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Home My WebLink AboutSP2014-9002655pa611-1,0d13(OLS- PARKING SIGNS REF.7/A1.02 WHEEL STOP REF.3/A1.01 PARKING LAYOUT SCALE: 1/8"=V-0" STRIPE AREA PARKING SIGNS REF.7/A1.02 TEMPORARY FIRE LANE - EXISTING 48"Tro 0 HYDRANT 8' HIGH CEDAR FENCE ENCLOSURE F.6/A1.03 R-13' 8' HIGH R- CEDAR GATE REF. 5/A1.03 TRANSFORMER D--___— POWER �P R-30' O � A A A 8" HIGH RED STRIPE 4" HIGH WHITE LETTERING _\ ■■■■■■ FIRE LANE -NO PARKING -TO AWAY ZONE ■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ALL CURBS AND CURB ENDS DESIGNATED AS FIRELANES ON PLANS SHALL BE PAINTED RED WITH FOUR INCH (4") WHITE LETTERING STATING "FIRE LANE -NO PARKING -TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET (15) APART. 2 FIRE LANE STRIPING DETAIL SCALE: N.T.S. PRECAST CONIC. WHEEL STOP, 6-0" x 10" w. x 6" h. TWO # 4 BARS a ,A 2" LONG x 1/2" DIAMETER STL. RODS, TWO PER STOP .e . .. a I. 4 u 4'a EXTERIOR DETAILS DETAIL of PRECAST CONCRETE WHEELSTOP EXISTING HYDRANT CONC. WAL DOWELED E.J. TRANSITION CONCRETE CURB EXISTING A&M CONSOLIDATED EXIST SCHOOL 41[34 PLAN PRE DESIGN Constr. Type Bid. Size SF No. Stories Sprinkled WN) Y No. FHs (Locations) 3 Required Flow �,,Saa ePM ---- -� i C L t VA 11 U N ,EVIE : EF® G _ E CERTIFICATE �k� 1 A 20i5 kP [] REQUIRED NG, .OLLEOE STATION +1, EINEIN ❑ ❑ +2' ❑ +3' ❑ +4' M NOT REQUIRED OITC Ml A A I SCALE: 1"=404" 610" SITE PLAN NOTES 1, NAME OF PROJECT: CSISD CENTER FOR ALTERNATIVE LEARNING I FINISH 10 CONCRETE 2. ADDRESS: 1300 GEORGE BUSH DRIVE VING #3 S 18 DRY BRUSH CURB BEYOND COLLEGE STATION, TX 77840 O.C.E.W, FINISH 3. LEGAL DESCRIPTION: A000701, CRAWFORD BURNETT (ICL), TRACT 187, CS CONFERENCE CENTER 4. OWNER: COLLEGE STATION INDEPENDENT SCHOOL DISTRICT 2000 WELSH STREET COLLEGE STATION, TX 77845 DOWELED E.J. 979.694.5610 5. ZONING: GS - GENERAL SUBURBAN 6. EXISTING USE: INSTITUTIONAL / PUBLIC CONIC. PROPOSED USE: INSTITUTIONAL / PUBLIC CONCRETE CURB RAMP6'-81/2" CURB AND 7. SETBACKS: PER CITY OF COLLEGE STATION ORDINANCES GUTTER 8. OVERALL SITE AREA: 2.149 ACRES 9. WATER DEMANDS: MIN. = 0.00gpm AVG. = 71.5gpm MAX. = 143.Ogpm 10. SANITARY DEMANDS: AVG. = 768gpd MAX. = 1,536gpd 11. FIRE FLOW DEMAND: Type 1113 - 2,500gpm SLOPE DOWN 1.12 THIS SITE DOES NOT LIE WITHIN THE 100-YEAR FLOODPLAIN BOUNDARY PER REF: BA OV FEMA's FLOOD INSURANCE RATE MAP PANEL 48041 C0305F. EFFECTIVE DATE: APRIL 2, 2014 PARKING CALCULATIONS PROPOSED BUILDING = 56,006 SF DRY BRUSH FINISH PARKING SPACES REQUIRED: NOT COVERED IN U.D.O. CONCRETE OF RAMP PARKING SPACES PROVIDED: 109 REGULAR PARKING SPACES & 8 (ADA) ACCESSIBLE PARKING SPACES CURB RAMP PLAN - DETAIL SCALE: 1/2"=11" )s k14 VLKIARCHITECTS VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 www.vlkarchitects.com Mitchell & Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S College Station, Texas 77845 i Main Phone: 979,260 6963 3 www.rnitchellandmorgan corn Estes, McClure & Associates, Inc. i 3608 West Way 1 Tyler. Texas 75703 Main Phone: 903.581.2677 i www.estesrncclure.com Metro Structural Consultants 305 N E Loop 820, Suite 507 Hurst, Texas 76053 Main Phone 817 284.8833 I FCA Design, Inc. 2900 W,Icrest Dave, Suite 290 Houston, Texas 77042 Main Phone. 713.784,3212 www.fc ,adesgn,corn I E E E I i 3 E i E I ISSUED: SEPTEMBER 19, 2014 R vision No ADDENDUM N0. 1 09-36-14 SITE PLAN APP. 10-17-14 ADDENDUM NO.4 10-24-14 FOR CONSTRUCTION 11-18-14 ASI NO.1 12-08-14 CITY COMMENTS 12-11-14 I 7 PR NO.6 02-09-15 I Director Drawn By E KRH BWL I Designer Quality Control F JBE CJJ Prof. Arch. MEF 1405.00 SHEET TITLE SITE PLAN- PHASE III AND DETAILS , v Al n 1 SCALE: 1 1/2"=1'-0" S008 C. T-BAR,< .STAKES I i1;.,�_ A EXISTING OAM - - INTERMEDIATE SCHOOL WIRE TIGHTLY TWISTED TO PREVENT SLIPPAGE 1/2" GA. GALVANIZED STRAND WIRE, TYPICAL GALVANIZED TURNBUCKLE THREE 2x2x16" LONG STAKES -, SET AFTER PLANTING, SPACED AROUND TREE, STAIN BROWN OR GREEN, REMOVE AFTER ONE FULL GROWING SEASON DURING WARRANTY INSPECTION CORRUGATED METAL TREE T-BAR STAKES PLAN OFTREEGUARD CORRUGATED METAL CULVERT SECTIONS 1/8" THICK MINIMUM FIRMLY DRIVEN METAL "T" BAR STAKES (1 1/2" x 1 1/2" x 1/8" x 60" HIGH) OR EQUAL, 6-0" O.C. - EXTEND STAKES TO DRIPLINE _---EXISTING GRADE \ \ \ \/\/� /\ 1/3 EMBEDMENT OF OVERALL POST NOTE: '� /�/�,;//� /; / /�/��/i� / LENGTH (24 MINIMUM} TYPICAL 1. BARRIER PREVENTS COMPACTION OF SOIL AROUND ROOTS BY CONSTRUCTION EQUIPMENT. SITE DETAILS EXISTING TREE PROTECTION BARRICADE 2E SCALE: 1/4" =1'-0" S304 MIN. 1/2"I.D. HOSE TO PROTECT p TREE TRUNK a 90 q ° KRAFT TYPE TREE WRAPPING MATERIAL ON SMOOTH BARKED TREES SUBJECT TO e SUN SCALD. BEGIN ABOVE FIRST BRANCH AND STAPLE EVERY THIRD TO FIFTH LAP DOWN TO TOP OF ROOT BALL. A TREE CALIPER MEASURED 12" ABOVE TOP OF ROOT BALL ROOTBALL SET MIN. OF 2" ABOVE SURROUNDING BARK MULCH 2" DEEP LEVEL TO ALLOW FOR SETTLING 121I MUL FINISH GRADE 46 TYP PREPARED SOIL '+� �`�>rr \\;,\\;\\%�\� cli �- . Z'• w.'�' .• '•.^' ROTO-TILL EXISTING BACKFILL PLANTING PIT WITH PREPARE PLANTING SOIL MIX, _ _ ' , SOIL AFTER EXCAVATION PREPARED PLANTING SOIL MIX '�„� ;�� TAMPED IN PLACE TO PREVENT `� v`o � OF BED r.' . SETTLING (TREES LESS THAN SATURATE WITH WATER TO\\%\%\\%\\%\\�\\�\\�\\�\\�\\�\�\\\ \ \\�\ 4" CALIPER ELIMINATE VOIDS & AIR POCKETS ) THIS DETAIL IS FOR MASSED OR ROW PLANTINGS, FOR SINGLE SPECIMAN SEE TREE PLANTING DETAIL SITE DETAILS SITE DETAILS n TYPICAL TREE PLANTING and STAKING DETAIL SHRUB PLANTING DETAIL SCALE: 1/2"=14" S300 SCALE: 1/2"=1'-O" S301 REVIEWED FOR COMPLIANCE MAR 0 6 2015 COLLEGE STATION DEVELOPMENT ERV-ICES PLAT FILED: LANDSCAPE POINT CALCULATION TAG 0 U A Njff Y SIZE SCIENTIFIC NAME COMMON NAME TYPE POINT VALUE POINTS 8" CAL. FROM • N/A 21 AND VARIES COLLEGE STATION EXISTING 500 10,500 LARGER PLANTING LIST CANOPY TREE 4" CAL. FROM EXISTING N/A 4 AND VARIES COLLEGE STATION NON -CANOPY TREE 200 800 LARGER PLANTING LIST QV 36 1.5-2" CAL. QUERCUS VIRGINIANA LIVE OAK CANOPY TREE 75 2,700 EXISTING TREE REF:2/L1.01 PROTECTION BARRICADE 14,000 LANDSCAPING REQUIREMENTS STREETSCAPE REQUIREMENTS: HOLK AND TIMBER: ONE CANOPY TREE FOR EVERY 32 LINEAR FEET OF FRONTAGE SHALL BE INSTALLED: REQUIRED PROVIDED STREET FRONTAGE TIMBER: 424 LF 14 4 ex + 16 STREET FRONTAGE HOLIK: 194 LF 7 0 ex + 7 GEORGE BUSH: ONE CANOPY TREE FOR EVERY 25 LINEAR FEET OF FRONTAGE SHALL BE INSTALLED: REQUIRED PROVIDED TOTAL STREET FRONTAGE: 600 LF 24 13 ex + 13 TOTAL REQUIRED PROVIDED 43 17 ex + 36 POINTS PER PROJECT AREA: TOTAL SITE AREA: 222,000 SF MINIMUM LANDSCAPE POINTS REQUIRED (30 POINTS / 1,000 SF OF SITE AREA) = 6,660 POINTS THREE HUNDRED ADDITIONAL LANDSCAPE POINTS SHALL BE REQUIRED FOR EVERY 50 LINEAR FEET OF FRONTAGE ON A RIGHT-OF-WAY: (1,218 LF / 50)(300) = 7,308 POINTS REQUIRED PROVIDED TOTAL POINTS: 6,660 + 7,308 = 13,968 14,000 GENERAL LANDSCAPE NOTES 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. AN IRRIGATION SYSTEM SHALL BE DESIGNED TO SERVICE ALL NEW PLANTINGS AND INSTALLED BY A CERTIFIED INSTALLER BEFORE CERTIFICATE OF OCCUPANCY WILL BE ISSUED. 20 3. BARRICADES WILL BE IN PLACE PRIOR TO ANY ACTIVITY ON THE PROPERTY INCLUDING BUT NOT LIMITED TO GRADING. LANDSCAPE PLAN LEGEND AREA TO BE ESTABLISHED WITH SOD. (ALL OTHER DISTURBED AREAS TO BE ESTABLISHED WITH HYDROMULCH) 'YY' INDICATES ABBREVIATION FOR PLANT MATERIAL. X "X" INDICATES QUANTITY OF PLANT MATERIAL IN EACH LOCATION. V L K I A R C H I T E C T S VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 www.vikarchitects.com Mitchell & Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979.260.6963 www.mitchellandmorgan.com Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581.2677 www.estesmcclure.com Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.fcadesign.com • 4 �2�1�lvJl4�lf:7 ISSUED: SEPTEMBER 19, 2014 Revision No. 1 ADDENDUM NO.1 09-30-14 2 FOR CONSTRUCTION 11-18-14 3 CITY RESPONSE 12-18-14 Director Drawn By KRH BWL Designer Quality Control JIBE CJJ • Proj. Arch. MEF 1405.00 ELI LANDSCAPE PLAN Ll .01 4 R REVIE-WEl K J.A R,C H I T E C T S _TF07-�, i V L A DEC 8 Z014 f.t--i COLLEGE EN GINEERJN4, 0 10 VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 oil a 4 = Houston, Texas 77070 FmM-=--�2347 Gear'ge Bush Dr'ive MATCH Main Phone: 281.671.2300 EXISTING www.vlkarchitects.com CT/C=320.5�yj', T/C=320. 0 gas as-------------------- 902 asgas --gas gam-z— gas gas !as as903 Mitchell & Morgan, LLP -1443 TBPE NO F 3204 Earl Rudder FWY S. College Station, Texas 77845 Main Phone: 979.260.6963 —(T/C=321.01 PRUCEM T T www.mitchellandmorgan.com Estes, McClure & Associates, Inc. (T/C=321.80 3608 West Way MATCH EXISnNQ Tyler, Texas 75703 Main Phone: 903.581.2677 ww.estes=6 emm. — — — — --- — — — — — — — — — — — — — — — — — — — — — Metro Structural Consultants 3 05 N.E. Loop 820, Suite 507 7 IHur t Texas 76053 Main Phone: 817.284.8833 F/ =321.92 — — — — — — — — — — — — — — — V I — — - 777 '77 MU�MYnl 3 31�'31" 3?,Y] " Wn,381A 3R" I= 3W 3bU 34Y1,3bU 3NYI 3 31" 3HY1 ?dU F =322.0 im FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 22.5 www.fcadesign.com (o MATCH F/L=32 (T/C=323.71 T If' -'X 7L LA A3 S9 4-SS— —4-SS —4-SS— \X-X-X X-X- X-X-X-X/ -4-SS 4-SS— 4-SS— —4-SS- 23., 4-SS SS 4-SS— 32 0 MATCH EXISTING=334.12 FL=326.13 T/C=334.50 32 A2 T/C=334.01 T/C=334.62 aCURB CUT - GRADE TO DRAM T/C=333.40 oo C=33 .57 3hd-9 lllu kT/C=33 x — x — x C=-3 -63 X 19 14 A2 T/( .............. ................ VERONICA J.13. MORGAN 333.6 t 77689 L 332.97 T/C=332.78 I /C=33� 33 .00 7Z X I I — __�3�-j --- ISSU 12, 014 FJ326 87 3 T/C= sio 14 tN I IKL 327.49 �3276 C6 A210-6-2014 :3:5:) =3 19-2014 T/C=332.E 12-2014 �AT/C= t;' 7 e7, T/C=Z Director Drawn By 28.55 327 ;7 63 KRH IDesigner Qualityr Control IJBE cii 33.54 Proj. Arch. r/C=33 T/C: -i .3 327.65 T/C :328.0 r/C=33- �27. 0 1405.00.'. z 28.38 SITE GRADING re T/C=327.84 -F SWPPP T/ 'C=3 ':7 17N\1 EV' Co" F C 0 DE CO L L EGE ENG INE A, �0 I N C2 0',1' .00 jjjj�,, jj��Jj, 010 110, 0 A3 (" FmMm 2347 George Bush Drive WIN X =3 18.48 /C=3 17.25) V L K A R C H I T E C T S 7T_7!�t� . ... . .... I sm1e: gas - gas gas 9= i n f.W� gas gas V_ V_ gan quo UE 2 N 7. �7 /V @ _D (MATCH ISTING EX T/C=319.55 .79 T/C c I T/C=31 9.1 SAND BAG PLACEMENT 7915 F.M. 1960 West, Suite 214 PLACEMENT -A Ji V-?.� ......... ......... 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M _jV1/31U 3HY1 31H M 31M 3W 31M M T/C= 777777 0.16) T P ropo. Tyler, Texas 75703 T/C T/C=31 0.3 www.estesmcclure.com < R P\. r T/C=322. ii 9 Structural Consultants 7 'p- 305 N.E. Loop 820, Suite 507 -za I 311 T/C= T/C=312. 3 T/C=31 2.1 T/C=322.1 5 Hurst, Texas 76053 v 1�7 % Main Phone: 817.284.8833 V r aLu. 320-85) 0 FCA Design, Inc. X6, 321.32 321.78 321 R 322.25 T/C=31 1.513 2900 Wflcrest Drive, Suite 290 322.25 Houston, Texas 77042 322.71 71 323.18 1 39318 .... . .... Main Phone:. 713.784.3212 323.65 I,-X-X. _X _X_X� 323.65 '+\- - _X_X_X X_X_X1 SILT FENC 324.11 -4-SS- 4-SS 4-SS E FRO www.fcadesign.com 324.11 1 4- 4-SS --- ---- _X_X_X -x-x-x-'x-x-/ 4-SS DEMO PLAN TO REMAIN 3.00 0 X-X _j_X-X-X �X X- X-X-X- X- X- X-X _X_X_ X_X_ X _X_ 7�7,x77�x7x On 1- 5: 4-SS 15. 0 325-17 �-Ss .62 326.1 0 T/C= 312.74) 3 7 25.64 L/ 327.03 327.03 0 -7 50 T/C-31 3.29 f1l C5 7317.0' 327.7 6i %L f -3 324 -315.90 .325 �7, 19/14 ........ . !7 VERONICA J.13. 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I . . - - . �, � . . . . . . . � . I . . . � � . . � - I . � . I � � . .. . I . . . � . . . - .. . . . . . . . . I I . . � I � � . I � . . . . - . . . I . . I � . . . � � � .. . � .. I 11 . I - . I . I . . - � . � � . � I . . . I I . . j . . I . . . � . 1. -1 . - I I I �. � I . 1. . . . I I I � . I . I � . . 1. . I . ., . L . - .. __ . . . . . . . . . .. . . I � . . . . I . . . . . �- . I . . . . . . . I � . . I . � I I I . I I . . I . I I I . � . . I .. . � . . I I 1. . . . . . I . .. . - . I :. . I . . I I . . � . . _. . . I � I � . I . . � � . � . . I . .. I . . . � .. . � - . . . - � . . � . I !�"� . ,�-..:,-_.T"k, ,:--L-. - - _. , , ;! I , - �,":"_-, ..' _-I. - 'I-, - - I . - . - , , �:�__'�, L, 7 I �_. �/_ -��:/, , - : � - �� - `�-- _7 � - / � I I '__1 / . � I " __;,:�:. -, �.. . � , , I:— - : - �.-:,,�:%_�:,-,� -�,!.,� 7 , _ '��.:11'4;1 - ,,,,, . I . -V . . I I r4.2- __-, . -'_�;;_: I . / \ ., --,, �, �_:;_ �; . . !Z�_.,- "".' - :-�.-,�,, ;L .0 . .e, `-, I � . I L - __ / \ ## , 5 �__ - STORM WATER 1�: . �:, / . � \1 4* -e . / \ � POLLUTION PREVENTION PLAN � I I � \\ .-il;?� \ � � GENERAL NOTES I . � . le 11 . I I . I f / / .41� � . GENERAL . 0 . I 0 / / L . 1 . I 1. All contractor vehicles, including employee's vehicles, shall park within the I . /// . project site to minimize traffic on the public streets adjacent to the work site / / . I I I . I entrance. Contractor will provide sufficient parking areas to accommodate his I / / / . . vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired . - I . / . . . . to original condition prior to completion of project. . I / / / / W . . . 2. Contractors shall ensure that no dirt from the project accumulates in the existing I . / ..e / I streets. If dirt or debris from the project site accumulates on adjacent streets, the . / +1 contractor shall immediately clean those areas. L . I � / I . I I I I S/ 1.4, . . . I . I * 1 3. Contractor shall place erosion control protection at appropriate downstream / I Ir I � . � � � I . . locations to minimize silt and debris from leaving the construction site and I . - f I � � entering the drainage system. ./ , � /11/ I L I I � � L I . . . 4. If required on the plans, the contractor shall maintain a vehicle wash down area of I I . . . I � sufficient size and in a location to facilitate cleaning his vehicles prior to leaving the . X / I 11 I � . . . � . work site. I "'.1 I . / � . I . . I . 1 5. Once vegetation is well established contractor is responstile for removng all I / � I . I . I . temporary erosion control measures (i.e.. silt fences, rock check dams, etc.) � . I . . I � I I I � I , , I � � I � I 1 6. Structural controls shall be installed as soon after clearing as practical and . / � I . . . . . I maintained in good working order until the site is stabilized. . .1 � I . I 11 � � . � � I . L . � 7. Alternate structural controls may be utilized if approved by Engineer. � I 1, I . I . �, I . . . � I . . � . . I I . I 1, . . . . . . all comply with the TCEQ STORM WATER DISCHARGE PROGRAM and I I L I I � . I I I I I is responsible for completing and filing the appropriate, forms. I - . � A 11 . . . I .� - . . I I � I � . . � I X I I 1, . . . . . �. . � . . . I I I I � . I I . ,. . � I . . L I . � I I I , I X r . I . . . . I . . . . . I . . . I X_ X- X-V-311 . � I . " I � I . I I . . I I I � . I . . .1 . .. � I .1 I . . . . . I . - . I . : I . � . I . I I . . - . .� .1 - . . . . . . I L . I . . I � I I � . . . I � I I I I 11 � . I . . . I - I I L . I - . . . . . . I � . I . I I I I . � . . � - I I � I 1. . . I . . - I . I . � . . . . I 11 . . . . . I i I . . . � I . I I I . - I � . � . . . � � . - . . . I I I I . � � . . .. � L . . 11 � . . . � . . . .. . I . I � � . � . � �. � . L � . I . I I I � I . I . . I . . . . I . I L . . � � I - 11 I . I . . . I .. . . I I . I . . � . 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I . � L . � I � . . .� . � I . - . � . . . . ., I.. � 1. . I . � I I I I - � .. I . . . . I � . � I � . I . I a I .1 . I 1. . . - I . I . . . . . I � . I I . I �. � I I I � I . . . I I . I . I . . . . L, . � I � I 11 . I . � . � . � . . . � . '. I . .. . � . I I 1. . . . I . . - . 1. 1. .. . I I I � .. I , - - . . I . - � � . . � I � � I . L � . - . �. . � I . . . I � I . I I I � � . . � I I I I . . . �. � . - 11 . . I .: � I I .- . . I � � I . . I . I I - � . ,.. . I � . . . . . . . . � . . - . L . �, � I - . L � . . . . . I I . � I I . I I .1 - . I . I.. . � . . . - .. - � . . . � I � . I . . . . . . . I . . . . � � I I � � � . I I V L KIA R C H IT 9 . 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 vwww.vIkarchitects.com -_ --- i itc e organ, TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979.260.6963 www.mitchellandmorgan.com I . � ___ __ , I MEP ENGINEER I I -------- Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581-2677 www.estesmcclure.com -_ -_ STRUCTURAL ENGINEER I I __ I Metro Structural Consultants 305 N-E. Loop 820, Suite 507 Hurst, Texas 76053 . Main Phone: 817.284.8833 - FOOD SERVICE I I FCA Design, Inc. I 1 2900 Wilcrest Drive, Suite 290 � Houston, Texas 77042 1 Main Phone: 713.784.3212 � www.fcadesign.com . I I . � . . I K - - � rirm rr- 1440 ,p OF 1/19/14 *,. : ............. ** '"* ", .1 C-3.- ..54- 1 *: .-. * *..* * '.. * ....................................... VERONICA J.13. MORGAN ....................................... ,, ".. I ,1�� 77689 4Q�..* . O... 0, ... .. ;1...****/__ST_ � . . ... ,S1&/0WZ .. e ', I I . .... �, . : 6� . fli. : , . � i, *_ I ISSUED: D . �.61 12, 2014 . i I ! I , REVISIONS ! I : I Revision No. 9-30-2014 ENTIRE SHEET REVISE /2^\ 10-6-2014 � . . . A3 1 1-19-2014 1 . A4 12-12-2014 1 1 � I . . - Director I .Drawn By . . I KRH Designer . Quality Control . . . I . . � I I . . I � . Proj. Arch. I . . I ... I . I . . . MEF . . i I I PROJECT NO. . . I I I . - . . I 1 1405.00 . . , . . . . . I . I . � SHEET TITLE . � � . . SITE .GRADING . I I I � . & SWPPP , . I � I I � . . 0 104 - - a � . . - . � . . I � . . � � � 1. � I � I . . I � . I . . . . � - . . . I . . . � . . _.1C2NO3 � � . . .1 I 1: . . . I . � . . . . � I � . . � . . I � . I I . - I . ___ - ___ - � : i ! I � COPYRIGHT@ 2014 VLK AR � i 0 701 ! ,� lI r. t1. r- `\ I L,. I ,'.,� e.- 1��71'1, i r I I r% ��/•• C 1 -A- -1-Lt ;ate:- st/: '!t ' -\: - i �� i [.' 11 ' `�, t �� 0 r r W t _PLC �-+) Y.� - �_ 1_ A I �I L ,,, ry 1 ( I i •`; ��'li .- r � . I i\ t~ .11 RE 0 W •.r :,.• . r-- _. u�--s- xq r-*' _' '�;-� ._`-„ o-.r, ;z'✓'_' / Y •_=c- zr'cz :` r'?• __ _ v1-4p- p- _-i:- _-' ••- .. .• ri�M • .... . § .,_. ::. _ _ . I _ .._-r.=- .z`:.. 2n- '� a✓ gr--- -s-.•-.max, ;a z „a - -a" '_" �c .:i> r # sue, "�..' ".�� - , �, 2 ..- -'"'sc."n,- �� - - >a, - -x L - - �_ .�. � lam' a- i,.. _rt as :- - "" "�•z-s- NIKKO 0 ES RAISED ISLAND TO HAVE MOUNTABLE CURB (SEE DETAIL) S: `7t, {::+ :v' .. <r STRIP (TYP) • r* . I I I . 4 Arif, , . i,:,m V L K I A R C H I T E C T S VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 www.vikarchitects.com �hLTA I . Mitchell & Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979.260.6963 www.mitchellandmorgan.com MEP ENGINEER Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581.2677 www.estesmcclure.com L•`1�:��i•�151:�G��1•[elf Metro Structural Consultants 305 N-E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 F FOOD FCA Design, Inc. 2900 Wiicrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.fcadesign.com HOURS OF CONCRETE PLACEMENT AS CONCRETE CURING ALLOWS. AN I . DetailI I- = FIRST POUR SECOND: 1.OUR EARLY ENTRY SAW IS PREFERRED. . 3. SIDEWALK EXPANSION JOINTS SHALL BE -PLACED AS SHOWN ON PLANS, AT , CEREMAR FLEXIBLE FOAM 6" 3" LONG METAL OR PLASTIC C ALL CHANGES IN GEOMETRY OR AT 60' MAXIMUM EXPANSION JOINT FlLLER AP WITH INSIDE DIAMETER M MUM SPACING. (OR APPROVED EQUAL) TO BE 1 16" GREATER THAN EXPANSION JOINTS SHALL BE INSTALLED PER DETAIL NOTE: DIAMETEROF DOWEL BAR 4.ISOLATION JOINTS SHALL BE PLACED AT ALL IN -PAVEMENT OBJECTS 1. CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF INCLUDING INLETS, LIGHT POLE FOOTINGS AND CLEANOUTS. . THE CAP AT LEAST 1" FROM THE END OF THE DOWEL BAR. f 3 Rebar 0 12" Centers . 2 EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE Centered Within 4" Concrete SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE (3500 psi) . GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. Backfill Wood Float Finish Backfill 3. GREENSTREAK G-SEAL 626 MODIFIED PVC MATERIAL AND CERAMAR FLEXIBLE FOAM IS THE PREFERRED MATERIAL FOR THE EXPANSION JOINT.. l - 1 4 :Thick Concrete ®�g�URR WSTALL PER MANUFACTURERS RECOMMENDATIONS. I ( ( 1 l�lf�il knit 1• �" i � �.... _ -I I �I I C r . I�IL I � I �<: ICI IFl� C0NC EXPANSION JOINT . DEC 'I 8 l p, jr (60' MAX. SPACING UNLESS 2" CEMENT STABILIZED SAND Prepared Subgrade k OTHERWISE INDICATED IN PLANS) OR LIME .STABILIZED SUBGRADE irm PIP 15 - 11/19/24 can ta:• R +. "n 9 b= . ._ . . ' ( I SEAL W/ EXPANSION JOINT MATERIAL Contraction Joints ® 5' o.c. - _ NOTE: -SL-1 OR APPROVED EQUAL) Kt �Y - � �� 1 R 0 I N CO, � (SONOBORN �,�P _ ,•.... .;P,qs �+ ?_ r o -ALL DIMENSIONS ON THIS PLAN P P s � Install per. Manufacture's S ecificatians STANDARD CONCRETE SIDEWALK DETAIL *: . M ,... _ �• - I j r 1 ARE TO FACE OF CU 1 8 #0 3 16 .................................. �-3 ^ RB Min. Depth = T/4 / " / - r.� E '�ro x t K " NTS, 1 '_- •VERONICA J.B. MORGAN ,•. e= - 1. . .�-, I r z >j ;� . ,� I t ti >. '. - 1-1/2. for Sidewalks ......................... _ _ �_ x - See t F I - Pavemen =.F �Ci rf '\ , ` O Paving Plan Notes: Detail❑.c� •.G,� �. ,�� ` ;'-� 1. An ex onsion joint shall be located w er _ F :g :� ; - 'D . . t 1 I �-' �: �! � . ;�:� � P 1 h e site concrete - . = S' � U . _ ) \.,1 1. __. r---`a% A. . - _ � (sidewalk, driveway, firelane, etc_ is laced adjacent to an =a:L S�oNAt_.E� ;,. ,. CC r �; .A� _� _ building. LONGITUDINAL ::,� a, . r! 4 Bars 15" O.C. W_ a x # E. - �' `= 2. An expansion joint shall ��; -g- r �" `' ; \ 1_' " .�x.� -�J all be located REINFORCEMENT P where site concrete R EMENT h - - , .. > <' - ... - r, ti \ ti, �' \: I ;,r - xrx_.r ,a-,3�Q„ rc- > `r - - .. - - 6 _ ••�' 1 ti " t- --a ,- .- - (sidewalk, driveway, firelone, etc. is connected to an public :F, S Det iI - � ..� _y� • -�vV -._ - .'s- ,r* ,�i, t -•• r l Y;' 1 ,,w•-pp,, - r'`1. Y P �t .,,ram,-i-,",, .. �.: - - _ - - .3 r - -> +. - . 4' .. ..-... r . . , rl / _ - Obi' - �:'._� s - s _ t , 1� -- -- ,:-. _ facilit curb, a ron sidewalk etc. - �r�; :• / - � - .� --:� f .f � �,r .. ��- o. - �;.�-�._-��- � Y ( P x...n • -•-� � � ..•- .�� _Psi concrete _ - ISSUED: D EM 92, 2014 .✓ .. ` r- .1 �-^ - 3. Contraction ,� _ �_�1. n Joints s ' CONTRACTION JOIN T � 4oDo '`5- hail be sealed per the detail. _, - -::_ -c n {$- dmc:.. XYs �, 3-.,._ - ct•'a`-_'•X�.,'"'Y i• - - _ ��s_yY�r2- .�,� _ -Y"' i may, .' _ .�- -`;� *_ ."� ':77. __ - .� _ �; 3,�-` "_ `.� (15' MAX. SPACING UNLESS / , , , / j / ': j j j ; / j " ;REVISIONS {% . o _ OTHERWISE INDICATED IN PLANS) /��/�/\� �\ „.�\��\��\�� ` /\ . '. c <P _ � _ . . _ _..._ _ • `;_ rt, _'5."s'Y�.� z.,_' '. ,..!^ _ ,0 `. •6.: '-. . ' � . .. _ \ 6 Lime �\ �\ � =', • _ ,, � o \�\�\�\� tabirized Subgrade ��\�\�\� Revision No. Y�: gyp• a' - \ ,j T°86 _N\ 3» 1Q 9-30-2014 �• - . ;'�. Ii STANDARD CONCRETE PAVEMENT DETAIL 5 A 10-6-2o1g x.r w - 1/4" WfDE x 1" DEEP GROOVE . . - METAL KEYWAY PLATE SEAL W/ JOINT MATERIAL NTS . : . • ^. - r - A 11-19-2014 E. z - W/ FORMED GROOVE (SONOBORN SL 1 SEAL NT EDG ROUNDED TO OR APPROVED EQUAL 4 12-12-2014 . w 1/4" RADIUS i5" MIN. REINFORCEMENT 6" . - LSEERPAV ENT LAP ( ;MINE TYPICAL .. . 3' . -11 4 �� SECTIONS . ti - . . x '` - - 0 . . . _ Director Drawn By �id^y. cL- .. , - ~ :7r > �;.:_ '� - _ • X `^ 3�"i s+' �_ T..',�c"'1?lL "' st°r2_C'"' 7.t-�.."'x;.`•_3.c:a' - .e:aE . - � - �� '' '� c - .x: See Pavement f,� FQ - . r s � - ,� i r- O KRH �: r '. :z .�-w _ y urn �- . Detail - gt14 Bars C� 15' O.C.E.W.. - _.r-'' tt-ass. r.:. -i.:�i .:-; „_'? "u•' 1 . a++ •3 -i� ry ii .. :.,ce:<>,:�::._.-:-s - oar+; rs'`..�z N . _ ..0 .,-kl.:--.,r.,. _ _:, �'...�:, 1.^tih c-'f'}r'-'4+.,,. _• ,a, '�vg:v� ._•..:.+fir _ l- ' _ er r• _ Quality " ;. .1_ ...f•:-Ir-x✓r? 7+c:�' w, ..'-i ,sx y`N-. �r•s",._r �,�,' `'+2i_ . _ .4 Bars ®12 OC cps _ ,�_ Design Quad Control 00 PSI Concrete- . #4 Bars SECOND POUR _ : v . f JBE CJJ FACE OF BUILDING . _ .�:c - - . .•: 'TYPE 5 MOUNTABLE FIRST POUR - t-.TM- �� . _ xk_ r:.:5�.�•_m'?:,•s,:adsa..,m>,:tS`Y,. �,•��rz�. ' YiL��<,�' >,_1.:�^_-�' Z PrOr. Arch. REF. ARCH. DWG. .' . �... . ^n B CONCRETE MOW BAND: -1. CURB & GU17DR SE ON \/ /�/. ��/\\/;\!/\\//\\�,\\/\%\/ �/\ REF. PAVEMENT PLAN . . .. .. YY �+ YJ.L... �� \� \� \ 6 lame MEF • . . RET3AR TO E CENTERED IN SLAB \ \\ \\\ \\ I'll FOR CONTROL AND . .. . .. - . . NTS //�\/�/,\/�..\��\///\/Stab/ d S/bg,5d,,,,,/" /,\/�/\/ I . L NGITUDINAL JOINT EXPANSION JOINT LAYOUT MED. -q ' .. • • LONGITUDINAL JOINT SHALL. BE REQUIRED AT THE BROOM SEE GRADING RB .. .' PumM. n JW woa - 2=1 �. STREET CENTERLINE - .... . FINISH PLAN FOR c� HEAVY DUN/ CONCR . ETE PA NT DETAIL PROP. j Iq . . - . . . . _ . . , #3 REBAR IS . . . NTS . ELEVATION . . EX " I. - ... _ . . 'TO .0O • c� 1 s' Q.c. . . .. . (6' B.F.F. TYP.) - VARIES - g .. - - • . - . . DOWELED RB te r,. Saw cut to provide (see Ian .. _ .. . . - EXPANSION G� - . . plan) - . . neat edge ofexssting .. �� 3" , ,�V B f -s` .. . - Limit of Pavement Concrete SHEET TITLE 1» 2� JOINT QV�" �!)R curb. New Concrete Existing Concrete �� . � '\ -a'' Construction 4" Thick (Min.) Rein. . . for Asphalt Pavement 1. LAWN - R 5� - _`t Existing 12" -1.5% ua ,: .. . tll t t qi _ . �.r<._. 9 cold joint Concrete Sidewalk " -: �;:�� . . _ . ' e _,,p. r r_ Street/ Cross Sloe 2 . Clear min. 3 : a - K"' . ., -_ p SEE NOTE ~_ . . " . .. .. Q :.:. _ . -. - Drivewa ( Proposed Reinforcementt.�:. _t-, + Edge of Existin Y V PA [NG ..b. - >. � 2� MAX Drill & E ox Pro osed . .. �_ ,. . .. . ( ) See Detail . 4 r .. Field f P Y. P .�-Ar . .. Pavement _ _ = Y .. _ Reinforce e ' e •Y .0 ;1 - •cal^•vLi a:.• '.;:.•. _ m nt Into EXIS#In 'ii=`'•- r '-: PLAN. Bend _ .:� _... -=,~ _ >- w w__ i•: 9 .:.I... - - •x.. ..ate .,. - ,1• !:�. sr .i.:�.��, ,.». :.' " ac%.'.'•_^"'.. a+a.. M . tr:J _'tee^�:x:.: -<.i,e -st cTi�`�. _...,.... "cT _ ._ r.- . . `��j�` ..... ..a ._ -�:." -, n:,-...,.-.,>. Min. 9 De th Drill .�-�: .�;��i�,.� . s : •� _ Concrete ( K. ... - . : t `' �T, ' tt - a ^YF . z , r Y x . z.-. 4 t _ .�.- ...n.-r� K_t _ t - • .a? v%' •'x' w car . . - :- =�:` '' .•.,.-.- a.. .�:s'-- Match thickness TxDot 416 12 M COMPACTED �. - .. _ - ..-.. (Epoxy Y P ) , ;_,;�- u, �µ ,.� „.. _F. _,. . - :-r,,..�.-Iti :.::xr .� -_ 3sc. -.c �E„n._ .:. t:. - e .i. Yz''� 'w iiiiiiiiii rii /iui iiiiiiiiii:r.'-" :.i >.., . to existin o c ". - sue.-0. c n rete- = _ = _ YP Reinforced I--- i- SUBGRA - - - / ice' - ^P 4 >a • ti- .. ^ ..• as. ��;�3�• "• �-, ..,:�' ,...-.� . : w"r: Concrete @ •�:.� :� o cret _ -1 I ;� - I I-11 I-1 I I_I �--- � : = _+� �:�.,_ _ - �d��.�� 6 Base 95� STD. .<r " - . _•tiu...�:m:=. �' - ff !,] min. ;f.3-5_-- / / / / / �L.t,%'�•, ^-cx_ _-ti^,r«•- N?i ,•<i :n,t"'i r. ;' -.-.i F' •, ,�s-...^3 �� .Js!V.\.,•t,S'.a:ti� 2 3 REBAR ":, eT• *� ;Ya: e_� aJ;Fcit- ,ri',r t�., ,J! ,. v , 2 , c... y r_.• ,d # DENSRY ?z_ \. ! r _s _ _ r ..s t i x? -ems.... Tom= - y r , 6., LSSB " - - *r.• mac'- r•i•. •r••- i''a'7_. - - •as'G."S.: -:1 ac� ::?.. O .: "'�J, '?«... '• :,•f,-.s'-,:.,,x....... :'tar' 7 -•'"'C ux�y�,"'- 13 L.. 4'..:: rA: 6 - s. ..!,,OFF %.////��///��\`yy w_ - ;:::y,� >...,� �...- ="�a N• . ••�; - . ��.. 'i ' i ':. :+`Y+ i :. .., H Y.• " ': " •� -iT - ��i•=•CS•i�:. iel'v:c'�:w�.aA., - .. i ,:ss .r~~rrsi•; 'ti.,*r-e ;"it*i, -•. ri.. _1. •mot �.A:f,,.,r: .. �° � Leave 15 of rebar oft �\ # 9x,•,:.-.=u +::�.�: ��.,.. �.�:� -- - a: .. �'- . _ " � rr.= mrcr,,:- _ ::�'ca-:. «s c'.:'..: y+� � �. %L..:.'�" :9 .K`��✓-.. �ti "I. -removed curb and tre It to e / / - J •� r�x_ _ . ,. 3 r-r_ -F- 6 reba o t " •;� .� r he new c •. f urb 2 Cleo v :-�'� a Clear Coe '�~-_ Cover. Bars ® 1 -� 5. O.C. HORIZ. CONT. \, 2 Lime stabilized . .MOW .. . o's . . . . '� Earth . s - . .. . . _ - / ub bose ' or cement3 . ..'. .. .. .. . •. .. .., . . . , stabilized son . :: , 4 x 18 0 12 O.C. Drill and d . - . . . . TYP -C . . This Item shall E 3 CURB :0. 3 MOW STRIP - . • . 4 Grout mto curb (8 mm. depth) ( be included ded . CONNECT TO EXISTING CONCRETE DETAIL CONNE T - in the cost of the sidewal C TO EXISTING 'CURB DETAIL . . . k) oR NTS ,� F USE WITH CONCRETE PAVEMENT OR APRON . A_ SPHALT GO NECTIO TO - - . •NTS NOT A SEPARA l L.�t T .. •..tee-.i�•.r,. -SEPARATE PAY. ITEM .: • . .. - . . '. ..: nLD"F- MowSond.dwg . . ' NTS . .... • . ' . q �,„m .,4 _ .. GDNCRETE PA1/EMENT . .. . :. • .. .. � � NTS .. PLQI[E3T. 07 IJar 2014 - 2 56 pm CDN CRETE SIDEWALK NEXT TO CURB . EILFZJAME conerLcurb.dwg . . 1.NiS . .. . . .. . . - . PLOTTED:. 07 Mor 2014 -S7 m .. PLOq fID 04 149 - 11000, am FIli]LWE carneraa haft -cone dw 1 i' O . P .. I. .. . . . . . .. , 21 _ -6 P g 1. F1I1TT):D• Oct 2002 4 2 Pm �� v PAVING NOTES: . 1. SUBGRADE SHALL BE TREATED AND COMPACTED TO A MINIMUM OF 95 SMOOTH DOW EL BAR See detail PERCENT OF THE MAXIMUM SEAL W PA DENSITY A5 D EXPANSION JOINT DETERMINED BY T / O T MATERIAL HE for diom eter length � an d spacing ..:.. -,:s , _ = ,-_ :. -> �' : _ ry yyr/k:,,•i �••.:�`'r� �•.: r rs r ^qip cL ,. _ (GREENSTREAK G-SEAL 62fi QR APPROVED EQUAL) 3/4 "xf 8 ® " 9 P g _ _ .,�.� ,, ,,,i �,,`�, _ s r (12 O.C. for curbs & concrete pvmL MOISTURE/DENSITY RELATION {ASTM D1557) AT TO +3 PERCENT ABOVE ,.. _ ) ,� .�_ ,,,t; . ;„r r� ;�,e x•;,., „�; Install per Manufacturer Specification 1 ;t,�. :_ = v .>•.t.. `:.:.; vr,,. e= : _ 3/4" (/2"x18" ® 12 O,C. for sidewalk) ,•.�. - - - s - A' , si<, t'r ;; r` - _ ~ _ ;: OPTIMUM MOISTURE CO . �` - - ,- c _ - - CONTENT. y a- „�5 - - ,. y, ?^•.t BACKER ROD 2. INTS SHALL BE INSTALLED PER DETAILS AS - r-•, ,, _-. - - - •�6-fit _ _.xit0. - 7. rQ9~ "' __ _ 1 1 3 PAVEMEN O T C NTRACTlON JO �.�:._ �...:._ �- �.. ,. W ...:• LEGEND •d• ..w: -. _ -. �".�'trs"._. F'- e -. (> .. .Yv i :-i ` rc'C i '+5. ar r: . �n ,.i - D V w� SHOWN CONTRACTION JCiINTS SHALL BE INSTALLED BEIINEEN 2 AN 'fir. - (_ _ , ,:5� �;--„I -= v s �:- r� CENTER IN SLAB - �••'' .. ,, ,.• ��.x - ,, ;� See Pavement - Ic• ..sti.� i;a,u . ,,• - Lh a s ii ,7.__ _ �_Y w . r - (fit., q - - `aa' 4 Y�Jt S; 1'",i 1 - ." fi r 11 Q r J' - - - - W�� .. . ik- d I I- "I I �,- � 1,11 I .� ,0� - � Mt - . I , - . - .j ,,� �t / ..� . _., __:�� - . -�� v, . I �. " - ___�___ . . ... � . -1 - '. 1�=i: :a'a ra -:r •z.�74C.1.^ l '�i' r_. 2N'. . � . .. <u- -I--- . I . . .., . . � , I rDim . � ti i a. rs 1. i a. e_"_1f_- I :,i f. I l I - I D ✓,, _ _ _ ... __ .. I I I ----.I-- � .1, I . . .1 _. � � !:;`1 � . . I I �. I 0- .... -,a,,- . . . . . � � . . . . .. I � . t:aI I ,,. ...,f : pia-'�D I . I- '1!9 ._.. _ �� III I 'I . . 1. '. i �10, . � `/ 1 . - - I Z ��M . � I NOTE Contractor mu*st coordinate all private sanitary sewer service work with property owner prior to construction. Scheduling of service outage and location of new ser . vice line must be coordinated with property owner. Contractor must install solid sod in areas of disturbance 1A_ GEORGE BUSH DRIVE 2; 4 0 and install temporary irrigation once work is completed. Contractor is responsible for -,BEN M. DRAI :PIPE -7, , IN, assuring grass is watered regularly until grass is established. Once established the Nb� R: `4- temporary irrigation system may be removed. EX. 4" GAS MAIN R: `F1 R F �t, -NE�� EX. 4" GAS MAIN V L K 1A R C H I T E C T S `4 7777777Z] qa, 2 STA 5+00.00 Pv b". Fi6k. WL 'kPIP, . F� �!��TOOMESTIC-��WgEW.- EW-:-!SA CONNECT TO EX. 16" WL WL-1 STA 10+15.00 FDC CONNECT TO EX. 16" WL Agricultural and I PROP. 1 6"x6" M.J. TAPPING SLEEVE X - 1-6" M.J. G.V. & BOX UNII� ARCHITECT 1-8" M.J. G-V. & BOX X M Pg. PROP. VLK Architects, Inc. 16- F/L= 326.06 (APPROX) �;I. P.U.E 10 L.F. OF 6" PVC PIPE 1-16"x8" M.J. TAPPING SLEEVE (P College of 1 15' .... .. . ..... - n mu m" X 16- F/L 315.10 U) X 8" F/L= 326.39 F/ 6 L= 315.52 3N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UAI Ld P.U.E < R E--," 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 X, WATER LIN�_ 5 --------------- UJ Wn M)U 3NY1 3ai - - - - - - - - - - - - - - - - - - - - - - - - - EX. 4M _7___WCL arm 3Nn 3W 3Nn 3&A 3NI www.vikarchitects.com WATER LINE IDE, cr u F E HYDRANT X 16" CIVIL ENGINEER Z I LT:1.. d--., -1 WERUNE NC-2` PROP. EXISTING 4" ASSEMBLY 6* M .6n SERVICE TO REMAIN j SEE DETAIL SHEET FOR EMBEDMEW M. . (APROX) R 4 DR TBPE NO F-1443 Ly RE t:) I UKM Z r P.U.E IN PLACE t - 10' SANITARY SEWER �v NEW CLEANOUT f� Tt 0 > A PV C/O TOP=328.62 -7 77- 6 C (DR14 AWWA C-900) M 6" FL=321.45 2T Mitchell & Morgan, LLP < (MATCH EX. 4" S.S. FL) ISOLA U J �`-TEE F- I Ld kAik-�;To- __5SJ 3204 Earl Rudder Fwy S. r DOWNSPOUT AS SHOWN. < < College Station, Texas 77845 DUA" DRAIN TO D�YLIGHT -x6" REDUCER -8 P- 10 7-, TO E ZEN 111 EX 4" S.S. TO BE U) U) 1-6' STANDARD HYDRANT Main Phone: 979.260.6963 GROUT FILL AND 8' WA 7 ERUNE WL &1! ASSEMBLY WVVW.Mitchellandmorgan.com ABANDONED IN 8- PVC (DR14 - AWWA C-900) Li PVC SEE DEIAIL SHEET FOR EUBEDUENT 5_1 G R 0 U T F I L L A N D 0 ggg 49.01 L.F. OF 6" PLACE ME,' 26-ASTM D3034) W"I W CE PLA -Z7�� -_Z y 7,M 2 WowEX 4" S.S. 7� _ffi� ABANDONED IN _4-�777 4-1110 0 77.50 L.F. OF 4" PVC 106% S PE I N SET "All MEP ENGINEER EXISTING 4" SANITARY SEWER (SDR26-ASTM D3034) in - 0 @ -1.047. SLOPE MINIMUM EXISTING 4" Ai GROUT FILL AND MDMIIIIJ IN 1 C/O TOP=,329.00 SERVICE NITS SANITARY Estes, McClure & Associates, Inc. UJ W -PLACE 134...LF__-Or'EX, 4 . � 6" FL=320.93 SEWER SE SAN -.--SEWER SERVIC A 47N X 3608 West Way Tyler, Texas 75703 NEW 6- NOTE: REFER TO M.E.P. DRAWINGS FOR ALL TELECOMMUNICATIONS AND 11.76 LF. OF rOP=329.61 kSDR26-ASTM D3 FIBER OPTIC CONDUIT PLACEMENT ON THIS SITE. Main Phone: 903.581.2677 0 6" FL=320.81 @ -1.06% EX 4" S.S. TO BE U, _7� GROUT FILL AND www.estesmcclure.com ��: EXISTING I - ABANDONED IN EX. NR_9��, INTERSECT EX. 4" NOUT CONCRETE PAD FOR PLACE WYE WITH NEW RELOCATION OF EX. UTILITY og� SANITARY (3 FT. MIN. COVER) ULLANUUI % CLEANOUT I IRANSFORMER SERVING BARBARA SEWER SANITARY SEWER SERVICE (3 FT. MIN. COVER) (APPROX.I-DCATION) 114r-W ELECTRtCAL BUSH PARENT CENTER PUBUC \ I 1 -1 , � r_mu uIlir- FOR PROPOSED OVIERvi $1 saaAp.. 12-PM Inch r-30 -ft ----------- FEED TO BARBARA BUSH PARENT L --------------------------- J rF. OF 4 4 AND ME -27 SERVICE BY R BY GAS - i COMPANY %1 CENTER (BY OTHERS) kSTM D3034) NEW 3" GAS SERVICE 103 LEE '26-ASTM D3C .3" GAS OF INTERCEPT EXISTIN --i- - 32-93% SLOPE�am---� 1% L 4DE ;DR26-ASTM D3034) _-.11-- --- - 101---i- i�! AVE �% iND J CONTRACTOR F N EW 0 -1.06% SLOPE ANOU 1 'LEANO TWO FT u� -4 . ...... WAY CLEANO X[ PROVIDE - i TWO WAY C/O TOP=325.30 2_5 4/1 1: C/o TOP=325.31 5_9 C/o TOP=325.30 TO o I_L=15Z2,5O 4" FL=.322.50 .50 TO BE TRANSFOI E� 23.05 L.F. OF 4 PVC R�NMME�R P GENERAL CONSTRUCTION NOTES: (SDR26-ASTM D3034) NEW CLEANOUT STA 11 + 68.73 LL AND -8"x4 -25.28% SLOPE ABANDONED IN 1. It shall be the responsibility of the Contractor to verify the exact locati n of ALL existing underground utilities. C/o lov=,5ZU.b4 J. 7 EA' 1-8"xi I BEND "EXISTING 6" FL=312.62 Further -more, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any NLW CLEANOUT L 8 327. 7 excavation. C/0 TOP=327 27 EANOUT 7.71f__ 6. C. Contact Dig Tess 1-800-344-8377 -IC NEW CL C/O TOP=327.27 6" FL=319.73 b. Contact Luis Cisneros @ ATMOS 774-2506 6" FL=316.87 PUBUC RO SANITARY EX. SEWER LINE C. Contact Dan Augsburger .0 Suddenlink 846-2229 ELECTRICAL CONDUIT 6-SS GAS UNE 7 d. Contact Greg Burkhalter @ BTU 821-5770 BETWEEN EXISTING 5TORM e. Contact Mitchell Gas @ 779-4-460 E1141 ------ 711 6- J TRANSFORMER AND BARBARA A 12+ -8525 -72- f _L Z22. f. Contact Union Pacific Resources 0 775 G VA PRI BUSH TRANSFORMER 80.99 L.F. OF 6" Pv 83.43 L.F. OF 6" 9. Contact Richard Wallace @ Verizon 821-4752 __(S 61 95 LF OF 6" PVC SE 8 8 3 1.7 ��STA 14+10 71 D3034) REMOVED. DR26-ASTM NEW -CLEANIOUT (SDR26-ASTM D3OP3V4-C) ISTING MANHOLE 0 1.06% SLOPE C/o _T 0 -4.07% SLOF @ -4.07% SLOPE (SDR26-ASTM D3034) h. Contact Gilbert Martinez @ CSU (ELectrical) 764 W1 r- M/ H 312.50 Til- ND 8 OP=324.24 59.51 L F. OF 6" P) PVC (D I C-900) .6-SS 01- i. Contact Butch Willis 0 CSU (Water/Wastewater) 764-3660 Zie 1 8 x6" M. )UCER Of z-,-�r. � ; �1_ �_- . . . . . . SDR26 UT) SHEET FOR 1 4* FL IN =307.74 (GRO -ASTM D3034) I -FIRE RANT EMBLY `777: .... `2 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for _7 6' FL IN =307.68 (PROP) 5 3 29.54 L.F. OF 6" Pvc N @ 4.07% SLOPE Street Construct 0 ion, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design (SDR26-ASTM D3034) �P 1]5-47 C C 0 6- FL OUT =307.34 (EX) 0 10 Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated STA 13+3 o, 7 -1.06% SLOPE [6 -!F LT= 3:� 1 8" 51 B NC PROVIDE CONCRETE PAD FOR with the City of C.S. City Engineer. �5 8" WATERLI N E 1 13" 2 SEND UTILITY TRANSFORMER. EXI ' f� - 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from IIPORIRY 20.7�� -CON C TRANSFORMER TO BE PROVIDED the City Engineer for any substitution prior to Construction. Requests for changes should include product information and ROUTED. NEW CLOSURE, OADOBYL BY CITY OF COLLEGE STATION ING, 4 J an engineers seal where applicable. The contractor shot] be financially responsible for the engineer's time spent reviewing LOCATION TO "REMAIN TO Pf3OP D --4 ELECTRICAL DEPARTMENT i3,11 DURING,�:�_:-�, (SEE DETAIL -ON changes and redesigning based on contractors requests. .,SHOWN ON �_.,-CONSTRUCTION INTERCEPT EXISTING S Ll SHEET -EP7 �TA 13+9 S H E ET C4. 01) 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all 02. ELECTRICAL UNDERGROUND CONDUIT AND PROVIDE 2-4 al federal, state and local regulations. M. ELEC. CONDUITS TO NEW E -EXISTING 5. TRENCHING AND BACKFILUNG: All trenching and backfilling shall conform to the specifications set out herein. TRANSFORMER PAD. 1-8x-4 7, TRANSFORMER T, 1-4" GV>"OX Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due 8_�_4�L 322.63-, TO REMAIN IN LE PROVIDE FOUR PARALLEL to substandard work shall be at the expense of the Contractor. VLAGE 7 Structural areas shall include all sidewalks and shall RUNS WITH AMPACITY OF -1/2 TIMES THE AMP _J 1 STA' 13+ extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction M. EF 0 7 �1,\ RATINGS OF THE UTILITY x 1 6 Oxw -------------- -- TRANSFORMER PLUSTWO J activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and . ..... 322.1 8 L= MORE SPARE CONDUITS. procedures with the City of C.S. Electri ical Division. ............ (SEE ELCTRICAL RAISER .................................. Z DIAGRAM ON SHEET EP901) - - - - - - - - - - 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is EXISTING UNDERGROUND used. All materials and equipment shall be both furnished and installed unless otherwise noted. ELECTRIC LINES RR 8. The Contractor must provide construction staking from the information provide on these plans. (APPROX. LOCATION) *FIRE SUPPRESSION ISOLATION VALVE- FIRE SUPPRESSION LINES SHALL HAVE A REWEMED F 9. All soil exposed by construction shall receive cellulose fibermulch seeding unless specified otherwise on the plans. 1z, - - - - - - - - - - - LOCKABLE, TRAFFIC RATED LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL �,xx --- *�, 1,-I--��-1 - / \1 , , 'V . E "I I A E" % JJI 10. Trenches may be left open overnight if properly barricaded, 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private -Utility, etc. are not SUPPLY THE SAME PROTECTION AS THE AMP OR USA LL562 LOCKING LID AT A MINIMU DEC 18 2014 M. AN ALTERNATE LOCKABLE LID SHAH BE.APPROVED BY COI I EGE STATION separate pay items. The Price of the adjustment shall be subsidiary to t he construction of Sewer Line, Force Main, etc. UTILITIES DIRECTOR OR HIS/HER DESIGNEE. 12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon to adjust the location T/� of existing facilities. COLLEGE T_ _T' 13. The contractor is responsible for traffic control. This is not a separate pay item. ENGINE 14. Temporary spoil areas will be identified on site by owner. 15. Fire suppression lines shall have a lockable lid on the isolation valve. The 'lockable lid shall, at a minimum supply PARTIAL SITE .protection as the AMPro USA LL562-WA locking lid. Alternate lockable lid shall be approved by College Station Utilities Director or his/her designee. 16. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. 17. All storm sewer and sanitary sewer being constructed with this site plan is private. NEW CLEANOUT -7i 18. All dumpster enclosures shall be 12'x12' interior clear space with no obstructions. n C/O TOP=327.27 AY CLEANOUT -7 6" FL=319.73 )P=327.93 ;32-2.66 15 X: 7 7 IW4 o OEM I S 0 UAIL OU.01 L.r. Ur 4 I-VU gh Pt Sta. 1 0 .06% SLOPE 2 ALVE Z (SDR26-ASTM D3034) Sta. =1 0+ .88, Hi 1+11.24 High Lii F/L= 330.3� t. Elev. =329.01 'Rl 0 -5.77% SLOPE Z 330 7:1 330 C31 3 _J eflect Water U ..... Cun .3 FINAL 40' VERTICAL z, Rb =527.68 GRADES 21 'i 328 8" GATE --a Pb kJ*._iMuM_=AQ0 7 328 LOW PL Sta. 13+24.55 G1 4.828%. G2 2.752% FINAL 'RADES Ir r-7 160 WL L)w Pt. Elev. =320.65 39w 326 -326 LO 0 0 TWO WAY CLEANO T NEW C/O TOP=327.70 C/o 15" STORM DRAIN 4". FL=324.00 324 324 /Sta =13+35.23, 4" SANITARY 4* SEWER STORM DRAIN 22.67 LF. OF 4" PVC F/L 322.48 -ASTM D3034) Sta.=13+30.031 4" FL=322.66 TWO WAY CLEANOUT (SDR26 F/U=322.72 C/O TOPI=327.68 @ -3.73% SLOPE TWO WAY WL-1 STA 10+15.00 A.' CONNECT TO EX. 16* WL 4" FL=323.77 _F. OF 6" PVC 322 1 - 1 6"x8" M.J. TAPPING SLEEVE 322 1-8' M.J. G.V. & BOX -1.06% SLOPE.' -1 STA 13+96.78 1TVV 1-6' GV & BOX* NTtkCTA` -7 -1 STA 12+88.80 41.53 LF. OF 4" PVC - C/O TOP=327.01 UT WL WAY CLEANO 16".F/L= 326.06 (APPROX) 'J 7 8" F/L= 326.39 1-8"x6" M.J. TEE t-R> L 4 FL=322.95 WL 8" GV & Box .320 320 -ASTM D3034) 8" F/L= 322.11 (SDR26 :. !. -_.. - 1, " - - I - - -PO F/L= 321.77 - I* . �. .. /.. V I - . 1 0 0 -13.87% SLOPE 0 -7 7 7 - 777 16.59 LF. OF 6' PVC OIL 4* SAN. SEWER WL-1 STA 13+92.8 (SDR26-ASTM D3034). 0 R 'E), 1-8-x4" M.J. TEE 318 WL-1 STA 13+33.62 SERV. (PRIVAL 0 -31.03% SLOPE 318 NEW CLEANOUT NO WAY C UT 1-8"xll.25' M.J. BENE Stc. =1 3-1 1.09-.- 1-4" GV & BOX C/O TOP=326. 1 -8"x22.5! M.J. BEND F/L=319.40 8" F/L= 322.0 C/O TOP=327.0 C.F5, PVC L=320.56 13.30 LF. OF 4- -R P FIL a 8" F/L= 320.74 (APPROX) 4" FL=321.45 =319.13 (SDR26-ASTM D3034) 0 -41.41 % SLOPE 316 .316 0 001 00 -SS -SS 6 MR 0) 6 SS 314 in to ��D LIJ 314 c6 C14 C14 to 0 Z C14 C14 C14 .4 C14 C C14 I-N D t� -A LEANOUT NEW C 6.19 LF. OF 6" PVC NEW CLEANOUT _J 96 LF. OF 6" SOLIDS C/O TOP-326.50 :(SDR26-ASTM D3034-) C/O TOP-325 D3 .66 -3 -�l INTERCEPTOR DR26-ASTM 6" FL=318.27 0 -1.06% SLOPE 0 -1.06% Sl 4" FL=317.21 F(S 11+W -14+00 14+50 11+00 12+00 12+50 Er. 10+00 ...-10+501- 13+00 13+50 r H: V=30` SEE MEP DRAWINGS FOR SIZE AND DETAILS OF GREASE INTERCEPTOR, PORT, SOLIDS INTERCEPTOR AND OIL SEPARATOR WL- 1 PLANA PROFILE. INSPECTION V: :..1 "=.3', I NSET NTS..' STRUCTURAL ENGINEER Mdro Stmetural Consuhaft 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FOOD SERVICE FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.fcadesign.com Rrm fIF - 1443 0 1/19/14 ........................ ...... VERONICA J.B. MORGAN : ........................... ....... 77689 Ox,% G /ON UYAA) WY ISSUED: D5CEM 12,2014 REVISIONS Revision No. A19-30-2014 A210-6-2014 11-19-2014 12-12-2014 Director Drawn By KRH Designer Quality Control JBIE Cii Proj. Arch. PROJECT NO. 1405.00. SHEET TITLE SITE, UTILITY.- C4, 0-1.- COPYRIGHT 2014 VLK ARC:� PROP. t j 15' U.E P. n 3ari — WZ 3r! — San 3M! —.. 3Nn nac� wi 3uu �— 31n Sari' — W q U -- 2Pm 3 = 34YI 3 WATER LINE iM1.3M! 3IaYt Sari 3xn aw._�.3NY'I.. 3m � 3m 31w— — —' ��__� — — — 3Ri-- — — � � — 3aIW � 3ir� � — — 3aati-� �'. �iay7 _ 3! \. sb: _ ! 1 -1 I;a —i3o feet, U Ek J T RAT ti UPPR -S�bVARI LVE) SURE ' 1—B"x6" REDUCER STANDARD HYDRANT ASSEMBLY tea- t u P 4A!'-4•bd' $... FS3 0 3 2015 � COLLEGE STATION ENGINEERING VLKIARCHIT RCHITEC VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 www.vlkarchitects.com CIVIL ENGINEER Mitchell & Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 ain Phone: 979.260.6963 www.mitchellandmorgan.com MEP ENGINEER Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581.2677 www.estesmcclure.com STRUCTURAL ENGINEER Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FOOD FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.fcadesign.com arm F 144-3 — 11/19/14 ....:.............................:.... VERONICA J.B. MORGAN ....................................... 77689 Q ASS/oNAL �Nv r ISSUED: J U 26, 2015 REVISIONS Revision No. CO 1-26-2015 Director Drawn By KRH Designer Quality Control JBE CJJ Proj. Arch. MEF PROJECT• 1405.00 SHEET TITLE WL-1 REROUTE SHEET NO. C4mO2 COPYRIGHT@2014 VLKAR# E C T S �Li ZUS 01 3afl i_=_ GEORGE BUSH DRIVE Loort 01� IPT acm U Val. 9. 142 IIt--WL- mill 0 CAUTIONII FIELD �ERIFY OTHER UTILITIES IN AREA. NO Inc. rchitects TOPOGRAPHIC INFORMATION WAS 63.3 SY ROCK RIPRAP P�.� PROVIDED IN THIS AREk 18" NOMINAL SIZE M. 1960 West, Suite 214 Houston, Texas 77070 4 - S n 4 - S�-, PR P Main Phone: 281.671.2300 1'5, PU vvww.vlkarchitects.com I-, EL end 30" RCP to Creek with Im .5u 4:1 SEr. Open Cut and repair existing Holik Street. (Note: & Morgan, LLP 4* Existing utilites along this 'E -1443 are curren tly unknown) F =7+36. 17 3204 Earl Rudder Fwy S. Detention Pond Syste m -4 i ti College Station, Texas 77845 SEE MEP PLANS FOR SS -qu 12 LUWLINC.3 T/Box=311.12(APPROX) 30" FL ln=305-94 Main Phone: 979.260.6963 8" Al FLUIVYLINr J28 328 Sta. =0+01.50, www.mitchellandmorgan.com Junction BOX M As ffil T/Bo J, x=321.75 SEE MEP Sta. =3+58.17 PLANS FOR 12 7 -to. =3+zz.90, FLOWUNE INTO JBOX junction Esox J13-7 Grate Inlet 1-8 T/inlet=324.96 --FL=311.91 Sta. =6+40.79 24 In FL= 318.90 15" Out FL= 314.27 T/Box=325.18 cClure &Associates, nc. L 24" In FL= 318.47 ,324 324 I I Remove existing Junction 24' Oi t Box and replace with t Way 1 O' Curb Inlet 1-1 1 /3\ 24* Out FL= 318.80 318.37 4+00 Sta. =1+03.61. ?14 Sta. =2+22.24, Tyler, Texas 75703 T/Inlet 312.58 30" FL f In= 309.08 Main Phone: 903.581.2677 0 T/Inlet 326.56 Grate Inlet 1-3 Grate Inlet 1-5 + T/Inlet 326.94 www.estesmcclure.com 1 .130" FL Out=307.71 76 18- In FL= 321. 24' In FL= 320.04 'A J20 320 Sta. =0+06. 25 24" OL R= 321.26 Out FL= 319.94 =5+60 52, E Grate Inlet 1-1 . ....... let t-10 9 11% 011 I IiAffti M, rate in O T/Inlet=327. LF of 48" 15 Out FL= 124" Out FL= 311.37 T/Grate=315.32 HDPE @ -0.500 cn ISta. =24-0 U2 1, o SiTuctural Consultants 6-SS Grat 6 e Inlet I- T lnlet=324.72 J16 E. Loop 820, Suite 507 16 Hurst, Texas 76053 24" In FL= 319 INTERMEDIATE 37 cri Sta. 1 +76.44, 24" Out FL= .319.27 Main Phone: 817.284.8833 0 4= Sta. =0+45.99, Gr___ Junction Box JB-4 SCHOOL Inlet 1-2 T/Box=327.35 STM QWN CL X RCP (AMSM C 26.24 LF a 15" T/Inlet=326.00 24" In FL= 320.57 & PM (WR 26 ASM &VN) -2.130% 15" In FL= 322.81 PVC 0 4 Out FIL= 320 SEE MAL SHMT 18" Out FL= 322.71 312 RR swammair ...... . FCA Design, Inc. 2900 Wilerest Drive, Suite 290 78.24 LF of 12" Houston, Texas 77042 PVC 0 -0.500% Main Phone: 713.784.3212 1308 308 WWW. a esign.com to c14 SEE MEP DRAWINGS SEE MEP DRAWINGS TITI �2 0) N r- F_ M co FOR CONTINUATION OF 10.58 LF. OF 10" PVC INLE7 SIZING 9.4 STORM DRAIN LINES + + + STORM DRAIN LINES (SDR26-ASTM D3034) 0- 8" FL WITHIN THE BUILDING WITHIN THE BUILDING Inlet ID Inlet Selected Top of Grate =324.33 CENTER FOR OUT 1 O" FL=324.50 - DOWNSPOUT 4" FL=324.00 1-1 V-5724-1 (EIIW) 327.15 8. - F-L 8" FL J04 P U_ 14- b_ U_ L_ x45' 8 FL =322.75 =322-75 U) 1-2 V-5726 (EJIW) 326.00 6 DOWNSP 304 ALTERNATIVE LP: ARNING 0 0 C0 00 (D CF) to (1) C14 cli PVC BEND/ SEE MEP DRAWINGS FOR =322.50_____)ii 1-3 V-5712-ADA (EJIW) 327.01 Iq Lq 9 Lq Lq 1-5 V-5712 (EJ IW) 326.56 -Id- C14 cli co 00 in Ln N C14 DRAIN LINES WITHIN THE ;7) BUILDING 8"x45' 8 x45* 1-6 V-5712 (EJIW) 324.74 PVC BEND PVC BEND 8"x45F* FF=328.00 PVC BEND 1-8 V-5712 (EJIW) 324.96 0+00 1+00 89.93 L.F. OF 8' PVC - SEE MEP DRAWINGS FOR 39.06 L.F. OF 8" PVC (SDR26-ASTM D3034) 15.37 LF. 10" FL -ASTM D3034) 8" FL 1-10 V-5712 (EJIW) 315.32 0 -1.00% SLOPE CONTINUATION OF STORM (SDR26-ASTM D3034) 321 .57 (SDR26 27.38 LF. OF 8" 36.62 LF. OF 8" P DRAIN LINES WITHIN THE @ -1.00% SLOPE 0 -1.00% SLOPE (SDR26-ASTM D3034) =318.95 1-11 10'Curb Inlet - (SDR26-ASTM D3034) BUILDING --1.00% SLOPE 1-12 V-5712 (EI[W) 318.02 0 -1.50% SLOPE Pvc L DOWNSPOUT 10" 8" FL 8* FL 8" FL 8- FL 325.00 325.00 325.00 10.74 LF. OF 4" PVC *or approved equal =324.4 =322.75 -324.16 (S 4- F`L 0 -22.94% SLOPE I4"x45* FL n PVC BEND 10 " FL 8* FL 8"x45' 8"x45' =324.31 =3 =324.31 L=O 24.31 PVC BEND F/ PVC PVC BEND 1.36 L.F. OF 4 -AS (SDR26 1-M D3034) @ -1 9.36% SLOPE 8" FL 9.50 LF. OF 10" PVC 11.70 L.F. OF 8" PVC 9.50 L.F. OF 8- PVC =323.43 ) q. __MP_i1(SDR26-ASTM D3034) I(SDR26-ASTM D3034) 0 -1.50% SLOPE 0 -10.53% SLOPE 4" FI =322.00 REVIEWr-D FOP I 8" FL 9.50 LF. OF 8" VC L -ASTM D3 4]) =321.50 1 1 (SDR26 0 -5.62% SLOPE 8 '2014 COLLEGE ROOF DRAIN/STORM DRAIN CONNECTION DETAILS 340 340 Stu. =1+03.61, Grate Inlet 1-3 Sta. =2+22.24, Sta. =0+06.25 Grate Inlet I nlet 326.9 T/i 4 Grate Inlet 1-5 T/inlet=327.15 1 5" In FL= 321.76 T/Inlet 326.5b ut 24" In FL= 320.04 NOTES: 24' 0 FL= 321.2 5 ell L 24" Out FL= 319.94 Sta. =0+45.99, Grate LI J13 6 336 Inlet 1-2 TO THE STORM DRAIN T/inlet=326.00 Sta. =1 +76.44, sta. =,3+22.90, X OR INLET. 15- In FL= 3Z2.81 Junction Box JB-4 Junction Box JB-7 --CONTRACTOR SHALL FIELD VERIFY CREEK FLOWLINE 327.35 x=325.18 sacde: 18" Out FL= 322.71 T/Box= T/80 AND COORDINATE WITH ENGINEER FOR PIPE . ... .. 14 L=311.35 JJ2 24" In FL= 320.57 24 In FL= 318.90 I0 24" Out FL= 320.47 124" Out K BANK. 332 RIC SIORM Sta. =2+81.91, .7 F/L=311.32 F/L=311.29 ................................ Grate Inlet 1-6 Sta. =3+58.17 EWER VERONICA J.8. MORGAN ................ -7 Grate Iniet 1-8 S F/L=311 26 .. . ............. EXISTING T/inlet=324.72 T/iniet=324.96 Sta. =4+70.1 0 GRADES 24* In FL= 319.37 7761;; Grate Inlet 1-9 24* In FL= 318.47 24" Out FL= 24" Out FL= 318.37 T/Iniet=324.56 -7 J28 ST�� G F1 DES 24 In FL= 317.12 %L 24" Out FL= 311.37 . .. ...... 7 Sta. =6+40.79 36.99 LF a Remove existing Junction 54.62 LF of 69.83 LF of 0% 18" HDPE 0 Box and replace with -D EM 12,2014 -1.00 issu D: 24* HDPE 0 -1740% 1 O' Curb Inlet 1-11 -1.000% . ... ..... 324 42.81 LF of r 30" in= 3 56*37 LF of 12.58 T/Inlet 3 324 24" HDPE a 09.08 -1.000% 24* HDPE 0 37-70 LF of I-1.000% 24* HDPE 0 Sta. =5+60.52, 130" FL Out=307.71 Revision No. -1.000% Grate Inlet 1-10 108.93 LF Sta. =7+36.47 of 24" HPDE T/Grate=315.32 Junction Box 24*. In FL= 310.31 1 9-30-2014 0 -1.150% T/Box=311.12(APPROX) C 1130" Out FL= 309.81 -6-2014 J20 A2 10 30* FL Out= -2014 19 4 12-12-2014 T' 32.27 LLFF ------- Sta=0+15.59 F/L=313.75 4-0 L. ---- -- 30' FL ln=305.94 320 PROPOSED 6 SEWER LINE A .316 Director Drawn By creek. --Construct 128 LF. of Outfall to 24" HDPE 0 -1.000%. Open cut existing Holik Street. Provide 3O*x4:1 SET. 86.84 LF of KRH 24" HDPE 0 --1.220%. Quality Control Designer JBE cii J12 Proj. Arch. 312 MEF cq O) + V) 73.19 LF of �5 0 0 08 30" HDPE 0 405.00 'S'0�0+0 f 508 -PVC' 12 00 V) LL_ F1 =31 4.0 (0 to C4 to cf- -4- co -1-000% N in 11 Cq /3\ 6 6 a, C6 CO CO co N 0 0 e or unction IN _cq 0 to to " to 0 X 0 304 (0, . I L . I 11 I i2 I - Eli ILj rm Drain & U_ IL. 0 N N 304 Underground DETENTIONL POND' SYS.TE M B LOWU P Lon Detention Plan 38.4 [y of 30" RCP 0, Detention Structure Notes: V) U_ J00 - -2-000% L Detention structure requires the functional equivalent of 200 LF. of 48" Pipe plus 30 LF. of 48" Header Pipe. This structure may be constructed 300 using HDPE or Aluminized Steel. All joints shall be water fight 2. Detention structure embedment shall be specif ied and sealed by manufacturer's representative. in 0) The Header Pipe maybe constructed as a junction box or cast concrete header box. The concrete structure will requ e 8"thick top and bottom ir -7 -;S !;1 -, . . . I L . .1. . . . and 6" thick walls. All concrete shall be reinforce with #4 bars at 6" on center. Jointing details must be approved by the engineer prior to 01 r') F3 ft td c st on ruction. No access opening Is required in the box (this funWon is served by the grate inlet.) .4. The Grate Inlet ftinctions as an overflow should the outlet orifice become clogged. The Grate Inlet shall have a S'xS'grate set such that the top U_ 296 elevation is 317.97. The box shall meet the requirements of a Junction box per the BCS United Standards. The outlet orifice shall consist of a 296 1/4". thick steel plate with a 6" x5" rectangular orifice opening. The plate shall be galvanized and bolted into place over the Ir outlet pipe. (0 CO to to to to co CO in 10 in LO r- t� to r- N 7CALN MO 11 LMMES 0 Z�GRA VLK Archi. V 5 M 5 F. .19 779L1 F 6 tj r) n III) to LO -C� c� "i 03 0) 0 0, 0 0 co co to to to (D to to in U) to 0 L6 6 Ui a) to -0 to rn 0) M U) LO t It 4 4 . Ui 6 n fl) in ro n n n to r) to to ro " N EN " N N CNA " C4 N rn n n V) n K) to to PO r4 to to If NORMAL CURB LINE WHEN. TRAVERSE SLOPE' RECESSED INLET • CONCRETE GENERAL: NOTES:: 6' GUTTER 1. BASE THICKNESS AND FOUNDATION. gr, - - SHALL 'BEAS FOLLOWS: INLET DEPTH (FT.) BASE +sumr THICKNESS B" 24' APE M w 12 AND OVER -- _-----Ir 2: DEPTHS GREATER THAN 12' WILLI i REQUIRE 2 MATS.OF REINFORCING, k- 6 STEEL IN.THE BASE. THROATDETAIL 'SECTTONAA MIN. 6'-0" EXTENSION r�. .... — —.— — t i �� .r• i -b.: ri pnnrrnvr+wcnJ:w,v nv.-.v.•. n.v.n•,.w. .. ----• v...-a_. PLAN VIEW #4 BARS 6" O.C:E.W: STD. CAST IRON MANHOLE COVER. TOP OF CURB TOP SUM AND FRAME VTYPF �--- -- NORMALGUTTER LINE. /, )� DEPRESSED GUTTER t�4 BARS 12" O C:E.W. � _ ., r`-_-fir. •.._ _�,.� LINE SIDEWALLS & BOTTOM _ -� SLAB, EXTENSION: to TYP: 04 BARS IV O.C.E.W. INVERTSHAPING SIDEWALKS & BOTTOM CONCRETE FILL SLAB (SEE:NOTES I & 2) FLEVA7YON 28-DAY CONCRETE STRENGTH.. 3000 psi SEMONB-.8 -SINGLE RECESSED CURB INLET & CURB INLET WI -EXTENSION DATE WCS• UNIFIED. DETAIL NO.QIYOFCAI73 CESTA=N- GUIY OFUCwwm'1YAN AUG. 2012 STANDARD DEi`AIi Di-00: STRUCTURAL .BACKFIL' LAREA INCLUDES ALL•PAVED AREAS ((SIDEWALKS STREETS, ALLEYS, .DRIVEWAYS,,qAND PARKING AREkS-i) AND:SHALL EXTEND S. BEYOND THE CURB LINE:. STRUCTURAL. BACKFILL SHALL BE CEMENT.STABIUZED (OPTION NO.2 IN W4-021 OR EXCAVATED SOIL COMPACTED TO SK MAXIMUM DRY DENSITY AS PER Am Dos WITHIN OPTIMUM To +4% WET.OF OPTIMUM: :(OPTION:N0.1 IN W4-0?) BIC 01 PAVEMENT AREAS ORIGINAL GROUND OR BO?TONOFSUB-GRADE ' a• .'. o�... :SELECT MATERIAL: 0 0 0•:0 0,0 0 o MATERIAL EXCAVATED FROM THE DITCH, �o o n. • . -WHICHIS'FREEOF.ROCKS'LUMPS'CLODS, • ' • •D o o .-' •p ; R DEBRIS LARGER? THAN;tWO ACHES IN THE LARGEST.DIMENSION), COMPACTED 2" MIN. TO A MINIMUM OF.90S6'OF IMUM DENSITY BY ASTM DON ) AT.ADM STURECONTENTWITHI UMUMIMNED : NDE CTURAL TO %�O OPTIMUMU R N ' AREAS:(ie _YARDS, PASTURES; EASEMENTS_)__u _ 'AND PIPE O.D. - 8 TO A MINIMUM OF 989W.OF:MAXIMUM DENs17Y AS DETERMINED. BY ASTM D698 (STANDARD) (4" MIN,:UNDER : AT A MOISTURE CONTENT.WITH N OPTIMU TO . +4XOF'OPTIMUM:UNDER NEW STREET.: RIPE BELL) AREASANDSTREETS TO BE. RECONSTRUCTED; THE TRENCH BOTTOM '-PIPE..* COMPACTED CEMENT STABILIZED SHALL'BEGRADtD330 O D Il��--- 'SAND,•1-112SACKICY (PUGMILL AS TO PROVIDE. UNIFORM .. ONLY)- SPADE BY LIFT&INTO. -ANDCONTINOUSSUPPORT 'FOR:THE PIPE BARREL :PLLAACCEETO:FILLALL:VOIDS : -AROUND PIPE. •MANUALLY.. BETWEEN-SELLHOLES: :CONSOLIDATE ATOPTUNUM MOISTURE- . .• :..::: 'k PEMUST'DESIGNTRENCH DETAIL: STTE SPECIFIC FOR, HOPE•PIPE. HOPE PIPE IS!NDTTO'BE • USEWUNDER PUBLIC STREET PAVEMENT.. .. .... . :CEMENTSTABILUM SAND AS` :A MINIMUM WILLALWAYS. BE REWIRED.; _ ......... _ ...._...... _ .. ........... ........... .......... _......... . :BEDDING..ANDTRENCH FOR.,, 'REINFt3RCED CO.NCR-ET'E PIPE. C�rrsaF C•ta111=SrkTja: DATE' :BIOS :DETAIL,HD.: crt of: %sv. n.cauer�.try; AIM 2012 .UNIFIED :STANDARD: DETAIE; D3=03. ION MANHOLE FRAME(30'+DIA.) a _-4 _rt 126=DAY CONCRETE STRENGHT = 3000 psi #4 sARS,12'O.C.E W.. 6"TOP SLAB. 'SIDE WALI.S GENERAL NOTES: r 1..BASE TH16KNESS AND FOUNDATION. 'SHALL BETAS FOLLOWS: INLET DEPTH (FT.) SASE 3' MIN. EACH. SIDE 8' BOTTOM SLAB sun®weo� tie. THICKNESS 6. SIDE WALLS O�D� #4BARS B.O.C.E.W: 8'� BOTTo1V�(SEE NOTES i SLAB &-2) • 12AND _OVER ___ _-------12 2. -DEPTHS GREATER THAN 3r WILLREQUIRE SEMONA A. •2 MATS OF REINFORCING STEEL IN THE BASE' STORM. SEWER JUNCTION Box DATE DETAIL ND. �7f ( tm aF Bx x DICS:UNIRED C rry0o C,oumSma ox AUG. 2012 STANDARD DETAIL D1432 ':MACHINED SURFACE 3-13/16" 32' DIA 1— -.. 2=7M6" l a 718 2=.718' R 1-314' H.R.6 RODS :COVER SECTION PIGKBARDETAIL 33-1/4" DIA .32.3M6"'DIA 114" DIA 1-9N6" NEOPRENE GASKET 4412' a vass 7M8' », :2-9H8' 30'DIA ...6l1t3` 33-15fi DIA 403W DIA FRAME, S=ON BOYTOM VIEW NOTE: OF -COVER. 8TORM SEWER LIDSTd. BE USED FOR PUBLIC STORM • . SEWER -SYSTEMS ONLY. .. NOT TO BE USED'ON PRIVATE. :STORM SEWER SYSTEMS;. 1412'.LETTERI LETTERING ST BOOKMAN OLI RECESSED:FLI 0 GRATESHALL BE BICYCLE PROOF. PEDESTRIAN GRATES SHALL BE PI]V INSTALLED IN SIDEWALK AREA. b' TOP SLAB #F4 BAR5,12" O.C.E.W: SIDEWALLS _ O.D.+6'MIN: t t t 8" BOT OM WALLS --- IN STREETS:28-DAY — '• — • '— • --- CONCRETE.STRENGTH=3000psf1 , L6" SIDE.WALLs .4 BARS, B"'O.C.E.W.: GENERAL NOTES: BOTTOM SLAB SECTT0IVA A (SEE NOTES 1 & 2) 1. BASETHICKNESS AND:FOUNDATION. SHALLBE AS FOLLOWS: INLET DEPTH (FT.) BASE aeD 4 aawume: THICKNESS 12AND OVER _r _ _ _ _ _ _._ _12` 2.. DEPTHS GREATER THAN iT WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE: G RATE INLET DATE. DETAIL �.. I' CTnr of BRYAN WCS,UNIFIED CmroFCa�srxe9romw AUG. 2012 STANDARD DETAlL DI-03 MACHINED BEARINGSURFACE 24' i 2.9/4 � I" 314 COVERSECTION PICK HOL ,DETAIL :26. W DIA (2)_I' HOLES. 24-1/4". -DIA 9BBoo APART 22-IM' DIA 17 1S42-A »nos 2ti-T18" 31-716" FRAMESECT70N _B0=m VIFW STORM SEWER LIDS TO BE OF COVER USED FOR PUBLIC'STORM : i' LETTERING SEWER SYSTEMS ONLY. 1" LETTERING ,(RECESSED.FLUSH) NOTTO BE USED ON PRIVATE LETTERINGSTYLE. STORM SEWER SYSTEMS.' BOOKMAN OLD STYLE (RECESSED.FLUSH) VLKIARCHITECTS VLK Architects, lnc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main -Phone: 281.671.2300 www.vikarchitects.com ENGINEERCIVIL Mitchell & Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979.260.6963 www.mitchellandmorgan.com MEP ENGINEER Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581.2677 www.estesmcclure.com STRUCTURAL Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FOOD SERVICE FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.feadesign.com 4 1 _. . . SEAL WITH EXPANSION JOINT MATERIAL. SMOOTIi DOtiYEL BAR 1/4" R. 1/2'B x.18',12" O.C: . . N-1"r �4" (COATED WITH HEAVY. GREASE) �I 4" RECYCLED MATERUILL,,112" . 3' LONGMETAL OR PLASTIC CAP, . THICK AS:MANUFAC7URED: INSIDE DIAMETER TO. BE I118" GREATER BYJ.D. RUSSELL CO.01% THAN DIAMETEROF DOWEL BAR. CAP :APPROVED EQUAL • MUST BE LONG ENOUGH TO COVER 2" . OF DOWEL AND HAVE STOP SO END.OF CAP IS I: FROM END OF BAR. SIO.EWALKE""HON& CONSTROC7'ION.TOINT NOTES: I, SIDEWALK PLACEMENT SHALL BEIN ACCORDANCE WITH BICS.UNIFIED SAWED OR FORMED, DESIGN GUIDELINES. 118"TO311 - SEAL WITH EXPANSION JOINT MATERIAL, MIN. 2. FINISH: LIGHT BROOM FINISH. JOINTS 3I8" RN TO. BE TOOLED I" DEEP ATAN 1NIERVAL.EQUALTO THE:SIDEWALK WIDTH...EXPASIONJOINTS A 40' O.C., CONTRACTION JOINTS 4'C. .. ' 4" .3.. DOWEL IN AND TIE TO. ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK !DRIVEWAY INLET BOX, CURB, JUNCTION l�OX, ETC.) WITH #3 x 12" BARS 12' O.C. OR �4 x 12' BARS. SIDEWALIC`CONTRACTION IOINT aw C. 4. COMPACTION: COMP* ACTED SUBGRADE MATERIALCOMFACTED.TOA DENSITY AT LEAST.98'%OF MAXIMUM DRY p DENSITY AS DETERMINED BY 'II. PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OFTHE OPTIMUM T-"MIN. MIN: I M015TURE CONTENT 5'-0" -�}� VARIES: S: A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BYTAS AND ADA.SHALL . I T �- 2% MAX. I BE PROVIDED FOR ENTIRE LENGTH OF n �%. I. SIDEWALK. - y:.'•.;,•: SEE NOTE 4 03 BARS' 12- O.C.E.W. OR ` 2B-DAY CONCRETE STRENGTH if4 BARS:@ 16" O.C.E.W _.3000.ps1-(4"THICK MIN.): SEE'FLNISH.NOTE ALONG LOCAL STREETS. 5' CONCRETE SIDEWALK ` ._ .::1:..q��.r 1 . .. 9L:,- I I�. DATE (L3lCS UNIFIED DETPR N0. (}iYOF STATM. CITY ol<`l3�tW AUG. 2012 STANDARD DETAIL :SW1-02A >La,Mrm GENERALNOTESIPAVERS) . FURNISH:DETECTABL.E WARNING PAVER UNITS MEETING ALL REQUIREMENTS: OF ASTM 0-936, 04-N3. LAYIN A -TWO BY TWO UNIT BASKET WEAVE PATTERN OR'AS.DIRECTED. LAY FULL -SIZE -UNITS FIRST FOLLOWED SYCLOSURE UNITS CONSISTING-OF.AT LEAST 25PERCENT.OF A FULL UNIT. -CUT . DETECTABLE WARNING PAVER UNITS USINGA.POWER SAW.: NO.3:REBAR AROUND PAVER INSET : ' DETECTABLE. WARNING PAVER WITH 'EXPANSION JOINT - TRUNCATED DOME SURFACE - AS REQUIRED . 1' MORTAR 'BED - SHALL CONFORM TO SIDE FLARE APPLICABLE SPECIFICATIONS r ' . CONTROL JOINT PERMISSIBLE. . 16=2-=s=-== -_- MIN:4' No. 3 REBAR AT `8 (MAXd) N-CENTER. CLASS'A CONCRETE - SHALL: CONFORM. TH W YS TO APPLICABLE SPECIFICATIONS . Z=0NA A . .z .Q :a :��F LANDING .21 �u°iWE .111 wKE { I I I _ f .al. D�C•I•ABLE.WARNING P TRUNCATED PAVER U CATER . .... _�1/8" Z•g1g-: . DOMESURFACE: ... - 4'.MA)L AND:USUAL _.___ _ _ -. --. O. -O O O I' .. e- 4w `O ,O 2' a 11 : SIDE FLARE O' 0. : I. 1 / I,gw •:{IYP) � _. � 8w �__FAQE. :DEMACTABLE OF CURB WARNMG TRUN..CA=- .DOMEPATTj'.RN ......... CURB RA?btP PAVER - :: DETECTABLE' WARNING PAVER I. N OPTIO AL. 4. .: .. ' ::...:.. .., C rsrvr:)l ax :DATE AUG.2012: ] .O/ .�.:IiNIFIED. STANDARD DETAIL DETAL.NO - I.- - SW2-03. _ d'fY.OF(•:O1liF.$TAt70N n.c d,•A,,,o j I r W-,� ', . AwAflf A& �� VLKIARCHITECTS I FOOD SERVICE & VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 www.vlkarchitects.com Mitchell 81 Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979.260.6963 www.mitchellandmorgan.com r ENGINEER Estes, McClure Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581.2677 www.estesmcclure.com S7RUC'TURAL s Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.fcadesign.com ... ... �. .. .. � . ... .. '. ... . . . ... . . , - , I * . . . . : . . . - . . ... .% .. . . . - : . . . . ..:. * .. . .. - I . . .. . . t . a - . . . . . . . . . ... . . .. . . . . I . - . . . . - .. . . ... . � . . .. . . . - . . . .. . . . . . . . . . . .. . . �._ . . .. I * , . . . � . . . . .. . . . . . .. . . . . .. . . . . .. . .. . I . .. . W , - . . . . . . . I . , : . . .. �. . . . .. . . . . . . �.. . . . .. . . . . - 0 . . . CROSS SLOPE Z' VLKIARCHITECTS I FOOD SERVICE & VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 www.vlkarchitects.com Mitchell 81 Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979.260.6963 www.mitchellandmorgan.com r ENGINEER Estes, McClure Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581.2677 www.estesmcclure.com S7RUC'TURAL s Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.fcadesign.com ... ... �. .. .. � . ... .. '. ... . . . ... . . , - , I * . . . . : . . . - . . ... .% .. . . . - : . . . . ..:. * .. . .. - I . . .. . . t . a - . . . . . . . . . ... . . .. . . . . I . - . . . . - .. . . ... . � . . .. . . . - . . . .. . . . . . . . . . . .. . . �._ . . .. I * , . . . � . . . . .. . . . . . .. . . . . .. . . . . .. . .. . I . .. . W , - . . . . . . . I . , : . . .. �. . . . .. . . . . . . �.. . . . .. . . . . - 0 . . . CROSS SLOPE Z' 29t_MDL 1 �:: W . - w - IL I � �I CROSS SLOPE: D CROSS SLOPE. 2%704% . SIDEWALK ' 2%.MAX:, I%;M1N :::4 . I -.. 1 PA - ! t'..,f/ t- YJ' < i../J. /�. VEIMENT �./: \ 1. .. t f(S• ��:`tFtk�`. [[II Yt- .... ,--, t/t;LJ �'1�+r . ._ .. :CURB.' .�'Li., i.k: �. f. eli:::t t.lL 1 _ :. I L=_.,_,. . �1� ,., ., . �I - Ms;,.-� �..�...III� ._. . _4, �.. ;I,�:, -, /ri1Y/A`, ,/`i:l'i\ i�74 t' 1.�1 Y ••Yo/.-, .. :B' TYP.. :r rl' ..�a: ... . NOTE::: :THIS DOES NOTTAKE INTO ACCOUNT DRAINAGE. . . REQUIREMENTS =BERMS MAY. BE REQUIRED - . .OUTSIDE OF -THE SIDEWALK; - 4 .Z 5`:x 6' LANDING- .. _q .dI-n . Q: :� . w .o a . m ma .:-+Er--- .:_ :LV YY G: SIDEFLARE 1:I0SLOPE: . MAX -' ...... . . (T,rPlcxy . FACE OF 'CURB _ .. :r (TYPICAL:),. A. 4` RAMP WIDTH 6' (TYPICAL) . . ;(TYPICAL) . ....,..::.. TYP_I , AMBULATORY . :. ::. ; :.: ::: . RAMP WI •FLARED WINGS .. - I. Cmr cslr:.i3k�tAN :.DATE.. .... .. . AU6.2012" . _ .......: ;..18105 UNIFIED, - -.STANDARD.. DETAIL DETAIL':NO.: SW2-02 .... .:: ... Otr0t , ..amrh TbTIOY n.a.ee� t :SEAL WITH EXPANSION - 1 . " AA 1'. SMOOTH:DOWEL'BAR: 1I4':R. 1re.0x:18';12'O.C: (COATED WITHNEAVY:GREASE) 314 1 r 4• . -. RECYCLED MA?ER1AL,.1t2' 3" LONG METALOR PLASTIC CAP. ..... THICK AS MANUFACTURED`: INSIDE:DIAMETER TO BE IMO'-GREATER 1. BYJ.D. RUSSELLCO.OR " THAN DIAMETER OF DOWEL BAR. CAP APPROVED.EQUAL. MUST BE ENOUGH TO COVER 2" OF DOWEL AND HAVE'STOP. SO END. OF. CAP IS t":FROM END Oi: BAR. iYLOE.W,UX.�:� PAS,,N,SIO-,V&-CO,IVSIRUC,-HO..iVj'OL47' SAWED OR FORMED, NOTES: 1I8"T03H6": SEAL WITH EXPANSION: JOINT MATERIAL.; MIN. 1,: SmEwALK PLACEMENT SHALL. BE IN ACCORDANCE WITH BIDS UNIFIED 318" R. DESIGN GUIDELINES:. -' •• 2..FINISH: LIGHT BROOM -FINISH. JOINTS . TO BE TOOLED! DEEP AT AN . _ , .: - 4 INTERVAL EQUAL TO.;�INTBIDEWALK , - WIDTH. EXPANSION J 0 O.C:, . . ON CONTRACTIJOINTS @ 4' 0.0 • 1 : 3 DOWEL IN AND TIE TO ANY.CONCRETE -'-'STRUCTUREADJACENTTO SIDEWALK'. DEN� I IX COh'7 ACT10ArJjOTNT (DRIVEWAYONLET BOX .CURB. - . 1. JUNCTION BOX: ETC.) WITH 93 x 12'- #4 BARS 12":O..C: OR X 12' BARS. :� . (E118':� C. 1. . :! 4. COMPACTION: COMPACTED.SUBGRADE - W-0" MIN::: MATERIAL COMPACTED T O A DENSITY 6'-0" . VARIES --y .AT LEAST'SWA OF MAXIMUM DRY - . DENSITYAS DETERMINED BY . - ' PROCTOR COMPACTION TEST ASTM .e-•:2%MA)L - ._. - ; 06$8: 5TANDARpj AND SHALL.BE. .. 1`7 T . .. • . _ , • - . 0.4% WEr.OF THE OPTIMUM inq. '-. ' : I MOISTURE CONTENT:: .� - •7.. `:SEE NDTE 4. 5- A MINIMUM Ct.EAR PEDESTRIAN WIDTH . AS'DEFINED BYTAS AND ADA 5HAl L .. BE PROVIDED FOR.ENTiRE LENGTH:OF • SIDEWAL.K . 11 . . . #3BARS 1rOC;E.W.OR 28ZAYCONCRET'ESTRENGTH :048ARS. 78 0C.E.W.: =3000Pd"THICK'MIN.) SEEFINIS .NOTE lI.ONG_fi�1TOR_OI;LF.L?'ORS - L1 DIRGER W CONCRETE .SIDEW,ALK: 4I- , ..... .��I:.1 1 .I: �.....9-. . ...-�-. I'l ': ,_ DATE DETAIL .ND.: Crr+r.UK,. -1---- B/CS:UNIFMD:. .. QPPOFCOta}=►:$gAT[oY. .... n.c..etr A .,w AUG :.2012 ' _STANDARD DETAIL. SWI42B _ . _ . .. ... ... . ..__ ._......... I ............. PF.AFSri'HIAN FAG)ITiF. .. _ ..... _ ............... GEl�1F:RAL OTES: . ... ... _ 1..:•AttI"4_%UnPESARFRRAY MAl1AWARLF:?OIELEAST ;POSSIBLE SLOPETHAT WILL STILL-DRAIIN.PROPERLY SHOULD BE USED. :.ADJUSTCURB RAMP LENGTH OR.QRADE. OF -APPROACH SIDEWALKS AS DIRECTED.. ..._ :: ... - , 2.: LANDINGS SHALL BE'A5' X V MINIMUM WITHA:MAXIMUM . . "�SLOPE'INANY.DIRECTIOIL . - _: . _ .. . .. 3.- NIANEUVERING'SPACEATTHE BOTTOM OF CURB RAMPS ""SHALL BEAMINIMtNll.OF4'X4':WHOLLYCONTAINEDWFTHIN THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL:. YEHICULAR.TRAVEL:PATH. ..... .. . . . . .. . - :4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND : :: :CURB.RAMP LS.2%. b..CURB.RANIPS WLT1iRETURNED IXJRBSMAYBEUSED ONLY .. . WHERE PEDESTRIANS WOUL:DNOT:NORMALLY WALK ACROSS THE RAMP; EITlfER BECAUSETIiEADJACENT SURFACE IS ". ..PLANTING OR OTHER NON-WALKING:SURFACE•.OR: BECAUSE THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED: OTHERWISE.' PROVIDE'FLARED.SIQES. . 16..:ADDrMNAL INFORMATION.ON-CURB RAMP LOCATION DESIGN.:UGHT-RELECTIVE . VALUE AND TEXTURESAY'k . :FOUND IN THE CURRENT EDITION OFTHE TEXAS _ ACCESSIBIL1Tx STANDARDS:(TAS) AND.16 rAC"ss.102: ... 7. TO SERVE EDESTRIAN REFUGE AREA- THE MEDIAN .:SHOULD BEARTANIMIUM:OF:'W WIDE :MEDI;Wii SHOULD.BE DESIGNED TO PROVIDEACCESSIBL:E PASSAGEOVER OR THROUGH THEM. 8. 'CROSSWALK DIMENSIONS OROSSWALK:UARKINGS AND STOP-BARtOCATIONS -SHOWN SHALT BE -AS ELSEWHERE IN THE PLANS: -AT-INTERSECTIONS WHERE CROSSWALK - -MARKINGS ARE.NOT:REQUIRED =CURB'RAMPS SHALL.BE - !ALIGNED WITH THEORETICAL CROSSWALKS, OR AS . DIRECTED.SY-THSENGINEER.: .. ... - 9. -.EXISTING FEATURESTHAT:COMPLY.WITH TAS MAY: REMAIN: . . 1N PLACE UNLESS OTHERWISE. SHOWN-O, NTHEPLANS. -10.:.'HANDRAILS ARE'NOT:REQUIRED ON CURB:RAMPS. -PROVIDE - :CURB RAMPS WHEREVER ONACCESSIBLE ROUi'E CROSSES,; . _ ..... IPENETRATES)A CURB.: 11 .SEPARATE CURB RAMF:ANQ LANDINGS'FROA1 ADJACEN i` " 'SIDEWALKK ANDANY OTHER.ELEMENTS WITH-PREMOLD OR : ` :BOARD.JOINTOFW4":UNLESS OTHERWISEDIRECTED:BY. -- . 7HE ENGINEER . .. .. .. .. -. . •12.-PROVIDEASMDOTHTRANSITONWHERETHECURB_RAMPS . . CONNECTTDTHESTREET.: 1S,:FlAREBLOPESHALL`NOTEXCEED iO•,6:MEAfiURED'ALONti.: .CURB Li -NE.- . ........................... . ............................... I ... . ................................................................................................................................... I........... I ............................. ..._. . - . .. _ . ..... . ., GENERAL .NOTES FOR I . : .: ; :: :SIDE�NAL K CONSTRUCTION ::. :. ..: ' • . .. ... ... 11 ' Crrr.CK 33iy.- i DATE . .: i .AUG. 20.12 DwS YNIFIED STANDARD -DETAIL . DETAIL :ND. __ .. SW2-6N: �. 1 k OTC 311(0 STATION. ,,,c"em m, . -DETECTABLE WARNINGS . GENUAL.NOTES: 1. -CURB RAMPS MUST CONTAIN'A DETECTABLE WARNme SURFACE THAT CONSISTS OF RAISED TRUNCATED, . -DOMESCOMPLYING.WITHSECTION4.29OFTHETEXAS . ACCESSIBILITY STANDARDS_(TAS). THE SURFACE -MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, - :INCLUDING SIDE FLARES. FURNISH DARK`BROWN OR 1. DARK RED DETECTABLE: WARNING SURFACE ADJACENTTO 'UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE .IN THE PLANS. . . .. :Z.DETECTABL.E WARNING SURFACESAUST BE SLIP, RESISTANT AND NOT ALLOW WATER TO ACCUMULATE.. 3..ALIGN TRUNCATED DORIES -IN THEDIRECTION OF : PEDESTRIAN TRAVEL WHEN ENTERING THE STREET . 4.-SHADED AREAS ON SHEETS 3 AND 41NDiCATE THE :APPROXIMATE LOCATION FORTHE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. . 6. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF :24" IN DEPTH IN.THE:DIRECTION OF:PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR. LANDINGWHERE THE PEDESTRIAN .ACCESS ROUTE ENTERS THE STREET. 8. DETECTABLE WARNING SURFACES SHALL BELOCATED SO THAT THE EDGE NEARESTT'HE 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. . DETECTABLE WARNINGSURFACE a z a Wo LANDING w duo --� h - .. X/'� r.I...Q " . .6 Z :** 0 0, Q.O 1? :C bF _.w. AND USUAL cir. o•.a. :i13 0 0 4:Q:i7..: .1 Ci.:o: _1C1 6" MIN:. FACEOF CURB 10' MAX: . . .. . . . .. _.. .... 'TYPICAL PLACEMENT1. OF DETECTABLE WARN[h1G SURFACE ON LANDING ': AT STREET EDGE . C*_Or .i -1. DATE DETAIL ND Crrsr o1r IDLYax AUG. 20'!2 dSICS.UNIFIED ]:CrrrorGDuz=S'rAmcm ,,,a",z&7kwj • STANDARD DETAIL. SW2-00 _ CROSSWAL&S THECITY OF BRYAN'S PREFERENCE FOR MARKING CROSSWALKS IS THE:LONGr UDINAL (OR -LADDER- MTHE CITY OF COLLEGE STATION'S PENCEISTHE7YPICAL'TRANSVERSE-STYLE; HOWEVER, IN THE NORTHGATE AREA ADJACENT TO SCHOOL OR SCHOOLZONES AND DEFIER HIGH PEDESTRIAN CROSSINGS. Wk LONGITUDINAL (OR "LADDER' Wnn.;P.IS PREFERRED.: DEVIATION FROM . THESE PREFERENCES WILL BE ALLOWED ONLY WITH THE APPROVAL OFTHSCITY ENGINEER.: -THE LONGITUDINAL STYLE'MARKING SHALL BE:24' WIDE AND FEETIN LENGTH SPACED 484NCHES . ,APART. THE TRANSVERSE .WkINesSHAL.LCONSIST •UFTWO 124NCH WIDE LINES SEPARATED BY 6-FEEr . :OF UNMARKED PAVEMENT.: ALL CROSSWALKPAVEMENT IMARKINGS:SHALL ALWAYSMEETTXDOTS SPECIFICATION FOR TYPEI MARKINGS -UNLESS :OTHERWISE APPROVED . 13Y THE CITY ENGINEER. . ADDITIONALINFORMATION ABOUT CROSSWALK:MARKINGS . CAN BE FOUNDJN THETMUTCD. - CROSSWALKS Wn'H BRICK PAVERS, STAMPED ASPHALT, .STAMPEDOONCRETE ETC., SHALL ALSO REQUIRE ... RETR0REFLECTIVE� iHERMOPLASTIC "TRANSVERSE. . . STRIPING: I � I . I I . � I I I . . . � . I . � . GENERAL "NOTES FOR: CROSSWALK S . ; . ( nATE DETAIL N0. Wes U CrrV0VC01l. GFSt•A"0V: NIFIED C17y6l+BxY" AUC. 2012 STANDARD DETAIL. :SW2=GN-2 a.r_ z&rAwjw . . DETECTABLE WARNINGS GENERAL NOTES: I. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING S. DETECTABLE.WARNING.SURFACES SHALL BEA MINIMUM: SURFACE THAT CONSISTS OF RAISED TRUNCATED OF 24''IN:DEPTH IN THEDIRECTION OPPEDESTRIAN DOMES COMPLYING -WITH SEC�TIIOO)N 4.29 OF S TRAVEL,AND EXTEND THE FULL WIDTH E B . MUST � WITH E PEDESTRIAN ACCFR�S' RS CONACCESSIBILITY RAST VISUALLY ADJOINING -SURFACES * R�EEENT THE INCLUDING SIDE FLARES. FURNISH DARK.BROWN OR DARK RED.DETECTABLE WARNING SURFACE ADJACENTTO DETECT 6. DETECTABLE WARNINGSURFACESSHALL BE LOCATED LOCATED UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE SO THE EDGE NEARESTTHECURB LINE :MINIMUM OF 6' AND A MAXIMUM OF 10" FROM THE IN THE PLANS. :EXTENSION OF THE FACE OF CURB. DETECTABLE 2 DETECTABLE WARNING SURFACES MAST BE SLIP.. WARNING SURFACES.MAY BE CURVED ALONG THE RESISTANT AND NOT ALLOWWATER.TO-ACCUMULATE. CORNERRADIUS. . 8. ALIGN TRUNCATED. DOMES IN THEDIRECTION OF 7. ACCEPTABLE PAVER MATERIALSHALL BE CLAY - PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. VITRIFIED POLYMER:COMPOSITE, PRECAST POEM MER . - 4. SHADED AREAS-ON•SHEETS 3 AND 4INDICAT'ET'HE CONCRETE; AND CONCRETE. - . APPROXIMATE LOCATION FOR THE DETECABLE WARNING. . SURFACE FOREACH: CURB RAMP TYPE. 1. . Q z �. LANDING cy"' 00 .DETECTABLE WARNING SURFACE DOMES TO RUN PARALLEL TO PEDESTRIAN TRAVEL) � / 4" MAX F AND USUAL_ ZE 4 a FLARE 1 ' - 6':MIN. FACE.OFCURB . 10' MAX: TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN C[ry. o>: SteN DATE WlCS'UNIFIED DETAIL ND, 110-a y0FCou}=S`rA•nOv. „.C-dz& m,,,,�. AUG. 2012 STANDARD DETAIL_ SW2-01 CROSSWALK DIMENSIONS, CROSSWALK MARKINGS, AND . ISTOP:UNE LOCATIONS SHALL SO SHOWN ELSEWHEREIN. 4, 'THE PLANS.- **VARIES :3' 'r ,), .GREEN SPACE + ;r 1. A. .i."I- . .• . 6. SIDEWALK '.. �. , a ai s . . . a, 4- _t I ..- I 0i i21 :DETECTABLE \ I�, 'ROPERTYLINE: \ -- _ SURFACE ` I0. _ 1P \ .. , N 6. �a .. 44 ; + " # 27 (10' CURB:RADIUS) - •... .• ► • '. *.; . • 21:6' (20':CURS RADIUS). • - • = ' .►• .. . 18.F (26':CURB RADIUS) . •FQ N • .. w t . 'y- moss SLOPE NOTTO EXCEED ` E w Zit ORSELESSTHAN'1%ONANY W PORTION OFRAMP OR TRANSITION. � .m (9 TO STREET: . . 4 I. • . .. . S 13' . 5/6'; SIDEWALK. AMBULATORY' :: . M�P AT STREET INTE ECTI RS O W.. . . .. :DATE DETAIL NO.. t31C3 UNIFIED .CnYOF.ColrrsF STAM0V Crff oF.BKXA'' AUG.. 2012 „ r..e1 ,7-j ' . STANDARD DETAIL SW3-00 CURB:RETURN RADIUS+2' . CURB RETURN.RADIUS.+2' w o: ;CURB RETURNRADIUS _ I'.6' :O : p CURB RETURN RADIUS '-3" o I- F z ACCESSIBLE RDUT E (4' MIN.) tF-.Q .p I. ACCESSIBLE -ROUTE 4'MIN.) (- IL _ L? (OPTIONAL) . ... 30T E :.a a U (OPTIONAL) .. . NOTE 3.••,� NOTE . .-NOTE 3 .. . 6 ..._.. - . .... . .. .. . _I. 3. 6. . .. 1 Im . -, 4. . rvoc"nM.rniktr_rnrlMI tAI LONGITUDINAL. -1114' . SIDE..STi;EET W16TH, :......i. .. 1 � r - . . V THICK CONCRETE . la'[" ((28'DAYSTRI JGTH�: . xWMAINTAIN:2%MAX � 35W Ps .WITH $4. BARS AT18'�O:C:E:W.-WITH 7 CROSS SLOPE: S' L55B TO 2'. BEYOND: . Rt1A.TURE' . BACKOFCURB .... . ... . .- ., .' ... ". k .. • . BACK:OFCURB• . . . . .......EXPANSIONJT; .. . - .. . ' -I i 2S.':RAD:(IWIN)` . SMOOTH DOWEL BAR,: . 112' 0:X:18' WITH:rAP . . . . .. TE:.D.: . . t , 1 12' O.C:. (COATED. • H HEAVY' GG REASE): is • : LONGLTUDI. - '-• NAL ! RAMP' CCESSIBLE • :. JOINT' . .. • (SEE RAMP DETAIL) ................................ . . .................. __.. . • L ------__:_--_------------ a _ ........... . CCESSIBLE ROUTE''. - - ------ -.- - -t----------- -- ' i .. . POINTOE . .... ' .:.- . . i . .... . .. . ' TANGENCY .. ! �) .. ' • . . . EXPANSION:JOINT- CTYP:): : .. • SEAL WITH APPR ED EXPANSION JOINTMATER(AL . • ..::...:... ........ . . . .. . .. '...................:.. TYPICAL STREET . :. .: CONCRETE .APRON'. ,,... ..:.... _. .-.I.-. � or ]Biy,61 :DATE AUG. 2012 taltcs UNIFIED .' STANDARD. DETAIL j,. of AIL W. ST2-0'1 '.::"= .. • ...._. . QTYafCotSrA1TOY .1. VALVE EXTENSION TO BE USED 24"X24'�XS" -'ONLYWHEN TOP OFGATEVALVE-: Ay- CoNoRrm IS'DEEPERTHAN S:FEET FROM. .'STRENGTH =2000 FINISHED GRADE. WITHN40AR=D :ALL VALVE t -ALL-VALVEIDPERATI14G.NUT' -.MADE. ARE TO BE :OF STEEL. SIZED AS.NOTED. - LAND. -PAINTED WITH-TWO42). LEXTENSIONSSMALLBEAMNIMUM. TRAFFICRATED(COPPERHEAD 'OF.ONE.l1).FOOT.LONM :SNAKEPIrTESr STATION OR APPROVED VQiAL .4. 'VALVE'ROX LIDS LOCATEMON 'VALVES TO ISOLATE FIRE ;SUPPRESSION LINESTROU PUBLIC MEW A A WATERUNES; SMALLBE AMPro "US&LL582.LOCKABLEUD.... 4RAFFtcRA,rEo*coPPERmEAD VALVE BOX PERSPEcs WITH sox :SNAKEPIT TESTSTATION OR- EXTENSIONASNEEDED APPROVED EQUAL V, a A 777T 2"SQUAREAWWA NUT EXTENSION WITH - CENTERING COLLAR. 'TERMINATE4',705'. TROUTOP OFaBOX. .. ..PR.ESSUREPIPE:. STD. :GATE VALVE W1 STAINLESS:: 4TEEL BOLTS SULATEDCO.TRACER: ALOCKASMIREOTED.:_ :MINLDIMENSION -APPROY-I 'EQUALTOONERAGOF- SACKRETE. . .............. ......... .... ... . ....... ..... ......... R:%--fALVE:& B.-ROX A_ �AUG.*;20112:. SrANDAM DETAIL ZTEE SCHEDULE,_ ID OR) =r. 1% Am 4.6.8 1 5:1 , 2;15 0.3� ,10.12- 1JR: 1.5 Mil B-ft 1, BEND: slzE &: .a.: IN 10 -m- :,E:: :13'1�' MO, VOLUME1 1.6: tff O.W 2.7 0A ....... CO 45' -02 1';5, 1.212.2. ...0S........ 0.9. 0.8. 112V R-OMOR EDGE 4".PVC EXTENSION.. OF EASEMENT: WIPVC; CAP WERE NOTE 3) r PVC WYEWITH. CAP VARIES -(SPVECE NOTE 3) 9L w /7N777 74,\ Wiz. 77777\ 117 z - C?:: is rA w z AU PVC (SEE NOTE 3) SEE NOTE 5 (MIN. 1% SLOPE) WYE SERVICE PL4N FITTING (SEWER TEE). a7pmw STAADARD7COAWEMON PRO= R-O-WOR EDGE OF EASEMENT NOTE: VARIES 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 74' BELOW PROPOSEDBACKOFOURB, MIN-.SLABELEV MUST EESETTO 3.5'MAX KEEchi sANffAaWsEwr=R SERVICE (SEE NOTE I _Z. MARK EACH SERVICE END WITH. AND INOTE SY j f 'METAL"" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM 03034 SDR26-W1:GASKETS 4., ALL SERVICE CONNECTIONS 8t PVC: (SEE NOTE 3) EXTENSIONS ARE TO BE INSTALLED (MIN. 1% SLOPE) - WITH THE MAIN LINE CONSTRUCTION. S..-A-CLEAN OUTJS REQUIRED AND WILL INSTALLED BY THE, STD. 456 SEND LLB PLUMBER ATTHE ROW FOR EACH SERVICE - STACK VARIES 6,.AfHEN SERVICE CONNECTION IS DEEP INHEIGHT. CONTRACTOR MUST PLACE A.VERTi5AL STACK THAT SMALL BE BROUGHT WITHIN: "12TEET. BELOW NATURAL GROUND.. 2.w _w :w *450 BEND ca ALLOWABLE STD, . ALLOWABLE STD: TEE WYE • WANAWBBIND} BOTTOM UP OF CONNECTING U%? USMIR CENTERLINE-OFMAIN. DF" CONT&MON PR OEME CITY 'OF .COLLEGE STATION SANITARY SEWER_ SERVICE CONNECTION crry 0* DATE DETAIL m MTp&. No. S7-01 B= UFIEO F. BRYAW AUG. 2012 STANDARDrAIL VALVE OPERATING NUT EXTENSION SQUARE SOCKET 2'F. DIA INSIDE 2114" DEPTH, 118'-MIN:WALL 21- SQUARE x 20 -HIGH OPERATING -.NUT 900 THICKNESS STEEL PLATE wl-90'CUT-OUT 61A sTEJELROD: GENERALNOTES:. STANDARD FIRE HYDRANT 1:--. FINLEY DIVIDED EARTH.FREEOFROCK; LUMPS GATE VA -AND CLODS'EXCEEDINMS"SHAL-L BEPLACESY "AND, ;WIVALVEBOX -AND COMPACMD.AROUQDTHE CASTIRON PIPE -TO A ISEORTAPPIN :DEPTH OF127 OVER THETOP OF THE PIPE BEFORE :.-SLEEVE& VALVE r - - .BACKFILL,ISBEGUN ;BYANY -MECHAN$r-ALEMI.PlAENT.. mASREQUIRED REQUIRED * T�:, , "WIN- ! _. 2. ALL.-coNcRETE SLociciNGsHALL BE 2B.DAY. --STRENGTH-_2DWpsL IUI I AS U) 3....P!L.THRUSTBLOCKMG:SHALLPROVIDEA111IMMM'OF • 2 SQUARE FEET;ORBEARINGAREA OF CONCRETE ON UNDIS'7VR13W.501L,-DR:AS!DIREGTM.BYTHE ENGINEER. 4..: WATER MAIM WALL NOT BE FULLYIPRESSURtZED UNTIL -CONCRETE HASREACHED 7 DAY:STRENGTH. ANCHOR 9V.-BEND.. 5. ALL PIPE WILLBE LAID'SO AS THE43ITIRE RARRELWILL LINE GATEVALVE LL. ,HAVE Fuulmmmr.-ON THE FlNE GRADED TRENCH BOTTOM.. .W. VALVE BOX -BELL MOLESSHALLBE CUT. FOR EACH BELL ANO.FIRE -STANDARD :JO .,HYDRANT.. TIRE HYDRANT.. ALLFITTINGS SHALL BE1MECHANICALjOINTS UNLESS :CD -DIRECTED. .OTHERWISE SOCA 19 7. HYDRANTS -SHALL BE100ATED NOOLOSERTHAN.3 FEET MEASURED FROM THE.BACK: OF CURETO THE FACE OF THE .REA1JGNASJN'EWED.- !-STEAMER ON THE FIRE HYDRANT. LAFMAIN VALVEIS.WITHJN 5I)TEET 60TIREHYDRAUTTHEN ASSEMBLY VALVE MAY BE OMITTED.ORA DEAD'.END.HYDRANT ,LEAD-VWTH.:.NGADDrMNAL-'CDNNECTIONS.:- 9., ; HEIGHT OF FIRE HYDRANT MEASUREDFROM THE STEAMER : ..NOZZLESliALL BE.18TO:24 INCHES -ABOVE NEAREST -FINAL .GRADE.. ER NOZZLE VALVE B,OXFER SPECSS STANDARD CHAINSTO BE,, REMOVED BY M FIRE HYI N'! CONTRACTOR rr r-SQUARE AWWA PRIOR To CrrrS NLYFEXTENSIONWITH:.: ACCEPT-MCE- CENTERING COLLAR A;'-': TERMINATE4`TO 5. A OF WORK a FROMTOP.OFBOX NICHED GRADE. BURY U NE' w.i. -�--As EDID.- VARIES .: GATE T _Wt BOLTS, (SEENO-TE -.-�03-OWCWII PIPE V -COUPLING RETE-7.. PEAGRAVE . L . ff . LL_ I '04 fr.-ABOVE VWEEP:HOLE WEEP UST BLOCK: TESORTAPPING.. &VALVE -MEMANICALJOI ..SLEEVE -AS REQUIRED;- WITHSET.-SCREW, 4 12')d2"X4" PRECAST' CONCRETE BLOCK, 'RETAINER la-MIDSOR..; 'MEGALUSS. :'. � .... 24"X24',X:r -x-iv is . GRAbeLow 'ANDS :2B'DAY- -SPLrr.0 Lu. 1 CONCRETE . BLOCK ASOIREG (ROT67E.TOfINAL GRADE 'STRENGTH-20= I ..... :"OMMAL. a. WITH" BAR AROrmb LL A `VALVE;BOX VlEWA A., ... ........ . ..... . ....... . .. ..... STANDARD'HYDRANT ASSEMBLY FIREM RANT -DATE Dc-TNL.*6. . .. .... ucksr TIOV* (err ox:iitlirely-srAmDArm.D] INI-02' ..... . ...... z i. Wn?33 C13AOHddV HO NOLLVIS 1S311Jd3XVNS 0V.3HMddO3 CE110 0. a. *3dId 3HL3AO13VAU03W13 - 16 CI3TIV19NI*381SnIN3HIM2E3: %%I*. zmw ow 3dIdA.MU.n1V0IdAL 3dId.kU1Un WDIdAJ. 1z: ma .0 W. anose i., z TIVHS*3HM'kWV1I1 *NIw .,r'CIN3 Im 3dV1HO103130 I1o113H V= (uLS) A . avd.3MI:16NOD. wnoq:aaAoIdddw- NONOLLVis., ..,NOILVnV1SNI JSBLJJCGNVNS .2INVAMOVULVDAUT060, 0V3HMdd03 CBLVH 0hwV111 MODEL TSIZE 11 W1 "T I WOURT LBS DMC�Cw_ a,.,!. Ir4r., S141k , Ir-r. - tpoo bMC'4*="4 4` fr-r. S.'-01 W-6` 12.000: 6-: 1 IW- 67-0- 4'4` 14666: VLKIARCHITECTS ARCHITECT co VLK Architects, Inc. ■ 7915 F.M. 1960 West, Suite 214 <X Houston, Texas 77070 Main Phone: 281.671.2300 w www.vlkarchitects.com CIVIL ENGINEER z z 00 Mitchell & Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas T7845 < Main Phone: 979260.6963 www.mitchellandmorgan.com U) LIJ LLI MEP ENGINEER (D (D Estes, McClure &Associates, Inc. UJ Uj _J 3608 West Way Tyler, Texas 75703 Main Phone: 903.5812677 0 0 vmw.estesmcdure.com L) C) STRUCTURAL ENGINEER Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FOOD SERVICE FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042. Main Phone: 713.784.3212 www.fcadesign.com 1* trm fft. - 144.5 19/14 re ........................... ....... . . . ... . ....... m . ............. ...... ........... ....... . ......... . ......