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Home My WebLink AboutOAKLAND LAND & DEVELOPEMENT WEST TYLER PROJECT SITE PLAN0 1C I 16.55 ' i In E ( - West T y _ - -F( Calculations fortheProosed site 6er ject - _ Pro) AEiS Project IVo. 06-®®1 g _ydraullc L Rational Method for runoff: Q = CiA- = 0.75 for Chip Seal, 0.8 for Concrete and 0.3 for grass and A is In acres therefore Q is in cubic feet per second I - - - _ ! Manning's Equation : Q A1.486/nR2/3S1/2 (for SiZing pipes) Q (cfs), A (area of pipe In sq ft), R (hydraulic radius in ft), S (slope in ft per ft) - - -------- --- (Cfs), i I __ -- INumber llnlet/MH C i, 1 A 1 Q _ ! A Inlet 0.76 1 6.55 0.1939 j 0.97 B Inlet 0.71 , 6.55 0.085 0.40 ._ i C Inlet 0.77 € 6.55 , 0.1306 0.66 e 0. 4S �E Inlet 0.751 6.55 0.129 0.63 i E1 Inlet 0,751 6.55 s 0.129 1 0.63 t iameteriType1 A n R ( - - - 1 - V s _ A 0.63 12 HDPE I 0. 8 0. 11 0.2500 (0.0032 2.382 3.03 HDPE' 5 0 0 5 0 D 0.63 12 1 HD PE 0. 78 0.011 1 0.2500 10,00321 00321 - B 1.15 12 HDPE I 0.785 0 011 1 0.2500 0.0032 - - - -` - 0.0032 : out 3.81 12 HDPE I 0.785 0 011 0.2500 10.0037 11.1 - - 0_ I 1 I _ 3 l 3! El D - B I 2.382 13 03 _ 2.382 3.03 1 21 303 ! ' 2 561 i 3.26 , - ; I 1 ! ! I r i I I- s, -.• .--- 11 .... - v..'r , v I - 0,6UJ./40b LIU. I- I DETENTION PROVIDED AREA A 1635.00 CU. FT AREA B 1107.67 CU. FT, AREA C 1677.00 CU. FT. AREA D 366.67 CU. FT. AREA E 1054.18 CU. FT. AREA E1 1054.18 CU. FT. PIPE 397.41 CU. FT. TOTAL= 7292.11 CU. FT. TOTAL DETENTION REQUIRED: 6,305.7456 CU. FT TOTAL DETENTION PROVIDED: 7,292.11 CU. FT WATER LEVEL FOR DETENTION: 19.00 PIPE SIZE &LENGTHS: 12" @ 506 L.F. USE A 6" FLOW RESTRICTOR °s. .T z O n sR OF ITH ST TANDARDS i WR TAP rR LINE rER [TOR VICE (RPZ) 4 10mv lAY M BOX ON EXISTING W.L. KEYNOTES 1 INCH = 30' FT. OPROPOSED TRASH ENCLOSURE W/ 7" CONCRETE PAD OPROPOSED 5' SIDEWALK (TYP.) OPROPOSED H.C. RAMP (TYP.) 10 PROPOSED 4" PAINT STRIPE (TYP.) 13 PROPOSED CULVERT (EXTEND EXISTING CULVERT APPROX. 37') 14 PROPOSED BUILDING FF. ELEVATION 19.50 IS)PROPOSED SAMPLE WELL & 6" C.O. 16 PROPOSED CURB STOPS ( 18 PROPOSED) LEGEND EXISTING DEVELOPMENT NONE AREA TO REMAIN UNDISTURBED (FUTURE) 18,471.3099 SQ. FT PROPOSED DEVELOPMENT Q UNSHADED) 31,528.6901 SQ. FT 6" CONCRETE PAVING 810001.9562 SQ. FT. li\\IAw 8" CHIP SEAL PAVING 18 343.063 SQ. FT. " PROPOSED GROUND COVER 2,721.69 SQ. FT PROPOSED OAK TREE CQ PROP. INDIAN HAWTHORN SHRUB PROPOSED 12" H.D.P.E STORM LINE SWR PROPOSED 4" SANITARY SEWER LINE DW PROPOSED 1" DOMESTIC WATER LINE TEL PROP. TELEPHONE LINE (OVERHEAD) E -- PROP. ELECTRICAL LINE (OVERHEAD) GAS NOT PROPOSED 0 PROPERTY CORNER FIRE HYDRANT GUY WIRE MAILBOX MANHOLE POWER POLE T SIGN WATER METER WATER VALVE 15.55 SPOT ELEVATION FL=12.39 FLOWLINE ELEVATION T.B.M. TEMPORARY BENCHMARK THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PAN AND DEVELOPMENT OF OAKLAND LAND & DEVELOPMENT IN CONFORMANCE WITS HE LAWW4 OF THE STATE OF TEXAS AND THE ORDINANCESIiOF_THEIC TTV n .A Ian>? M PLANNING ,I W 9ar6a rsGUt GIva N£Sz 91 I! iii 11 S e i , IiG) apu1M;SIi Z f 3 , 11,1 mrr, '#,1 tiia N ilt_: j'It I O w r� li 11 (� 13� ❑ CD�I 1:5a�5iSz 'lets, �4l� L! : L mFI �taaams II't � m� �I I 1 I I l! F I WP,°%S1: ,:i?,,.. ; _ II:II. tI €I I f! I lip 3I ?iJ I `". Ji;_I 'tvcI 1= a67II�II ill�ll�� I,, CITY OF LA PORTE z KEY MAP PG: 540-X o W w o Q ZONING (LI) LIGHT INDUSTRY. tL W HCAD # 023-212-096-0001 w TYPE OF DEVELOPMENT: OFFICE/WAREHOUSE � N DESCRIPTION OF LAND: O LOT. BLO iiii ON: e--I1-16 TOWN OF LA PORTERECp2DARON: VOLUF DEED RECORDSCOUNTY:HARRIS��'CITY: tENOEFLNORTH 12TH LA PORTE � d- PURCHASER/OWNER: THlE COMPANY: OAKLAND LAND & DEVELOPMENT, LLC AMERICAN TITLE COMPANY U W N 00 FLOOD STATEMENT: `_Z� ��' cv C', V O THIS PROPERTY IS OUT OF THE 100 YEAR FLOOD PLAIN, AND IS IN INSURANCE RATE MAP ZONE X,coAS PER MAP 48201C0945J DATED 11-06-96. » H co A bD IT ►ir✓vLo�� Fa� -z �D O a, t. U°� x� A�ArtvPJtO��wLu of e_0nS%t rS Or Lo-rb b"g O 00 -q c C%1 z U O REGISTERED ENGINEER: aq�� •°F• rF°°o I, PHILLIP E. JOHNSON A LICENSED v�y� .,p 4 PROFESSIONAL ENGINEER IN THE STATE OF TEXAS �PHILLiP EUGENH JOH..... DO HEREBY CERTIFY THAT THE INFORMATION ®e+:"""saeos" ...... ` PRESENTED ON THIS MINOR SITE PLAN TRUE AND tp°�••<.•rce sE� x , CORRECT TO THE BEST OF MY KNOWLEDGE. LANDSCA=P' QUIREMENTS: TOTAL DEVAREA: 31,528.6901 SQ. FT. TOTAL ROOPROVEMENTS : 5,000 SQ. FT.31,528.69000 SQ. FT = 26,928.6901 SQ. FT X 0.06 = 1,591.721406REQUIRED L: 1,591.72 SQ. FT. PROVIDED L2,721.69 SQ. FT. lL x PARKING REQUIREMENTS: ® F-- PARKING SPACE ARE: 4(MIN) +3/1000 SQ. FT. OFFICE + 1/1.5 NON OFFICE QD > W W EMPLOYEES: SHALL BE DETERMINED WHEN LEASED o W EMPLOYEE COUNT: PRIOR TO CHANGE OF OCCUPANCY, OWNER MUST a m COORDINATE WITH CITY OF LA PORTE REGARDING Q PARKING DEVELOPMENT. J PARKING PROVIDED: 90' - 10' X 18, = 4 SPACES W/ CURB STOPS � 900 --10' X 20' = 5 SPACES H 90' - 14' X 20' = 1 H.C. SPACE 60' - 11.5' x 20.8' = 9 SPACES W/ CURB STOPS � W NOTES: LUJ 1. MIN. 10' SEPARATION BETWEEN SANITARY LINE AND WATER LINE. 2. USE CITY OF LA PORTE STANDARD PROTECTION REQUIREMENT AT WATER O LINE - SANITARY SEWER CROSSING. CV (V 3. THE LOCATION OF THE SANITARY AND WATER LINE HAVE BEEN OBTAINED FROM BLOCK MAPS PROVIDED BY THE CITY OF LA PORTE. THE BLOCK MAP DID NOT SHOW THE SIZE OF THE SANITARY LINE BUT IS PROBABLY 8 INCHES OR SMALLER. 4. PROPOSED SAN. SWR. LINES TO BE 4" PVC @ 0.32% W/ 4" FEED TO BUILDING'. 5. PROPOSED SAN. SWR. LINES TO HAVE C.O AT EVERY BEND. MAXIMUM JOB N0, 06-0019 DISTANCE BETWEEN C.O. NOT TO EXCEED 90'. DRWN BY: RC 6. PROPOSED DOMESTIC WATER LINE TO BE 1" WITH 1" FEED TO BUILDING. CKD BY: PEJ 7. NO IRRIGATION METER PROPOSED. FILE: C1.0.dwg 8. NO GAS SERVICE PROPOSED. SCALE: V = 30' DATE: Tue, May 22 2007 DWG: 0 7- 91W,23 '1. o �17, 9 G �o si� ter., �i EAST -125,00' u v evuv out. r IVy -i.' .... 1939'ACRES rJ�l dp 0 Z CFS. 16 FF 19.50 O 15 i O TYP 1D 'rn z al 3000 SQ. ik✓ _ _ 14 E ri O'. f CID 0 I 16 J04 . TYP.0 0.1 1 ACRES 10' 1 \ 7s 7 C 59 L.F. 12" 12oHDPE . ° p HDPE @ 0.37% @ ° o W/6"IRESTRICTOR P 1869- oo v ty 16 r +;WEST 125.00 �- f' . OI a ne;ad>v Ri5da"ao") R151 .e ams Nvs OUTFALLTO EXISTING DITCH DETENTION: L 15.39 TOTAL ACRES: 0.7238 DETENTION REQUIRED: 0.2 AC-FT/AC 0.7238 X 0.2 = 0.14476 AC -FT = 6,305.7456 CU. FT DETENTION PROVIDED AREA A 1635.00 CU. FT AREA B 1107.67 CU. FT. p AREA C 1677.00 CU. FT. 6 AREA D 366.67 CU. FT. AREA E 1054.18 CU. FT. AREA E1 1054.18 CU. FT. PIPE 397.41 CU. FT. TOTAL= 7292.11 CU. FT. TOTAL DETENTION REQUIRED: 6,305.7456 CU. FT TOTAL DETENTION PROVIDED: 7,292.11 CU. FT WATER LEVEL FOR DETENTION: 19.00 PIPE SIZE & LENGTHS: 12" @ 506 L.F. USE A 6" FLOW RESTRICTOR t I OVERHEAD POWER & TEL SERVICE CONNECT BYOTHERS t iD .124 ACRES 0.64 CFS 73 L.F. 12" HDPE @ 0"32% I J e N O B .085 ACRES p 0.71 CFS NI = I00 t t � 02 ' m �t EXISTING HYDRANT NORTH EAST CORNER OF TYLERhST: AND N. 11TH ST. 18" WIDE OPEN CUT REPAIR IN HIND PER CITY OF LA PORTE STANDARI ® PROPOSED 6" SAN. SWR TAP TO EXIST. 8" SAN SWR LINE PROP. 1" WATER METER W1 B. FLOW PREVENTOR FOR DOMESTIC SERVICE (RP, - PROP. 2" TS&V TAP & BOX ON EXISTING W.L. KEYNOTES 1 INCH = 30' FT. �4 PROPOSED TRASH ENCLOSURE W/ 7" CONCRETE PAD O8 PROPOSED 5' SIDEWALK (TYP.) O9 PROPOSED H.C. RAMP (TYP.) 10 PROPOSED 4" PAINT STRIPE (TYP.) 13 PROPOSED CULVERT (EXTEND EXISTING CULVERT APPROX. 3T) 14 PROPOSED BUILDING FF. ELEVATION 19.50 15 PROPOSED SAMPLE WELL & 6" C.O. 16 PROPOSED CURB STOPS ( 18 PROPOSED) LEGEND EXISTING DEVELOPMENT NONE AREA TO REMAIN UNDISTURBED (FUTURE) 18,471.3099 SQ. FT PROPOSED DEVELOPMENT UNSHADED) 31,528.6901 SQ. FT 6" CONCRETE PAVING 8,0001.9562 SQ. FT. 8" CHIP SEAL PAVING 18 343.063 SQ. FT. W W PROPOSED GROUND COVER W W W W 2,721.69 SQ. FT PROPOSED OAK TREE PROP. INDIAN HAWTHORN SHRUB PROPOSED 12" H.D.P.E STORM LINE SWR PROPOSED 4" SANITARY SEWER LINE DW PROPOSED 1" DOMESTIC WATER LINE TEL PROP. TELEPHONE LINE (OVERHEAD) E PROP. ELECTRICAL LINE (OVERHEAD) SAS NOT PROPOSED ® PROPERTY CORNER 4- FIRE HYDRANT GUY WIRE 19 MAILBOX MANHOLE -0- POWER POLE T SIGN ° WATER METER WATER VALVE 15.55 SPOT ELEVATION FL=12.39 FLOWLINE ELEVATION T.B.M. TEMPORARY BENCHMARK IN THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PAN AND DEVELOPMENT OF OAKLAND LAND & DEVELOPMENT IN CONFORMANCE WIT THE LAWS F THE STATE OF TEXAS AND THE ORDINANCE OF TH CITY O L P RTE. i i:9r, I� 1 a+i Is 3p ll� 1N 9arbsy rsGtit 61 NESt I �} r CSt tl +f St vl ' 1 m it 'iPolk'St ( w Mgih StR �� a�� ti ' �t W. I�js 1) 1! 1t t Wf } W�� t v. It I 1 CITY OF LA PORTE KEY MAP PG: 540-X ZONING (LI) LIGHT INDUSTRY. HCAD # 023-212-096-0001 TYPE OF DEVELOPMENT: OFFICE/WAREHOUSE DESCRIPTION OF LAND: BLOq(: SUMMON:1-16 96 TOWN OF LA PORTE NIDA710N: ' VOLUME 58, PAGE 460 OF DEED RECORDS COUNTY: HARRIS' y ?E55: -CITY.- NORTH 12TH STREET (VACANT) LA PORTE ]USER/Omm TTITLE COMPANY: OAKLAND LAND & DEVELOPMENT, LLC I AMERICAN TITLE COMPANY FLOOD STATEMENT: THIS PROPERTY IS OUT OF THE 100 YEAR FLOOC PLAIN, AND IS IN INSURANCE RATE MAP ZONE X, AS PER MAP 4gq8201 CO945J DATED 1 1-06-96, itl -Scoe.x- R6 Lik P4 oslyrso� cgr ddo-� p,,e 1 o tvr q e� REGISTERED ENGINEER: I, PHILLIP E. JOHNSON A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS DO HEREBY CERTIFY THAT THE INFORMATION PRESENTED ON THIS MINOR SITE PLAN TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. LANDSCAPING REQUIREMENTS: TOTAL DEVELOPED SITE AREA: 31,528.6901 SQ. FT. TOTAL ROOFED OVER IMPROVEMENTS: 5,000 SQ. FT. 31,528.6901 SQ. FT. - 5,000 SQ. FT = 26,528,6901 SQ. FT X 0.06 = 1,591.72140E REQUIRED LANDSCAPING: 1,591.72 SQ. FT. PROVIDED LANDSCAPING: 2,721.69 SQ, FT. , PARKING REQUIREMENTS: PARKING SPACE ARE: 4(MIN) +3/1000 SQ. FT. OFFICE + 1/1.5 NON OFFICE EMPLOYEES: SHALL BE DETERMINED WHEN LEASED EMPLOYEE COUNT: PRIOR TO CHANGE OF OCCUPANCY, OWNER MUST COORDINATE WITH CITY OF LA PORTE REGARDING PARKING DEVELOPMENT. PARKING PROVIDED: 90° -10' X 18' = 4 SPACES W/ CURB STOPS 90° -10' X 20' = 5 SPACES 90° -14' X 20' = 1 H.C. SPACE 600 -11.5' x 20.8' = 9 SPACES W/ CURB STOPS NOTES: 1. MIN, 10' SEPARATION BETWEEN SANITARY LINE AND WATER TINE. 2. USE CITY OF LA PORTE STANDARD PROTECTION REQUIREMENT AT WATEI LINE - SANITARY SEWER CROSSING. 3. THE LOCATION OF THE SANITARY AND WATER LINE HAVE BEEN OBTAINED FROM BLOCK MAPS PROVIDED BY THE CITY OF LA PORTE. THE BLOCK MAP'ID NOT SHOW THE SIZE OF THE SANITARY LINE BUT IS PROBABLY 8 INCHES OR SMALLER. 4. PROPOSED SAN. SWR. LINES TO BE 4" PVC @ 0,32% W/ 411 FEED TO BUILD, 4G. 5. PROPOSED SAN. SWR. LINES TO HAVE C,O AT EVERY BEND. MAXIMUM DISTANCE BETWEEN C.O, NOT TO EXCEED 90'. 6. PROPOSED DOMESTIC WATER LINE TO BE 1" WITH 1" FEED TO BUILDING. 7. NO IRRIGATION METER PROPOSED. 8. NO GAS SERVICE PROPOSED.