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Home My WebLink AboutJACK DOHENY PROJECT SITE PLAN (3)El O LU z Z CV �u a o: w = m w. z z EL Ir a U O¢o LLI o II U) a o w z z N In ui m o In z ' z � • L m Ir �0 ❑ o n. C L O U It - co LI Ll C 4 I P rg b 14 as U U a 0 p 0 Lo I cv 0 c11 rn 0 CALLED TRACT II 2.6860 ACRE HCCF #20080098204 COMMERCIAL COMMERCIAL i = b/(d+TC)AC C = 0.75 for Concrete i = 6.64 & A is in acres therefore O is in cubic feet tier second (cfs) ____---- AREA TO C Intensity 100 year A Q ofS North line N7 Inlet 0.75 6.64 1 0.4944 2.46 N2 Inlet 0.75 6.64 0.4944 2.46 N3 Inlet 0.75 6.64 0.4067 2.03 South Line Si Inlet 0.75 6.64 0.4944 2.46 S2 Inlet 0.75 6.64 0.4944 2.46 S3 Inlet 0.75 6.64 0.3523 1.75 S4 Inlet 0.75 6.64 0.3523 1.75 S5 Inlet 0.75 6.64 0.1768 0.88 Building B1 Inlet 0.75 6.64 0.3472 1.73 B2 Inlet 0.75 6.64 0.3472 1.73 Cumulative Pipe Pipe Pipe Area Roughness Hydraulic Pipe Max Pipe Cap. Velocity Inlet to Inlet Q cfs Diameter Type In S.F. Factor Radius Slope Q (cfS mw§ N1 N2 2.46 12 HOPE 0.785 1 0.011 0,2500 0.0042 1 2.718 3.46 N2 N3 4.92 18 HOPE 1.767 0.011 0.3750 0.0019 5.342 3.02 N3 MH 6.95 1s HOPE 1.767 0.011 0.3750 0.0032 7.023 3.97 B1 MH 1.73 10 HOPE 0.545 0.011 0.2083 0.0060 2.006 3.68 S1 S2 2.46 12 HOPE 0.785 0.011 0.2500 0.0042 2.729 3.47 S2 83 4.92 18 HOPE 1.767 0.011 0.3750 0.0019 5.342 3.02 S3 $4 6.68 18 HOPE 1.767 0.011 0.3750 0.003 6.800 3.85 S4 S5 8.43 24 HOPE 3.142 0.011 0.5000 0.0019 11,505 3.66 B2 S5 1.73 10 HOPE 0.545 0.011 0,2083 0.0060 2.006 3.68 85 MH 11.04 24 HOPE 3.142 0.011 0.5000 0.0019 11.505 3.66 MH OUT 19.72 36 HDPE 7.069 0.011 DETENTION SUMMARY AREA SERVICED: 5.57 ACRES. DETENTION STORAGE RATE: 0.45 AC-FT/AC. DETENTION VOL. REQUIRED: 2.5065 AC -FT. DETENTION VOL. PROVIDED: 2.5987 AC -FT. DETENTION PROVIDED: PARKING LOT AREA N 1 &S 1 (EL 21.80 - EL 20.80) = 20,189.0 CU. FT. _ AREAS N2&S2 (EL 21.80 - EL 20.80) = 20,604.0 CU. FT. AREAS S3&S4 (EL 21.80 - EL 20.80) = 13,823.0 CU. FT. AREAS S5 (EL 21.80 - EL 21.15) = 2,350.0 CU. FT. AREAS N3 (EL 21.80 - EL 20.80) = 5,716.0 CU. FT. TOTAL PARKING LOT = 62,682.00 CU.FT. DITCH SECTION 81.22 S.F. X 622 L. F = = 501,518.84 CU. FT. wuVu_1 REA NOT TO BE ' a I USED OR I z ' I� INCLUDED IN qRIB o NIA DEVELOPMENT C4 �Ikr FEE . -cr 40593.33 SQ FT / Z z I 0.93 AC I 3 kr r � I I ( ( C v I - -I- - - - - -- 10' SIDE --.----I-- SETBACK L S 89 59 32 W 193.69 u I LANDSCAPING LEGEND NORTH HYDROSEEDING OR 40' DRAINAGE W W W EQUIVALENT. EASEMENT TO CITY PROPOSED OAK TREE; 2" MIN. CALIPER 15 GALLON; 3.5' 3.5' 0' O.C.E.W.; (7 TYP.) TP 21.80y 33' PROPOSED OLEANDER 0.7500 0.0010 24.927 3.53 SHRUBS; 4' TALL' 10' SWPPP LEGEND 0.C.E.W. (58 TYP?) SEE -x I- FILTER FABRIC FENCE PROPOSED IND AN NOTE N.G. HAWTHORN SHRUBS; ._ 5 GALLON; 18" TALL • 7 INLET PROTECTION BARRIER 2' O.C.E.W. 16 TYP61 ( 2 TYP.) TB19.16' TB19.10 UTILITIES PROPOSED SANITARY SWR LINE; - swR swR- 6" PUBLIC SIDE; 4" PRIVATE SIDE _ 3:1 w w PR "W R T TWT O EQPPTCl E C E E POP SE ELECT CAL LIN (O ERHEAD & UG) - TEL TEL - PROPOSED TELEPHONE LINE (OVERHEAD & UG - GAS GAS; - PROPOSED GAS SERVICE W.M. 11 PR O D A R ETER 1% EL 15.08 ' EL 15.08 EL 15.06 SECTION AA NOTE- ANY SLOPE GREATER THAN 3:1 WILL BE STABILIZED WITH VMAX PERMANENT COMPOSITE TURF REINFORCEMENT; #VMAX3 SC250 KEYNOTES • ; ' PROPOSED ONE STORY METAL BUILDING W/ EXTERIOR �'; , z w CD 1 MASONRY OR GLASS FACADE. FF 22.00. RE: NOTE #9 THIS ' I -� � I�?. �t ;� 00 SHEET. 04 PROPOSED ONE STORY TRUCK WASH; STRUCTURE TO CONFORM TO THE MINIMUM EXTERIOR BUILDING DESIGN y w I _ t - 7 7 s - '�' s Q STANDARDS - 100 /o MASONRY AND/OR GLASS PRODUCTS: NOTE #9 THIS SHEET, FF 22.00 PROTECT C0 s 1B PROPOSED MAIN BUILDING ENTRANCE LOCATION H Z OPROPOSED 9" CONCRETE; #5 (@, 18" O.C.; 4000 PSI; ~ Z 9" PREPARED LIME STABILIZED SUBGRADE 8% LIME BY DRY N �' W ,r • . n � � WEIGHT COMPACTED COMPACTED TO 95% MAX. DENSITY. F J O k r�# 1 � W I- $ 1 tJ W O2B PROPOSED SIDEWALK; WIDTH AS NOTED; 4" CONC; 3000 PSI; #3 a 15"; 2" SAND 90% STD DENSITY.:- _ I r r ►- F- t 1 -'' T. 4+hx n;, yssa .'�.� j• +Z PROPOSED 25 WIDE CONCRETE COMMERCIAL DRIVEWAY; 15 . 'v �, ,,� a �y` �° W W 44 RADIUS RETURNS; 9" CONCRETE; 9" PREPARED LIME STABILIZED SUBGRADE @ 8 /a LIME; #5 @ 12 O.0 .RE: HARRIS ;i U) 3: �C COUNTY STANDARD DRIVEWAY DETAIL. p PROPOSED 62 L.F. OF 48" RCP CULVERT. + a �;r ak , x W w P , W PROPOSED TRASH ENCLOSURE W 9" CONCRETE PAD. w ,I O5 TRASH ENCLOSURE TO BE & TALL CHAIN LINK FENCING - Q Q m W, WITH PRIVACY SLATS AND TWO 4' GATES. CONC. FILLED CITY OF LA PORTS U N BOLLARDS TO BE INSTALLED (7 TYP BOLLARDS) KEY MAP PG: 539-Z a w 0 6 PROPOSED VAN ACCESSIBLE PARKING STALL W/ WALL. ZONING (G) GENERAL COMMERCIAL p > w Q MOUNTED SIGNAGE. � p W co PROPOSED CONC. WHEEL STOP PARKING BLOCKS HCAD # 023-129-OC�O-UOJ `t (7 TYP.). CLP PROJECT # 11-82000025 O8 PROPOSED 4" PARKING LOT MARKINGS (TYP.) w TYPE OF DEVELOPMENT: EQUIPMENT SALES, RENTALS, PROPOSED STORM SEWER TYPE "A" INLET W/ SKIMME & SERVICE O BOX FOR STORM WATER QUALITY (8 TYP.) r* M O S TO ON- TE DESCRIPTION OF LAND: O9A I a LOT: BLOCK: SUBDIVISION: 19 TITIO1B & ZZB LA PORTS OUTLOTS PROPOSED 12"x12" YARD INLET WITH ATRIUM GRATE RE ORDAN -COUNTY: 1 CCq LO d" V 9B & 8" HDPE FEEDS. (3 TYP.) - HARRISy 00 ADDRESS: CITY: LENDER: i N IRECTLY CONNECTED TO 2506 SENS ROAD, LA PORTS TX 77571 LA PORTS - ` >-, 9C PROPOSED 1,000 GALLON VERTICAL POLY STORAGE TANK (BELOW PURCHASER/OWNER: TITLE COMPANY: - GROUND ON 6" CONC PAD) & SUB PUMP; DO NOT CONNECT TO SAN JACK DOHENY SUPPLIES Cam• �, ( NORTH ARROW & DRAWING SCALE 0- PROPOSED STORM SEWER MANHOLE & SOILD LID. (1 TYP. °� 40' 80' H ox co ° 2 2 11 PR WER TYPE "D" INLET. (2 TYP.) z � C) m PROPOSED 6" TS&V TAP (BY CONTRACTOR) ON EXISTING WATER E--, LINE FOR FIRE SERVICE. CONTRACTOR TO CONTACT PUBLIC 1 INCH = 40 FT. U C) 00 WORKS TO INSPECT THE TS&V CONNECTION. A ONE (1) DAY � 12 NOTIFICATION PRIOR TO START OF WORK IS REQUESTED. FLOOD STATEMENT: co PROPOSED 1" TS&V TAP ON PROPOSED 6" FIRE LINE FOR U DOMESTIC SERVICE. SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE a PROPOSED 3/4" TS&V TAP ON PROPOSED 6" FIRE LINE "X" PER COMMUNITY PANEL NO. 48201CO945L DATED 0 FOR IRRIGATION SERVICE. JUNE 18, 2007. PROPOSED REDUCED PRESSURE BACKFLOW PREVENTE (ON FIRM NO 9501 PRIVATE PROPERTY) FOR FIRE SERVICE. INSTALLATION AND REGISTERED ENGINEER: ti..OF..fF�� MAINTENANCE OF THE BACKFLOW DEVICE IS THE RESPONSIBILITY ��: •'' ' • ,:�� 13 OF THE OWNER. DOUBLE CHECK ACCEPTABLE IN LIEU OF AN RPZ j� pHILLIP E. JOHNSON A LICENSED PROFESSIONAL TYPE PROVIDED THE IRRIGATION SYSTEM UTILIZES NO CHEMICAL •'••••••••••••••••••••••......® ENGINEER IN THE STATE OF TEXAS DO HEREBY �PMLLIPEUGENEIOHNSON� ADDITIVES. RPZ ACCEPTABLE. MUST BE INSTALLED ABOVE GROUND }•••:•••••••••............•.... P > o : 58605 ~ # PER CITY REQUIREMENTS. CERTIFY THAT THE INFORMATION PRESENTED ON THIS ¢ .. MINOR SITE PLAN TRUE AND CORRECT TO THE BEST OF t�°� �CENS�- PROPOSED 1 WATER METER (IN R.O.W.) WITH A RPZ MY KNOWLEDGEc, %X L . 14 BACKFLOW PREVENTOR (ON PRIVATE PROPERTY) FOR DOMESTIC SERVICE. PROPOSED 5/8 x 3/4 IRRIGATION METER (IN R.O.W.) WITH LANDSCAPING REQUIREMENTS: --- 15 A RPZ BACKFLOW PREVENTOR (ON PRIVATE PROPERTY) TOTAL SITE AREA: = 242,738 00 SQ. FT. REQUIRED LANDSCAPING: = FRONT & SIDES CONTRACTOR TO MAKE 6" CONNECTION TO SAN SWR PROVIDED LANDSCAPING: 16 MH AND INSTALL 6" WYE FOR FUTURE SERVICE. SENS RD VARIES = 4,786. SQ.FT; CONTRACTOR TO CONTACTS PUBLIC WORKS FOR WEST PL 8' x 270' = 2,160 SQ. FT; MANHOLE CONNECTION REQUIREMENTS PRIOR TO THE SOUTH PL 16.6' x 306.53' = 5,088 SQ. FT'• WORK. & 330.46' x 4 = 1,322 SQ. FT; TOTAL = 13,356 SQ. FT. LO 0PROPOSED SANITARY SAMPLE WELL (2 TYP) 0 V �� PROPOSED PARKS OIL / SAND INTERCEPTOR MODEL # PARKING REQUIREMENTS: X GOSCMP - 750; CONC. FILLED BOLLARDS TO BE INSTALLED 4(MIN) & 3/1000 SQ. FT. OFFICE + 1/1500 SQ.FT. NON OFFICE .� AS REQ. BY OWNER. � LLJ " TWO - 4CONC. FILLED BOLLARDS TO BE INSTALLED AT REQUIRED PARKING:CL lg MINIMUM = 4.0 SPACES 0� EACH BAY OPENING OR AS REQ. BY OWNER. OFFICE 2,750 SQ. FT. = 8.25 SPACES 0 Uj APPROXIMATE LOCATION OF PROPOSED POLE MOUNTED S 1 1,0 SQ. FT. 11 SPACES CL 20 ON PREMISE SIGN; SIGN REQUIRES A SEPARATE CITY TOTAL: 19,250 SQ. FT. = 24 REQ. SPACES C PERMIT PRIOR TO INSTALLATION. PARKING PROVIDED: 90' - 9' X 20' = 1 SPACE W/ HC SIGN PROPOSED & CHAIN LINK FENCE; 2 1/2" GALV. METAL 90° - 9' X 20' = 10 SPACES W/ CURB 21 POST; 18" TALL 3 STRAND BARB WIRE 90' - 9' X 20' = 14 SPACES W/ CURB STOPS "� (�✓ APPROXIMATE LOCATION OF PROPOSED 5000 GAL FUEL EMPLOYEE COUNT: SHALL BE DETERMINED. 0 0 `+- 22 STORAGE TANK; FUEL TANK REQUIRES A SEPARATE CITY EMPLOYEE COUNT: PRIOR TO CHANGE OF OCCUPANCY, OWNER 0 PER -MET OR TO INSTALLATION. MUST COORDINATE WITH CITY OF LA PORTE 23 NOT USED REGARDING PARKING DEVELOPMENT. W W 24 PROPOSED 3" CONDUIT FOR ELECTRICAL OR IRRIGATION NOTES: (10 G SERVICE. (10 TYP) 1. THE LOCATION OF THE WATER LINE HAS BEEN OBTAINED FROM BLOCK MAPS � PROTECTED WATER LINE CROSSING; 1 - SINGLE 20' JOINT AT PROVIDED BY THE CITY OF LA PORTE. THE WATER LINE IS PROBABLY 12 N 25 WL CROSSING. PROVIDE RESTRAINED JOINTS ON SS, SPACED INCHES. AT LEAST 9 FT HORIZONTALLY FROM CENTERLINE OF WL 2. THE LOCATION OF THE SANITARY SEWER LINE HAS BEEN OBTAINED FROM 26 YARD LIGHTING; MODEL # WLS-FVR-FP-1000-MHR-FG 32' METAL BLOCK MAPS PROVIDED BY THE CITY OF LA PORTE. THE SANITARY SEWER LINE POLE, 3' BASE; 110000 LUMENS; LLF 0.750; 4 TYPICAL IS PROBABLY 36 INCHES. 27 PROPOSED EQUIPMENT PADS & BOLLARDS FOR AC UNITS; 3. PROPOSED SAN. SWR. LINES TO BE 6" PVC W/ 4" FEED TO BUILDING. (2 TYP PADS W/ 4 CONCRETE BOLLARDS) 4. PROPOSED SAN. SWR. LINES TO HAVE C.O AT EVERY BEND, MAXIMUM DISTANCE �� 0 BETWEEN C.O. NOT TO EXCEED 90'. 5. PROPOSED DOMESTIC WATER LINE TO BE 1". DRWN BY. - - CKD BY: PEj THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS 6. PROPOSED IRRIGATION MEIllTER TO BE 3 4" x 5/8". APPROVED THIS SITE PAN AND DEVELOPMENT OF JACK DOHENY INillIIIIIIIIIIIIIIIIIIII,1111111111,11111,11111IFILE. C1.0.dwg CONFORMANCE WITH THE LAWS OF THE STATE OF TEXAS AND THE 7. PROPOSED ELECTRICAL AND TEL SERVICES TO BE OVERHEAD TO SITE AND ISSUED: HC&LA PORTE THEN UNDEGERPUND TO BUILDING. ,^■�. ORDINANCES OF THE CITY OF LA ORTE DATE: ThLI, Feb 09 2012 8. PROPOSED 1" GAS SERVICE LINE AND METER. ,A1111111111111DWG. 01 BY: 111 9. O LL I UM EXTERIOR BUILDING DESIGN D CT LA fORTE STANDARDS - 100 % MASONRY AND/OR GLASS PRODUCTS. REQUIRED ON THREE PLANNING DEPARTMENT SIDES OF BUILDING; NORTH, SOUTH & EAST C 1 U 0 VA a 011 It r . .