EXISTING PRIVATE PROPOSED 6' CEDAR FENCE /� UTILITY VOLUMEEAS45MENT _ A �� 22 6" AWWA C-909 CLASS 200 DR 14 PVC WATER PAGE 288-289 SERVICE LINE WITH DETECTOR TYPE EX. 6 " SCH 40 PVC WATER SERVICE LINE WITH BETE AR TYPE 4" AWWA C-90�,CLA ;g DRY FIRE LINE (3' MIN COVER) ED r�PG��Po\N, ��' N EASEMENT 30.00 - I'' II II (I ( I Ip CURB , 235 SQ. FEET 5/8" IRF P KERR 4502 — - il) i; II III + I:I II IIII IIII III 100 /�'° r) III II':,I II II III !I IIII IIIBI III II it h !!I' !II II IIII lil I VII — _ Cx1Ln 40. /' �� —IIII III Il l pl II IIII Q of T oP 3 °;5 LUT 3 Io II IIIII II �I ( EG NNING /� ARTESIAN ASSETS LLC U / CALLED 0.072 ACRES DP UNLIMITED, INC. 20 / CALLED 0.113 ACRES(EXHIBIT•B•) - — O ION OF LOT 3 o A PORTION O O D� RESIDUE OF LOTS 1 AND 2, BLOCK 10, 1 IRF R' I §RR 4 �2Set'"" LETT ESTATE PARTITION W. C. BOYETT ESTATE 09O PARTITION 111 � ` 340.1 SIJ Rf'03, PAGE 178, O.P.R.B.C. VOL. 3990, PA o rT d�6---------------------------- I �.' IIII C': X TBM Ol 200.00 I I I !; I. FLOOR TO AREA RATIO � yy��IRF CAP KERR 4502 5/8° IRF CAP KERR 4502 I I I I i'�I lilli III REQUIRED: 1:1 / a 1004 40.68 s,�v� V/��VERS/TY DR/1/E LOT AREA (2913 SF) Bcx a� III l II I III III II I) ..I `i -1b (VAR/ABLE R. O. W.) TOTAL LOT AREA BLDG AREA (2747 SF) LINE BEARING DISTANCE PROPOSED PUBLIC 3135 SF PROPOSED: 0.943;1 L1 S 48-15-36" E 3.24 M o 112 N 40'20'16" w 3,27'1ACCESS EASEMENT I, \� 1.73 ➢ECK SEE LANDSCAPE -PLAN FOR TREE PROTECTION NOTES / 6" �DPE STORM DRAIN FROM ROOF DOWNSPOUTS, ROUT UNDER DECK T10-1 PROPOSED PORCH AREA: 421 SF PROPOSED 2 STORY BUILDING: AREA 1ST FLOOR: 1167 SF ,A A 2ND FLOOR: 1159 SF PROPERTY LINE [TNTFLOOR CANTILEVER STAIR LANDING GALVANIZED VERTICAL EXHAUST RISER HEIGHT TO MEET CITY CODE REQUIREMENTS GALVANIZED HORIZONTAL EXHAUST DUCT LOCATED BELOW AWNING ROOF WOOD STORAGE AREA GALVANIZED VERTICAL _ EXHAUST RISER UNLIMITED, INC. VETT, BLOCK 10 f5 NED NG -1 EX. CLEANOUT UNKNOWN DEPTH 0 5 10 20 i O 01/04/2010 ORIGINAL D�SIIGN ss / Al 02/15%2010 REVISED'/FINISHED FLOOR r_17c_ �a%L\ 06/30/1 L� \ s AND NAP DRAG ' 'liI I ;EWER LINE S ENTRAN E / ��. JUL 0-1- 7010 f DEVELOPMENT SERVICES LST F1LEP:.LA .� I , I E .`mnm PLIA, \ COLLE 05STATIO ENGINEORINO rn �I N A131 COOKER NORTHGATE SPECIFIC STANDARDS —2 I/4" BRICK PAVERS HOLLAND STONE BY PAVESTONE IN RIVER RED OR APPROVED EQUIVALENT APPROVED PATTERN: RUNNER BOND 61 1/8" T 0.7116 SEAT 0.8551 HEIGHT f `-- 1.3216 -I 0.4653 SIDEWALK BENCHES �-1.2651—{ STEELSITES SERIES MODEL #RB -28 (6 -FOOT) BY VICTOR STANLEY INC., OR APPROVED EQUIVALENT oII ITI I f--- 6 011'I BICYCLE RACK SUPER CYCLOPS MTEq #2175BY OLU �I CASCADE OR APPRO�E EQUIVALEIIU INS11ALL TREE GRP ES PER MANUFACTURERS SPECIFICATIONS 8"R. 60" 61 1/8" TREE GRATES JJJ PARKWAY COLLECTION MODEL #R -8738—A7 B' NEENAH Fi6UNDMY, COMPANY, OR APPROVED EQUIVALENT WATER GELECTRICAL �� / of •� BOX s``rLl �`` \� 8" TRENCH DRAIN , X 120.0 X 0.75 MCNICHOLS GALVINIZED BAR GRATING EQUIV.._l GPM 3{196' i 1171 \ / 2 GPM SEWER DEMAND THIS SEAL WAS PROPOSED BUILDING 2,800 GPD AUTHORIZED BY ^, ••.• STEVE E. DUNCAN, 75 F,F = 341.8,7 4 ��, j 6 HDPE STORM DRAIN FROM AWNING DOWNSPIO T :•••• j * , / •, * 1 st FLOOR = 1167 S( RESTAURANT 3 �...................... ....� STEVE E. DUNCAN 4 .... ............... .. •• 83252 00 r�,±0 2nd FLOOR = 1/159 SF OFFICE °° 41.2 8 2ND FLOOR CANTILEVER', STAIR LANDING ••���% • SHEET NO. r 1 C 1 ' PROPOSED AWNING PROPOSED FIREWALL ROOF JR5: M UNIVERSITY DR. 341.83 _ TIE INTO EXISTNG SANITARY SEWER SERVICE DP UNLW BOYETT, ED, INC. T 1, 2 O _ (PTS OFI WOOD STORAGE AREA ZONED N DE6" HDPE STORM DRAIN FROM ROOF DOWNSPOUT D K EXISTING 4" CLEANOUT TO BE REMOVED V s: s,03n PROPERTY LINE I ED r�PG��Po\N, ��' N EASEMENT 30.00 - I'' II II (I ( I Ip CURB , 235 SQ. FEET 5/8" IRF P KERR 4502 — - il) i; II III + I:I II IIII IIII III 100 /�'° r) III II':,I II II III !I IIII IIIBI III II it h !!I' !II II IIII lil I VII — _ Cx1Ln 40. /' �� —IIII III Il l pl II IIII Q of T oP 3 °;5 LUT 3 Io II IIIII II �I ( EG NNING /� ARTESIAN ASSETS LLC U / CALLED 0.072 ACRES DP UNLIMITED, INC. 20 / CALLED 0.113 ACRES(EXHIBIT•B•) - — O ION OF LOT 3 o A PORTION O O D� RESIDUE OF LOTS 1 AND 2, BLOCK 10, 1 IRF R' I §RR 4 �2Set'"" LETT ESTATE PARTITION W. C. BOYETT ESTATE 09O PARTITION 111 � ` 340.1 SIJ Rf'03, PAGE 178, O.P.R.B.C. VOL. 3990, PA o rT d�6---------------------------- I �.' IIII C': X TBM Ol 200.00 I I I !; I. FLOOR TO AREA RATIO � yy��IRF CAP KERR 4502 5/8° IRF CAP KERR 4502 I I I I i'�I lilli III REQUIRED: 1:1 / a 1004 40.68 s,�v� V/��VERS/TY DR/1/E LOT AREA (2913 SF) Bcx a� III l II I III III II I) ..I `i -1b (VAR/ABLE R. O. W.) TOTAL LOT AREA BLDG AREA (2747 SF) LINE BEARING DISTANCE PROPOSED PUBLIC 3135 SF PROPOSED: 0.943;1 L1 S 48-15-36" E 3.24 M o 112 N 40'20'16" w 3,27'1ACCESS EASEMENT I, \� 1.73 ➢ECK SEE LANDSCAPE -PLAN FOR TREE PROTECTION NOTES / 6" �DPE STORM DRAIN FROM ROOF DOWNSPOUTS, ROUT UNDER DECK T10-1 PROPOSED PORCH AREA: 421 SF PROPOSED 2 STORY BUILDING: AREA 1ST FLOOR: 1167 SF ,A A 2ND FLOOR: 1159 SF PROPERTY LINE [TNTFLOOR CANTILEVER STAIR LANDING GALVANIZED VERTICAL EXHAUST RISER HEIGHT TO MEET CITY CODE REQUIREMENTS GALVANIZED HORIZONTAL EXHAUST DUCT LOCATED BELOW AWNING ROOF WOOD STORAGE AREA GALVANIZED VERTICAL _ EXHAUST RISER UNLIMITED, INC. VETT, BLOCK 10 f5 NED NG -1 EX. CLEANOUT UNKNOWN DEPTH 0 5 10 20 i O 01/04/2010 ORIGINAL D�SIIGN ss / Al 02/15%2010 REVISED'/FINISHED FLOOR r_17c_ �a%L\ 06/30/1 L� \ s AND NAP DRAG ' 'liI I ;EWER LINE S ENTRAN E / ��. JUL 0-1- 7010 f DEVELOPMENT SERVICES LST F1LEP:.LA .� I , I E .`mnm PLIA, \ COLLE 05STATIO ENGINEORINO rn �I N A131 COOKER NORTHGATE SPECIFIC STANDARDS —2 I/4" BRICK PAVERS HOLLAND STONE BY PAVESTONE IN RIVER RED OR APPROVED EQUIVALENT APPROVED PATTERN: RUNNER BOND 61 1/8" T 0.7116 SEAT 0.8551 HEIGHT f `-- 1.3216 -I 0.4653 SIDEWALK BENCHES �-1.2651—{ STEELSITES SERIES MODEL #RB -28 (6 -FOOT) BY VICTOR STANLEY INC., OR APPROVED EQUIVALENT oII ITI I f--- 6 011'I BICYCLE RACK SUPER CYCLOPS MTEq #2175BY OLU �I CASCADE OR APPRO�E EQUIVALEIIU INS11ALL TREE GRP ES PER MANUFACTURERS SPECIFICATIONS 8"R. 60" 61 1/8" TREE GRATES JJJ PARKWAY COLLECTION MODEL #R -8738—A7 B' NEENAH Fi6UNDMY, COMPANY, OR APPROVED EQUIVALENT WATER DEMAND DGN. BY: MINIMUM 0 GPM MAXIMUM 20 GPM AVERAGE 2 GPM SEWER DEMAND THIS SEAL WAS MAXIMUM 2,800 GPD NOTES: 1. EXPANSION JOINTS: 60' MAX SPACING AND AT ALL RADIUS POINTS, PT'S, AND PC'S 2. CONTRACTION JOINTS: 10' MAX SPACING. 3. THESE ARE CITY MINIMUMS. SEE 6 GEOTECHNICAL REPORT FOR PROJECT RECOMMENDATIONS. #4 BAR CONTINUOUS 3 CURB EXCEPT THRU EXPANSION JOINTS 3 R #4 BARS ® 18° OCEW L_. 6' ARE LANE, 5' OTHER SUBGRADE REINFORCED CONCRETE CURB DETAIL I DEVELOPER/OWNER ARTI SI AN ASSETS, LLC P.O. BOX 3277 COLLEGE STATAION, TX 77841 CHURCH ST. BARBEQUE 100 CHURCH AVE. COLLEGE STATAION, TX 77841 LEGAL DESCRIPTION: City of College Station, W.C. BOYETT PARTITION PLAT, VOL 100. Page 440, Brazos County. Texas BLOCK 10, LOT 3 (PT. OF) 0.072 ACRES SITE PLAN ir JONES&CARTER,I NC. ` ," ENGINEERS• PLANNERS- SURVEYORS Texas Board of Professional Engineers Registration No. F-439 700 University Dr. East, Ste, 110C, College Station, Texas 77840 (979) 731-8000 SCALE:Ac, NOTED DGN. BY: SED DATE: AS NOTED DWN. BY: DMW JOB NO. C0077-001 DWG. NO. -- SUBMITTED: -- SURV. BY: -- THIS SEAL WAS AUTHORIZED BY ^, ••.• STEVE E. DUNCAN, i �I is �� �� P.E. 83252 :•••• j * , / •, * ON 06/30/2010 �...................... ....� STEVE E. DUNCAN 4 .... ............... .. •• 83252 00 r�,±0 ••���% • SHEET NO. r 1 C 1 OF 4 Pecan Tree Protection Notes 01. Provide positive surface drainage across tree protection area. 02. During wooden deck construction, locate posts as to not sever any root with a diameter greater than 1.5". 03. No grade change shall be made within tree protection area. 04. There shall be no tool, trash or foreign chemical storage or disposal within the tree protection area. 05. There shall be no utility trenching through tree protection area. 06. Contact the Landscape Architect at (979)-846-2775 if alterations to the approved location of the tree protection area are necessary. R t 02TREE BARRICADE DETAIL Ref: None Scale: NTS Note: Verify all dimensions before construction. Symbol Quantity Size 3 4" Cal. .8" BARRIER FENCING RMLY DRIVEN MEfAL'T' AR STAKES 12'x12'x$'x10" OR QUAL 1 6-0" O.C. XISTING GRADE BURIAL OF OVERALL OST 3' MIN. PLANT LIST Common Name (Botanical Name) Canopy Trees Live Oak (Quercus virgiana) Comments 12/14' Ht., 4/5' Sp., Matched 6'-0" Clear Trunk Min., Container 6/8' Ht., 4/5' Sp., Matched, 3-5 Canes, 3' Clear Trunk Min. 15" Height Min., Rooted, Full 24" Height Min., Rooted, Full 3 - 36" Runners, min. Rooted, Staked Non -Canopy Trees �• 2 15 Gal. Red Bud (Cercis canadensis) ( X ) 4 Shrubs (5 Gal. or Larger) 5 Gal. Dwarf Yaupon Holly (Ilexvomitoria'nand) 7 1 Gal. 2 5 Gal. Knockout Rose (Rosa x'Rodrazz') �✓ 2 5 Gal Lady Banks Rose banksiae lutea) (Rosa Comments 12/14' Ht., 4/5' Sp., Matched 6'-0" Clear Trunk Min., Container 6/8' Ht., 4/5' Sp., Matched, 3-5 Canes, 3' Clear Trunk Min. 15" Height Min., Rooted, Full 24" Height Min., Rooted, Full 3 - 36" Runners, min. Rooted, Staked General Notes 01. All Plant Material shall be pruned / shaped as per Landscape Architect after installation to remove any broken or damaged branches and to give uniformity of shape. 02. All Plant Material must be approved by the Landscape Architect before installation. 03. Verify all quantities before installation. 04. All plant material is to be guaranteed for 1 full year. 05. Landscape Contractor is responsible for clearing any dirt or mud from public roadway. Landscape Contractor is also responsible for keeping the site clean during construction and plant installation. 06. An automatic irrigation system will cover the entire landscaped areas. 07. Bedding Soil (flowerbeds) shall be prepared to a depth of 8 inches and. consist of 40% Sandy Loam Topsoil, 60% Black Humus. 08. Erosion control is required as needed and clear-up is included. 09. See Site Plan for topographic information, existing and proposed utilities, easements, adjacent land uses, existing development and roadways. o BBQ Pit Gate ~' Transformer Tree Well s 1 Gal. and Smaller Plants © 7 1 Gal. Bulbine (Bulbine frutescens) 8" Height Min., Rooted, Full 5 1 Gal. Butterfly Iris (Moraeo Dietes iddioides) 18" Height Min., Rooted, Full 12 1 Gal. Giant Uriope (Lidope muscori 'Gigantia') 12' Height Min., Pot Full, Rooted 18 4" Pot Mixed Herbs Pot Full, Rooted 18 1 Gal. Maiden Grass Pot Full, Rooted, Full 14 1 Gal. Prostrate Rosemary (Rosmarinus officinalis'Prostratus') Pot Full, Rooted, Full 1 I Gal. Red Flowering Yucca (Hesperaloe parviflora) 18" Height Min., Rooted, Full 3 1 Gal. Society Garlic (Tulbaghia violocea) 8" Height Min., Rooted, Full General Notes 01. All Plant Material shall be pruned / shaped as per Landscape Architect after installation to remove any broken or damaged branches and to give uniformity of shape. 02. All Plant Material must be approved by the Landscape Architect before installation. 03. Verify all quantities before installation. 04. All plant material is to be guaranteed for 1 full year. 05. Landscape Contractor is responsible for clearing any dirt or mud from public roadway. Landscape Contractor is also responsible for keeping the site clean during construction and plant installation. 06. An automatic irrigation system will cover the entire landscaped areas. 07. Bedding Soil (flowerbeds) shall be prepared to a depth of 8 inches and. consist of 40% Sandy Loam Topsoil, 60% Black Humus. 08. Erosion control is required as needed and clear-up is included. 09. See Site Plan for topographic information, existing and proposed utilities, easements, adjacent land uses, existing development and roadways. o BBQ Pit Gate ~' Transformer Tree Well s ft i .. s Tree Well C H U R C H q S T R E E T Existing Yaupon Tree T FIRMLY DRIVEN METAL'T' BAR STAKES 1g'cl"'xg'x1lWOR EQUAL 1 6'-0" O.C. 48" BARRIER FENCING — Bench — Existing Pecan Tree (To Remain) (Protect Duning Construction) • M• •�1 Jw Iron Fence (44 LF) n Iron Fence (22 LF) r� Tree Well XMIX 0 1 LANDSCAPE PLAN Ref: None Scale: 114!'= 1'4' North Note: Verify all dimensions before construction. Drain _4l Existing Pecan Tree Concrete Drainage Flume New Handrail Gas V EWED" FOR ubmr .)Ant 262010 EVELOPIVOEINI1 SSS" VI ES 'LST FILIE �, I all :........................ 0 ....ROBERT .B...RUTH s 0 1434 ra 0,4 ®mac 10-12-09 Date: 9-8-08 Revisions: 1-18-09 - BWL 4-6-09 - BWL 6-24-09 - BWL 7-30-09 - BWL 8-4-09 - BWL 10-12-09 - BWL Sheet Number LS 1 l 1 ft i .. s Tree Well C H U R C H q S T R E E T Existing Yaupon Tree T FIRMLY DRIVEN METAL'T' BAR STAKES 1g'cl"'xg'x1lWOR EQUAL 1 6'-0" O.C. 48" BARRIER FENCING — Bench — Existing Pecan Tree (To Remain) (Protect Duning Construction) • M• •�1 Jw Iron Fence (44 LF) n Iron Fence (22 LF) r� Tree Well XMIX 0 1 LANDSCAPE PLAN Ref: None Scale: 114!'= 1'4' North Note: Verify all dimensions before construction. Drain _4l Existing Pecan Tree Concrete Drainage Flume New Handrail Gas V EWED" FOR ubmr .)Ant 262010 EVELOPIVOEINI1 SSS" VI ES 'LST FILIE �, I all :........................ 0 ....ROBERT .B...RUTH s 0 1434 ra 0,4 ®mac 10-12-09 Date: 9-8-08 Revisions: 1-18-09 - BWL 4-6-09 - BWL 6-24-09 - BWL 7-30-09 - BWL 8-4-09 - BWL 10-12-09 - BWL Sheet Number LS 1 NOTE: TYPE -G- EXPANSION JOINTS N CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART ANO AT ALL RADIUS POINTS, P,T.-S AND P.C: S. TYPE -8" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. ,R 4 tIA" IMAM I E'1000Y L I- 00 3" CLEAR TYP, 24" LAY DOWN GUTTER SECTION STI -00 V2" CHAMFER (TYPICAL) 7 •4 BAR 6" < . e STI -03 V8" R SEAL WITH JOINT MATERIAL MOM. METAL KEY WAY PLATE DEFORMED TE BARS 04 X 18'•.18" O.C. TYPE "D" LONGITUDINAL JOINT NOTE: TYPE •'G" EXPANSION JOINTS N 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 N CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 1/4"R • - r4 BARS 8 = 3/4" X 18" SMO( EXPANSION DOWELS ZEPICAL COMBINED CURB & GUT ER SECTIOP S 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 N CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART k 6 V2"A 12' 3.-- 1- MIN. TO - C/C 04 BARS 0 18" O.C.E.W. 6' MAX. (MID SLAB( ._.:. ,.,..�•-,• �6- SECTIO A A VARIES E Ar DOWELLED IN CURBS DETAIL i:iEY 1-01 NOTE: 1. TYPE "G" EXPANSION JOINTS N 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 'V CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXON ``--TYPE "G- EXPANSION JOINT DISTANCE OF 10' APART �7 2. PIPE EXTENDED 1"-2" FROM BOC TO BE COVERED WITH FABRIC W-21 (� AND TIED N PLACE 24 ALLEY PAVING V4"R 6" STI -06 1"DIA, c 3' 6.. ISN V2X -�• 6.. 12.. 3" _ V41"%R _ SLOPE V4"R ..R _ 04 o • t7 �i0 b- 6 3/4 • 6 3t4" 2„ 3" 3" 3.. " • � 3" 3" • 4- F 4- 4- • - *4 BARS 3"� r =04 BARS -� 3" �- 0 = 3/4" X 18" SMOOTH 0 = 3/4" X 18" SMOOTH EXPANSION DOWELS EXPANSION DOWELS TYPICAL COMBINED TYPICAL WEEPHOLE CURB SPILL CURB ST1-04 STI -05 LONGITUDINAL JOINiS SHALL BE REQUIRED ONLY ON THE LLONOTUDNAL REINFORCEMENT' L a0'J. 40• 40' CENTERLNE OF THE PAVEMENT & N INTERSECTIONS AS DETAILED SEN. W/EXPANiSDN JOINT MATERIAL- 1/4"R ATERIAL-V4'•R -•\ -"i - C. TO C. TYPE "p" JOINT 04 BARS AT 18- C. TO C. TANGKN71'SECTI0NS TYPICAL JOINT & REINFORCEMENT LAYOUT FOR CONCRETE PAVEMENT SMOOTH DOWEL BAR 3/4" 0 X 18".12" Q.C. (COATED W/HEAVY GREASE) 5-vY 3/4" 7/ E.-e • e. • 1-5/8.. -3W ERR TOW SM -C EER 3/4" SODCAP " (D OF "°2°F METAL KEY WAY PLATE TYPE 11G" KPANSION & CONSTRUCTION JOINT TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS, P.C.'S. P.T.'S. OF OPPOSITE P.L'S. to ON ALL HORIZONTAL & VERTICAL CURVES SAWED OR FORMED. SEAL WITH JOINT MATERIA.. SEALING NOT REOV IN CURBS. 3/8" R 1/8" TO 3/16" v3/4- :�..r 6" MIN. 04 BARS, 18" 0 C.E.W. TYPE "B" CONTRACTION TOINT TRANSVERSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER TYPE "G" JOINT AT ALL RADIUS POINTS AND MAX. DISTANCE OF 300'ON TANGENTS BACK OF CURB i T-6" da. e' TYPE "D" .DINT TYPE "8".DNi TYPE "G" JOINT AT FUTURE EXTENSION OR AT PROP. - - WORK (TYP.) TYPICAL JOINT LAYOUT AT CONCRETE INTERSECTION GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE AOEOUATELY BLOCK SODDED OR HYOROMULCHEO AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REOUMED. BARED AREAS SWILL 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 N 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 RAN. ST3-00 TYPE "G- EXPANSION EXISTING CURB & GUTTER JONT. ELEV. TO BE REMOVED �E KEEP 6" RISE TO _� TYPE "G- EXPANSION NOTE= (/ EXPANSION JOINTS AS SHOWN AND Ai —VARIES EACH RADIUS POINT, CURB EXPANSION CURB RETURN RADIUS +2' i. F THERE JOINTS SMALL BE AT 60' CENTERS. CURB YPE "e" JOINT CONTROL JOINTS SHALL BE AT IO'CENTERS. TYPE "D- JOINT CURB RETURN RADIUS T•b- GUTTER, T G TRANSIT y `��a9� LOMGITUONAI, JT. 0 90• TO CHORD OF RADIUS, (TYP,) \ MATCH OF PROPERTY LINE F1 EXISTNG PVMT. i T-6" da. e' TYPE "D" .DINT TYPE "8".DNi TYPE "G" JOINT AT FUTURE EXTENSION OR AT PROP. - - WORK (TYP.) TYPICAL JOINT LAYOUT AT CONCRETE INTERSECTION GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE AOEOUATELY BLOCK SODDED OR HYOROMULCHEO AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REOUMED. BARED AREAS SWILL 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 N 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 RAN. ST3-00 TYPE "G- EXPANSION EXISTING CURB & GUTTER JONT. ELEV. TO BE REMOVED �E KEEP 6" RISE TO _� TYPE "G- EXPANSION RESIDENTIAL COLLECTOR i 1 SECTION T/C ELEV.=3" MATCH E OF PROPERTY LINE � JOINT. ELEV.+ CURB RETURN RADIUS +2' i. F THERE �S VALLEY O28 -DAY CONCRETE CURB RETURN RADIUS +2' 1 T/C ELEV.=3" KEEP 6" RISE TO EXISTING GUTTER 2. CURB RETURN RADIUS T•b- GUTTER, T G TRANSIT N TER �''� CURB RETURN RADIUS T-6" MATCH OF PROPERTY LINE F1 EXISTNG PVMT. i CROWN Al TO FULL LEY GU COMPACTED CEMENT , EXISTING GUTTER 4" _ > ACCESSIBLE ROUTE i4• MW.) WN Id SOi I 2 ACCESSIBLE ROUTE t4' Mw ) 2' Ar - ------ - EXISTING 4" --- - _I ow (OPTIONAL) M 2. TYPE "G" a u � zE NOtE IN CURB I� E . ANNSION ITER SH{ TS L p ¢ (OPTIONAL) a ppm F440TE PVMT. _ 3" RISE �- NOTE 3' SPACED Ar MAX06T SAW CUT 1101E 3--1 3 31 1 _ __---- EXISTING BASE MIN DRIVEWAY APRON SHALL 8E 4" OF 40' AP, AND AT L __ 128-OAY CONCRETE STRENGTH RADIUS PON S. P.T: S P.C.'S 6 3" R SE WAY APRON SHALL BE 4- DEFORMED TIE BAR •3000 psi) W/•4 BARS Q 18" O.0 E.W. ASPHALT APRONS W/0 11/4 " TYPE "8" TYPE "D" LONCITUDNAL JOINTS IN C TRA1rT10N &!CUT ER �LTW�NAL 1 V EXIST CONCRETE STRENGTH r4 X o3" O.C. 7t2aa-DAY BASE CURB AND GUTTER SHALL 8E JOINT SWILL BES ED AT MAX. JET 0 psi) W/r4 BARS Q 18" FOR TE TO CONCRETE DITCHED DISTANCE 10'APl1RTj DEFORMED TE BAR .W. ASPHALT APRONS W/O TO CONCRETE PAVEMENT STETtON CO TIONS CURB GUTTER SHALL BE ONLY SECTIONA A 3. 2x MAX 0 E. SEE BEDDING DETAIL FOR; SMYONA A r4 x 18" O.C. FOR TIE ED A.LOWEOON OPEN DITCHED TO CONCRETE TO STREET SECTIONS ONLY. SECHONA A 4, 5' MIN TR SLOPING AWAY FROM INTERSECTION DOWN C ION TO LAY B GIN; AT APPROPRIATE PIPE TYPE SLOPING TOWARD INTERSECTION CONCRETE PAVEMENT ,T, I ONLY, f SECTIONA AsoE s i ET WIDTH WIMLAYDOWNCURBlift A TYPE "G" EXPANSION JOINT] THICK PROPERTY LINE 6" CONCRETE (� MAINTAIN 2Y. MAX NOTE= RAMPS ONLY WHEN t28 DAY STRENGTH ■ 35(X) PSI) W/r4 BARS AT 18" O.C.E.W. A PONT OF CROSS SLOPE - ----- THE LONGITUDINAL SLOPE 15 DOWEL INTO EXISTING SIDEWALK W/6" LSSB TO 2' 8EYONO B.O.C. CURVATURE GREATER THAN 1:20 (VARIES) W/04 BARS O 18- O.C. RAMPS SHALL COMPLY WITH OF CURB TAS REQUMMENTS RETURN CURB TO HAVE E. A ROLL FACE DIMINISHING EXPANSION JT, & AD. (MN.) +4 H- VH AT RADIUS PONT SMOOTH DOWEL BAR. SIDEWALK c> * �` V2-0 X *-.WITH TYPE "D" V2& CAP Q 12" O.C. ACCESSIBLE RAMP ** 5' R. (MAIN.) BACK OF CURB (COATED W/HEAVY CREASE) I RAMP DETAIL) -(SEE AC�p � SS -BLE ROUTE* NEAT SAW CUT NEAT NEAT SAW CUT - - - - - - - - _ - - _ - - - - - - - SAW CUT A 1' POINT OF TANGENCY *MAINTAIN 27 MAX CROSS TYPE "G" EXPANSION DONT EXISTING CURB & GUTTER TO' SLOPE. 5' MN. WiDTH. BE REMOVED. REPLACE STREET SURFACING AS NEEDED. ** EXISTING SIDEWALKS. (A MN. �sSvcA EXPANSION DONT (TYP.) APPROVIED OF 4.8EHOND BACK OF CURB). RESIDENTIAL DRIVEWAY EXPANSION MATERIAL MAY REMAIN IN PLACE OTHERWISE SIDEWALK MUST BE REMOVED. TYPICAL STREET C C ��TE APRON ST2-00 I ST2-01 W � z TYPE •'D" EXPANSION JOINT. w� v S1 � RA�SHMIi. o t-1/4' PER FT TNG & ELEV.=T/C ELEV.+3- KEEP 6" RISE TO I TYPE -G" EXPANSION JOINT PROPERTY LINE I-�APPROX 12" DRIVEWAY WIDTH LINE q p� MP EX TI (;UTTER - - 1 Z 'DRAINAGE CULVERT PIPE) ] EXISTING PVMT. i * *MAINTAIN 2x VA TS RETURN CURB To HAVE (MIN. 18" OMA. RCP 6•• MAX ' I A IOL! FACE DIMINISHING A - ---- - - - CROSS SLOPE AT RADIUS POINT. SF,CTIONA .4 PROPERTY - --- LINE Y� 1 T PE -D" AMBU ATORY RAMP NOTE: - - - �— - EXISTING BASE MN. 25' MN. R. REMOVE DRIVEWAY APRON SHALL BE TtiRtU 1 Lt) I TUDNAL SLOPE 142 MAX. i LENGTH OF DRAINAGE PPE FOR ' - - ' DEFORMED TE BAR 6" t28 -DAY CONCRETE JOIIT RESIDENTIAL DRIVES iS 36' MAX r4 X 18" O.C. STRENGTH - 3000 psi) W/04 - - - - r - - - - - - - & 20' MIN. DRAINAGE EDGE PVMT.-1" FOR TYING NEW BARS Q W O.C.E.W. ASPHALT SIDEWALK APRONS W!0 CURB & GUTTER -- 1 a 2. ALL DRIVEWAY PIPES WITHIN CULVERT CONCRETE TO EXISTING - - - - - - - - CONCRETE PAVEMENT(] SHALL BE ALLOWED ON OPEN - - - - - i- - - - - - - - NEAT ROW MUST HAVE CONCRETE STREET SLOPED END SECTIONS } rE ONLY DITCHED STREET SECTIONS NEAT ONLY. SAW CUT SAW CUT (6:1 SLOPE) OR APPROVED EQUAL. SECTIONA A ICAL DRIVEWAY ENTRANCE p TYPE -G-AT � EXPANSION JOINT FUIA'CUT EXISTING CURB &GUTTER TO BE REMOVED -REPLACE STREET SURFACING "S NEEDED WITH CULVERT -T2-02 D i WAY FS 1 11 1 1 ST2-03 FLEX BASE EXISTING GRAVEL STREET COMPACTED CEMENT STABILIZED SAND OR FLEX BASE 6- o.-• o pa ..... 12 v, ---SEE BEDDING DETAIL FOR APPROPRIATE PPE TYPE UNDISTURBED SOIL -/VARIES OPEN CUT GRAVELSTREET UNDISTURBED SOIL VARIES OPEN CUT SEAL COAT/ 4-00TTFI OVERLAY SST ST4-01 RESIDENTIAL COLLECTOR i 1 SECTION SECTION *4� 8 t8 ' O28 -DAY CONCRETE r MIN. 6" HMAC 24 I j RE.C.E.W. STRENGTH= 3500 psi EXISTING ) HMAAC COAT% (TYPE C OR Dl-\\ DOWEL r5 ARS. 16" G.. COMPACTED CEMENT SAW CUT 18" INTO EXIST PVMT ). O " 0 C. STABILIZED SAND •-al EXISTING CONIC RE E 6" 1 STREET fFT. SAW CUT MON, 4" HMAC BASE OR 6•' CRUSHED COMPACTED CEMENT t2" LIMESTONE BASE. t9 X S' STABILIZED SAND REFER TO HMAC SPECIFICATION �►OMS'. 12- FOR LIFT AND COMPACTION •4 OF REOUREMENTS 5" SEE BEDDING DETAIL FOR; _ A APPROPRIATE PIPE TYPE UNDISTURBED SOIL VARIES OPEN CUT SEAL COAT/ 4-00TTFI OVERLAY SST ST4-01 NOTES:MEN Np i. fR��U�RAL S fTIQNSMu11V�L TOTROEW W! HIM G1TY LOT I•E 2. FOLLOW COM RURAL SPECSANCDT STADAROLS SEE BEDONG DETAIL FOR UNOIS URGED APPROPRIATE PPE TYPE VARIES OPE CUTI CONCRETE STREET ST4-02 II i6' UTILITY RESIDENTIAL COLLECTOR i 1 SECTION SECTION PAVEMENT 6- REINFORCED CONCRE' (SEE NOTE 1) WIDTH 24 30 RAW WIDTH 70 100 NOTES:MEN Np i. fR��U�RAL S fTIQNSMu11V�L TOTROEW W! HIM G1TY LOT I•E 2. FOLLOW COM RURAL SPECSANCDT STADAROLS SEE BEDONG DETAIL FOR UNOIS URGED APPROPRIATE PPE TYPE VARIES OPE CUTI CONCRETE STREET ST4-02 II i6' UTILITY VARIABLE 14' i 1 EASEMENT SEE 5'CONCRETE 6- REINFORCED CONCRE' (SEE NOTE 1) _ W � •4 BARS Q 18- O.C. MEASUREMENT Q � G to 2- HOT MIX STD 8188 z 4= ASPHALTIC •-al CONC. PVMT. 1 IIJ fFT. MON, 4" HMAC BASE OR 6•' CRUSHED 6"Com LIMESTONE BASE. t9 X S' �►OMS'. •4 OF NOTES: 1, ALL SUBGRAOES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2. FOR SU13MUMS WITH PI>15 AND X PASSING THE •200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. SIEVE >--35X. USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REOURED TO USE 5" HMAC 3. FOR SUBGRADES W17H PK 15 AND X PASSING THE •200 BASE OR 8- CRUSHED LIMESTONE BASE AND STABILIZED SIEVE C 35X. USE PORTLAND CEMENT STABILIZATION. SUBGRAOE IN ACCORDANCE WITH THE B/CS UNPEO DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. WILL BE DETERMINED BY THE ENGINEER. i" VARIABLE R -O -W (SEE NOTE 5) Q VARIABLE B/C TO B/C (SEE NOTE 5) Q ISEE 5' CONCRETE 2- HOT MIX ASPHALTIC STD. CURB & GUTTER SEE 4' CONCRETE I SIDEWALK DETAIL CONCRETE PAVEMENT ( SIDEWALK DETAIL 3xSaL MIN. 4" HMAC BASE LOT OF MEASUREMENT 2' OR 6" CRUSHED L - ESTONE 6- COMPACTED STABILIZED SUBGRAOE (98X STANDARD FOR ROADWAY EXCAVATION BASE t95x MOD. ASTM-Di557) ASTM 0-698 AT A MOISTURE CONTENT BETWEEN AND STABILIZATION (LOCAL STREETS) 0 AND -4X OF OPTIMUM. TYPICAL STREET SECTION A.SPHALTIC CONCRE7EPAti2N1&W ST4-04 k.L RURAL ROAD RIBBC NOTES= 1. REFER TO 8/CS UNIFIED DESIGN GUIDELINE MANUAL ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH, EASEMENT (SEE NOTE U x Q v d m G � v LOPE ICTE ST SUBGRADE ND ASTM D•698 AT RE ONTE IT BETWEEN 0 ANO NST J ECEION jI ST4-03 C ECTdR STREETS WILL BE REOURED TO USE 8" RE ORCEO CONCRETE (28 DAY STRENGTH -3500 PSI). SEE NOTE 1) t E NOTE 1) hOQ NOLITHC CURB SEE 4' CONCRETE - T JOINT SIDEWALK DETAIL 3x 6- 00MP TED STABILIZED SUBGRAOE t98X STANDARD AS 0-698 AT A MOISTURE CONTENT BETWEEN 0 *4 X OF OPTIMUM) EDIT SECTION R4TEMF 'T Fs - 1 v� z O En w VARIABLE VARIABLE E Q SEE 5'CONCRETE 6- REINFORCED CONCRE' SIDEWALK DETAIL (28 DAYSTRENGTH-3500 I LILT OF _� 2' •4 BARS Q 18- O.C. MEASUREMENT (MID SLAB) FOR ROADWAY EXCAVATION & STABILIZATION. EASEMENT (SEE NOTE U x Q v d m G � v LOPE ICTE ST SUBGRADE ND ASTM D•698 AT RE ONTE IT BETWEEN 0 ANO NST J ECEION jI ST4-03 C ECTdR STREETS WILL BE REOURED TO USE 8" RE ORCEO CONCRETE (28 DAY STRENGTH -3500 PSI). SEE NOTE 1) t E NOTE 1) hOQ NOLITHC CURB SEE 4' CONCRETE - T JOINT SIDEWALK DETAIL 3x 6- 00MP TED STABILIZED SUBGRAOE t98X STANDARD AS 0-698 AT A MOISTURE CONTENT BETWEEN 0 *4 X OF OPTIMUM) EDIT SECTION R4TEMF 'T Fs - 1 v� z O En w CITY OF Bim.N Tlie Good Life, Texas Scvle:' DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE 8 cr SHEET 1 OF 1 1 E r r •-al 1 rr CITY OF Bim.N Tlie Good Life, Texas Scvle:' DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE 8 cr SHEET 1 OF 1 CROSS SLOPE 22 to 42 I� 8' TYP NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REOUREO OUTSIDE OF THE SIDEWALK. CROSS SLOPE 22 MIN. CROSS SLOPE SIDEWALKi 2x MAX.. 1% MIN. f - C CL onS ® Y aper r Mt u yy line. 4 PER TAS STANDARDS SIDEWALK SLOPE REQUIREMENTS 4"x4"x3/16- STRUCTURAL STEEL TUBING ' O.C. O.C. MAXI D.C. O.C. s�t6 g "-4"x2"x3/16" STRUCTURAL STEEL TUBING STEEL TL& T�T� 1"xr'x3/16" STRUCTURAL STEEL TUBING SEE CONNECTION DETAIL 6- TYPICAL PEDESTRN Y�' DIA, B0" IIL GUARDRAIL C0NMCTI0NDETAIL SWI -01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMU.CHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REOUREO. 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 RAN NOTES: L SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS MED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FLASH. JOINTS TO 8E TOOLED r DEEP AT AN INTERVAL EOUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS O 40' O.C..CONTRACTION JOINTS O a' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY. INLET BOX, CURB. JUNCTION BOX, ETC.) WITH •3 x 12" BARS O 12" O.C. OR ■4 x 12" BARS O 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIA. COMPACTED TO A DENSITY AT LEAST 982 OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 tSTANOARD)AND SHALL BE 0-4X 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 '/4..R tCOATEQ W/HEAVY GREASE) SE) I� 4•• 4.. RECYCLED MATERIA..1/2- ByJTHICK AS MANUFACTURED 3" LONG METAL OR PLASTIC CAP. INSIDE BY JARUSSELL COLOR DIAMETER TO BE 1/*- GREATER' THAN APPROVED EQUAL DINER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2 -OF DOWEL AND HAVE STOP SO END OF CAP IS r FROM END OF BAR. SIDEWALK EXPANSION & CONSTRUCTION -TOINT SAWED OR FORMED. V8" TO 3/16" SEAL WITH EXPANSION JOINT MATERIAL. MN. 3/8" R T4.. t SIDEWALK CONTRACTION _TOINT MN S. -SWEEP ALL JOINTS ;CONC. MAX 24- SIDEWALK 3-V2" v ° 7 ° 4.. 7.5- 9 a 1 6- 1 V MAX. SAND LAYING COURSE T AFFICTRRAATEo PAVER MATERIAL SIDEWALK PAVER SECTION 3'-0- MN. �5'-0.. �- 22 VARIES- MAX. I TI Tf SEE NOTE 4 13 BARS O 12" O.C.E.W. OR 28 -DAY CONCRETE 14 BARS O 18" O.C.E.W. STRENGTH = 3000 psi (4" THICK MIN.) ** VARIES T 4' SEE FINISH NOTE ALONG LOCAL STREETS 1 �MIN. 6'-0" VARIES-� +c- 22 MAX. 1 ' SEE NOTE 4 •3 BARS O 12- O.C.E.W. OR 28 -DAY CONCRETE 14 BARS O 18- O.C.E.W. STRENGTH = 3OD0 psi (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER T TOFU, TED 8'-0- NARES-� PAVER MATERIA. ; .�- 22 7MAX. ; SEE NOTE 4 SEE NOTE 3 28 -DAY CONCRETE •3 BARS O 12" O.C.E.W. OR STRENGTH = 3000 psi 14 BARS O IB- O.C.E.W. (4" THICK NMN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER CONCRETE SIDEWALK SW1-02 r_r `- 19" 6. , rr TI Tf ■ 1 : ** VARIES T 4' "" VARES +� T 4' 1 VARIESNEENAN CRATE BOLTED i GREEN SPACE y _ IN PLACE OR APPROVEO EQUAL 3' ) y y . s !' a a - • •.fYw t: Ira • s . a SIDEWALK . • .. D •a s'a' V//A "' %%A a' s. SIDEWALK a . s. .�" �a. ..•a *s `t'i; BARS OETECTABLE �WARHIG `l * P ` \ .1: DETECTABLE W I fir" VARIES PROPERTY LINE �X PROPERTY LINE___ Xz _ \ ?! ?J MAY ONLY BE ALLOWED WITH PRIOR APPROVAL \ h y y 'P \ jj e • • FROM THE CITY ENGINEER NO WHERE THERE 15 NO STORM SEWER SYSTEMTHER ** 23't1O' CURB I05 RAO) ?� V \ e a ; ^ ; y 21.5' t2O' CURB RAOSIS) ° AVAILABLE. s - • 15.5' 1125' CURB RADIUS) •a. . S CROSS SLOPE NOT TO EXCEED x H: I 2X OR BE LESS THAN 1X ON ANY W POFAIION OF RAP OR TRANSITION \ ; _ CURB R 5JS_ **1.5. 20l \ 2 !K IRB TO STREET D6.5•t2WCORAOIUSI = ` a y 'i- CROSS SLOPE NOT TO EXt2 E0 I s •. > . .. •a y 2X OR BE LESS THAN 1X ON ANY PORTION OF RAMP OR TRANSITION - • - . • - ` " • • TO STREET ''�•_ Isometric view 5'/6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE TRENCH GRATE SW3-02 RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION SW3-00 SW3-01 *CROSS SLOPE NOT TO EXCEED 22 OR 8E LESS THAN ANY *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED PORTION OF RAMP OR TRANSITION / TO STREET 22 OR BE LESS THAN V. ON ANY PORTION OF RAMP OR TRANSITION TO STREET 2Y. OR BE LESS THAN 12 ON ANY PORTION OF RAMP OR TRANSITION / / TO STREET14:1 It oi� tiop op 450 N• y � � � Y PROI:RTY L DETECTABLE EpINERTY / � PROF RT i J J N DETECTABLE ARNING �U�rDDEE / DETECTABLE WARNING SIDEWALK N y 8' y y/ SURFACE SURFACE y RAMP *6' SIDEWALK OPE Z a.:. 5'SIDEWALK _ 1:12 - t/ SLOPE 3' EXPANSION JT. 3' SMOO DOWT. BAR. EL BAR. EXPANSION JT. >4 BACK SMOOTH DOWEL BAR. V2" OA X16-. WITH BACK CAP O 12" O.C. V2- OIL X 16". WITH CAP O 12" O.C. OF CURB 132" DIA. CAP O 12" O.C. OF CURB 6'�• GREASE) (COATED W/HEAVY OF CURB WWI' GREASE) 6' tCOATEO W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET IN`ITERSECTION & DRIVES SW3-03 SW3-04 SW3-05 DETECTABLE WARNING SURFACE 4" MAX. AND USUAL �- 6- MIN, \..- FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE $.0 Landrmg a z'8 r4- Max 1 and Usual N Ne warraq surfoce to run parallel to 3n travel) "' 6" min Foce of V' Max curb TYPICAL PLACEMENT OF DETECTABLE ARMING SURFACE ON SLOPING RAMP Ri SW2-01 5' o LJ foo a. '6 n 0 of N Foce of (TYPICAL) a 4' RAMP WIDTH E (TYPICAL)T,Curb (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WL\ GS GENERAL NOTES FOR DETECTABLE WARNINGS 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE 1 CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECT 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES. INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE. UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2.OETECTABLE WARNING SURFACES MUST BE SLP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. 4. SHADED AREAS ON SHEETS 3 AND 4 WMATE THE APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24-11 DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. AND EXTEND FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. & DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT ' EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6- AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE CORNER RADIUS. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE. PRECAST POLYMER CONCRETE. AND CONCRETE. i l l 4L0 0 0 0 J1 -r 10000� r DETECTABLE, WAANWVG PAVER �tV 1. ALL SLOPE! STILL DRAIN OF APPROA 2. LAND940S S DIRECTION. 3. MAEUVERN 4'X 4• WHO THE PARALL 4. MAXIMUM AL 5. CURB RAMPP, WOULD NOT SURFACE IS APPROACH 1 6. ADDITIONAL AMID TEXTtlF STANDARDS 7. TO SERVE i OF 5' WIDE. OVER OR TI & CROSSWALK AS SHOWN I MARKINGS A CROSSWALK! 9. EXISTING FE OTHERWISE 10. HANDRAILS ON ACCESSI 11. SEPARATE C ELEMENTS N BY THE ENE 12. PROVIDE A 13. FLARE SLOB C Toll LWWO9 o� Oetectoble warr r''gy�pp paver with truncoled 4" Mox dome swfoce ASPAIXL and Used A SIDE FLARE' ITypicalTe (TYP) - e Face of curb TRUNCATED DOME PATTERN No. 3 18- tM CURS RAMP BOTH DETECTABLE WARNING PAVER 0 AT AS :ORE ES THAT IN ON TI NOT, REC PEDESTRIAN FACILITIES GENERAL NOTES ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL OLE BE USED. ADJUST CURB RAMP LENGTH OR GRADE AS C IRECTED. 5'h INIMM WITH A MAXIMUM 22 SLOPE IN ANY HE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF WITHIN THE CROSSWALK AND WHOLLY OUTSIDE ! TVEL PATH. iS OPE ON SIDEWALK AND CURB RAMP IS 22. ED CURBS MAY BE USED ONLY WHERE PEDESTRIANS ILK ACROSS THE RAMP. EITHER BECAUSE THE ADJACENT OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE LY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. N CURB RAMP LOCATION. DESIGN. LIGHT RELECTIVE VALUE JND !r THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY rAC 66.102. Of REFUGE AREA, THE KOM SHOULD BE A MINIMUM LD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE ROSS ALK MARKINGS AND STOP BAR LOCATIONS SHALL BE THE PLANS. AT INTERSECTIONS WHERE CROSSWALK E0. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL TED BY THE ENGINEER. COMFY WITH TAS MAY REMAIN IN PLACE UNLESS I ED ION CURB RAMPS. PROVIDE CURB RAPS WHEREVER )SSES (PENETRATES) A CURB. LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER OR BOARD JOINT OF 3/4- UNLESS OTHERWISE DIRECTED OTiON� WHERE THE CURB RAMPS CONNECT TO THE STREET. EXCEED IO2 MEASURED ALONG CURB LINE. 'CTALE WARNING PAVER UNITS MEETING ALL 5 OF ASTM C-936. C-33. LAY IN A TWO BY TWO WEAVE PATTERN OR AS DIRECTED. !E UNITS FIRST FOLLOWED BY CLOSURE UMTS IF AT LEAST 25 PERCENT OF A FULL UNIT. CUT WARNING PAVER (UNITS USING A POWER SAW. I REBAR AROUND PAVER INSET OETECTABLE WARNHNG PAVER WITH TRUNCATED DOME St1FPACE T' MORTAR BED - SHALL CONFORM TO I APPLICAB.E SPECIFICATIONS CONTROL JOINT PERMISSIBLE �'� MIN. 4- CLASS HTIotEORMoAPPLICABLESPECIFICATIONS LANDING �4:QaiT4viCMi440: DETECTABLE WARNING SURFACE 4" MAX. AND USUAL �- 6- MIN, \..- FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE $.0 Landrmg a z'8 r4- Max 1 and Usual N Ne warraq surfoce to run parallel to 3n travel) "' 6" min Foce of V' Max curb TYPICAL PLACEMENT OF DETECTABLE ARMING SURFACE ON SLOPING RAMP Ri SW2-01 5' o LJ foo a. '6 n 0 of N Foce of (TYPICAL) a 4' RAMP WIDTH E (TYPICAL)T,Curb (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WL\ GS GENERAL NOTES FOR DETECTABLE WARNINGS 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE 1 CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECT 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES. INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE. UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2.OETECTABLE WARNING SURFACES MUST BE SLP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. 4. SHADED AREAS ON SHEETS 3 AND 4 WMATE THE APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24-11 DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. AND EXTEND FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. & DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT ' EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6- AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE CORNER RADIUS. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE. PRECAST POLYMER CONCRETE. AND CONCRETE. i l l 4L0 0 0 0 J1 -r 10000� r DETECTABLE, WAANWVG PAVER �tV 1. ALL SLOPE! STILL DRAIN OF APPROA 2. LAND940S S DIRECTION. 3. MAEUVERN 4'X 4• WHO THE PARALL 4. MAXIMUM AL 5. CURB RAMPP, WOULD NOT SURFACE IS APPROACH 1 6. ADDITIONAL AMID TEXTtlF STANDARDS 7. TO SERVE i OF 5' WIDE. OVER OR TI & CROSSWALK AS SHOWN I MARKINGS A CROSSWALK! 9. EXISTING FE OTHERWISE 10. HANDRAILS ON ACCESSI 11. SEPARATE C ELEMENTS N BY THE ENE 12. PROVIDE A 13. FLARE SLOB C Toll LWWO9 o� Oetectoble warr r''gy�pp paver with truncoled 4" Mox dome swfoce ASPAIXL and Used A SIDE FLARE' ITypicalTe (TYP) - e Face of curb TRUNCATED DOME PATTERN No. 3 18- tM CURS RAMP BOTH DETECTABLE WARNING PAVER 0 AT AS :ORE ES THAT IN ON TI NOT, REC PEDESTRIAN FACILITIES GENERAL NOTES ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL OLE BE USED. ADJUST CURB RAMP LENGTH OR GRADE AS C IRECTED. 5'h INIMM WITH A MAXIMUM 22 SLOPE IN ANY HE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF WITHIN THE CROSSWALK AND WHOLLY OUTSIDE ! TVEL PATH. iS OPE ON SIDEWALK AND CURB RAMP IS 22. ED CURBS MAY BE USED ONLY WHERE PEDESTRIANS ILK ACROSS THE RAMP. EITHER BECAUSE THE ADJACENT OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE LY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. N CURB RAMP LOCATION. DESIGN. LIGHT RELECTIVE VALUE JND !r THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY rAC 66.102. Of REFUGE AREA, THE KOM SHOULD BE A MINIMUM LD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE ROSS ALK MARKINGS AND STOP BAR LOCATIONS SHALL BE THE PLANS. AT INTERSECTIONS WHERE CROSSWALK E0. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL TED BY THE ENGINEER. COMFY WITH TAS MAY REMAIN IN PLACE UNLESS I ED ION CURB RAMPS. PROVIDE CURB RAPS WHEREVER )SSES (PENETRATES) A CURB. LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER OR BOARD JOINT OF 3/4- UNLESS OTHERWISE DIRECTED OTiON� WHERE THE CURB RAMPS CONNECT TO THE STREET. EXCEED IO2 MEASURED ALONG CURB LINE. 'CTALE WARNING PAVER UNITS MEETING ALL 5 OF ASTM C-936. C-33. LAY IN A TWO BY TWO WEAVE PATTERN OR AS DIRECTED. !E UNITS FIRST FOLLOWED BY CLOSURE UMTS IF AT LEAST 25 PERCENT OF A FULL UNIT. CUT WARNING PAVER (UNITS USING A POWER SAW. I REBAR AROUND PAVER INSET OETECTABLE WARNHNG PAVER WITH TRUNCATED DOME St1FPACE T' MORTAR BED - SHALL CONFORM TO I APPLICAB.E SPECIFICATIONS CONTROL JOINT PERMISSIBLE �'� MIN. 4- CLASS HTIotEORMoAPPLICABLESPECIFICATIONS CITY OF BRYAN 17ic Good I.ifc, '!'caws S41c.- DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: a %w SHEET 1 OF 1 1 1 CITY OF BRYAN 17ic Good I.ifc, '!'caws S41c.- DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: a %w SHEET 1 OF 1 THICKNESS AS DESIGNATED ON PLANS OR AS DESIGNATED ON PLANS *3 BMS a 181, O.C.E.W. HEIGHT VARIES MON. IV OTO WALL TO BE CONSTRUCTED MATCH E ELEV, WEEP HOLE 113 HEIGHT AT BEGINNING & END OF CONCRETE 12'XI2" . DITCH CHANNEL & RIP -RAP SECTIONS. 5- s., 5',., 5- 5- 2-0 10 VARIES CLOTH 1/GALVHS . 4" MESH H/3 W/GRANULAR MATERIAL 4�3 WHEN H OR MORE rL U T, F, P H01, E DETAIL, 128 -DAY CONCRETE STRENGTH- 3000 psi CONCRETE CHANNEL LINING I D2-00 'MACHINED 13EARNG SURFACE 2- 0.0. - r -o" �g•• TYP. MON. w-cr I . & MON. MINIMUM WIDTH DRAINAGE EASEMENT 1 2 *1 r MAX. 1-1/2 PML Szp I COVER SECTION PICKHOLEDETALL — — — — — — — NSTRUCTEO TYPICAL LINED CHANNEL SECHOAT 6-TYP. r DITCH CHANNEL EXTENSION J 1313 13 too o, At_ 000 Ro CURB LINE WHEN RECESSED INLET CONCRETE xr-O" 6' t3 RADIUS + i - W__4� _JA ... �13 Hoo 0 goo 0, GLITTER L0 WEEP HOLE 2'-0" 4'-0- 6 128 -DAY CONCRETE STRENGTH• 3000 psi MANHOLE RING AND COVER O.D. - 6, F 2'-0' MIN. 2**5 s0uARE I 28 -DAY CONCRETE 6- 24, WARP PAVEMENT SURFACE TO THROAT OF INLET-/ SEE 02-04 L SEE 01-05 cr_ STRENGTH -3000 PLAN F2=-04-1 EXPANSION JOINTS AT 60' D.C. PIAN TIIE IV 128-OAV CONCRETE STRENGTH 14 BARS t2" O.C.E.W. 0.0. - v* MIN. SIDE WALLS V TOP & "4 BARS. 6" 0 C E.W STD. CAST IRON MANHOLE COVER TOP OF CURB TOP SLABAND FRAME BOTTOM SLAB r— — — — — - SEGIZ0,1VA-A EXTENSION NORMAL GUTTER LINE A DEPRESSED GUTTER LINE iir_i ii*4 76- OARS &, O.C.E.W..-. 15- SIDE WALLS TYP. INVERT VERT SHAPING TOP & BOTTOM SLAB CONCRETE FILL A -<-J BARS 12' O.C.E.W. SECTIQNA-A SIDE WALLS & BOTTOM SLAB ELEMYON SINGLE GRATE INLET SINGLE RECESSED CURB INLET & CURB INLET SION _ D -0F I DI -00 28 -DAY CONCRETE STRENGTH= 3000 psi! A I 3/4' ............. U. -2 - ����D��D�����OD�DVA At A ---- VIEWA-A L AL FEDyy_JA BEMUSE 4-4 BARS 28 -DAY CONCRETE DIAGONAL STRENGTH - 3OW (2) 3f4' DIA HOLES LINE FOR RE.ROD STD. CAST VION MANHOLE COVER ME FR AME IN STREETS 28 -DAY PLAN IV 3/4" SQUARE t3w, CIA.) CONCRETE STRENGTH 3000 1 A -*J �CROSSSEMON PLAN O.D. • 6' MIN. PLAN MINIMUM DISTANCE BETWEEN TWO PIPES W TO 36" - 12- APART — 1/2' FLAT FACED GOTHIC CITY TITLE CNTT or a"" A POLLIO 0"II"S To -4 BARS 12- O.C.E. 6' TOP BOTTOM SLAB. A- 14 BARS 12" 48" OR - 118" APART •04 BARS &I O.C.E.W. LARGER . . . SIDE SIDE WALLS SIDE WALLS 0.0.- V MIN. TOP & BOTTOM SL SIDE WALLS no RVERS LARGE MOUTH BASS L 6" TOP A I BOTTOM W t-6- TOP O.D. 6- VARIES S i 314- FLAT FA LNSGOTHIC 7 EACH SIDE 3- MON. 6- SIDE WALLS BOTTOM 4 E TE100 *4 BARS 6' O.C.E.W. .4 O.C.E.W. L SLAB - - - - - - - - — 41 COLLECE STAT A COTT OF 1 A TOP & BOTTOM SLA SECTIO.INIASLAB6" BARS 6" SIDE WALLS TOP & BOTTOM SLAB 4 �- 6- SIDE WAS SECHONA-A 0.11115 TO POLLUTE .. No ea tom VERMS SEMONA-A L—V2-- FLAT FACED GOT WEE vr/APPRC STORM SEWER DOUBLE BARREL INLET TROUT LOGO JUNCTION BOX GRATE U1, INIE T PLATE MD1-021 I D1_03 i FD_ 1-04 I D1-05 THICKNESS AS DESIGNATED ON PLANS OR AS DESIGNATED ON PLANS *3 BMS a 181, O.C.E.W. HEIGHT VARIES MON. IV OTO WALL TO BE CONSTRUCTED MATCH E ELEV, WEEP HOLE 113 HEIGHT AT BEGINNING & END OF CONCRETE 12'XI2" . DITCH CHANNEL & RIP -RAP SECTIONS. 5- s., 5',., 5- 5- 2-0 10 VARIES CLOTH 1/GALVHS . 4" MESH H/3 W/GRANULAR MATERIAL 4�3 WHEN H OR MORE rL U T, F, P H01, E DETAIL, 128 -DAY CONCRETE STRENGTH- 3000 psi CONCRETE CHANNEL LINING I D2-00 'MACHINED 13EARNG SURFACE 2- 1-318" 2.114" - � I F_ 7/115" r I . & MON. MINIMUM WIDTH DRAINAGE EASEMENT 1 2 *1 r MAX. 1-1/2 PML Szp I COVER SECTION PICKHOLEDETALL MAXIMUM SLOPE 4 NSTRUCTEO TYPICAL LINED CHANNEL SECHOAT BLOCK SW 0? EWMASIT A%8!'OD-lEtCH STANDARD CHANNEL SECTION r DITCH CHANNEL D2-02 SECTIONS. C) *3 BARS 0 12" O.C.E.W. COVER FACE CO VFJ? FACE 2•A 4 IS" TOE DOWN (ALSO AT FLUME ENDS) J6 - L0 WEEP HOLE 2'-0" 4'-0- COT)MBACK 128 -DAY CONCRETE STRENGTH• 3000 psi MANHOLE RING AND COVER STANDARD FLUME SECTION cr_ F2=-04-1 EXPANSION JOINTS AT 60' D.C. 6" (TYP.) -3 -V' BARS -19- IPER SLOCK-1 --f DISM PA TOR BL 0 CK L 0 CA 7 YON PROVIDE RIP -RAP ROCK (MEN. 20 I.B. PIECES) 5S AS — ON PLANS *3 BARS OR AS DIESIG ON PLAIIN MATCH FL E E 7 18" TO 36- AS DESIGNATED ON PLANS 6" 5' I TE, 20C MIN. IV TOE WAIL To C,: FRMP-�RAP NSTRUCTEO AT BEGW41MNG I END OF CONCRETE DITCH CHANNEL OP. SECTIONS. C) 5' - 12-XI2- GALV. HWD. CLOTH 1/4" MESH W/GRANULAR MATERIAL 2"0 rH-H/3 WHEN -COR MORE 28 -DAY CONCRETE STRENGTH - 3000 Psi THICKNE S AS �— ,SAA DESIGNATED )N PLANS 13 BARS 0 18" O.C.E.W. iy WALK OR AS DESIGNATED ON PLANS .�„ 8"� HEIGHT Ip/2 VARIES MATCH IL ELEV. 28-0 AY COiaRTE STRENGTH w3000 Psi NOTEt - TOE WALL TO BE CONSTRUCTED 18" TO 36" ASU 18AT BEGINNING IrEND OF CONCRETE DESIGNATED ON PLANS L DITCH LINING & RIP -RAP SECTIONS CONCRETE SIDE SLOP PROTECTION 1 17- 11 ill! FD -2--03 Amp • A :-z 000 (iw 12- 6' T-6" - 6" 30$ :2A -4 BARS 12" O.C.E.W. V WALLS. BOTTOM SLAB & TOE ,ST'C'1Y0NA-A PLAN 128 -DAY CONCRETE STRENGTH= 3000 psi. MINAIUM DISTANCE BETWEEN TWO PIPES Ir TO 36" - 12" APART 48" OR LARGER - 18' APART TYPICAL CONCRETE HEADWALL & END WALL WITH WINGS im IIIll=imiii; 4-181111IS G \_,m 8 ERIONTELEVAHON ■nom Cl 11 IN I All grog A BOOM vi -v: ia ss ------ ------ - PLAN VIEW GENERAL NOTES: ALL EVOSED CORNERS SHALL BE OUAFM 314". REINFORCING STEEL SMALL BE PLAMD KITH TIC CENTER OF THE OUTSIDE LAVER OF BARS r FROM THE SURFACE OF THE CIDIOMIE. TOTAL OUAIITITIES INCLUDE ONE 20 OWTR LAP FOR ILL M OVER W -O"111 LENGTH. KWMM STEEL FOR ONE HE��ALL BARS C 1BARSOi-Ox ."Jr. %mv- D3-00 CONCRETE HEAD SELECT MATERIAL MATERIAL 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 MINIMUM OF 90Z OF MAXIMUM DENSITY AS DETERMINED BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO -4Z OF OPTIMUM UNDER NON-STRUCTURAL PIP AREAS tie ... YARDS. PASTURES. EASEMENTS) AND TO A — MINIMUM OF 98Z OF MAXIMUM DENSITY AS DETERMINED (4 - BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTS" TO -4X OF OPTIMUM UNDER FUTURE STREET AREAS. PE MUST DESIGN TRENCH DETAIL SITE SPECIFIC FOR HOPE PIPE. HOPE PIPE 6 NOT TO BE THE TRENCH 9 USED UNDER PUBLIC STREET GRADED SO AS T1 PAVEMENT AND CONTINUOUS CEMENT STABILIZED SAND AS PIPE BARREL BET A MfO" WILL ALWAYS BE REOUIREO. BEDDING AND r S IRS A-//rAl L BARS ME TV PROVIDE A Or FOOTING AS SHOOK IIHERE REOUIIIED TO MOINIAN 4" WOOL COVEIt PIPES. COHINTE FOOTIC SFOR HALL BE ADDED OF OR TOTAL OU11111i SIM SIDE ELE VA 77ON BM V_ ems-wy � BASIS K -A: SECHONA-A /N-FIIOVIDE II1P-RAP Ilm ML 20 It PIECEM R 2 PIPES r D3 -0I 2" MIN. 'I COMPACTED CEMENT STABILIZED SANO. I -V2 SACK/CY OkIGMLL ONLY). SPADE BY LIFTS INTO PLACE. TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM I L MOISTURE 00. A Cue.. 1 8" MIK/12" MAX. FOR REINFOR PIPE WE CITY OF BRYAN The Good Lift, TCAWS SUIC * DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: 10 SHEET 1 OF 1 0111r_ I " 6 HEIGHT C) VARIES L0 WEEP HOLE 1/3 HEIGHT cr_ - 12-XI2- GALV. HWD. CLOTH 1/4" MESH W/GRANULAR MATERIAL 2"0 rH-H/3 WHEN -COR MORE 28 -DAY CONCRETE STRENGTH - 3000 Psi THICKNE S AS �— ,SAA DESIGNATED )N PLANS 13 BARS 0 18" O.C.E.W. iy WALK OR AS DESIGNATED ON PLANS .�„ 8"� HEIGHT Ip/2 VARIES MATCH IL ELEV. 28-0 AY COiaRTE STRENGTH w3000 Psi NOTEt - TOE WALL TO BE CONSTRUCTED 18" TO 36" ASU 18AT BEGINNING IrEND OF CONCRETE DESIGNATED ON PLANS L DITCH LINING & RIP -RAP SECTIONS CONCRETE SIDE SLOP PROTECTION 1 17- 11 ill! FD -2--03 Amp • A :-z 000 (iw 12- 6' T-6" - 6" 30$ :2A -4 BARS 12" O.C.E.W. V WALLS. BOTTOM SLAB & TOE ,ST'C'1Y0NA-A PLAN 128 -DAY CONCRETE STRENGTH= 3000 psi. MINAIUM DISTANCE BETWEEN TWO PIPES Ir TO 36" - 12" APART 48" OR LARGER - 18' APART TYPICAL CONCRETE HEADWALL & END WALL WITH WINGS im IIIll=imiii; 4-181111IS G \_,m 8 ERIONTELEVAHON ■nom Cl 11 IN I All grog A BOOM vi -v: ia ss ------ ------ - PLAN VIEW GENERAL NOTES: ALL EVOSED CORNERS SHALL BE OUAFM 314". REINFORCING STEEL SMALL BE PLAMD KITH TIC CENTER OF THE OUTSIDE LAVER OF BARS r FROM THE SURFACE OF THE CIDIOMIE. TOTAL OUAIITITIES INCLUDE ONE 20 OWTR LAP FOR ILL M OVER W -O"111 LENGTH. KWMM STEEL FOR ONE HE��ALL BARS C 1BARSOi-Ox ."Jr. %mv- D3-00 CONCRETE HEAD SELECT MATERIAL MATERIAL 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 MINIMUM OF 90Z OF MAXIMUM DENSITY AS DETERMINED BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO -4Z OF OPTIMUM UNDER NON-STRUCTURAL PIP AREAS tie ... YARDS. PASTURES. EASEMENTS) AND TO A — MINIMUM OF 98Z OF MAXIMUM DENSITY AS DETERMINED (4 - BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTS" TO -4X OF OPTIMUM UNDER FUTURE STREET AREAS. PE MUST DESIGN TRENCH DETAIL SITE SPECIFIC FOR HOPE PIPE. HOPE PIPE 6 NOT TO BE THE TRENCH 9 USED UNDER PUBLIC STREET GRADED SO AS T1 PAVEMENT AND CONTINUOUS CEMENT STABILIZED SAND AS PIPE BARREL BET A MfO" WILL ALWAYS BE REOUIREO. BEDDING AND r S IRS A-//rAl L BARS ME TV PROVIDE A Or FOOTING AS SHOOK IIHERE REOUIIIED TO MOINIAN 4" WOOL COVEIt PIPES. COHINTE FOOTIC SFOR HALL BE ADDED OF OR TOTAL OU11111i SIM SIDE ELE VA 77ON BM V_ ems-wy � BASIS K -A: SECHONA-A /N-FIIOVIDE II1P-RAP Ilm ML 20 It PIECEM R 2 PIPES r D3 -0I 2" MIN. 'I COMPACTED CEMENT STABILIZED SANO. I -V2 SACK/CY OkIGMLL ONLY). SPADE BY LIFTS INTO PLACE. TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM I L MOISTURE 00. A Cue.. 1 8" MIK/12" MAX. FOR REINFOR PIPE WE CITY OF BRYAN The Good Lift, TCAWS SUIC * DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: 10 SHEET 1 OF 1 SAND NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN ANO/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAININLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. STORM DAN SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. NOTE. HAY BALES ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. ` . t00• g0 METAL T -POST — REO'D. TO MAINTAIN. MAY BALE m m w m W EROSION CONTROL ALONG DITCH METAL T•POST -i AS REO'D. TO MAINTAIN. SPACED W MART SILT FENCE AND/OR HAY BALES TO BE USED N AREAS OF DRAINAGE FLOW. NATURAL GROUND-? 4"X4" MN. AL T -POST D. TO MAINT 10 SWPPI-01 - 2"X4" WERE MESH FASTENED TO T -POST — SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST 6 WERE MESH 8- OF FILTER FABRIC TO EXTEND INTO A TRENCH AND E ANCHORED WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALim FENCE ALONG SLOPE CONTOURS. _-..•t,AN OF FLOW 4 - SILT FENCE ASSEAlL'LY SWPPI-03 CON SILT CONTROL IWPPI-02 GE LNOTES: MINIMUM 12' SHALL BE FULL j ALL AREAS,r7ODR WIDTH OF SITE ENTRANCE SOY 6" MIN. DEPTH STOREVARIES— HAVE BEEND'BY NSrRUCTION SHALL E ADEQUATELY (ASTM D448. 3" T 5" DIAMETER) OVER0• I tp0' GROWTH ISBI IN DEVELOPED AREAS WHERE GRASS t0 BLOCK SC GEOTEXTILE FABRIC BE REQUIRED. BARED AREAS SHALL IDED OR OED WITH SAME SQUARE LAST DIST i FOOTAGE. TRO MEASURES MUST E INSTALLED DURING TI' ENTIRE TE THAT EARTH HAS BEEN BARED BY CONSTRUCT 19 p m Z-- 1' E ISTIN G S VEGETATIVE REET - AFTER CONSTRUCTION IS COMPLETE THENI D BY CONTRACTOR. ALL EROS i MEASURES NOTE: SILT AFTER VERY RAP 6" MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT F, ION TRAFFIC CONSTRUCTPUBL GE TEX G O ILE FROM TRACKING MUD ONTO ABR ADJ CENT C ST EETS. SWPPI-01 - 2"X4" WERE MESH FASTENED TO T -POST — SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST 6 WERE MESH 8- OF FILTER FABRIC TO EXTEND INTO A TRENCH AND E ANCHORED WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALim FENCE ALONG SLOPE CONTOURS. _-..•t,AN OF FLOW 4 - SILT FENCE ASSEAlL'LY SWPPI-03 CON SILT CONTROL IWPPI-02 GE LNOTES: ALL AREAS,r7ODR EE TING VEGETATION AND GRASS COVER HAVE BEEND'BY NSrRUCTION SHALL E ADEQUATELY BLOCK SO I LCHED AND WATERED UNTIL GROWTH ISBI IN DEVELOPED AREAS WHERE GRASS IS PESEMT BLOCK SC WILL BE REQUIRED. BARED AREAS SHALL IDED OR OED WITHIN 14 CALENDAR DAYS OF LAST DIST APPROVED- TRO MEASURES MUST E INSTALLED DURING TI' ENTIRE TE THAT EARTH HAS BEEN BARED BY CONSTRUCT AND IILL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTHS ESTA3L&ED AFTER CONSTRUCTION IS COMPLETE THENI D BY CONTRACTOR. ALL EROS I ID CON TRM MEASURES SHOULD E CLEANED OF SILT AFTER VERY RAP 4. F: OM CTTY OF BRYAN The Good Life, 7imas Style." DRAWN BY: C.L.M. DATE' 01-01-09 SCALE: N T S APPROVED: W. P. K. a %V 1p, 1p SHEET 1 OF 1 .� NOTE= EE GENERAL NOTES: '. 24` X 24` X 6` L ON YE WHEN OP OF GATE VALVE USED1. SHALL BE PFINIELY PLLACED BY HiD EARTH ND AND CCOMPROC�ACtTED pU jDOTHE CAST IRON PIPE 28 -DAY CONCRETE IS DEEPER THAN 5 FEET FROM TO A DEPTH OF 12` OVER THE TOP OF THE PPE BEFORE BACKFILL IS BEGUN STANDARD FIE HYDRAI STRENGTH . 200p pgi FINISHED GRADE. By ANY MECHANICAL EQUIPMENT, GATE VALVE 01�'j - WTIH -4 BAR AROUND 2. ALL VALVE OPERATING NUT W/VA-VEX ALL VALVE BOX. EXTENSIONS ARE TO @E MADE 2• ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH - 2000psi. WATER LINE o OF STEEL SIZED AS NOTED 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF AS REOUNRE + AND PANTED WITH TWO (�t) EXTENSIONS SHALL BE A MINBEARING AREA OF CONCRETE ON UNDISTURBED SOL, OR AS DIRECTED BY TA COATS OF METAL PAINT. TEE OR PPING $I,EgyE COPPERHEAD SNatEP►r TEST itE ENGINEER. STATION (LIGHT DUTY) OR &VALVE AS REQUIED 3. MINIMUM APPROVED EQUAL OF ONE (1) FOOT LONG. MIN 4- WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS REACHED 7 DAY STRENGTH, AS VITWA -A 4• VALVE BOX LIDS LOCATED ON VANES T 5. ALL PPE WILL BE LAID SO AS THE ENTIRE BARBELL WILL HAVE FULL �REOUREO SUPPRESSION LIES FROM PUBLIC BEARING ON THE FOE GRADED TRENCH BOTTOM. BELL HOLES SHALL � BE CUT FOR EACH BELL AND FIRE HYDRANT. USA. LL562 LOCKABLE LID.. WATER LINES SHALL E D 6. ALL FITTING SHALL BE MECHAICL JOINTS UNLESS OTHERWISE DIRECTED. 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM ANCHOR 900 BE THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. STANDARD FIRE HYDRANT GATE VA�YE COPPERHEAD SNAUTY) TEST VALVE BOX PER SPECS WITH BOX VALVE BOX PER SPECS. W/VALVE BO% j STATOR (LIGHT DUTY) tM EXT-,7ENSION AS NEEDED FN15FE0DEj 2- SQUIRE AWHiA NUT A A STANDARD FIRE HYDRAN119 APPROVED EQUAL 3 CENTERING COLLAR. + zj TERMINATE 4• TO S FROM TOP OF BOX, A 6- A 2- SQUAB AWWA NUT AS READ ARIES-- -j -BURY LIE EXTENSION WITHFIRE HYDRANT LOCATION CENTERING COLLAR, REALIGN AS NEEDED TERMINATE 4• TO 5' r FROM TOP OF BOX. 6' STD. 6" DJ. OR 0909 PPE _ 6" MJ ANCHOR STO- GATE VANE TIpiM GATE SV8XIS PRETSSURE PIE STEEL BOLTS CO TE ( LOUPING BL LKONG PEA GRAVEL -FILL - ' TO 1FT.ASOVE 24` X 24` X 6` 14 go. INSULATED ;.O WEEP HOLE i ; i 28 -OA. CONCRETE COPPER TRACER PVC OR D.I. PPE STRENGTH .2000 psi WIRE W/ALL SPK3:5 HRUS BLOCK 1D D� WITH 4 BAR AROUND MADE tJSNIG ALL VANE BOX. APPROVED WATER TEE OR TAPPING �' • - TIGHT CONNECTORS SLEEVE & VANE\--KCHANCAL JOINTS : I BLOCK USING 12-02-x4" o BLOCK AS DIRECTED. AS REQUIRED WITH SET SCREW T CONCRETE EQ DIMENSION ON BAG O. ORTMEGGA GLANDS M, WA -A EQUAL TO DINE BAG of 6" X 12- GRADELOK SACKRETE BLOCK AS DIRECTED W"AfE `TIT FMAN GRAQE) GATE VALVE & BOX OPTIONAL W1 -0o STANDARD FIRE HYDRANT ASSEMBLY W1-02 2" SQUARE x 2" HIGH STATIONMLAIDGIiT OU PIIT TEST COAT ILIO WITH OPERATING NUT APPROVED EQUA ERE i TOERECFN►CAIL SELTAIQN�)Q9 03 12 P E ENAMEL PAINT C SAKE FO NrtE ihsTAL T $ATR fL�K.1iT CU Y"T Si MIN. T - \ GROUND LEVEL APPROVED EQUAL VALVE OPERATING NUT EXTENSION METAL DETECTOR TAPE ,,, ,, „��„ METAL DETECTOR TAPE T• � B�ggTgE� BOXtSTo.) PLATE w/ 90 -CUT-OUT LOECTRiCAT REIRCONNBURIAL EC 1" OIA STEEL ROD TRACING WIRE SQUARE SOCKET 14go SOLID COPPE 2- DIA INSIDE 21/4" DEPTH TWO 3/8" SET SCREWS ON (1/8- MIN WALL EITHER SDE TO LOCK THE TYPICAL UTILITY PIPE THICKNESS) OPERATING NUT. SCREWS ARE TO TYPICAL UTILITY PPE E FLUSH WITH OUST ESD? EDGE OF BOTTOM •K pTTRR�AEECE IRI,, WIAREEpMUST BE INSTALLED SAD END' OLLT BE TAPE TC TI PPE AT GATE VALVE EXTENSION 10'NTERVALs. T6 FACER WIRE SHALL EXTEND Wi-01 UTILITY PIPE LOCATION MATERIALS C01UR 00 BEYOND` °`�oR FUTURE CONNECTIONS AAj?S�,UG PPELNE TAINER A NOTES* WARMING SIGN MAN LINE 1. FURNISH AS SHOWN ON PANS BLACK AND ON ALL VALVE SIGN POSTS. a UNDISTURBED TEXT -�� WARNING 2• FROM 20 SIGNS TO GA. ST�EELT 13A EDDON ENAMEL FINISH, FURNISH ONE ; " 24" MN. `w IO" PIPELINE WARNING AND ONE VALVE SIGN •' ° RNINi CONTACi THE QTY AND ONE PAST FOR EACH VALVE EC�UOF L� BEFORE EXCAVATING INSTALLED AND AT OTHER ' WATERLINE YELLOW LOCATIONS AS SHOWN ON PANS. BACK M- FURNISH SAME NUMBER OF o MM. J. TEE ' INSTALLED(OMIT VALVE T SO4S AS FOR EACH OR CROSS BEDDING SAND VAL V NUMBER ON VALVE SIGN BLANK) 7" NO. (NOT A SEPARATE PAY ITEM) 'X 3' X 6- N 2" BLACK PRESSURE CONCRETE SLAB A ' V SENSITIVE NUMBERS TO E ADDED AFTER 24- WHITE D"� BASIC SIGN HAS BEEN MN. PLAN VIEW BACKGROUND. PANTED. MJ PUG UNDISTURBED DIRT COMPACTED SELECT_®_ �ELNE WARNING SIGN FILL 'tom VALVE IDENTIFICATION SIGN MECALUG 4•-0" 8' BLUE. HEAVY DUTY. WING PVALVE BOX AND SHAFT EXTENSION IPE CHANNEL POST 2'x 4•x 4'-0" CAST IRON VALVE BOX COVER L CONCRETE SLAB 2'X 4'X 6" CONCRETE SLAB 4'-0- NOT GRTi EATER THAN 45* FILL? `'BACK • AMERICAN FLOW CONTROL TRENCH y9 CONCRETE ADAPTER OR AN APPROVED EQUAL 6" DP W/RETAINING GLAND,, rg AT BEND AND PLUG, SECTIONA A, NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE THRUST BLOCK *NOTE: RESTRAINED JOINT 6- M. J. ELL PLACED ON COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOL NSTALL ANCHOR COUPING END OF LINE BLOCKING �D DE sHY E 95X S AND REDUCER AS REQUIRED STANDARD DENSITY PER IN-LINE BLOW OFF ASSEMBLY W3-00 ASTM 0698 NOTEW3NOTE., I. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN T'' - GALV. ELL UNDISTURBED SOL TO 6- ABOVE AND ON BOTH W/S.S. HOSE CLAMP SIDES OF COPPER PIPE. GA.V. NIPPLE REMOVE AND DISCARD 2.PAYMENT FOR SD ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM I jam' AFTER USE MJ PUG -VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS. AS SHOWN N BREAKER VALVE 2" METER 80x WITH 1 I EXIST. GRAApE a -0" CAST ICON VALVE BOX COVER DETAL. INCLUDING MAN LINE TAPPING SADDLE. VALMATIC MODEL 101 tr) CAST APRON OXLID 1 1 3. PIPE SIZE SHALL E r OR 2-. OR MODEL 102 (2") OR 1 I� SCH. 40 CALM. PPE 2• % 4• x 6 CONCRETE SLAB 4.SIZE OF LINES AND VALVES MAY E MODIFIED BY APPROVED EQUAL I1 AFTER BLOW -OFF THE ENGINEER HOT -BOX POLY ROX INSTALL MALE DUCK MODEL PHRI tT7 WITH I I AMERICAN FLOW CONTROL HEAT OR MODEL PHR2 42`) EXIST. GRADE CONNECTION & CAP TRENCH ADAPTER WITH HEAT OR APPROVED OR AN APPROVED 4- APPROVED EQUAL BRASS BALL VALVE PPE MATERIAL a' x 3 x 3• CONCRETE Pap (FOR r PPE) TAPPED CAP 4" X VX 3' CONCRET PAD (FOR 2- PPE) BRASS THREAD PIPE IRON PPE THREAD WATER COMPRESSION FITTING IE MAN AND BALL GATE VALVE BRASS DFL TAPPED CAP TYPE "K" COPPER TUBING BE IINiEACC OAN(•E WCKING iTHOi WATER 41 M. J. ELL PACED ON M g�,OCKING TO DETAIL W3 -OD MAN UNDISTURBED SOL 8E IN ACCORDANCE WITH DETAIL W3-00 BRASS`E 4" END OF LINE TAPPING SADDLE W/ CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 W3-04 NOTE:USE POLYETHYLENE WRAP OR TEE SCHEOU E NOTES; EQUAL BETWEEN CONCRETE & PLUG D THRUST C A VOLUME ST PREVENT TO CONCRETE FROM Trot t t u ft -v.3 I. NO SPLICES N COPPER TUBING WILL BE ALLOWED 4. MATERIA. USED SHALL BE AS SPECIFIED OR AN STICKING TO PLUG. 4 6 8 5.1 t. Q,3 BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. 11 1.ICE SADDLE ANDOR E HE WYEOR DOOUERVICE OR EBLLETHE SSEERVIM- 5. ALL CONNECTIONS TO BE COMPRFSSIM TVPR C I TRUST BLOCK THRUST BLOCK -NOTES- I. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psiFOR 24- AND SMALLER INNER DIAMETER PPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PACED AGAINST UNDISTURBED EARTH OR ROCK, 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS CONCRETE BLOCKING SHALL NOT BE LESS VOLUME SHOWN HERE. 5. WATER MAN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTSi BEND SIZE tw t1it„ IS �t u � vol 900 68-5.0 t.5 LS 0.9 2.7 ,4 (0.12' 6.5 2.5 1.5 L2 4.0 LO 454 6.8- 2.0 2.0 1.5 0.9 1.5 0.2 0 3.5 2.5 L5 1.2 2.2 0.5 22.5. 6-8- 1.5 L5 1-5 0.9 0.8 0.1 10.12 2.0 2.5 1.5 1.2 LI 0.3 11250 6 8` LO D.12 1.5 L5 1.5 1.5 0.9 0.4 L5 L2 0.6 0.1 0.1 j(.\.J.i rr , BEND SIZE tw t1it„ IS �t u � vol 900 68-5.0 t.5 LS 0.9 2.7 ,4 (0.12' 6.5 2.5 1.5 L2 4.0 LO 454 6.8- 2.0 2.0 1.5 0.9 1.5 0.2 0 3.5 2.5 L5 1.2 2.2 0.5 22.5. 6-8- 1.5 L5 1-5 0.9 0.8 0.1 10.12 2.0 2.5 1.5 1.2 LI 0.3 11250 6 8` LO D.12 1.5 L5 1.5 1.5 0.9 0.4 L5 L2 0.6 0.1 0.1 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 6•ALL SERVICE WYES & EXTENSIONS ARE TO BE TO PRESSURE TEST LINE IMMEDIATELY AFTER THE INSTALLED WITH THE MAN LINE CONSTRUCTION. STREET CROSSINGS HAVE BEEN INSTALLED. 7• METERS AND VALVE BOXES SHALL BE PLACED BY 3. MARK EACH SERVICE END WITH METAL -T•' POST CITY UPON PAYMENT OF FEE. PANTED BLUE. S. LOT CORNERS SHALL BE MARKED WITH A LATH IN THE SUPERVISION F A RPLS UPON COMPLETION 01 CONSTRUCTION. DNC. CURB &GUTTER D D Il:A TAPPED TEE **SEE TECHNICAL SECTION 33 12 u FOR MATERIAL. REQUIREMENTS WATER STRUCTURAL BACKFILL AREA INCLUDES PIPE ALL PAVED AREAS (SIDEWALKS, STREETS. ALLEYS, DRIVEWAYS -ANO PARKING AREAS) AND SHALL EXTEND 5'SEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO.2 IN W4-03) OR EXCAVATED SOIL COMPACTED J TO 98X MAXIMUM DRY DENSITY AS PER ASTM 0698 WITHIN OPTIMUM TO •4X WET OF OPTIMUM tOPTION NO. 1 N W4.02) PPE JOINT TYPICAL HORIZONTAL THRUST BLOCK W2-00 NOTED: IINF �pN g WE L CRpggING SEg L STAND SPE AfNM FOR#' WATERAANDEV&k$LCLC. C SR%uCTKi CITY R 2. SSTTEEEL CASING SHALL BE AS- SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3' THIE I Y NONEERRREO. WET BORING ALLOWED ONLY WHEN APPROVED BY 4. MAI A�BE1D S CHiHTHATA TFEECCALRRIEER � 9 r AILED /VVEIT THTIEE PARALLEL MAIN. 2'-0" MN. ENCASEMENT 2'-0" MN. OPENCF]- UT LINT WIDTH OF PAVEMENT 4' `-CORP STOP Y' TYPE K COPPE 1-U2" TYPE K C( WATER LINE (SEE NOTE 1) NEW WATER SERVII (SH0J?7 A.NDLONCSWO DSIOEWALK�. 5' STRUCTURAL BACKFILL AREA W2-02 NEAREST BELL JOINT (TYP. EA. END) CARRIER PPE -M 1 -PC. PULL -ON WATER- TIGHT NEOPRENE END SEAL W/ STN. STL. PSM S "APS" OR NOTE= CASING SPACERS 4 -RUNNER MN. ITHRUI 24- CIA CASING) OR 6 -RUNNER MN. t24--42- RNA. CASING) STAILI STL. TYPE304t 8- *NDE BAND W/ POLYMER RUNNERS:CENTI OR NON -CENTERED( CLEAR BE RESTRAINED FROM FLOTATION INSULATED: -APS, INC., MOD S! OR -CASCADE- NOTE= VALVE t. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSIP .VE BOX STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONS 2. STEEL CASING SHALL E AS SPECIFIED IN THE TECHNICAL SP 3. DRY BORING IS REQUIRED. 4 � A H Nq S CH�T�H ATA THEA CARRIER PPEL AN 8E P(A.LEp OPEN CUT WATER LINE- 1� � SHOULDER LINT 5'•O` WIDTH OF P 2' 4 ASS CURB STOP iH PLUG (REF) [SAA 3 ESERVICE ° A TTT 2' MN. -3' MAX. %LVE - PAD 21 MN. UG DOUBLE SERV.) r wL cm 4y we ATG D 1 V TYPE "K- COPPER TUBING (2 FOR OOUM.E SERVICE) -t-V21 X r BRASS WYE 0 FOR DOUBLE SERV.) '1-1/2- CUT-OFF BEFORE WYE I % STEEL CASING T• -ADJUSTABLE TOP RUNNERS TO MAINTAIN 1" MAX CLR. -38 MAX STEEL CASING -- 8- WIDE BAD STAINLESS STEEL (TYPE 304) NEOPRENE INSULATION SLEEVE BETWEEN PIPE AND BAND iLYMER RUNNER (TYP) W2-03 VE sox GATE VALVE 3'-O- MN. 180RED AS EE�� N CUT GATE VALVE 3'-O` BELOW DITCH FLOW LINE. ASSTEREO� SING TIS# ENGINEER - - ---- CARRIER PPE STEEL 4 111sawl CARRIER PPE TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL ST EET CROSSING 4-00 li i W4-01 d SELECT MATERIA. MATERIAL EXCAVATED FROM THE DITCH, (WHICH B FREE OF ROCKS. LUMPS. CLODS, OR DEBRIS LARGER THAN TWO (2) ORIGINAL. GROUND OR NOTES - ORIGINAL STREETIN FUTURE MNMUM INCHESCHE$ N THE LARGEST OIM(ENSgN), COMPACTED TO BOTTOM OF SUB -GRADE PLACE METAL DETECTOR 1. FOR 8E C ARID TRENCt�IG W/Tf/ ALL PAVED AREA PLACE METAL DETECTOR OF 90X OF MAXIMUM UM DENSITY AS DETERMINED BY FUTURE STREET AREA TAPE AT A MINIMUM OF 24- ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN TAPE AT A MINIMUM OF 24- ARE SEEL DETAIES FOR OPEN CUT STREETS ABOVE TOP OF PPE OPTIMUM TO -4X OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF PPE 2. ALLDONG & INSTALLATION OF PVC OPE SHALL AREAS (ie ... YARDS. PASTURES. EASEMENTS) AND TOA ME ACCORDANCE WITH ANSI/AW WA STANDARDSMINIMUMOF 98X E MAXIMUM DENSITY AS DETERMINED FOR VC PIPE. ppBppY ASTM pEp98 �g(SppTFFADpRp) AT A MOISTURE CONTENT WITHIN AQ SELECT MATERIAL 3. ALL ODNG & NSTAI,LATION OF DUCTILE IRON PPE ADI(PAVEMENT AREAS�TIIUM UNDER NEW STREET SHA1-L' BE N ACCORDANCE WITH ANS)/AWWA C150/A21.50 _�- AO SELECT MATERIAL 6 -12- �- CQ CEMENT STABILIZED SAND 4. iOIMpATON� SHALL BE ATTAINED BY MECHANICAL B (MANUALLY 6`•12" 5. RELATIVE COMPACTION SHALL BE TESTED N THE CONSOLIDATE ®MATAE `AL SHAT t BANK RUN RiVER SAND WHICH B FREE ® tMANUALLY PRESENCE Q� THE CITY ENGINEER. AT OPTIMUM OF DETRIMENTAL OUANTITIES OF CLAY. DEBRIS OR ORGANIC CONSOLIDATE 6. DUSTSUu''TNG FROM( THE CONTRACTOR'S MOISTURE) MATERIAL AND WHICH, WHEN TESTED BY STANDARD AT OPTIMUM4" PERF� OF THE WORK.EITHER INSIDE OR LABORATORY METHOOS. MEET THE FOLLOWING REOUiEMENTS- 4- MOISTURE) OUT THE RIGHT-OF-WAY. SHALL BE CONTROLLED MAXIMUM LIQUID LIMIT 45 By T CONTRACTOR, p UNDISTURBED SOL MAXIMUM PLASTICITY INDEX 15 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY MAXIMUM PERCENT PASSING N0. 200 SEvE 35 IINDISTUREO SOL PIPE OOII�tGGOR PLATING PACED AT THE END OF EACH 0.0. MINIMUM PERCENT PASSING 3/4" SIEVE 100 O.D. wPL 6" MNL/12- MAX THE MATERIAL. SHALL BE FREE FLOWING AHD WHEN WET. SHALL 8. SEE N CRIT DETAILS- ST4-0p, ST4-01 & ST4-02. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND, 6- MN./12- MAX. 9. EVER 0 FEET PROVIDE A WATER STOP BLOCK OI'TIONNO. I © CEMENT STABILIZED SAND OP1ION lb'O. 2 of EGD ON E�ND�(ENNT. BLND OCK SHALL EATIVE T BRI FEET IN LE H. NO BEDDING SAND N THIS AREA. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR NEW PAVED AREAS W4-02 GEiR A T . NOTES: A L ARES WHERE TINGXISVEGETATION AND GRASS COVER HAVE N BARED TRUCTION SHALL BE ADEQUATELY BLOCK D OR (H CHEO AND WATERED UNTIL GROWTH ESTAEk DEVELOPED AREAS WHERE GRASS 1S PRE$I T. GLOMI SOD WILL BE REOUIED. BARED AREAS SHALL) SEEDED aR SODDED WITHIN 14 CALENDAR DAYS OF LAST URBANCE,I APPRO,v EROSION CONTROL MEASURES MUST BE INSTALLED DURING ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONST�i TION: AND SHALT. STAY N PLACE UNTIL ACCEPTABLE YEtiETAWE GROW H IS ESTABLISHED AFTER CONSTRUCTION IS COMPi AND THE i REMOVED BY CONTRACTOR. ALLERO ION CONT MEASURES SHOULD BE CLEANED OF SILT AAF R EVERY RAIN. ESTABLIq GANT OF �IEGETATKXN MAY BE A WARRANTY ITEM. z O w CITY OF BRYAN The CmdLdc, TCAaS SOIL" DRAWN BY: C.L.M. BATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 1 OF 1