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HomeMy WebLinkAboutSTS PROJECT SITE PLANw CD d O CO W t— W W W o C~ m O h=- m �o o� U v NOTES EXISTING FIRE HYDRANT LOCATED NE CORNER OF S 1701 AND W'A' STREET 343" FROM BUILDING WEST 'B' STREET (60' R.O.W.) (TO BE IMPROVED BY OWNER/DEVELOPER) 1, THIS SITE PLAN IS NOT A SURVEY, BUT RATHER PREPARED FROM A SURVEY DONE BY BEAR LAND SURVEYING CO, IN NOV, 2007) JOB NO, 07-128-3. 2. THIS TRACT LIES IN ZONE AE FLOOD PLAIN . ZONE AE, FIRM PANEL #48201C0945L, 06-18-2007 WITH BFE 17.0' 3, LAND TO BE DEVELOPED AT THIS TIME CONSISTS OF LOTS 10-16 INCLUSIVE, LOTS 19-23 INCLUSIVE, AND THE ALLEY ADJOINING THERETO, BLOCK 752, LA PORTE, HARRIS COUNTY, TEXAS, 4, DEVELOPED LAND = 24,275 SQ. FT;, BUILDING = 6,240 SQ. FT„ 24,275 - 6,240 = 18,035 x 67 LANDSCAPING REQUIRED, REQUIRED LANDSCAPE AREA = 1,082 SF 5. LANDSCAPING INCLUDES: 139 DWARF OLEANDERS OR EQIVILANTj 3 GAL MIN 22 CREPE MYRTLES- SP NATCHEZ OR EQUIVILANT) 10 GAL MIN LANDSCAPED 2300 SQ FT AREA SITE PLAN W/ DRAINAGE e 0 — — — — — — — — — — — — —I EXISTING FIRE HYDRANT } EXISTING ELEVATION LOCATED 120' SOUTH OF +xxx PROPOSED ELEVATION s IST45 FROM BUILDING 6, PARKING SPACES ARE: 4(MIN) + 3 FOR NON OFFICE EMPLOYEES EMPLOYEE COUNT - APROX, 36 = (4 + 12) 16 SPACES TOTAL SUPPLIED PARKING SPACES = 21. IN WHICH 1 IS HANDICAPPED PARKING. 7, ZONED: LIGHT INDUSTRIAL SETBACKS: FRONT 20' j SIDES 10' j REAR 10' 8, HCAD# 024-096-052-0010 # 024-096-052-0015 # 024-096-052-0019 # 024-096-052-0023 # 024-096-052-0030 9, PRIOR TO CHANGE OF OCCUPANCY, OWNER MUST COORDINATE WITH CITY OF LA PORTE REGARDING PARKING DEVELOPMENT, 7 TYP DETAIL EXCEPT @ DOORS NTS EL 18.1 —EL 18.5 nor EL 18.57 —EL 18.7 TYP DETAIL @ DOORS NTS LEGEND a--S SANITARY SEWER (SIZE NOTED) --YV-2 WATER LINE (SIZE NOTED) 2--G—� NATURAL GAS LINE (SIZE NOTED) �E--2 OVERHEAD ELECTRICAL POWER LINES z x x x x x x 6' CHAIN LINK FENCE 2-- UE —2 UNDERGROUND ELECTRICAL POWER LINES 2—PL— PROPERTY LINE _ = _ --t STORM SEWER fw FIRE HYDRANT ># TREES — CREPE MYRTLE 0 SHRUBS — DWARF OLEANDER 10. BASE FLOOD ELEV, 17.01 CERTIFIED ELEVATION CERTIFICATE, 8-7-07 HARRIS COUNTY FLOODPLAIN REFERENCE MARK #060030) NAVD1988, 2001 ADJUSTED] ELEVATION 18,23, 12, DETENTION CALCULATIONS: REQUIRED] 24,674 SF = 0.566 AC. 0,566 AC X .20 AC FT/AC = 0,113 AC FT, 0.113 AC FT X 325,851 GAL/ AC FT = 36,821 GAL, 36,821 GAL / 7,48 GAL PER CU FT = 4,923 CU FT, PROPOSED SURFACE DETENTION] (PHASE ONE) 9,411 SF X 386' (4,625' DEEP, MAX) = 3,630 CF, PROPOSED SURFACE DETENTION] (PHASE TWO) 4,940 SF X .536' (6143' DEEP, MAX) = 2,648 CF, TOTAL] 3,630 CF + 2,648 CF = 6,278 CF, (PROPOSED) 6,278 CF > (REQUIRED) 4,835 CF. /VOTE: W►}T" CoNNEcT)oM5 70 5; FAV10E XNDIVID04L B0IL.Djr/6. AND DoI55 Hor soPPLY WAT>=R 76 ANOT WLA BUIL-DING- VICINITY MAP MINOR DEVELOPMENT SITE PLAN PARCEL OF LAND BEING LOTS 10-16 INCLUSIVE AND LOTS 19-23 INCLUSIVE, AND THE ALLEY ADJOINING THERETO, BLOCK 752, LA PORTE, HARRIS COUNTY, TEXAS, SCOPE OF WORK PROPOSED WORK WILL PROCEED IN TWO PHASES, FIRST PHASE BEING ALL PARKING LOT AREAS AND ADJACENT LANDSCAPING, PHASE TWO WILL INCLUDE THE OF ERECTION A 65' X 96' PRE-ENGINEERED METAL BUILDING, SIDEWALKS AND REMAINING LANDSCAPING, THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN DEVELOPMENT OF THE PROPOSED MINOR DEVELOPMENT SITE PLAN FOR STS BEING 0,566 ACRES, OUT OF LOTS 10-16 INCLUSIVE AND THE ALLEY ADJOINING THERETO AND LOTS 19-23 INCLUSIVE AND THE ALLEY ADJOINING THERETO, BLOCK 752, LA PORTE, HARRIS COUNTY, TEXAS, IN CONFORMANCE WITH THE LAWS OF THE STATE OF TEXAS AND THE ORDINANCES OF THE C TY OF LA PORTE, r // ATTEST: ft BY:-�L-.1Am 9.AQ_ LA PORTE CITYPENGINEER PLANNING FILING DATE: TYPE OF DEVELOPMENT: WAREHOUSE/OFFICE OWNER: DURCO, LTD 2019 W, INDIES CT, LA PORTE, TX 77571 DEVELOPER: STS 125 SO, 17TH STREET LA PORTE, TX 77571 PLAT ACCURACY CERTIFICATE FILING DATE: I, WILLIAM T, MANNING, JR„ AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT, '))11P E WILLIAM T, MANNIN , 2,, PE, TEXAS REGISTRATION NO, 80640 SCALE: 1" =10' 1 01 P? architecture - design - planning - 530 30. Broadway. Sto '1400 0Rw:(281)604-0532 xttb Fex: (281)4>i-0GOt www.projectdesignpartners.com PROJECT NUMBER PROJECT TITLE PROFESSIONAL REAL _.avw' � ev .. rq'; *........................ WILLIAM T. MANNINa JR.$ �jyf�O;c.9FG1 ��C rjCa DRAWINGS ISSUED FOR: OWNER APPROVAL PROGRESS PRINT FINAL PRINT SCOPE OF THE DOCUMENT THIS DRAWING INDICATES THE GENERAL SCOPE OF THE ' PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNLESS DATED AND NOTED AS ISSUED FOR CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY OF i2,hr'Oc[piwc-A C.0 AND IS NOT TO BE USED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF WARNING IF THIS BAR DOES NOT MEASURE T' THEN DRAWING IS NOT TO SCALE DRAWN BY: CHECKED BY: DATE DPL 2007/I1/24 SHEET TITLE SITE PLAN W/ NOTES DRAWING NUMBER SHEET NO. C1.1 o7-APS-4 SAN SWR MH CONTRACTOR TO COORDINATE NEW SERVICE RiM.-100 00 WITH POWER COMPANY. CONTACT MILTON HILL -k:!S1' 8"TL`92.0 (FIELD VER!s'') AT 281-425-7313 P P P P P P P P P P P P EP P P P P ,'�VEL RCkD P- 8" SAN Br, SA - x � GRAVEL KlNO-) ALLEY x ,-GRNAO ROAD % ,.GRAVEL TiOADJ - - - - - - - - - - - - - - - - 3r, WTR - - - - - - - - - - - - - 3" WiR - - - - - - - _____________________________________--- __________________________________ MEP100_40t MEP100.40t -EDGE--- --- k TC101z10_ ------------------------- --- --- --- ----- ___ ___ - - GAS TP100.80 p } GAS -�� - - 1�' TP100.60 - - - - - - : o� - - - TP700.42 FG100.60 x / m OVERHEAD POWER. / U �( 8' CONCRETE COORDINATE WITH MEP RAIEMENT m m / ! , TC101.30 TC101.30 w N TP100.80 FG100.80 101.30 TP100.80 1 / 100.80 FG100.80 LL / TC701.10:' 20' BUILDING LINE REFER TO MEP DRAWINGS FOR EXACT LOCATION. 20' BUILDING LI E ALSO REFER TO ONE LINE DIAGRAM. FG100.60 I x � TP101.40 TP101.40 G100.90 FG100.90 TC101.iD �.......... .....{ j TP100.60 f f � T .' T'R4i:-Ei.XISTING CjUII..DIN.' EXISTING BUILDING F� 1cc.53 r/ : �Y t ! '1 vi - µ•�• T n^ n. • nr 4 •, R. , rR �.: nF �, .{ y F'. J ir\ V LH VKTL :UHrJ ^�i=R SURVEY, ABSTRACT.' 35, LA -n ?I;, HARIRIS COUNTY, FXAS Ul% TC101 TP101 TP101.30 FG100.20 TP101.40 ' FG100.00 PROPOSAL - HANDRAIL TP101.40 - FG100.00 0 PROPOSED BUILDING 6,000 SQUARE FEET FF101.50 11 x c ! v T v i P,19 BLOC C 50, 1' W 0- i.A Q0! TE o x :n. NUN.R SJ:,! ., 8S .3.,. LA, PORT', � IARRIS , U � v, TEXAS iD cl TP101.50 TC101.25 FG101.15 FG1�01.000 F4� B %B �- TP101.50 2 ,DO 0' BUILDING LINE x 100.00 (2) STEPS PROPOSED 5' SIDEWALK WEST MAIN 90' ROW .3-'PHAL' RO.Af) n o: v MN r• 20, nn OWN . rr <_•nN -•,,.v,ya SURVEY, ABSTRACT .:� L; nLi RJi-v- :` Ul Jr,RIRIS i:n::N:v, .:AAti VOL.. :i , by `0i'd ,I in JFG101.15 TC101.25 � / / 0' BUILDING LINE TC101.25 TP101.15 EXISTING SIDEWALK J"✓a0 Cr GRADING LEGEND N �- - SLOPE DIRECTION -� - DIRECTION OF FLOW FF - FINISH FLOOR FL - FLOW LINE w TC - TOP OF CONCRETE TP - TOP OF PAVEMENT TG - TOP OF GRATE TW - TOP OF WICK MEP - MATCH EXISTING PAVEMENT S MNG - MATCH NATURAL GRADE SCALE:1 '=10' PL - PROPERTY LINE FG - FINISH GRADE EXTC - EXISTING TOP OF CURB ADJ - ADJUST RIM ELEVATION BENCHMARK DATA TBM= CUT X ON TOP OF CURB, SOUTH OF SOUTHEAST CORNER OF PROPOSED BUILDING. ASSUMED ELEV=100.00 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY All CONDITIONS OF SITE AND SHALL LOCATED AND STAKE OUT PROPERTY LINES, SETBACKS, EASEMENTS, ETC., AND NOTIFY ARCHITECT IF ENCROACHMENT EXISTS, 2. CONTRACTOR SHALL PROVIDE FOR SITE DRAINAGE DURING CONSTRUCTION SO THAT WATER DOES NOT ACCUMULATE OR POND IN THE AREA OF WORK. 3. CONTRACTOR SHALL COMPLY WITH ALL STATE COUNTY AND LOCAL REQUIREMENTS. 4. PER THE BOUNDARY SURVEY THIS SITE DOES NOT UE WITHIN THE 100-YEAR FLOODPINN PER FEMA PANEL 485487 0945L JUNE 18, 2007 5. NO DRAINAGE TO WEST MAIN STREET. 6, PROJECT CONSISTS OF A 6,000 COMMERCIAL RETAIL STORE IN THE MS OVERLAY DISTRICT. 7. PROJECT SITE UES WITHING THE MAIN STREET DISTRICT MSO ZONING. 8. OWNER OF THIS FACILITY : NAPA AUTO PARTS DIVISION 518 W. MAIN STREET LA PORTE, TEXAS CONTACT: BRENT HECKENDORN 281-471-3133 9. PARKING LOT FORMULA (PROPOSED BLDG=6,000 + EXIST BLDG=5,500) 4 PARKING STALLS FOR EVERY 1,000 SF = 11,500/1,000 = 11.5 =11.5x4=46 TYPICAL PARKING STALL PER CITY OF LA PORTE TO BE 10'x18' STANDARD do 14'x20' ACCESSIBLE REQUIRED PARKING STALLS = 46 PARKING STALLS PROVIDED ON EXIST do PROP SITE - 24. THE REMAINDER WILL BE PROVIDED ON OWNERS LAND ACROSS 5TH STREET. FEMA NOTE 1. THIS LOT IS - NOT WITHIN THE 100 YR SPECIAL FLOOD ZONE 3X' HAZARD AREA AS INDIC ATED BY ti9)A PANEL 48548 945 7 L DATED JUNE 78 2007. CITY APPROVING AUTHORITY CERTIFICATE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN DEVELOPMENT OF NAPA AUTO STORE IN CONFORMANCE WITH THE ORDINANCE. 0 THE CITY OF LA PORTS tiY: l A D A EXIS'iING BU!LD!NG SITE PLAN ACCURACY CERTIFICATE TP1G1.G0 I, JOHN D. GERDES, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE PLAT OR SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAN OR SITE PLAN. D. GERDES, P.E. /�4,,�'Z1 REGISTRATION No. 88497 R PROP BLDG FF101.50 R PROP BLDG FF101.50 EXIST BLDG z. r, FF101.00 2.0' 2.5' 0.5' SECTION B-B TI XAS LAND ENGINEERS, INC. 005 RIVERWAY, SUITE 250 HOUSTON, TX 77056 PH: (281) 576-1085 FAX: (281) 576-1086 REVISIONS NO! DATE DESCRIPTION V W � 00 V H w v 1 h�+�1 W' M�1 r ©Lr r ye r xa�1r tLx9 > ..a 'LE P LOJECT NO: 07-050 )ATE DECEMBER 2007 )RAN N BY: D.G. ;H�EC MD BY: J.D.G. �r SHEET C3 r� n7- SaS7 R. ryo F- Iz P P -P -P P P 8" SAN P o0 GRAVEL ROAD.% ALLEY f 3„ WTR v o -- - - - - - - - - - - - - - - - - - - - no v' SAN Stvlt M:I CONTRACTOR TO COORDINATE NEW SERVICE RIFA=1 DO.O0 WITH POWER COMPANY. CONTACT MILTON HILL EXIST 3"rL52.1�0 ;FIELD VERIFY; AT 281-425-7313 PROP-6'FT9 . P P_ P P p F AFL ROAD-- p p_ 8" SA -GRAVEL 3'x2' TEE CONNECTION GRAVEL ROAD PER CITY OF LA PORTE STANDARD REQUIREMENTS - 3 WTR - - - - - - - - - - - - - EDGE OF %RAVE:. ROAD -------------.--- .------- Y Y. WEST MAIN 90' ROW ASPHALT ROAD §;'��o dP (1) 2' WTR MTR - OVERHEAD POWER. COORDINATE WITH MEP REFER TO MEP DRAWINGS FOR EXACT LOCATION. ALSO REFER TO ONE LINE DIAGRAM. LOlTR2�i0. BOCK 56, TOWS' OF LA PORTF HARK r;:i r PG 4'60 ,t,IS . �iHV1', TRXP,S 'vOL. :8, � EXISTING SIDEWALK EXISTING (IIUiI.1.IIdG FF 101.00 ml iw E S SCALE:1 "=10' BENCHMARK DATA TBM= CUT X ON TOP OF CURB, SOUTH OF SOUTHEAST CORNER OF PROPOSED BUILDING. ASSUMED ELEV=100.00 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS OF SITE AND SHALL LOCATED AND STAKE OUT PROPERTY LINES, SETBACKS, EASEMENTS, ETC., AND NOTIFY ARCHITECT IF ENCROACHMENT EXISTS. 2. CONTRACTOR SHALL PROVIDE FOR SITE DRAINAGE DURING CONSTRUCTION SO THAT WATER DOES NOT ACCUMULATE OR POND IN THE AREA OF WORK. 3. CONTRACTOR SHALL COMPLY WITH ALL STATE COUNTY AND LOCAL REQUIREMENTS. UTILITY LEGEND SAN - SANITARY SWR - SEWER W.L. - WATER LINE WTR - WATER WM - WATER METER IRR. WM - IRRIGATION WATER METER TS&V - TAP, SLEEVE & VALVE RPBP - REDUCED PRESSURE BACKFLOW PREVENTOR STM - STORM MH - MANHOLE FH - FIRE HYDRANT LF - LINEAR FEET CO - CLEAN OUT ESMT - EASEMENT PROP - PROPOSED FF - FINISH FLOOR TG - TOP OF GRATE TR - TOP OF RIM FL - FLOW LINE ADJ - ADJUST ELEVATION TE AS LAND ENGINEERS, INC. 5 t05 RIVERWAY, SUITE 250 HOUSTON, TX 77056 PH: (281) 576-1085 FAX: (281) 576-1086 REVISIONS E I DESCB STi+147 )JECT NO: 07-050 )ECEMBER 2007 I BY: D.G. ?D BY: J.D.G. SHEET r`Jai Yw¢ a m Try p o _I W =:)(-- OR ZF V) c/) MtnCD a= a" N S AN SWR MH CONTRACTOR TO COORDINATE NEW SERVICE R:N -100 00 WITH POWER COMPANY. CONTACT MILTON HILL P P P P P P P P P P P P EXIST 8'TI-92: D (FIELD!LG VER6�Y) AT 281-425-7313 - P P P P p i EDG: 0:r GR;pVrL ROAD 8„ SAN ° P_ - 8" SA x Tom. GRAVE: ROAD - ALLEY x GRAVEL ROAD � „ r 'R VEL IROAC -� a 1 - - - - - - - - - - - - - - - - 3" WTR - - - - - - - - - - - - - 3" WTR - - - - - - - _ _ MEP100_40t MEP100.40f MEP100.45f GE OF GAVEL RDA ------------------------- _____ __------------------------------------------ GAS---- & TC101.10- - -- --- '� -- --- -- s---- _-- GAS -� --- --- --- --- T'M - - - TP100.42 ` TP10CF ;o TP100.60 ti°' o - FG100.60 x x ITT , FG;o:;50 OVERHEAD POWER. 6' CONCRETE COORDINATE WITH MEP PA 1EMENT d U Lq /,1 TC101.30 TC101.30 ° N j TT'100.80 101.30 7P100.80 \ i FG100.60 - 100.80 FG700.80 REFER TO MEP DRAWINGS FOR EXACT LOCATION. a; ✓/ TC701.10.�) 20' BUILDING LINE ALSO REFER TO ONE LINE DIAGRAM. sl w j j FG100.60 TP101.40 20' BUILDING LI E TP101.40 G100.90 FG100.90 TP100.60 PRE-EXISTING BUILDING "NON CON' ORM NG S RUC I URl " / / EXISTING BUILDING / Fr 00.5.5 LOTS 11 --- 15 BLOCK 56, TOWN OI. LA PORTE ;ONNSON IUNTER SJRVEY, r1BSTRA,CT 35, LA :-Ort:t, HAiRRIS Otil<iY, 'iI.AAs 1� Z_ J _ O 4 A /� mW A 1 / ,I o 1 T TP101.50 FG101.15 PROPOSED BUILDING 6,000 SQUARE FEET FF101.50 x LOTS 18,19 BLOCK 56, ;OWN OF A PORTE ABSTRACT ri i?� . r : :;C..aSGi� ::U�. RSURVEY, c ::U�Tn;v,. L,� rORT-, HARRIS COU'vfv, 1EXAS TP101.30 FG100.20 TP101.40 FG100.00 PROPOSAL HANDRAIL 0 TP101.40 a TP101.50 FGIOO.00 0' BUILDING LINE MEP100.00 TP100.00 M(P100.00t (2) STEPS PROPOSED 5' SIDEWALK TP100.00 � Cjd iU GCi,y WEST MAIN 90' ROW ASPHALT ROAD 0' BUILDING LINE TP101.15 x T '1 Ci x x LOT 2 i RLOCK 56, ':OWN OF ' : PORTE l l 1. l � O�i�;GG.ti H;!viEl: SURVEY. ;^>rSK,t;;T 3 L:'l nR;- m :; jm JDARRiS C01INT,, TEXAS VOL. "S, PG 460 U � co of TTC101.25 FG101.00 ��%-/ 7 tr ✓B /cj N TC101.25 FG101.15 EXISTING SIDEWALK EXIST Lv!G BUILD I NG TiMIDIPARTd NTT)ff-RANSPORTATTON • 140upo ISTAIC'PiaMITS GRADING LEGEND N �- - SLOPE DIRECTION - DIRECTION OF FLOW FF - FINISH FLOOR FL - FLOW LINE w TC - TOP OF CONCRETE TP - TOP OF PAVEMENT TG - TOP OF GRATE TW - TOP OF WALK MEP - MATCH EXISTING PAVEMENT S MNG - MATCH NATURAL GRADE SCALE- I "10' PL - PROPERTY LINE FG - FINISH GRADE EXEC - EASING TOP OF CURB ADJ - ADJUST RIM ELEVATION BENCHMARK DATA TBM= CUT X ON TOP OF CURB, SOUTH OF SOUTHEAST CORNER OF PROPOSED BUILDING. ASSUMED ELEV=100.00 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS OF SITE AND SHALL LOCATED AND STAKE OUT PROPERTY LINES, SETBACKS, EASEMENTS, ETC., AND NOTIFY ARCHITECT IF ENCROACHMENT EXISTS. 2. CONTRACTOR SHALL PROVIDE FOR SITE DRAINAGE DURING CONSTRUCTION SO THAT WATER DOES NOT ACCUMULATE OR POND IN THE AREA OF WORK. 3. CONTRACTOR SHALL COMPLY WITH ALL STATE COUNTY AND LOCAL REQUIREMENTS. 4. PER THE BOUNDARY SURVEY THIS SITE DOES NOT LIE WITHIN THE 100-YEAR FLOODPLAIN PER FEMA PANEL 485487 0945L JUNE 18, 2007 5. NO DRAINAGE TO WEST MAIN STREET. 6. PROJECT CONSISTS OF A 6,000 COMMERCIAL RETAIL STORE IN THE MS OVERLAY DISTRICT. 7. PROJECT SITE LIES WfTHING THE MAIN STREET DISTRICT MSO ZONING. 8. OWNER OF THIS FACILITY : NAPA AUTO PARTS DIVISION 518 W. MAIN STREET LA PORTE TEXAS CONTACT: BRENT HECKENDORN 281-471-3133 9. PARKING LOT FORMULA (PROPOSED BLDG=6,000 + EXIST BLDG=5,500) 4 PARKING STALLS FOR EVERY 1,000 SF = 11,500/1,000 = 11.5 =11.5z4=46 TYPICAL PARKING STALL PER CITY OF LA PORTE TO BE 10'z18' STANDARD k 1420' ACCESSIBLE REQUIRED PARKING STALLS = 46 PARKING STALLS PROVIDED ON EAST & PROP SITE = 24, THE REMAINDER WILL BE PROVIDED ON OWNERS LAND ACROSS 5TH STREET. FEMA NOTE 1. THIS LOT IS NOT WITHIN THE 100-YR SPECIAL FLOOD ZONE 'X' HAZARD AREA AS INDICATED BY FM PANEL 485487945L DATED JUNE 18, 2007. CITY APPROVING AUTHORITY CERTIFICATE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF NAPA AUTO STORE IN CONFORMANCE WITH THE ORDINANCE OF THE CITY OF LA PORTE BY: DIRECTOR, PLANNING DEPARTMENT SITE PLAN ACCURACY CERTIFICATE I, JOHN D. GERDES, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE PLAT OR SITE PLAN IS TRUE AND CORRECT, AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAN OR SITE PLAN. JO D. GERDES, P.E. REGISTRATION No. 88497 R EXIST B6G ; PROP SLOG 2.5' j 4.75' r SECTION A -A j 2.0' j 2.5' 0.53 � T SECTION 8-8 FF101.50''' : ,r R EXIST BLDG FF101.00 �1 RECEIVED JAM 4 2008 E CAS LAND ENGINEERS, INC. s )05 RIVERWAY, SUITE 250 HOUSTON, TX 77056 PH: (281) 576-1085 FAX: (281) 576-1086 REVISIONS M97 1�`M�-off E DJr,C1T NO: 07-050