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HomeMy WebLinkAboutFAIRMONT PARKWAY PLAZA SITE PLAN (2)Em51■,6 OFOEMAY - ` o `1 o•. .4 " 124" SEWER M.H. c i J • I 1 I NI X W 0 Z VICINITY MAP S.ry, 225 W 2 PASADENA BLVD. SPENCER HWY. FAIRMONT PKWY. SITE KEY MAP • 579-E I I i I I ADDRESS: 9803 & 9805 WEST FAIRMONT PARKWAY, .L ----------------.h •- - - - - - - - - ♦ LA PORTE. TX. EXISTING WATER LWE DEVELOPMENT NAME FAIRMONT PARKWAY PLAZA i ( DEVELOPMENT TYPE: GAS STATION, C. STORE AND RETAIL LEASE SPACES ZONING / CLASSIFICATION: NEIGHBORHOOD COMMERCIAL (NC) OWNER / DEVELOPER: AMERICAN NATIONAL TITLE !� FIRE HYDRANT 245' FRON C. TORE. j AND 191'FROM LEASE BUILDIN LEGAL DESCRIPTION CITY OF LA PORTE AND OUT OF LOT 719. TR 719B, LA PORTE OUTLOTS, OF THE W. B. LAWRENCE SUBDIVISION RECORDED UNDER VOL. 83. PG. 344 OFF THE DEED RECORDS OF HARRIS COUNTY, TEXAS. NOTE TO CONTRACTOR CAUTION H VERIFY LOCATION OF UNDERGROUND TANKS AND PRODUCT LINES BEFORE EXCAVATING. USE EXTREME CAUTION. LANDSCAPING LEGEND 2" CALIPER BALD CYPRESS WAXLEAF LIGUSTRUM OLEANDER ' PARKING REQUIREMENTS BUILDING AREA 7,800 S.F. TYP. PARKING SPACE 10' x 18' ACCESSIBLE PARKING SPACE 14' x 20' TOTAL REQUIRED 4 SPACES PER 1,000 S.F. - 4 (FOR RETAIL & C. STORE) GENERAL NOTES: PROPERTY AREA 39,911 SF. CONCRETE PAVED PARKING AREA 24,170 SF. BUILDING AREA- 2,800 SF. C. STORE & 5000 SF. LEASE SPACES CANOPY COVERED AREA 4,468 S.F. OCCUPANCY CLASSIFICATION: M TYPE OF CONSTRUCTION: II B OCCUPANT LOAD:2400/60 - 40.FOR C. STORE BUILDING CODE* 2003 IBC, 2003 IMC, 2003 IPC, 2005 NEC. 2003 IFC w z X. G.C. - GENERAL CONTRACTOR ONR. - OWNER 0. - OTHER E.T.R. • EXISTING TO REMAIN M.E.G. - MEET EXISTING GRADE BUILDING ORIENTATION POINT 1 ROOF SLOPE MIN. I/4" PER 12" TYP. 2 EXISTING CANOPY, PUMPS AND BUILDING TO BE REMOVED. 3 EXISTING CAR WASH BUILDING, DRAINS AND TANKS TO BE REMOVED. 4 EXISTING UNDERGROUND TANK VENT LINES. 5 EXISTING CONC.CURB AND PAVEMENT TO BE REMOVED. 6 EXISTING LIGHTPOLE AND LIGHT TO BE RELOCATED TO THIS LOCATION 7 EXISTING FUEL TANKS TO REMAIN 8 TALL SIGN. E.T.R. g STORM DRAIN INLET. SEE DRAWING 'C-T FOR DETAILS. 10 11 EXISTING DRIVEWAY TO REMAIN 12 EXISTING DRIVEWAY TO BE REMOVED 13 TRAFFIC SIGNAL 14 CONCRETE SIDEWALK 15 AIR / WATER MACHINE 16 FUEL DISPENSER 17 CANOPY COLUMN 18 6" TALL STEEL ENCASED CONCRETE FUEL ISLAND. 19 EXISTING SEWER MANHOLE PROPOSED 6" SEWER LINE TO MANHOLE. EXISTING SEWER TAP. 1 EXISTING 2" WATER METER TO SERVE 9805 W. FAIRMONT PARKWAY IN FUTURE. 1 GREASE TRAP & SAMPLE WELL. (SEE 'P-2' FOR DETAILS) 1.5" WATER LINE TO C. STORE (9803). IRRIGATION AND AIR/WATER MACHINE. EXISTING ELECTRICAL SERVICE TO PROPERTY. 400 AMP. TO C. STORE PROPOSED UNDERGROUND 3" PVC CONDUIT FOR ELECTRICAL SERVICE.TO BUILDING. 2" PVC CONDUIT TO LIGHT POLES ,SIGN AND AIR MACHINE EXISTING POWER POLE AND UTILITY LINES. PROPOSED 4'-0" WIDE CONCRETE SIDEWALK (PER LA PORTE STANDARDS) SLOPE DOWN/TERMINATE CONCRETE CURB AT PROPERTY LINE. TYP PROPOSED 1.5" WATER METER TO SERVE 9803 W.FAIRMONT PARKWAY, INSTALL BACKFLOW PREVENTER. (PVB) 12" ABOVE GRADE. AT AIR/WATER, IRRIGATION LINE FLOOD NOTES THIS SITE LIES IN FLOOD ZONE 'X' (NOT WITHIN 100 YEAR FLOOD PLAIN) ACCORDING TO THE FEMA MAP 10 4 1 4 L , REVISED I JUNE 18. 2007 KTSARP) SEE ATTACHED DRAINAGE PLAN 'C-TFOR FLOOD CONTROL DISTRICT APPROVALS AND CALCULATIONS. TOPOGRAPHY TOTAL REQUIRED 7.800 S.F. / 1,000 S.F. - 7.8 SITE PLAN ACCURACY CERTIFICATE 7.8 X 4 SPACES - 32 -4• 36 SPACES HANDICAP ACCESSIBLE SPACES 2 (INCLUDED) 1. KARIM S. DADELAHI, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE STE PLAN IS TRUE AND CORRECT AND THAT ALL BEARINGS, DISTANCES, TOTAL PROVIDED 36 SPACES ANGLES,CURVE RADIUIIAND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT. STRIPING FOR PARKING, SHALL BE PAINTED 4" WIDE PER CITY OF LA PORTE CRITERIA.7k Ae 1/ _ LANDSCAPING REQUIREMENTS KARIM S. DADELAHI, P.E. TEXAS REGISTRATION NO.94933 DEVELOPED SITE AREA - ROOFED OVER IMPROV. - REMAINDER x 6X 24170 SF. - 7800 SF. - 16370 SF x 6X - 982 SF. REQ'D. TOTAL LANDSCAPED AREA PROVIDED - 4250 SF. LOT COVERAGE LOT AREA - 39,911 SF. CITY APPROVING AUTHORITY CERTIFICATE BUILDING/ CANOPY AREA- 7,800.4,468 SF-.12,268 SF. COVERAGE Z • 12268/39911. 31X THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF 'FAIRMONT PARKWAY PLAZA'IN CONFORMANCE WITH THE ORDINANCES OF THE CITY. OF LA PORTE. s. Q ME I S ( ti Ei Cli 0 00 LQ 00' 0 ti Z O O LL LL I Z OC G r N r Z LU Q m O11!9-06 DRAWN.BY FS TE PLAN SHE ;T A-1 SCALE: 1" - 20' PROJECT NO, o7- S-,a233 1 STORM SEWER CONSTRUCTION NOTES STANDARD HCFCD NOTES FOR CONSTRUCTION DRAWINGS I. STORM SEWER PIPE TO BE PO(.YVINYL CHLORIDE PIPE (PVC) 1. NOTIFY THE HARRIS COUNTY FLOOD CONTROL DISTRICT, PROPERTY MANAGEMENT DEPARTMENT CONFORMING TO ASTM D-3034, SDR 35, EXCEPT AS OTHERWISE NOTED IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. SUBMIT ON THE PLANSFOR 8"-15" PIPE AND AS1M F-679 FOR 18"-24" PIPE THE HCFCD 48 HOUR PRE -CONSTRUCTION NOTIFICATION FORM AND A COPY OF THE APPROVED CONSTRUCTION DRAWINGS TO HCFCD, 9900 NORTHWEST OR . REINFORCED CONCRETE PIPE RCP SHALL CONFORM TO API C- (RCP) FREEWAY, HOUSTON, TEXAS 77092, ATTN: PROPERTY MANAGEMENT DEPT. 76, CLASS III, EXCEPT AS OTHERWISE NOTED ON THE PLANS. OR DUCiItE IRON PIPE SHALL CONFORM TO ANSI A21.51, THICKNESS 2. BJGNEER SHALL SUBMIT CERTIFICATION LETTER AND RECORD DRAWINGS CLASS 5051, EXCEPT AS OTHERWISE NOTED ON THE PLANS. TO THE HARRIS COUNTY FLOOD CONTROL DISTRICT, PROPERTY MANAGEMENT 2. ALL STORM SEWERS TO RECEIVE BEDDING AND BACKFILL IN DEPARTMENT, REQUESTING INSPECTION OF ITEMS CONSTRUCTED IN HARRIS COUNTY ACCORDANCE WITH THE DETAILS CONTAINED IN THE PLANS. STORM FLOOD CONTROL DISTRICT RIGHT-OF-WAY.TO REEQUUIR�EINSPECTION, THE DRAINAGE SEWERS WITHIN PUBLIC STREET RIGHTS -OF -WAY OR EASEMENTS TOAND/OR EASEMENTS SHALL BEPRIOR Y STAKED AND RECEIVE BEDDING AND BACKFILL IN ACCORDANCE WITH CITY OF HOUSTON PUBLIC WORKS DEPARTMENT SPECIFICATIONS FOR SEWER 3. PROTECT, MAINTAIN, AND RESTORE EXISDNG BACKSLOPE DRAINAGE SYSTEM CONSTRUCTION, FORM E-14-62AND ENGINEERING STANDARD CONSTRUCTION DETAILS, LATEST PRINTING AND AMENDMENTS THERETO. 4. BACKSLOPE SWALE AND INTERCEPTOR STRUCTURE ELEVATIONS AND LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. FINAL ELEVATIONS AND LOCATIONS SHALL BE 3. ALL STORM SEWER MANHOLES,( GRATE INLETS AND JUNCTION BOXES TO FIELD VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION BE CONSTRUCTED AS SHOWN 7N THE DETAILS CONTAINED IN THE PLANS. 5. ESTABLISH TURF GRASS ON ALL DISTURBED AREAS WITHIN THE CHANNEL 4. STORM SEWER CONSTRUCTION, INCLUDING INLETS AND MANHOLES, OR DETENTION RIGHT-OF-WAY, EXCEPT THE CHANNEL BOTTOM AND WHERE WHERE STRUCTURAL EROSION MEASURES ARE USED. MINIMUM ACCEPTANCE OUTSIDE OF PUBLIC STREET RIGHTS -OF -WAY OR EASEMENTS TO BE IN RITARE COVERAGE OF LIVE BERMUDA GRASS AND NO EROSION LS ACCORDANCE WITH THE DETAILS CONTAINED IN THE PLANS. STORM OR RTHAN 4". ORILLP DEEPER SEWER CONSTRUCTION WITHIN PUBLIC STREET RIGHTS -OF -WAY OR EASEMENTS TO BE IN ACCORDANCE WITH THE DETAILS CONTAINED IN THE PLANS. STORM SEWER CONSTRUCTION WITHIN PUBLIC STREET 6. BACKFILL IN ACCORDANCE WITH THE HARRIS COUNTY FLOOD CONTROL RIGHTS -OF -WAY OR EASEMENTS TO BE IN ACCORDANCE WITH CITY OF DISTRICT STANDARD SPECIFICATION, SECTION 02315- EXCAVATING AND HOUSTON PUBUC WORKS DEPARTMENT SPECIFICATIONS FORM E-14- BACKRLUNG, OR EQUIVALENT 62AND ENGINEERING STANDARD CONSTRUCTION DETAILS, LATEST PRINTING AND AMENDMENTS THERETO. 7. EXCAVATE CHANNEL FLOWUNE TO DESIGN ELEVATIONS AS SHOWN ON PLANS AND DOWNSTREAM, AS NECESSARY, TO ENSURE NO WATER IN STORM 5. ALL STORM SEWER TRENCHES UNDER PROPOSED AND FUTURE PAVEMENT SEWER DURING "DRY" CONDITIONS. OR WITHIN ONE (1) FOOT Ba OF ALL CURBS TO BE HACKFILLED WITH CEMENT -STABILIZED (CLEAN BANK SAND AND 41 1/2 B. MAINTAIN FLOW IN CHANNEL DURING CONSTRUCTION AND RESTORE CHANNEL SK/C.Y. MIN. PORTIAND CEM T MIXTURE) TO A POINT ONE (1) TO ORIGINAL COND111ft FOOT BELOW PAVEMENT SUBGRADE AS SHOWN FOR CLASS "AA BEDDING AND BACKFILL IN ACCORDANCE WITH THE DETAILS CONTAINED IN THE g REMOVE ALL EXCAVATED MATERIAL FROM THE HARRIS COUNTY FLOOD PLANS. THE REMAINING BACKFILL TO BE MADE WITH COMPACTED CONTROL DISTRICT OR DRAINAGE RIGHT-OF-WAY. NO FILL IS TO BE SELECT MATERIAL PLACED W(TI6NG A DESIGNATED FLOOD PLAIN AREA WITHOUT FIRST OBTAINING A FILL PERMIT FROM THE APPROPRIATE JURISDICTIONAL AUTHORITY. 6. WHERE MANHOLES, GRATE INLETS, OR JUNCTION BOXES ARE LOCATED WITHIN PAVED AREAS, CONTRACTOR SWILL SET RIM ELEVATIONS TO MATCH TOP OF PAVEMENT ELEVATIONS. OUTSIDE OF PAVED AREAS, SET MANHOLE RIMS AND TOP OF GRATE AT ELEVATIONS SHOWN ON THE PLANS. 7. CONTRACTOR TO ALLOW A MINIMUM OF 6-INCH VERTICAL. CLEARANCE BETWEEN STORM SLIVER AND OTHER EXISTING OR PROPOSED UTILITIES. 8. IN LVERY CASE WHERE TRENCHES ON -SITE HAVE BEEN EXCAVATED BELOW THE SPEGFIED DEPTH FOR CLASS 08" BEDDING, THE PIPE SHALL BE LAID WITH CLASS A" BEDDING. GRADING NOTES •• CONTRACTOR SHALL MAINTAIN DRAINAGE DURING CONSTRUCTION AS TO NOT IMPACT ADJASCENT / NEIGHBdRING PROPERTIES. ++ ANY AREAS OF GRASS WITHIN THE CITYS RIGHT OF WAY WHICH ARE DISTURBED OR DUG UP DURING CONSTRUCTION SHALL BE REPLACED WITH ST. AUGUSTINE OR GRASSS WHICH MATCHED THE GRASS REMOVED. •• ANY DRAINAGE TO EXISTING RO S, DRIVEWAYS, SIDEWALKS, OR OTHER APPURTENANCES WITHIN THE Cftt RIGHT OF WAY SHALL BE SAW CUT , REMOVED AND REPLACED WITH MATERIALS EQUAL TO OR SUPERIOR MATERIAL, AND MUST BE INSTALLED TO CITY STANDARDS. •• ALL SURFACE ORGANIC, TOPSOIL AND UNSUITABLE MATERIAL SHALL BE STRIPPED FROM ALL PROPOSED BUILDING AND PAYING AREAS. •• ALL TREE -STUMPS THAT ARE TO BE REMOVED SHALL BE DONE THOROUGHLY BY REMOVING ALL THE ROOTS AND FILLING UP THE VOID WITH SELECT ALL AND COMPACTED PRIOR TO CONSTRUCTION. •4 PROOF ROLL THE SUBGRADE TO DETECT ANY WET, SOFT OR PUMPING AREAS, TREAT THESE AREAS WITH DRYING/STABILIZING AGENTS AS NECESSARY OR REMOVE & REPLACE THEM WITH SELECT ALL •. COMPACT THE SUBGRADE TO A MINIMUM OF 95X OF ITS DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR COMPACTION TEST (ASTM D 698). •• ADDITIONAL FILL MATERIAL WITHIN THE BUILDING AREA SHOULD BE SILTY OR SANDY CLAY HAVING A PLASTICITY INDEX (PI) OF 10 - 20 & A LIQUID LIMIT OF 28 OR MORE. SILL MATERIALS SHOULD BE PLACED IN 6 TO 8 INCH LIFTS & COMPACTED AT OPTIMUM MOISTURE CONTENT TO 98% OF THEIR MAXIMUM DRY DENSITY AS DETERMINED BY STANDARD PROCTOR COMPACTION TEST (ASTM D 698). WHEN A COMMERCIAL DRIVEWAY OR CURB & GUTTER IS CONSTRUCTED, RECONSTRUCTED, REPAIRED OR REGRADED ON COUNTY RIGHT OF WAY USE THE FOLLOWING: A USE FOR ALL PROPOSED DRIVES ON CURBED TYPE STREETS: 160 *X CROSS SLOPE ■4 a 24- M IMV. LINE PRO'. SAV CUT Or gy�AC� 3- CLEARANCE dRTER EXRT.611 STANDARO S' STEEL NRAP EXISTING PAVI]EIJt -- 7V BOARD EXPANSION CUT !HOER OR •EXTRUOD* PAVEMENr PREFORMED •Aar NEV PA T 3' CLEARANCE XTTP� 7• TACK REDSOtCED CONCRETE (SEE GENERAL NOTE Her) DE TO 95% STANDARD PCX&t &BGf B USE FOR 611 PROPOSED CURB REMOVAL FOR DRIVEWAYS MIND" NDIN � � RO.W. tAE ^y SD YAK NIRAEYAY - S Atx SLOPE 1:50 MAX SDEINALK - - - - t' HARD LI�NNSION OR Ire tJQN-EXTgAING PREFOWED JOINT DRIVEWAY RADIUS SACK OF EXISTING�/ IS MAX CURB (IVP.) 12• To i6' sAw cur EKTaA LwsTwa oD:ANsaN as Go LRE (PROP.) STREET 14M PROPOSED DRIVEWAY, ONLY WHEN TEEM 15 AN DDSONG EXPANSION Adel IN THE STREET AT THE ' PROPOSED DRIVEWAY INTERSECTION. DRIVEWAY ON CURBED ` mow' �' CONCRETE OR ASPHALT STREETS J.R. BLOUNT CASTANEDA, C. eATis Nov zoos 9RAW1Na DW-1 COMMERCIAL AREA HARRIS COUNTY PUBLIC INFRASTRUCTURE SLO E STORM INLET (24" X 24") Vl�---PROPOSED INLET e WATER SURFACE ELEVATION 9" ABOVE THE TOP OF GRATE INLET FLOOD PLAIN DATA is property does not lie within the 100 year flood plain as per the Flood ruronce Rate Mop 48201C Panel : 0940J Date November 06. 1996 Zone Benchmark: ' T.B.M. LOCATED ON TOP OF "BB" INLET ON UNDERWOOD DRIVE NEAR NORTHEAST CORNER OF SUBJECT PROPERTY. ELEVATION 22.40 FEET, ELEVATIONS SHOWN ARE GPS(RTK) ELEVATIONS, BASED ON TEXAS SOUTH CENTRAL. ZONE NAD 83 GEOID 03, NOTE: NO WATER OR RUNOFF SHALL DRAIN INTO THE ADJOINING PROPERTIES. SUMMER WINDS LLC SECTION AT GRATES 0231460000719 N.T.S. G RUNOFF CALCULATIONS 2-Year Event Time of Cone. Tc = 25 MIN. d = 161 e=0.8315 b = 75.0E 1 (d T Tc =10 AD'" + 15 (Min.) ET AREA Acreage 'A' (ACRE) Runoff COeff. 'C' Intensity (i) (INS) Discharge rQI = CIA (CFS) CUMULATIVE 1QI (CFS) A 0.3133 0.8 3.407 0.8539 0.8539 B 0.2930 0.8 3.407 0.7986 1.6525 C 0.1046 0.8 3.407 0.2851 1.9376 D 0.2066 0.8 3.407 0.5631 2.5007 NUN. BOX 2.5007 DESCRIBED PROPERTY A TRACT OR PARCEL OF LAND CONTAINING 0.9180 ACRES OF LAND, MORE OR LESS, BEING SITUATED IN THE WILLIAM M. JONES SURVEY, ABSTRACT NUMBER 482, CITY OF LA PORTE, HARRIS COUNTY, TEXAS, BEING OUT OF A PART OF OUTLOT NUMBER 719, OF THE W.B. LAWRENCE SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN VOLUME 83, PAGE 344 OF THE DEED RECORDS OF HARRIS COUNTY, 'TEXAS, AND BEING OUT OF A PART OF A ROAD CALLED ROAD NUMBER 2, (60.00 FEET WIDE) VOLUME 5160, PAGE 8. OF THE DEED RECORDS OF HARRIS COUNTY, TEXAS, SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS ATTACHED. 32•MIN. 20"MIN. A f ••- A HBO FOR JUNCTION 13OX GALV. METAL PLATE WITH 1"UFT HOLE FOR AREA INLET PLAN 24x2a GRATE VULCAN CATALOG NO. V-5724-1 OR' APPROVED EQUAL) 32"MIN. 6" 20"MIN. 6" PAVEMENT p4 BARS 0 12" RECESS O. C. EA. WAY •.... Tr .. .'TIT H H•1M TH' 7 oRe 7iTtta° as m y_ 45, SEC11ON A -A BACKFILL WITH CEMENT STABILIZED SAND IN PAVED AREAS ONLY SQUARE GRATE INLET OR JUNCTION BOX NOT TO SCALE S:\Detob\CTP Detaas\Storm\SQGRT N.drg 09/12/01 06:01 y�te. izlf:b: rk�Ct a } ik]C1( ik7Rk II■ANC iki6Yl - � �` ik7R1:. T . i • • rktT:T:. >kiR1= rk7tsf�. 111 .• N i� / .. • . , I� 1 /zit:+, iz�T•: "/ Ell +kX•Z ik7GYi 'rkli ' iZlf=i=. i k7FF. Q N N r •1 CFS 20 0 20 40 Scale: 1"=20' GRASS/DIRTH SWALE MAX. DEPTH=1.O' SLOPE 0.1 % TOWARD DRAIN ti a . + PROP. JUNC. EE T.J.B. MATCH I FL 19.65 4 = Z.SO CFSt X G�S/�/TIT EASE SPACES H L ONLY)�� !SF •,� PROP. FL 1 -25.50 (F.T.Y ��' T Q=2.51TK r E I I X Fu t Ilu�� I rklcie ry4j00 G 35' e ryas �O Eo IN 9 to rye.) ECV 10 ICD 0 GR/DIR F CONC. AENT _._._._ Of S H" 225 z PASADENA BLVD. SPENCER HWY. PIRMONT PKWY. 0 SITE 0 z VICINITY MAP KEY MAP # 579-E f PROP. 24 LF. 24" RCP 0 0.28% ti1.C.=22.62 CAUTION 11 1 VERIFY LOCATION OF UNDERGROUND 1 TANKS AND PRODUCT LINES BEFORE EXIST. INLET I EXCAVATING. USE EXTREME CAUTION. =21.7 ELEV.=22.65 E. RCP rr ^� ryti. Tr � I a I it EXIST. STRM. M.H. ELEV=23.61 W GUrIER-22.08 I RCP N FL, 12.31 B.O.C.=22.61 LU �-T RCP S FL 12.29 0 RCP E FL. 17.07 Q \-R_15' IJJ 0 E LLI t.-0 =10•; w z Z - 0 M. 23. I EXIST. STRM. M.H. ELEV=23.30 b RCP N FL 12.32 ti5' RCP S FL 12.34 GUTTER= 22.47 1 'R= 23.04 -23.60 GUTTER= 22.84 • B.O.C.=23.44 GUTTER=23.i i # GRASS/DI_RTH R=1 7G_ --3 -99- - R POSE DRIVEWAY R FND 3/4' IRI EW+ 91 ns " lb� h (LNG � ryrl' ICV ti� " DITCH .y'S'� tip^ GUTTER= 61 ���1yyy h1No 4: ry RCP -FL PROP. F FL ry M.H.=23.69 B........ o..... c.=2a... oa ti 11 ♦ 79.33 V R ® '2� .31 EXISTING B.O.C. 23.59 oy _ XISL STRM. M.H. M1 M1 COSTING yy h '11' CULVERT TO REMAIN 23.80 ELEV=22.99 OF _ - - -•'7'- 'S°i ryy. EGRADE EXIST. tiy`•° ,9 RLBL N FL 11.97 - / e PROP. FL 19.22 DITCH 70 MAINTAIN ti 9h rye• RUB i W FL 11.95 DITCH + ? POSITIVE DRAINAGE � 01 REGRADE EXIST. DITCH TO NO ti MAINTAIN POSITIVE O MOVE (STING 4, CULVERT SIZE AND GRADE TO BE EXIST. SAN. SWR. M.H. DRAINAGE ti AND RE CE WITH PRO CONFIRMED BY H.C. PRECINCT 2 tiN FV=2'4-6Q J y. 56t 48 LF.2 " RCo1CULVER - HIGH BANK + ry' �020% 0 tiS• - v R=I R=15'- - o. ti ry�� -"- ry T FA►RMONT VARS Y X--- --- WES WAY (RIGHT -OF- T ,ROAD) �ASpHAL 1.45' DIRT SWALE ( YIN. GRADE 0.150 SECTION C FUTURE BUILDING TRENCH ZONE BACKFLL PER COH STANDARD SPECIFICATIONS NOTES: i. THIS DETAIL MAY BE USED ONLY FOR DRY STABLE TRENCH CONDITIONS PER COH STANDARD. SEE COH STANDARD SPECIFICATION FOR REQUIREMENTS IN OTHER coNolnorts. . 2. MIN TRENCH WIDTH SHALL BE PIPE OD PLUS AN ALLOWANCE "A" FOR THE NOMINAL PIPE SIZE: NOMINAL PIPE SIZE "A" 18" TO 30" 24" OVER 30" 36" 3. MAX TRENCH WIDTH SHALL BE NOT GREATER THAN MIN TRENCH WIDTH PLUS 24 INCHES, UNLESS OTHERWISE NOTED. 4. ALTERNATIVE EMBEDMENT BACKFILL MATERIALS FOR FORCE MAINS MAY BE ALLOWED. SEE COH STANDARD SPECIFICATIONS. LEG ND _ PRMO'eED Curb - - Edge of Pavement R.O.W. Storm Sewer/MH-�- Curb InIet(Grate Inlet o F.T.V Field To Verify Top of Grate -TG Flow Line FL 21.61 Top of Junction Box .TJ.B. MATCH PVMT .1 .1 SWALE/DITCH PROPOSED GRADE + 24.80 EXISTING GRADE FLOW DIRECTION NEW STORM LINE EXIST. STORM LINE General Notes NOTES: 1. DO NOT SCALE DRAWINGS 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS AND SHA L REPORT ANY DISCREPANCIES IN WRITING TO THE I :SIGNER. 3. ALL INFORMATION CONTAINED HEREIN IS 1 E SOLE PROPERTY OF THE DESIGNER. ANY USE C THE INFORMATION, IN WHOLE OR IN PART, WIT OUT THE EXPRESS CONSENT OF THE DESIGNER IS PROHIBITED. tlay�r:,�,Dq�4 I<ARIM S. DADE HI % ` 94933 a. `!CEa .t T��IIAIL� ' D� SITE DRAINAGE PLAN & DRAINAGE AREA IV AP DRAWN BY: KD Revision/Issue Firm Name and Address V S & C'� SARAB STRUCTURAL & CIVIL, L .0 10111 Fallmont Cird Houston Texas 77086 (832) 922-11 5 Tel: (832) 922-1145 r Project Name and Address 9803 FAIRMONT PARK WAY LA PORTE TEXAS 7 t571 Project Date MAY 31, 2006 Scale 1"=20' e Sheet C -1 �PE HWk^LHTLULA,TA,RAV.!„• SNM iP11 TIN �ld."FR � _. NTH STIafi ftD A.'k SIR'ET „MWL ATEDATE SOUTH 16TH STREET CNi WR ZT„siTE°T (50'Hot) YDW.W S: RD.W.. NROA. a Ffn SWAY EDGE OF ROAD .--------------- OPEN WON--- — — — — — — — ----------------- I OPEN WCEI N ORTLJ 20 0.0' 0 7w, 03 T d a, d a Y �y d • — - - —i— - I I 1 d 20oNr SETBACK CON( TE d— a— d-- 2 FRSaGSiEAC n, c e d d �VEMENT Q ao d - — , ° 1 'd o a - a °41 ° d° dd A ° d d ° °° d •° z ° a DRAINAGE W� •d - °. , ".'0 d , a,d o I _° o ° d °: ° I C o _ d o 6 I d ° ° ° ° ° SHEET FLOW d d C:) ° ° °, DRAINAGE J 4 d. ° o ~ o Q CO RETE ' - W I b d q ' ° °• PAVVENT 4 ° o - a a° -d ° I 1 d ' gT17 4 4 N"" gU INGNING a d , a - - ° 4 'o d 2 STORY X 1 W 2SLAB. c d o d a 1. (�5U30 FT.) a d a d I, o c - d d- CONCRETE v' d 1 d FO NDATION LU Uj u Uo No I� RELOCATE FENCELINE 1000 ° °- d o / -°Fa $ (•Qe YN ROLLING GATE , a , fv n o 5 PS ° • tr UP r c d d W I PROPOSED 5° CONC. _ W/ #3 BARS 016° O.C.E.., OVER o°. 4 d .° _ cp 2° SAND o °• _ o°' • ° "d N d �I oI cn Iw LA 'CAPE.. IS 0 EAAalDERS d d a d_ - o - d I< 4 °' o'• d d o I � EXISTING FENCELINE om. d, d o I ET FLOW TO OPEN DITCH W/ GATEo SHEET - d d DIN EDGE OF PROPERTY #PROVED BY MR. RODNEY SIA , ° ITY ENC•MEFtt, AB.Y i1, 2007. dI - 'vCTiPld . a d d Od d O d d 0 4 a d , d c . a a d € ° d d ° d 4. I o a°- d I d REL'OCATEENCELME o .4 ; • ° ° - d Mow d a W/ R LLING4GATE d d a 10 PS , d d NOTE:. - ° - RELOCAT D ROLLING GATE TO HAV ELECTRIC, ° d d OPENER AND 9L COMPANY VEHICLES TO HOVE 44 o 'd a WIRELE4�EMOTE CONIROLdOPENE, . _ °' a ° SAND TRAP-d d d o- /� LANDSCAPE W/ . d -d FULL OLEANDERS d DERS ° o ° d , ° 4 ° 4- " d .I o' d =JE"ONCRETE o ° ° •d ° CONCRETE c a ° der d a PA d EMENT a —REL CATEFE, ELINE �W/ LLINGTG TE a •J _ GENERAL SITE PLAN MINOR DEVELOPMENT SITE PLAN PARTIAL SURVEY OF LOTS 9-16, INCLUSIVE, & THE WEST 8 FEET OF THE ALLEY AJOINING THERETO) & LOTS 17-32, INCLUSIVE, & THE EAST 8 FEET OF THE ALLEY ADJOINING ALL IN BLOCK BLOCK 753, TOWN OF LA PORTE, HARRIS COUNTY, TEXAS, SURVEY AND ABSTRACT- JOHNSON HUNTER SURVEY, A-35. DEED REFERENCES: MAP OR PLAT RECORDED IN VOL. 58, PAGE 462 H,C,D.R, GENERAL NOTES/SCOPE OF WORK d d 4 d''p din?)?)P)19'PS4°�- I_] -'---� GENERAL CONTRACTORS: MOORE & MOORE GENERAL CONTRACTORS 530 SOUTH BROADWAY LA PORTE, TX 77571 TYPE OF DEVELOPMENT1 ADDITIONAL PAVING ZONED: GENERAL COMMERCIAL (GC) OWNER Cat -Spec 225 SOUTH 16TH STREET LA PORTE, TX 77571 m / t£AftFf. PrNa LMATE ' m" DiC PA`e PREE{-pp G BUILDING SLAB. 2 STORY OMN gAB. . / e50.3' X 80.0' 4024.SQ FT.) 225 SO. 15TH STREET 50.3' I �� COVERED WASH . o 0 A �� 50.3' TJOTEa WASTE WASH WATER GO lE0 d X BID RR��7Tpp SAND TRAP AND TH DI�FRTED INTO GRE@SE ' SEPARATOk PRIOR TO A iARGE d d INTO SANITAY SYSTEM. o d • RE '. ,SE S�,PERATORIA d a 'LING WELL° ° d I o _ING SOUTH 1STH STREET (UNIMPROVED) (w R.O.1t) NIB CORPORATION HCAD /02409705.'10001 d '0' 9CE BIDG SETBACK 16' ALLEY CL09ED- a ° = ° ° ORpt1AR LA PORTE ° a o' d • ° - 6 FEBRUARY 11 1995 a UJI UA a od a � d, W od o d Q LI( SHEET FLOW ° I •. DRAINAGE . C° • - ea - d a, d _ a , d .4I, a d d d' o o d ,t ° d - C NCRCdE d od - d d P VEMENT ..m .— ° ° o d 0 o d d • N d d LJ _0 d° °1 n d • • d• ' d - d1 o _ 4 _AD' BUR PU10_SETB GENERAL NOTES 1. THIS SITE PLAN IS NOT A SURVEY, BUT RATHER A SITE PLAN PREPARED FROM A SURVEY DONE BY CHARLES E. BATES DATED ON 6/12/03, JOB NO, 2003263, 2. ACCORDING TO FLOOD INSURANCE RATE MAP #48201CO945L, DATED JUNEIS, 2007, THIS TRACT LIES WITHIN ZONE 'AE' AND IS IN THE 100 YEAR FLOOD PLAIN, 3. HCAD #'S-0240970530002 -0240970530003 -0240970530004 4. BASE FLOOD ELEVATION 18,11) NAVD88 SCOPE OF WORK 1. ADDITION OF A 76' X 100' CONCRETE PARKING AREA. 2, RELOCATE EXISTING CHAIN LINK FENCE AND ,GATE. SCALE: 1"=20' I 03 PARKING CALCULATIONS: BUILDING #11 1,976 SO FT OFF, & 6,833 SO FT WAREHOUSE [2,833 SO FT (EXISTING) + 4,000 SO FT (FUTURE)] SPECIALTY CONTRACTOR: 4 (MIN) + 1 PER 3 NON -OFFICE EMPLOYEES (12) = 4 TOTAL OF 8 PARKING SPACES BUILDING #2: 10,060 SO FT OFF, (EXISTING) SPECIALTY CONTRACTOR: 4 (MIN) + 1 PER 300 SO FT (10,060 SO FT) = 38 TOTAL OF 42 PARKING SPACES & 2 HC ACCESSIBLE TOTAL REQUIRED PARKING SPACES= 52 & 2 HC ACCESSIBLE TOTAL ACTUAL PARKING SPACES= 57 & 2 HC ACCESSIBLE / i>PGll d�sA� architecture - design - planning - 630 So. Boo®away. Sta •t400 Lea Porter. Tex>c"m 7757-T om°W: (2etD aDa-Danz >;Tta Pea: L2a1)aTT-oBQY www.projectdesignpartners.com PROJECT NUMBER PROJECT TITLE V J �WLo (� z�ti W W F- to THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED = X THIS SITE PLAN DEVELOPMENT OF THE PROPOSED MINOR DEVELOPMENT SITE W PLAN FOR CAT SPEC BEING 1.869 ACRES, LOTS 9-16, INCLUSIVE, & THE -; \ � � WEST 8 FEET OF THE ALLEY AJOINING THERETO; & LOTS 17-32, INCLUSIVE, / & THE EAST 8 FEET OF THE ALLEY ADJOINING ALL IN BLOCK BLOCK 753, O UJ TOWN OF LA PORTE, HARRIS COUNTY, TEXAS. JOHNSON HUNTER SURVEY, A-35, IN CONFORMANCE WITH THE LAWS OF THE STATE OF TEXAS AND THE 0 ORDINANCES OF THE CITY OF LA PORTE. ^^ L J ATTE T: N Q BY: BY:) L _I RODNEY SL T❑N, P.E. WAYNE SABIOV LA PORTE CITY ENGINEER DIRECTOR, LA PORTE PLANNING DEPARTMENT 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, BY: WILLIAM T. MANNING,6JR„ P.E. TEXAS REGISTRATION NO. 80640 NOTES & APPROVALS LEGEND a SANITARY SEWER (SIZE NOTED) z W--2 WATER LINE (SIZE NOTED) a—2 NATURAL GAS LINE (SIZE NOTED) a—P OVERHEAD ELECTRICAL POWER LINES (POWER CO.) 2— E ELECTRICAL OVERHEAD POWER FEED LINES 2— UE —2 UNDERGROUND ELECTRICAL POWER LINES 2— PL — PROPERTY LINE Z- — SS —2 STORM SEWER 7— T —3 TELEPHONE LINE FENCE: 6' CHAIN LINK �—� +FH EXISTING FIRE HYDRANT ® WATER METER © GAS METER PROFESSIGM SEAL ..':.. ...................... WILLIAM T. MANNING, .............. 80640 _ g-q-"9"/*� a7 DRAWINGS ISSUED FOR: OWNER APPROVAL PROGRESS PRINT SCOPE OF THE DOCUMENT � THIS DRAWING INDICATES THE GENERAL SCOPE OF THE O SCALE: NONE 2 PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSICNS OF THE BUILDING, THE MAJOR ARCHITECTURAL Pap ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL I ') Pap ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS. THE om q DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL L—�se t ')CJ �Z I�Cgddd�si- WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUHe7T8. ON _ THE BASIS OF THE GENERAL SCOPE INDICATED OR % '{ IF DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS �• ,- < (r7' T Iit< REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF �Uti f ; THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNLESS DATED AND NOTED AS ISSUED FOR CONSTRUCTION WORK THIS DOCUMENT IS THE PROPERTY i ( OF JAY %.%<-tne- ki AND IS NOT TO BE USED, IN. 4 k WHOLE OR IN PART WITHOUT THE WRITTEN AUTHORIZATION OF 145 WWARN'*M E P96s 'A,s ,y ;„ IF THIS BARDOES NOT MEASURE I'THENDRAWINGIS 'r® seealL_E _ i {@ 00 DRAWN BY: CHECKED 77 Y: DATE DPL In 2007/8/1 SHEET TITLE iUU �aSf '� 4. PROPOSED Vu st t _ SITE PLAN 14ti T }r} i w DRAWING NUMBER SHEET NO. VICINITY MAP C 1 - 1 o 7- 842:3