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HomeMy WebLinkAboutFIRST BAPTIST NEW SITE PLANThis Drawing has been reviewed and found to be: in compliance not in compliance (see markups) -> RESUBMIT Approval of these plans does not relieve the contractor of responsibility of ensuring proper construction per City ordinances. Any deviation from approved plans must be submitted to the City for review and approval prior to construction. Date: ________________ By: 5/9/2022X9thMay22 STM MH RIM=12.5536" HDPE FL(N): 3.8936" HDPE FL(S): 4.20STM MH RIM=12.3236" HDPE FL(N): 5.0724" HDPE FL(E): 5.2530" HDPE FL(S): 5.1424" HDPE FL(W): 5.20GI=11.6224" HDPE FL(E): 5.73STM MH RIM=12.8324" HDPE FL(W): 5.5524" HDPE FL(E): 5.32STM MH RIM=12.7024" HDPE FL(E): 5.4624" HDPE FL(W): 5.25STM MH RIM=12.7724" HDPE FL(E): 7.1024" HDPE FL(SW): 7.23GI=11.5624" HDPE FL(E): 7.34STM=12.4036" HDPE FL(N): 7.0424" HDPE FL(E): 7.0024" HDPE FL(SE): 7.9324" HDPE FL(W): 6.98STM MH RIM=12.4724" HDPE FL(NW): 8.3124" HDPE FL(E): 8.47STM MH RIM=12.7924" HDPE FL(W): 7.29SAN MH RIM=12.8612" PVC FL(E): -1.818" PVC FL(S): -1.72SAN MH RIM=13.2018" PVC FL(N): -2.1118" PVC FL(E): -2.0012" PVC FL(W): -2.03STM MH RIM=12.4224" RCP FL(E): 9.0015" RCP FL(SW): 8.9818" RCP FL(W): 9.02STM MH RIM=12.2318" RCP FL(E): 9.7015" RCP FL(S): 9.7518" RCP FL(SW): 9.71STM MH RIM=12.0715" RCP FL(N): 8.44S 8TH ST LITTLE CEDARBAYOU DR16' UECF NO. W104198O.P.R.H.C.T.EX. 8" WATER MAIN EX. 8" WATER MAIN EX. 21" SAN SWR EX. 21" SAN SWR EX. 5' SIDEWALK EX. 8" WATER MAIN EX. 8" WATER MAIN 13 14 14 14 13141314131415 14 14 1410 9 11 12 13 1410789111213131410 6 7 8 9 11 12 13 13 14 10 8 9 11 12 13 14 10 7 8 9 11 12 10 7 8 9 11 12 13 FF = 15.00 PROPOSED FLOODPLAIN MITIGATION CUT PROPOSED DETENTION BASIN 15.00'34.04' PROPOSED BUILDING 25.00' DRIVEWAY 25.00'DRIVEWAY9.00' (TYP)18.00'(TYP)1-8"X6" TS&V TO BE INSTALLED BY CONTRACTOR 1-6" BACKFLOW PREVENTER CONNECT 6" PRIVATE FIRE LINE TO BUILDING 1-8"X2" TS&V PERFORMED BY CITY OF LA PORTE 1-2" DOMESTIC METER TO BE INSTALLED BY CITY OF LA PORTE 1-2" DOMESTIC WATER RPZ BACKFLOW PREVENTER CONNECT 2" PRIVATE WATER LINE TO BUILDING 1-8"X2" TS&V PERFORMED BY CITY OF LA PORTE 1-2" IRRIGATION METER TO BE INSTALLED BY CITY OF LA PORTE 1-2" IRRIGATION RPZ BACKFLOW PREVENTER 13131212 13131 3 1 3 1 3 13 13 13 13 13 1313131 3 121213 13 13 12 12 LOT 17LOT 18LOT 19LOT 20LOT 21LOT 32LOT 24LOT 22LOT 23LOT 25LOT 26LOT 27 LOT 28LOT 29LOT 30LOT 31LOT 16LOT 15LOT 14LOT 13LOT 12LOT 11LOT 10LOT 9LOT 8LOT 7LOT 6LOT 530' B.L.10' B.L. 10' B.L.20' B.L.TOWN OF LA PORTE BLOCK 1149 VOL. 58, PG. 462, H.C.M.R. 9TH STREET R.O.W. (UNIMPROVED)L STREET R.O.W.(UNIMPROVED)LOTS 1-32 TOWN OF LA PORTE VOL. 8, PG. 460 D.R.H.C.T.LOT 4LOT 3LOT 2LOT 10.5213 ACRE (22706.32 SQ. FT.) DETENTION & DRAINAGE EASEMENT 8.00' 5.00' 8.00' 5.00'8.00' 8.00'8.00'25.00'(TYP)0.5%1.0%0.5%1.0%1.3%1.2% 0.7% 2.6%1513 14 1313 14 DIAL 811 or 1-(800)-344-8377 CALL BEFORE YOU DIG!!! ONE-CALL NOTIFICATION SYSTEM AT LEAST 48 HOURS BEFORE PROCEEDING WITH ANY EXCAVATION ISSUED: SITE PLAN PERMIT ISSUED DATE: 10.05.2021 DRAWING NUMBER: F0221-002-00TPE PROJECT NO:First Baptist Church1302 S. 8th StreetLa Porte, TX 77571REVISION NO.:New Church FacilityDATE: C-01 LEGEND: FINISH FLOOR ELEVATION PROPOSED CONTOUR EXISTING CONTOUR EXISTING CONCRETE ROADWAY CURB AND GUTTER EXISTING ELEVATION EXISTING DITCH HIGH BANK EXISTING WATER LINE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING COMMUNICATIONS CONDUIT EXISTING OVERHEAD ELECTRICAL PROPOSED OVERHEAD ELECTRICAL PROPOSED WATER LINE PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED TRENCHLESS CONSTRUCTION ONE JT. C900 PVC SAN. SWR. CENTERED ON WATER LINE (18' MIN) PROPOSED DITCH REGRADING PROPOSED DRAINAGE AREA BOUNDARY 100 YEAR RUNOFF FLOW DIRECTION DRAINAGE AREA IDENTIFICATION 100 100 100.0 FF DETENTION NOTE:FIRST BAPTIST LA PORTE RESPONSIBLE FOR MAINTENANCE OF DETENTION BASIN FACILITY A3 A4 A1 A2 A3 (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS (7) INTEGRATED DUCTILE IRON FRAME & SOLID COVER TO MATCH BASIN O.D. NYLOPLAST DRAIN BASIN WITH WEIR REV G7004-110-058DWG NO.1 OF 1SHEETN.T.S.SCALEDWG SIZE 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH WEIR QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 11/01/21DATE CLGDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 24" OUTFALL PIPE (6) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC 1 - WEIR AVAILABLE FOR ALL 24" - 30" STRUCTURE OPTIONS (CUSTOM BASIN, ROAD & HIGHWAY, & CURB INLET). 2 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065. 3 - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER. WEIR HEIGHT CANNOT EXCEED 84" DUE TO MANUFACTURING AND SHIPPING RESTRICTIONS. 4 - WEIR MANUFACTURED TO MINIMIZE LOSS OF OUTLET PIPE OPEN AREA. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24"). 7 - FRAMES, GRATES, COVERS, HOODS, & BASE PLATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. SIDE SECTION & TOP VIEW: ENLARGED TO SHOW DETAIL THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. ® ©2013 NYLOPLAST 8"X7" ORIFICEFL 5.76 EL 5.76'EL 5.76' EL 13.50' 10 GAUGE WEIR PLATE SEE WEIR DIMENSION ON RIGHT WEIR PLATE WEIR PLATE 12" FL = 5.76 12" HDPE PIPE DIAL 811 or 1-(800)-344-8377 CALL BEFORE YOU DIG!!! ONE-CALL NOTIFICATION SYSTEM AT LEAST 48 HOURS BEFORE PROCEEDING WITH ANY EXCAVATION ISSUED: SITE PLAN PERMIT ISSUED DATE: 10.05.2021 DRAWING NUMBER: F0221-002-00TPE PROJECT NO:First Baptist Church1302 S. 8th StreetLa Porte, TX 77571REVISION NO.:New Church FacilityDATE: C-02