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HomeMy WebLinkAboutCHEVRON FOOD MART SITE PLAN.......... 5 4 3 2 � MNTY MAP COPYRIGHT RESERVED CITY OF LA PORTS CITY OF LA PORTS LEGEND KEY MAP �' S�9Y SURVEY MARKER LPSM 1 N88.31 '35"W 1628.28' SURVEY MARKER LPSM 3 FIELD NOTES FOR 1.176 l►CRES' UNDERGROUND FUEL PRODUCT STORAGE TANKS: . , 1 AT 20,000 GALS. & 1 AT 12.000 GALS. NORTH ST. Being a tract of land containing 1.176 acres: (51,236 square feet)i located in the William Jones Survey, A-482. Harris County,'. Texas; said 1.176: acre . tract DIVIDED AT 8,000 GALS. SUPER: & 4,000 GALS. DIESEL being .out of a call 266.154 acres as recorded` in Harris County. Clerk's. File AiR AND UNITS 3 (H.C.C.F.) No. E103745 recorded.. in the name of Eddie :V. Gray. Trustee, and .WATER . :. G. Decker McKim, Trustee; (Bearings based on I City of'; Lo Porte Survey Marker E- PUBLIC TELEPHONE OF 2 Numbers LPSM 1 and LPSM 3), .. Beginning at a 5/$. inch iron rod set for. The.. northeast. comer: of said r:1. „ TELEPHONES TO BE ACCESSIBLE PROJECT CATION L D AVE. ' .1.176 acre tract marking the intersection of the south Right--of—Way (R.O.W.) line of Spencer Highway (100 feet wide) and the wooline. of:eFbetrrood. Qrive 0 COMPLIANCE W/ TA 4.3i H 'C EVRON GH RISE LD:: SIGN:: P� (RA.W. varies): as shown in Fairmont Park Eas#. Section 4,::Phose:.48..a SPENCER HIGHWAY. 4 subdivision recorded in F.C. No. 353065 of the ..Morris> County. Map Records HCMR (H.C.M.R.); . © ;�, _ REA LIGHT FIXTURE 1000 P. . W to �. ARCHITECTS INC. :.. 'Drive.' (100 .O.W. R } PLANNING.. ARCHITECTURE;INTERIOR$ LA FORTE ::; ' .' �.'...,...::. Thence, .with .the westerly, R.O.W. line of Fleetwood South: 03 degrees OD. CONCRETE PAVEMENT - 1-4 — 06 MUNICIPAL AIRPORT minutes 47 seconds Eas#, o distance of. 15D.00 feet: io a 5/$ Inch.. Iron rod: EXPANSION:: JOINT. . PROJECT NUMBERSPENCER HWY et for an angle oint, .. :. _ ..:. Thonceicontinuing olong said R.Q.W. line, ... South .:1 O de9 rees : 36 minutes 28 200'=0. ' O N '. .. .; .. ! r rn rc. I I ! 7 — ! - - — . I „ .. _ _ ...� .. w .. — _ — --. --II I _ 1 I F- TREE.-.. U1 LIVE OAK ® LOBLOLLY PINE © CRAPE MYRTLE . SHRUBS® CLEYERA ® DWARF YAUPON © WAXLEAF MYRTLE LAND COVER ® ENGUSH IVY ® ANNUALS . ;--. y: 1 \ \ '. �':/ 11//'_..\ •J. 1 tl:UK17 L1Nt 1 .< .'. a t......._..-ln II 1 xr- rLm rvn v ir-c; sLwL#. k,t.tJYttiltltdAtltN{,jIVA _ SHADE TREES: SHRUBS` FOR SCREENING : (F.C. No. 393065, H.C.M.R.) EX�NGP MINSTALL E 120/24O . AND' BUFFERING• 5ERIIIGE 20/2aav� 4 WIRE. LNE Q,alc 3 1/z" C�►t::/ l�M : Si-�UB P FOR 0MtJ 3 BEDS 5' x 20' A.E. INSTALL (1) 50 KVA AND (1) 37 KVA — 7200 — 120/24OV, 3 4 WIRE TRFS. LOBLOLLY PINE 3» CAL./ 45 GAL. 5 GAL 2O' O.C. �O NOT TO SCALE I 9• CRAPE MYRTLE 2 1/2 CAL/ 30 GAL: RE: , CONTACT WITH MS. TERRI LOPEZ AT (281 428 3128) GROUND COVER: ENGLISH IVY 1 B" WELL ROOTED./ 1 GAL e 20'-0' BUILDING 3 PIECE OF REINFORCI RUBBER HOSE (3) 2" X 2" WOOD STAY OR METAL STAKES 12T AROUND TREE TREE WRAP TO SECON Q BRANCH. OVERLAP 1( WIDTH OF WRAP. USES NO TWINE SAUCER TO RECEIVE N 3" DEEP X 48" SAUCE W/3" LAYER OF MULC APPLY PRE—EMERGENI HERBICIDE PRIOR TO MULCH REMOVE TOP 1/2 OF BURLAP do ALL WIRE. PLANT BALL SO TOP I" OR 2" ABOVE FIN, GRADE AFTER SETTLEN 21 TREE PLANTING AND STAKING NOT TO SCALE RE: 'RAND "TWISTED : WIRE OR 'CINCH' TIE TOPSOIL BACKFILL (SEE SPECIFICATIONS) TAMPED BOTTOM TO PREVENT SETTLING 17EB C LOT 8 0 SETBACK LINE: 1\7-I � l 'l_ I ' a- � I • as 00000aao,:�:.::*:�00000000t;y;-�:o _• 000000000*:��.::000a000•o000000 l0000aoA ��z"00000000a<<;��;'ao p0000000oojJ o�►';,, ��e�;z'00000000000000c EX6ITNG POWER •• 4- 86*59 31 13 W 213.69' SEWER LINE LOT 9 LOT 10 BLO K 33 FAIR MONT PARK EAST SECTION 4 — PHASE 4B F.C. 393065, H.C.M.R. � eenaaaan� SAN MH ► RIM 22,75 8" FL E 14.64 8" FL S 14.59 8" FL W 14.99 LOT 11 SITE PLAN - DEVELOPMENT/LANDSCAPING PLAN SCALE: 1 "= 20' - 0" RE: SURVEY a TOTAL LAND AREA: 1.176 ACRE ( 51,238 SQ.FT. ) DEVELOPED LAND AREA: 0.6463 ACRE ( 28,152 SQ.FT. ) CONSTRUCTION SIGNS MAY NOT BE LOCATED ON PUBLIC RIGHT-OF-WAY. LP EXISTING LIGHT POLE TBM "X" C 0 "BB" LET ELEV. = 21.52 TC 2 .50 G 2 .77 18" E 17.64 BLOCK 40 FAIRMONT PARK EAST SECTION 4 — PHASE 4B F.C. 393065, H.C.M.R. , ISSUED;;: FOR FRAVAGS; OWNER APPROVAL..: : PROGRESS. PRINT:.:_. PROGRESS PRINT - :::; 03.- U-uu YROGFiRS''PRIi T.. -13-00 PROGRESS` PRINT:' .:. PROGRESS: PRINT-05-00 PROGRESS PRINT r04-13-00 PROGRESS: `PRINT:PRIMOPE 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 s tems. As scope documents, of the pro In terms of architectural the drawings do not necessarily Indicate or describe all work required for full per- formance and completion of the re— quirements of the Contract Documents. On the basis of the general scope in- dicated 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 cons- truction unless DATED and noted as ISSUED FOR CONSTRUCTION WORK. The Information, details and drawings shown by this document can not be reproduced, copled or photocopied in a similar mcaner without the expressed written consent from the owner INTERPLAN ARCHITECTS INC. REVISIONS NO. DATE DESCRIPTION 1 04-05-00 CITY OF LA PORTE 2 04-13-00 CITY OF LA PORTS DRAWN BY: CHECKED BY: DATE SHEET TITLE DEV8_0PMDffI LANDSCAPING PLAN DRAWING NUMBER SHEET NO. DEVP 00-8•213 4 {}�� ,. t E I i ` a zf 0 J Q �{ w a� w m I-o z z S f y s f� o a o m oa w o 0 H z� 0 o MO W z N 00 I t v a O M O t� M O O '.1 N U N 4 1WN< I, I O F k i i f l I 'L� 1 x NORTH ST. D AVE PROJECT LOCATION 91 o m 0 LA PORTE MUNICIPAL AIRPORT o: SPENCER HWY z 2 O SYCAMORE z & �j 0 O O W K 0 z m o PAVING SPEC MATION& TECHNICAL STANDARDS STANDARD PER W NOTES A. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY REGULATION OF HARRIS COUNTY, TEXAS FOR FLOOD PLAIN MANAGEMENT PRIOR TO STARTING CONSTRUCTION. B. OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN HARRIS COUNTY ROAD RIGHTS OF WAY. NOTE: "TRACT FALLS WITHIN ZONE "X" AS SHOWN ON NATIONAL FLOOD INSURANCE RATE MAP NUMBER 485487 0940 J, DATED, NOVEMBER 6, 1996." lih 4"+ INDICATES EXISTING ELEVATION AS PER SURVEY 78.10 INDICATES NEW ELEVATION OF TOP OF PAVEMENT TO BE CONSTRUCTED (TYPICAL) NOTE: CONTRACTOR TO ROUGH GRADE ENTIRE SiTE AND HAVE OWNER/ARCHITECT APPROVAL BEFORE COMMENCEMENT OF ANY PAVING WORK. REFER TO SURVEY DOCUMENT FOR EXISTING CONDITIONS. N��•43. 60g• 43, 2' ENTEX PIPELINE EASEMENT (H.C.C.F. No. N313945) TC 21.51 G 21.13 - .A/ ry, BACKSLOPE INLET 18" FL N 17.63 / TC TC 21.09 0.6 EDGE OF CCRETE PAVEMENT N ON 21.39 L-APPROX LOCATION OF 8" WATER MAIN 22.25- SPENCER HIGHWAY (100' R.O.W.) CONCRETE PAVEMENT INLET TC 20.89 G 20.17 24" FL N 1 13" E 200.00' 2 1 COPYRIGHT RESERVED CITY OF LA PORTE SURVEY MARKER LPSM 3 a KEYED PLAN NOTES O A A O O 49 LF 12- SDR .35 O TO INSTALL 6 CONTRACTOASTM TG:INLET 21.50E TG: 2r 1. OE / 034 AT MIN. ESTRICTORR PIPE O JS NO'. 5 FL: 17.40 FL' 19.00 0.50% SLOPE O2 INLET TYPE A 7 JUNCTION BOX O B O 115 LF 15" SDR 35 O 35 100 LF 12" 0R ASTM #3034ATMIN. TG: 21.50 FL; 17.00 ASTM #034 AT MIN. 0.0% SLOPE FL:* 19.00 0.0% SLOPE O 100 LF 12* R 35 OE INLETA 21. O A 35 3034 pM3034ATMIN. ASTM MIN. , FL- 18.50 1.0% SLOPE O INLET TYPE A O 46 LF 18" SDR 35 T: 21.50 ASTM /034 AT MIN. FL- 17.90 0.80% SLOPE O INLET TYPE A O 11 LF 18" CLASS N RCP TG: 21.50 O 0.80% SLOPE MIN. FL: 18.40 FH .-,,..uer- -A TC 21.29 G 20.85 v vloor- v 0 50a 40unIT-19P)BLDG. 22.25 .dry SETBACK LINE P.O.B. FND. "X" CUT SET 5/8' I.R. CENTERUNE OF FLEETWOOD DRIVE TC 21.54 G 21 05 50.00' 50.00' TC 21.53 G 21.24 TC 23.48 G 21.9 2.47 �LI 21.99 I G 5 THE CITY WILL RELOCATE THE EXISTING FIRE HYDRANT AS PER EXACT FIELD U t� ct.U. 1. 8" AND/OR 5" AS INDICATED ON PLANS. THICK REINFORCED POURED IN PLACE CONDITIONS. CONTRACTOR TO COORDINATE WITH MR. CURTIS HERROD AT PUBLIC Z' WATER LINE y% + y+ 8" POURED IN PLACE CONC. PVT. G 21.32 CONCRETE PAVING SURFACE WITH LONGITUDINAL COLD KEY JOINTS 20' O.C. WORKS OF CITY OF LA PORTS (TELEPHONE NO. 281 471 9650) UTILITY EASEMENT 0 ry ryry• �U O • RE: TO DETAIL AND SPECS. MAX. W/LATERAL WET PRESSED CONTROL JOINTS 20' O.C. MAX. OVER 95% H C C f No. S864191) do �, AREA 1 O VERIFY WITH SOIL REPORT AL A 2 O STANDARD PROCTOR COMPACTED 6" SUBSOIL BASE OR AS RECOMENDED BY SUMMARY: (' ' ' ' L 0.0950 ACRES o 0 SOIL ENGINEER. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF ryN 1 3000 PSI MINIMUM AT 28 DAYS. ALL CONCRETE SHALL BE PRODUCED WITH A EXISTING SITE RUNOFF DISCHARGE we 4.886 CFS , CANOPY DRAIN (TYP.) CANOPY ABOVE 0.0811 ACRES MINIMUM CEMENT CONTENT OF 520 LBS. PER CUBIC YARD (5.5 U.S. BAGS). PROPOSED SiTE RUNOFF DISCHARGE = 2.436 CFS CONTRACTOR TO REDIRECT' .}`��" 22.25 I ALL CONCRETE SHALL BE PRODUCED WITH AN ENTRAINED Alit CONTENT OF 4% BY VOLUME. ALL CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO (USING RESTRICTOR PIPES) SWALE AS SHOWN 0 OF 0.53, (6.0 GAL./BAG.). THE MAXIMUM ALLOWABLE CONCRETE SLUMP SHALL 2t.20 BE 4 INCHES. PARKING AND DRIVE AREAS TO BE REINFORCED WITH #4 BARS DRAINAGE PIPES ARE DESIGNED TO CARRY + 5 1 2 3 4 HIGH POINT 5 6 7If ��� TC 22.63 AT 16" O.C. EACH DIRECTION. EXPANSION JOINTS SHALL BE PLACED AT A A 100 YEAR STORM CALCULATION. 10a t1B G 22.11 MAXIMUM DISTANCE OF 40'-0" O.C.. PLACE NO. 4 REBARS AT 12" O.C. FOR + 1� Oe \ 22.25 8" PAVEMENT INDICATED BY PLANS. SAME FOR PAVEMENT OVER TANKS. ]1 w�'t C)2. OWNER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AND/OR A CORE SfiE RUNOFF CALCULATIONS: ry 22.25 v 22.2 SAMPLE. IF TEST PROVE CORRECT, PER ABOVE REFERENCED SPECIFICATIONS, UNDEVELOPED CONDITION: C A I W z1x=i _�� TEST WILL BE AT THE EXPENSE OF THW OWNER. OTHERWISE, CONCRETE AREA = 1.176 ACRES CONTRACTOR SHALL BE CHARGED FOR TEST AND BE LIABLE FOR ANY AND/OR C - 0.35 5" PO RED IN PLACE . PVT. Z REPLACEMENT OF THE PAVING AREA AREA $ 1� to = 10 MINS. MIN. A1REA 4 RE DETAIL AND SPECIFICATIONS. si TC pz 3. CONCRETE WALKS TO CONSIST OF 4 INCHES OF 3000 PSI CONCRETE REINFORC- e 0 0.1240 ACRES VERIFY WITH SOIL REPORT 0.1397 ACRES �i ED WITH 6x6 10/10 WWM OVER 2" SAND LEVELING BED (REFER TO NOTES ON It00YR b/(tC + d) (USING RATIONAL FORMULA BASED ,y�• B Op OO LC z SUBGRADE PREPARATION). ON NWS FOR HARRIS COUNTY 100 YRS.) w z 1-91/(10.0+7.9) = 11.87in r 4 3 M 4. CONCRETE WALK TOOLED CONTROL JOINTS TO OCCUR AT 5'-0" O.C. tORrR 0706 O 2 a O I lei 8 Q1001R - CIA- 0.35 X 11.87 X 1.178 = 4Ji88 CFS O 0 U. 5. BACKFILL OR SUBGRADE BELOW ALL PAVING SHALL CONSIST OF 6" COMPACTED = of U) 8O 23.90 SUBGRADE THAT HAS BEEN STABLIZED WITH A MINIMUM OF 6% BY VALUME OF 22.80 22.80 LO I G 22.35 HYDRATED LIME (THD ITEM 260) THOROUGHLY MIXED AND BLENDED. THIS STAB- DEVELOPED CONDITIONS: - ILIZED SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95X OF ASTM D- TOTAL AREA - 1.176 ACRES - 698 NEAR OPTIMUM MOISTURE CONTENT. (CONTRACTOR TO VERIFY SOIL REPORT FUTURE LAND AREA - 0.5297 ACRES REMAINDER �� +ryry� F- i I W TC 2.8S IF REQUIRED) PRESENT DEVELOPED LAND AREA = 0.6463 ACRES L22.1 - GREEN AREA + DEVELOPED AREA - 0.1031 + 0.5432 CALL 266.154 ACRES o0 1 1 2 3 # 5 6 7 eT 9 10 11 11 C = ((0.9 x o.5432) + (0.35 x 0.1031)J/0.6463 EDDIE V. GRAY, TRUSTEE & CR 22.25 zz.e5 / 2z.3 C - 0.81 G. DECKER KIM, TRUSTEE e - - I I � CORAL NOTES tc = INLET TIME + PIPE FLOW TIME H.C.C.F. No. E103745 `� z2.25 I I Z 1. CHEVRON & ID MONUMENT ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR = 10 MINS. + (321 FT / 3.0 ft/sec)/60 sec/min. I I � CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. SIGN CONTRACTOR - 11.78 MINS. 22.25 IS RESPONSIBLE TO COMPLY AND TO CONFORM WITH THE SOILS REPORT a __ _ _ _ _ \ ( 0 RECOMMENDATION FOR THIS PARTICULAR SITE. 1100YTt = b/(tc + d) (USING RATIONAL FORMULA BASEDFIZON NWS FOR HARRIS COUNTY 100 YRS.) 8'X8' PREFAB 22.8 W 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY METAL DUMPSTER ° ®� 3.00 I a THE GENERAL CONTRACTOR. 11om = 91A11.78 + 7.9)9• = 11.10 tn/hr FiNISH FLOOR i o TC 21.81 3. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATION SHALL QtomR - CIA - (0.81 X 11.10 X 0.6463) + (0.35 X11.87 X 0.5297) ryy O ELEV. 23.00 9 z G z1.s7 BE DETERMINED BY GENERAL CONTRACTOR FOR MOST ECONOMICAL INSTALLATION. - 8.01 CFS +> O 22.85 22. _ 4. THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO ih 22.35 (' TO DETERMINE EXACT POINTS OF SERVICE CONNECTION AT EXISTING SITE OUTFLOW ORIFICE SIZE CALCULATION O • 22.2 UTILITIES. REFER TO THE BUILDING ELECTRICAL AND PLUMBING SHEETS FOR UNDEVELOPED RATE OF DISCHARGE - 4.886 CFSCHeYRIM ryry� UTILITY SERVICE ENTRANCE LOCATION, SIZE, AND CIRCUITING. Z I �D j 0 N -t- ATC USE 8" OWL RESTRICiOR PIPE O JUNCTION BOX N0. 5: 5. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE 0 = CA � = 0.8 x 0.196 x 2 x 32.2 x 3.75 9 I \'GROSS AREA = 2.79�5�,94. FT. VERIFIED BY THE GENERAL CONTRACTOR AT GROUNDBREAK. 9 - 2.436 CFS 4868 CFS �� H ' ate 6. FINISH WALK AND CURBS ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT ELEVATION s7towN. VOLUME PROVIDED 7. ALL LANDSCAPED AREAS SHALL BE ROUGH GRADED TO 3" BELOW TOP OF ALL Ln WALKS, CURBS, AND PAVEMENT WITHOUT CURB. FINISH GRADING, LANDSCAPING TOTAL = 10,978 CU. FT. m AND SPRINKLER SYSTEM (IF APPLICABLE), ARE BY THE OWNER. MAX. DESIGN WATER SURFACE ELEVATION = 22.25 I 22.85 22 85 \ 11 22.8 0 8. LOT LIGHTING CONCRETE FOOTINGS TO COMFORM WiTH THE SOILS REPORT VOLUME CALCULATION BY INLET LA RECOMMENDATIONS FOR THIS PARTICULAR SITE. Cii INLET N0. 1 3758 x 0.65 x 0.5' a: 1221 CU. FT. 9. STATE DEPARTMENT OF USED WHEREVER INDICATED. HIGHWAYS AND PUBLIC TRANSPORTATION APPROVED N STRIPING SHALL BE U INLEi NO. 2 - 3151 x 0.65 x 0.5 = 1024 CU. FT. - OD . �_ w O ti,? O 10. THE GENERAL CONTRACTOR SHALL RUN A ROM -ROOTER THROUGH SLIVER LINES INLET NO. 3 - 6086 x 0.65 x 0.5 = 1978 CU. FT. z TC 21.63 INLET N0. 4 = 5404 x 0.65 x 0.5 s 1756 CU. Fi. THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY. AI� 5 + AREA 6 ( m G 21.38 INLET N0. 5 = 10693 x 0.85 x 1/3 = 2317 CU. FT. x I 11 ALL DIMSE.IONS SHOWN ARE FROM FACE TO FACE OF CURB UNLESS SHOWN INLET NO. 6 = 12379 x 0.65 x 1/3: = 2682 CU. Fi. 0.2454 ACRES 0.2843 ACRES OTHERW0 12. ALL CURBS AND WALKS ARE TO HAVE EXPANSION ,JOINTS EVER 20'-0" MAXIMUM. ^ m a W 1. AREA SERVICED • 1.176 ACRES - 51,238 SO. FT. 16 U.E. ,A �' a -� ARE LJ4i1D A,I A 13. CONTRACTOR T ERECTORANGE.CONSTRU CONSTRUCTION FENCING EXISTING. _ _ 0 CTI ALL 2. DETENTION STORAGE RATE REQ 0. Cs 0.20 ACRE-FEET/ACRE ry Cn LANDSCAPING AND; TREES OUT G THE DRIP LINE). THIS FENCING MUST BE TOTAL 0.5297 ACRE S F.C. No. 9306 H..M.R. Olt ( > 3 5 C 3. N M - 1 U FL' � � � DETEt4T10 STORAGE VOLUME REQ D. 0 245 C . INSTALLED PRIOR. TO COMMENCING CONSTRUCTION AND MUST BE MAINTAINED - PRIOR TO COMMENCING. CONSTRUCTION AND MUST BE 4. DETENTION STORAGE VOLUME PROVIDED - 10,978 CU. FT. ' _ i 5 X 20 A.E. FOR THE DURATION of CONSTRUCTION. 5. MAXIMUM DESIGN` WATER SURFACE ELEVATION `= 22.25 122.a5 14. CONTRACTOR TO COORDINATE ALL WORK OUTSIDE THE PROPERTY LINES. WITH 6. MAXIMUM OUTFALL RATE 'ALLOWED -. 4.886 CFS tx.. ADJACENT PROPERTY OWNER. 7. MAXIMUM OUTFALL RATE PROVIDED 2.436 CFS ryry 8. RESTRICTOR SIZE - 6 INCHES 6 tb GRADE BREAK ryry• 20'-0' BUILDING GRADE BREAK S K LINE A - USE FOR ALL PROPOSED DRIVES ON CURB TYPE SIDES: - - 15" SDR 35 - - war. Los- nmr, sew art tr sat or - TC 21.42 TP - 18"RCP: - axac saw raaewx -...- � amst us[ �- -Eg-- G 27.14 r s>m, awsav mens.. ® 22. 3 � O' � O' aamw r�•otr- __. y. ,ti'S• ry`Y 22.85 •y .�.-.� t q/ylD avwmot FIND, 8 I.R.'L - - ""�aOaatR ne]e•m .laatr 3180 I.R. PP FND. 3 8 I.R. r r net wawnD aueete SET 5/ 8 I.R. - SAN MH Off owtwst•a ter rams w° o i`a' ooms°Oi m ass swnvo / r n r EX;;NG 8' SAN. ::RIM 14.75 i WOODEN PICKET FENCE S 86 59 13 W 213.69 SEWER LINE 8� FL E 14.6a`000 TC 21.34 8 FL S 14.59 G 21.11 'FOR USE WITH CONCRETE OR ASPHALT CURBED TYPE STREETS" i I I ( ( I 8" FL W 14.99 22W O�OUNTY STANWO DRVEWAY APPRBLOK 33 G 21.23 OACH �� 1 TC 21.46 i LOT 8 LOT 9 LOT 10 LOT 11 d' B - USE FOR ALL c RErtrovAt FAIRMONTI PARK EAST roe a��.a I I 1 SECTION 4 - PHASE 4B ar twc F.C. 393065, H.C.M.R. at si°��sxotneaNc 1 / FND. 3/8" I.R. e ,a`asww. ft� OCK °I.TM` �3X3, ; , �.. SITE PLAN., - ,PAVING AND DRAINAGE - r WITH BRICK AND STEEL ANGLE i SCALE: 1 =20-O WITH RE: SURVEY ,� cam uE MORTAR ENCLOSURE ANC"� �) TOTAL LAND AREA: 1.176 ACRE (51,238 SQ.FT. ) slow Tao aeoaato aw.orr, aar writ nnw n .e amwte amwam t 21 JOUNrYSTo WMWAYONCONMMCLR�AWEWTB RWM �7 NOT TO SCALE DEVELOPED LAND AREA: 0.6463 ACRE ( 28,152 SQ.FT. ) "° RE: /\ W 3 0 ~ Z W Ce tZ 0 0 zo 80 W LL I I FND. 3/ 8" I.R. TBM "X -C La 88"r ELEV. = 21.52 TC 2 .50 G 2 .77 18" L E 17.64 BLOCK 40 FAIRMONT PARK EAST `. SECTION 4 PHASE 4B F.C. 393065, H. C.M.R. NTEHPLAN AP M(TECTS INC. PLANNING ARCHITECTURE 281-492-2206 INTERIORS PROJECT NUMBER KAR01SIT - CHEVRON PROJECT TITLE le- 0 T L0 0 N LL Q X FZ W:3 VJ Q 0 '` VJ Z� coLL V 'R v �Q isse- MEN NOW U) ()o W WP 30. a: 7 A C 0P° Q OJ Q�[ PROFESSIONAL SEAL ----- g(PJE OF iBB19 {A M -AB ...... .... ...........................d 38614 Q is `• '' L`' Le DRAWINGS ISSUED FOR: OWNER APPROVAL PROGRESS PRINT PROGRESS PRINT M PROGRESS PRINT P P Ni ROGRESS RIPROGRESS PRINT - PROGRESS PRINT 04-13-00 P PRINT PROGRESS R NT FINAL PRINT SCOPE OF THE'DOCUMENT This drawing indicates the general - e of the project b" terms oarchitectural designconcept. the dimensions of the ep . the major ruct architectural dements and and the type 07 As scup documemechanncal eoi systems. scope documents op ts, of th of project In lemma 'of architectural P Jsc terms the drawings do not necessarily indicate :. or describe oil : work r ked for full er- equ p formance and cam letlon of the re- quirements W iromanta of: the Contract Documents. On the basis of the oral a in- ge^ atop dicated or described, the cantroctor shill furnish all items required for the er n andcompletion of the wait. ' These drawings shoal not be: used for cons- truction unless DATED and noted as ISSUED FOR CONSTRUCTION WORK. The InfonnotiM, detois and. drawings shown : by: this doeun et can net be rep ced..oesled' or photoeopbd In a similar or without the ettprssaed written emsent from the owner INTERPLAN ARCHITECTS INC. REVISIONS NO. DATE DESCRIPTION 1 . 04-05-00 CITY OF LA PORTE 2 04-13-00 CITY OF LA PORTE DRAWN BY; CHECKED BY. :DATE SHEET TITLE PAVING AND MANAGE DRAWING NUMBER Col SKEET NO. 4 s f la z 0 w a �U (z Q �¢ 6 W a ` o m Z O m 1 o w i 0 10 0 O ff" l � 0 w� o z� MOW z s N a0 a O M N U M 9 1 1 rr y 1 I k 1 ( r I a 3 i f NORTH ST. 6 5 CITY OF LA PORTE SURVEY MARKER LPSM 1 NOTES: NO GAS SERVICE IS REQUIRED FOR THIS PROJECT. W 1. THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINTS OF SERVICE CONNECTION AT EXISTING SiTE UTILITIES. REFER TO THE BUILDING ELECTRICAL AND PLUMBING SHEETS FOR UTILITY SER— VICE ENTRANCE LOCATIONS. SIZES, AND CIRCUITiNG. 2. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED BY GENERAL CONTRACTOR DETERMINED FOR THE MOST ECO— NOMICAL INSTALLATION. 3. CONNECTIONS AND PROPOSED UTILITIES ARE SHOWN WHERE INTENDED TO BE CONSTRUCTED. ANY MOVEMENT OF THESE FACILITIES SHALL BE APPROVED BY THE DISTRICT ENGINEER PRIOR TO CONSTRUCTION. 4. SUBCONTRACTOR TO PROVIDE SEPARATE COST TO FURNISH AND INSTALL ONE SAMPLE WELL AS SHOWN AND TO INSTALL SAME AS REQUIRED BY LOCAL CODES. U 5. GENERAL CONTRACTOR SHALL SUPPLY ALL HOSE CONNECTIONS AND OTHER INSTALLATIONS, WHERE AIR GAP CANNOTBEASSURED. WITH A CiTY OF JURIS— DICTION APPROVED BACKFLOW PREVENTATIVE. 6. LANDSCAPING IRRIGATION SLEEVES TO BE SCHEDULE 40 PVC PIPING OF SIZES SHOWN ON PLAN, STUB UP ABOVE GRADE AND COVER ENDS.. 7. BACK FLOW PREVENTORS ARE TO BE TESTED ANNUALLY BY OWNER. KEYED NOTES`GREASE TRAP 750 GALLONS O2 SAMPLE WELL AS REQ'D BY LOCAL CODE O 6• SCHED. 40 PVC SAN. SEWER LINE O MIN. i.OS SLOPE ® RECESSED 1 1/2" SHUT-OFF VALVE FOR WATER ENTRY LINE TO C-STORE W/ BACKFLOW'PREVENTER ' O5 NEW 2" WATER METER TO BE INSTALLED PER LOCAL CODE © NEW 5/8• WATER METER FOR LANDSCAPERS USE ONLY TO BE INSTALLED PER LOCAL CODE VACUUM BREAKER BY LICENSED IRRIGATION CONTRACTOR. PROPOSED 2' WL ® 1-4• SCHED. 40 PVC SLEEVE EXTEND 5' BEYOND FACE OF CURB (TYP. AT DRIVEWAYS) CAP ALL ENDS (DO NOT CEMFIUE) 3/4• WATER LINE TO AAIIR ,WATER UNiT m 11 CONTRACTOR MUST PROVIDE C.O. C.O • C.O. REDUCED PRESSURE TYPE BACKFLOW PREVENTER UNIT FOR 3 O 4M AIR AND WATER UNR 1h? THE CL I ry WILL. RaorATE THE EXISTING FIRE 00 HYDRANT AS PER EXACT FIELD CONDITIONS ITN COST i 2500.00 PAS BY PLUMBING i I CONTRACTOR). CONTRACTOR TO COORDINATE •S WiTH MM CURTiS'HERROD AT . : ... PU" WORKS OF CITY OF; IA PORTS. o 0.:;.. (tEIEPNONE iV0.=281 471'9650) 16' U.E. (F.C. No. 393065, H.C.M.R.) . 3 - NOTES c.o. 5 X 20 - A.E. 1 CONTRACTOR TO CONTACT MR. STEVE SPWER AT: UC WORKS' OF CITY OF LA POR TE. ROE, NO. 1 471 9650 28 tTOEPHONE ) REGARDING THE SIZE AND LOCATIONS OF 20'-W BUILDING SAN.'SEWER LINES. SEiBACK +LINE 2 ' LP O, E8 3 ,ABOVE GROUND EXISTING -0 CONTRACTOR l0 VERIFY) FY) PP ' SAN'MH, A S N MH ATION n�oY>E$ — — = = — = -- 'PLUN�UVGWATC-R©011/--'------'--`---- ------ RIM 22.75 • EXISTING 8: $AN. , 1 1 W 3.69 4.59 S 86 59 3 2 6 FL E i P FOR E STANDARD FOR A. PLUMBING FIXTURE ARE SEWER LLNE B THE;WATER:SAVING ER MANC t) AN ARD INSTITUTE AMSI CURRENT B FL S 14.99' THOSE': ESTABLISHED THE AMERIGANNATIONAL .ST 0 S BY 1 FOLLOWING, STANDARDS WHICHEVER ARE MORE "RESTRICTIVE. 8 FL W 14.gg' RENTS ON OR THE I (1) THE :MAXIMUM FLOW FROM A: SINK OR -.LAVATORY: FAUCET OR A.FAUCET AERATOR SHALL NOT EXCEED 2.20 'GALLON OF WATER PER MINUTE AT A•PRESSURE OF 60 LOT' 8 LOT 10 IN AC R CE AMSI TESTING -PROCEDURE. LOT 9 LOT 11 POUNDS PER SQUARE INCH. WHEN TESTED _ CO OAN WITH Q BLO K 33 (2) :THE MAXIMUM FLOW FROM ASHOWER -HEAD SHALL: NOT: EXCEED 2.75 - TO BD POUND PER d 'GALLONS OF; WATER PER 'MIN [j'TE ATA'CONSTANT PRESSURE EQUAL ( FAIRMONTI PARK EAST SQUARE INCH WHEN TESTED IN ACCORDANCE WiTH AMSI TESTNG PROCEDURES. SECTION -4 — PHASE 4B MAXIM UM OF WA PER FLUSH FROM A URINAL AND THE (3> _THE MAXIMUM VOLUME TER F.C. 393065 H.C.M.R. ASSOCIATED FLUSH VALVE AN 1F Y SHALL, NOT EXCEED LAN- AVERAGE OF ONE GALLON WHEN ' PROCESUTIES. TESTED IN ACCORDANCE>WITH AM SI TESTING- (4) THE MAXIMUM VOLUME OF WATER PER FLUSH FROM A TOILET SHALL NOT EXCEED AN AVERAGE OF 160 GALLON WHEN .TESTED IN ACCORDANCE WiTH'AMSI TESTING ' SITE PLAN PLUMBING PROCEDURES. SCALE. 1 n-20 r_p; r . — 5 THE MAXIMUM VOLUME OF WATER PER FLUSH FROM A WALL MOUNTED t) RV THAT EMPLOY ° VA S NOT EXCEED AN AVERAGE OF 2.00 RE: SURVEY TOILET T EM LO A FLUSHOMETER LIVE HALL 1 PROCEDURES..; AMLL GALLONS WHEN TESTED IN3ACCORDANCE WITH AMS TESTING in! .'' .• TOTAL LAND AREA. 1.176 ACRE' 51,238 SQ.FT 1 6 ALL DRINKING W TER FOUNTAINS SHALL BE OPERATED BY A SELF CLOSING A FT P N AREA: _ 0.6463 ACRE 28 152 _ S _ ) DEVELO ED LAD EA Q } 2' ENTEX PIPELINE EASEMENT (H.C.C.F. No. N313945) N88'31'35"W 1628.28' SPENCER HIGHWAY (100' R.O.W.) CONCRETE PAVEMENT CITY OF LA PORTE SURVEY MARKER LPSM 3 COPYRIGHT RESERVED TSM C O •BB'; LET ELEV. - 21.52` TC 2 .50 G 2 .77 18• E 17.64 BLOCK 40 FAIRMONT PARK EAST SECTION 4 — PHASE 48 F.C. 393065, H.C.M.R. n WE"' ARCHITECTS SIC. PLANNING ARCHITECTURE INTERIORS 1-4 - PROJECT NUMBER KARO1 SIT — CHEVRON PROJECT TITLE. I— cr Q O W) O N U. Cn W z F_ Z V! FM S V� V Q Q LL O WW WW OCE T.3 Q Y PROFESSIONAL SEAL ®e��aaap •o �ptEOFT `Ql1aal 5, ...a............. ...eu ...... U! a��i O.Q:.....38614 4 Ups/ `1;W__ DRAWINGS ISSUED FOR: 01-12-00 OWNER APPROVAL - 02-16-00 PROGRESS PRINT 02-24-00 PROGRESS PRINT 03-10-W PROGRESS: PRINT 03-13-W PROGRESS PRINT 03-20-00 PROGRESS PRINT 04-05=00 PROGRESS PRINT FiNAL PRINT SCOPE OF THE:: DOCUMENT This drosIty Indicates thee. general scope of the pmu in terns of architectural design concept. the dimensions of the ` WN&I9, the major architectural elements and the type of structural,, mechanical electrical syyssttems As scope documents, of the pro feet In terms, of, architectural the aowM9s do not neaessady Indicate or descr=b oB work required for full per— formance and completion of the re— quirements of the Controct�Documents. On : the basis of the general 'scope in— dicated or deserilload, the contractor shall fiunlsh all Hems required .for the execution and: completion of the - work. These drawkW shell not be: used for,cons— truction=unless DATED ..and noted., as ISSUED' FOR CONSTRUCTION WORK. The Information, detass and:: drawklgs shown by:: thb d*cuoWt can not be reproduced, copied:' or: photocopied of In a slagar manner without. the ph expressed written consentfrom the owner INTERPLAN ARCHITECTS. INC. REVISIONS NO.' DATE DESCRIPTION i <104-05-001 CITY OF LA PORTE DRAWN BY: CHECKED BY: DATE SHEET TITLE PLUMBM LAYOUT DRAVANG NUMBER PU1 SHEET'NO.