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HomeMy WebLinkAboutJOE CAMP FORD SITE PLAN (2)-20 Fs] ® ° r_= -- ' t 0 N.' 39 12 ` E SEASONAL FLOWERS ° S `'� - �_~-""1 • • ` �"� AT RAISED PLANTERS .-.------ • 21 { ® I { • -- - 2 m DWARF NANDI CNANDINA • DOME5TICE ' PACTA')1­111 • AT 48' O.C. INSIDE PIPE I RAILiNG9, TY •CAL \ O SEASONAL FLOWERS 33 - 1D I - - BESIDE WALK • � � O O c� U_ ° IL z_ .... .Q 3- i� Z Q ., t- • f A1GI._FLOWERS 8 I WALK, r r r r r E DE ........ =: PlTT05P ............. ... .. C�Rt.EI"�...QF3 ::�:•:�:: . r • p HVAC UNITS .; 1 REDTIP PHOTINIA ■' t ::{N:LAt>IiSGApE:15 .............. 1 ( A 1) PHOTINI ERASE �:�T1'P}h�L:�::•:•:::•;:�::�:��:�:��:�::�:�'t: AT AT { BUILDING { OTC. 6 :.(PHOTiNE,� :Fi,'A5ER1::::: f •A y4'F :iiit:it3Mlia... T::::.::.:;: ........: f :Q. F`tfj r t 1 1 , Ir 0 I w P r0 ' 1 — — — — _ c, O 1 • � o00@00 � •DWARF PITTOSPORUM Ev (PITTOSPORUM TOBIRA l I r- i WAXLE)4F LIGUSTRUM 'WHEELER'S') AT 3ID' O.C. v (_ SL. GATE (LIGUST)UM JAPONI ) IN LANDSCAPE ISLANDS ' AT 6' O.C. TYPICAL p O— r f _ _..........-. _ _. - - i } • i6 I 1 1 3 ' j ff . . . . . . . . . . . . . 9 5L. GA "ITE "LAN SCALE: V = 30' -O' PORTIONS OF EXISTING BUILDINGS WITH NO REMODEL WORK PORTIONS OF EXISTING BUILDINGS WITH REMODEL WORK NEW BUILDINGS OR BWLDING ADDITIONS 0 ' I 1 l I nJl_ �SL. GATE r f r • r �.'.."— V S� 1-- WAXLEAF LIGU5TRUM — — — (LIGUSTRUM JAPONICUM) AT 6' Q.G. LEGE1 " F±1 LAWN AREAS -SODDED WITH R4LIEGH ST. AUGUSTINE GRASS AREAS TO RECEIVE GROUND COVER - © A51AN JASMINE (TRACHELOSPERMUM ASIATICUM) AT IS' D.C. EACH WAY OR AS OTHERWISE SELECTED. FENCE VINES - CONFEDERATE JASMINE (TRACHELOPERMUM JASMINOIDES) IN 5 GAL. CONTAINERS AT S' D.G. OR AS OTHERWISE SELECTED. 4' CAL. LIVE OAKS (QUERCUS VIRGINIANA) 6' HIGH MINUMUM 3 TRUNK CRAPE MYRTLES CLAGERSTROEMIA • INDICA) APPROX. 5' HIGH NEW 5HRU55 AS NOTED. PROVIDE IN 5 GAL. ® O CONTAINERS OR AS APPROPRIATE FOR SPECIES INDICATED _. _._...-. _... — — _ UNDERGROUND IRRIGATION 6LEEVE5 - REFER TO DRAWING C-1 DWARF NAND INA (NAND INA DOME5TICE 'COMPAGTA') AT 4V O.G. INSIDE PIPE RAILINGS, TYPICAL DWARF BURFORD HOLLY (ILE CORNUTA BURFORDN CENTER ON STALL STRIPE AT 21' O.G. INSIDE PIPE RAIL iYf='ICAL 5L. GATE { ' DWARF PITTOSPORIJM (PITTOSPORUM TOBIRA t , WHEELER 5 AT 3 ID O.G. IN LANDSCAPE ISLANDS TYPICAL 1 1 " I AF I T { WAXLE L Gll� RUM { CL GUS RLIM I T J ONICUM) { { I 1 AT 6 D.C. t t I I t 1 1 3 s t { ' E { { t 1 9 { i REDTIP PHOTINIA (PHOTINIA FRA5ERI) s 112 SIDES AT VO.C. J, SL. GAT �.'.:,,0.. ..,.; �..�< � �r:rr w.�.r �,.,..� .,.r-.�..s��..■..`,:� � _ �, rr.rr�r,r�r�rr_� �.......�.. .. ..._...,. 1.0� a7....- ".i;..�ar�••�ii.r�. .,_�i`a+—ev�r��.�. M,,,�••w. r rr,w ri. r GENERAL NOTES 1. GENERAL CONTRACTOR SHALL PROVIDE AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM FOR ALL AREAS NOT COVERED BY BUILDING OR PAVING. SYSTEM $HALL PROVIDE 10096 COVERAGE WITH _N q% OVERLAP. 2. ALL TREES AND SHRUBS SHALL BE PLANTED INSIDE THE PERIMETER FENCES AND GUARDRAILS. 3. LANDSCAPING AND BED TREATMENT SHALL BE IN STRICT ACCORDANCE WITH THE PUBLISHED RECOMMENDATIONS OF THE CITY OF LA PORTE, TEXAS. 4. ALL AREAS AND BEDS NOT TO RECEIVE SOD OR GROUND COVERS SHALL BE COVERED WITH PINE BARK MULCH TO A DEPTH OF 11/2 INCHES. CULVERT I.E. 6.4S' fL m Q O m r 00 � O DLU ND INA CNANDIN A DC EST] E GOMPAGTA, AT V O INSIDE PIPE lNG5 TYPICAL DU W RFORD HOLLY ( I L TA BURFORD I) U C ER STALL STRIPE AT ' O.C. INSIDE =1 1F'E RAILINGS, TY AL V T E1 INLET SEWER STORM The Construction documents for this project shall include,but not be limited to the following: Instructions to bidders (if any) Standard format of Agreement between owner and Contractor, A.I.A Document A1101,1987 Edition General Conditions of the Contract for Construction, A.I.A. Document A201,1987 Edition Standard form of Agreement Contractorand Subcontractor Agreement Form, A.I.A. Document A401,1987 Edition Addenda Supplementary Conditions(if any) Specifications Copies of the above Documents are on file at the Architects office - This Construction documorit shall be considered a part of a set,and shall not be separated from the set Dat ed: ed: Project: JOE CAMP FORD RENOVATO and EXPANSION Address: 621 NEW WWY. 146 SO. LA PORTE, TEXAS 1-15-11 Owner: JOE CAMP, INC. (251) 411-1642 (261) 411-6551 (FAX) Governmental Jurisdiction: CITY OF LA PORTE, TEXAS WLDING PER t lIT5 604 W. FAIWONT PAF0<WAY LA PORTE. TEXAS 11511 (251) 4�I-51?)2lU Revisions: Mark: Description: Date: Sheet Contents: LANDSCAPE FLAN Ll Wilson% etty/Tipps L.L.C. 116' UTILITY EASEMEVT iv �ry � \((O GENERAL. NOTES: 1. ALL EXISTING CHAIN LINK FENCE ON THE SITE SHALL BE REMOVED, UNLESS OTHERWISE: NOTED. 2. BOUNDARY, TOPOGRAPHY AND EXISTING IMPROVEMENT INFORMATION HAS BEEN TAKEN FROM A SURVEY PREPARED BY H. CARLOS SMITH ENGINEERS AND SURVEYORS, INC_ LA PORTE, TEXAS (113) 411-4226. SURVEY NO. 3146-91, DATED 1/12/98. 3. REFER TO DRAWING A -I FOR ALL SITE DIMENSIONS AND DETAILS OF NEW CONCRETE CURBS, WALKS, ETC. 4. REFER TO THE GEOTECHNICAL INVESTIGATION PREPARED BY ASSOCIATED TESTING LABORATORIES, INC, hOUSTON, TEXAS FOR RECOMMENDATIONS REGARDING SITE PREPARATION AND ASPHALT PAVING SPECIFICATION. REPORT NO. G91-161, DATED JANUARY 21, 1998 WITH ANY AND ALL SUBSEQUENT ADDENDA AND/OR AMENDMENTS. THIS REPORT IS NOT A PART OF THIS SET OF CONSTRUCTION DOCUMENTS. 5. REMOVE ALL SITE POLE LIGHTS AND BASES (15 TOTAL PER SURVEY). ABANDON AND CAP BELOW GRADE ALL EXISTING CONDUIT RUNS. SALVAGE ANY WIRING SUITABLE FOR REUSE ON NEW POLE LIGHT INSTALLATION WORK 6. PROPERTY ZONING-: GENERAL COMMERCIAL (G.C.) 1. THIS TRACT SUBJECT TO CITY OF LA PORTE ORDINANCES. 8, THIS TRACT LIES PARTIALLY IN ZONE 'X', AREA OUTSIDE 500 YEAR FLOOD PLAIN, AND PARTIALLY IN ZONE 'X', SHADED, AREA WITHIN THE 500 YEAR FLOOD PLAIN, AS SCALED FROM F.IM.A. MAP NO. 48201C0 145J, DATED NOVE:MBER 6,1996. EXISTING 35' WIDE ENTRY CONCRETE ENTRY DRIv\e TO REMAIN _n' r-EXISTING SCALE: I' = 30'-0' PORTIONS OF EXISTING .BUILDINGS WITH NO REMODEL WORK ® PORTIONS OF EXISTING BUILDINGS WITH REMODEL UIORk NEW BUILDINGS OR BUILDING - ADDITIONS BUILDING ADDRESSES: 5UILDING9 A, 15 4 C: 621 HIGHWAY 146 SOUTH, BUILDING D: 521 HIGHWAY 146 SOUTH BUILDING E: 501 HIGHWAY 146 SOUTH STA �� h �Y NO, j46. (Nora anti I-20' BUILDING _0-- --- .� SETBACK LINE KEY NOTES: 1, MATCH EXISTING ASPHALT PAVEMENT GRADE. FIELD 15. 3'11' P.V.C. IRRIGATION SLEEVES - TURN BOTH ENDS 30. NEW PRECAST SAFETY END TREATMENT BOX 45. REGRADE EXISTING DRAINAGE DITCH ALONG - VERIFY ELEVATION. UP AT 45' TO ABOVE GRADE AND CAP FOR USE w/GALv. SAFETY PIPE RI.CJNERS EQUAL TO Sth STREET PER COUNTY REQUIREMENTS. BY IRRIGATION CONTRACTORMODEL NO. 'SET-1' BY PARK EQUIPMENT CO. 2. NEW 6'o P.V.C. SANITARY SEWER TO EXISTING GLEANOUT 46. EXISTING SANITARY SEWER TO EXISTING BUILDING AT 0100 % SLOPE. IFi. EXISTIG 1086 SANITARY SEWER LINE. 31. NEW 24'r RCP STORM DRAM PIPE - SET TO FACILITIES TO REMAIN. GRADES A5 REQUIRED BY COUNTY.C. 3. NEW 6'o P,YSANITARY SEWER TO EXISTING MAN HOLE 11. 6 NEW 'o P.V.C. SANITARY SEWER TO NEW CAR SALES 41. EXISTING 6'0 SANITARY SEWER LATERAL LINE. AT W.IWO% SLOPE. EXISTING STUB INVERT EL. + 10.14'. BUILDING 'A'. 32. NEW I' HIGH CHAIN LINK FENCING WITH COILED 4. NEW 150 GALLON SAND/OIL $EPERATOR EQUAL TO IS. NEW 6'm P.Y.C. SANITARY SEWER TO BODY SHOP 12' DIA, RAZOR WIRE TOP. 46. EXISTING CLEANOUT - FIELD VERIFY ASSUMED F.L. - + 12AO', MODEL NO. 'SOCMP-I' BY PARK EQUIPMENT CO, BUILDING 'C' ADDITION. 33. RELOCATED EXISTING CANTILEVERED CHAIN INLET EL. + 12foVIOUTLET EL. + 12A0. LINK GATE. REWORK TO RAISE HEIGHT TO 49. EXISTING 24'0 RCP STORM DRAIN PIPE - REUSE AND 19, EXISTING 8' WATER MAIN, FIRE HYDRANT a VALVE. I FEET. RESET AS REQUIRED. S. NEW 641 P.V.C. SANITARY SEWER FROM CAR WASH, MAINTAIN PROPER USE CLEARANCE AT ALL TIMES. BUILDING 'E' TO SAND/OIL SEPERATOR 34. NEW CANTILEVERED, ROLLING CHAIN LING GATE, 50. REMOVE EXISTING ASPHALT DRIVE APPROACH. 6. GLEANOUTS AS SHOWN AT 100' OC. MAX. OR A5 20. NEW 600 PVC AWWA C-SW C1.150 FIRE LINE TO EXISTING 8' WATER MAIN ON EAST SIDE OF 8th STREET. 8' HIGH x 35' WIDE. PROVIDE HARDWARE TO RECEIVE PADLOCK. PREPARE, AS REQUIRED, FOR NEW LANDSCAPING. OTHERWISE REQUIRED BY CODE. PLAN 4 PROFILE SHALL BE PREPARED PER HARRIS CO. 51. EXISTING POLE MOUNTED SIGN TO BE RELOCATED BY 1• NOT USED REQUIREMENTS. PERMIT SHALL BE BY COUNTY. WORK 35. NOT USED. OWNER'S SIGN CONTRACTOR ELECTRICAL SHALL BE PERFORMED BY CITY APPROVED UG, CONTRACTOR SHALL EXTEND EXISTING WIRING IN 8. NEW 150 GALLON SAND/OIL SEPERATOR EQUAL TO CONTRACTOR 4 COORDINATED WITH CITY SUPERINTENDENT.36, NOT USED. CONDUIT TO NEW LOCATION PER SIGN CONTRACTOR'S MODEL NO, 'SOCMP-I' BY PARK EQUIPMENT CO. 21. NEW BACK FLOW PREVENTER IN CONCRETE VAULT 31. EXISTING POWER POLE TO REMAIN. VERIFY wML4P. REQUIREMENTS. INLET/OUTLET EL'S. TO BE FIELD VERIFIED. PER CITY FIRE MARSHAL'S REQUIREMENTS. 52. NEW 4'0 P.V.C. SANITARY SEWER TO NEW SERVICE S. NEW 6'0 P.V.C. SANITARY SEWER FROM SERVICE 36. SHORTEN EXISTING GUY WIRE. BUILDING 'B' REST ROOM, ETC. BUILDING 'B' TO NEW SAND/OIL SEPERATOR AT 0100% 22. NEW 600 STEEL FIRE LINE FROM VAULT TO BUILDING- 'B' PER CITY REQUIREMENTS. 39. REMOVE EXISTING POWER POLES AND O/H LINES BY 53, REMOVE ABANDONED STREET APPROACH AND SLOPE (FIELD V4RIF'Y AND RAISE RIM OF SEPERATOR HL.4P. CO. EXTEND CONCRETE ROAD CURB PER TQxDOT AS REQUIRED TO ACCOhIMODATE EXISTING 23. NEW HOT MIXED ASPHALTIC CONCRETE PAVED REQUIREMENTS, CONL?ITIONSd PARKING LOT ON COMPACTED BASE ON 40. REMOVE EXISTING POWER POLE AND GUY WIRE 10. EXISTING $AN. SEWER MANHOLE - 6' W. I E. + II.19'/ COMPACTED SUB -GRADE PER SOILS REPORT BY HL.4P. CO. 54. EXISTING GATE VALVES TO REMAIN. SET RIMS LEVEL 6' STUB N. I.E, « 10.14'AO' 5. I.E. + 10.04'. LOWER RIM RECOMMENDATIONS FOR MEDIUM DUTY AND ALL w/NEW LANDSCAPE BEDS OR PAVING AS APPLICABLE. « TOE 16b.0 APPROPRIATE TexDOT SPECIFICATION$. 41. NEW POWER POLE LOCATION wY WIRE /G-UE. . . 55. EXISTING- 10' STUB, INVERT EL. il. EXISTING SAN. SEWER MANHOLE - 10' N. I.E. + 9b27 94. PATCH ALL SOFT AND BAD SPOTS IN THIS AREA 42• OPEN THRU CURB SCUPPER TO EXISTING DRAINAGE 6' STUB W. I.E. + 965710' S. I.E. + 9.1/10' E. I.E. + SB4% AND APPLY A NEW SEAL COAT OVER ALL DITCHES. 56. EXISTING 2' GAS LINE. COORDINATE ALL WORK REQUIRED FIELD VERIFY AND LOWER RIM AS REQUIRED TO SURFACES, 43. REMOVE EXISTING CURB AND PROVIDE NEW FOR NEW CONSTRUCTION WITH ENTEX. MATCH NEW GRADES. 25. RESHAPE EXISTING ASPHALT PAVING TO NEW GRADES ASPHALT PAVED DRIVE APPROACH WITH CONCRETE 12. NEW 11h' DOMESTIC WATER METER (12). NEW Is WITH EITHER BASE OR TOPPINGMEW TACK COAT. CURBS PER COUNTY 4 CITY REQUIREMENTS. LANDSCAPE WATER METER, CAP I' LINE FOR USE BY FINISH THICKNESS SHALL BE PER NOTE 23 WITH TACK AND SEAL COATS. ?4. PROVIDE NEW CONC. CURB WITH RADIUS SHOWN IRRIGATION CONTRACTOR (12A)• DRAWING A -I 4 ADD ASPH. PAVING TO MATCH EXISTING. 13. NEW 2' WATER (.INS TO EXISTING 8' WATER M IN 26• RE -TOP EXISTING ASPHALT PAVING PER NOTE 23 ON EAST SIDE OF Sth STREET. CITY OF LA PORTS WITH TACK AND SEAL COATS. SHALL MAKE TAP AND SET METERS (NOTE 12). 21/28, NOT USED. 14. NEW lyz'a' COPPER WATER LINE TO MAKE READY 29. CUT AND REMOVE EXISTING PAVING IN THESE AREAS BUILDING 'E' AND USED CAR SALES BUILDING- 'O'. AND PREPARE A5 REQUIRED TO RECEIVE NEW LANDSCAPING-. REFER ALSO TO DRAWING A -I. 69:4 ON, CULVERT I.E. 6.48' ^gym INLET SEWER STORM: i W A 61144 ACRE TRACT BEING- ALL OF BLOCK 124, ALL OF BLOCK III, THE RESIDUE OF BLOCK 125, I6 FOOT ALLEY IN BLOCK 124, PORTION OF SOUTH 9th STREET BETWEEN BLOCKS 123 AND 124, NORTH ONE-HALF OF WEST 'F' STREET BETWEEN SOUTH Sth STREET AND STATE HIGHWAY NO. t46, PORTION OF WEST 'E' STREET BETWEEN SOUTH Sth STREET AND STATE HIGHWAY t46, AND ib FOOT ALLEY IN BLOCK 111, TOWN OF LA PORTE, JOHNSON HUNTER SURVEY, A-35, LA PORTE, HARRIS COUNTY, TEXAS, VOLUME 56 AT PAGE 426, HARRIS COUNTY DEED RECORDS. 1, H. CARLOS SMITH, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PROCTICE THE PROFESSION OF SURVEYING AND HEREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUE AND CORRECT, AND THAT ALL BEARINGS, DISTANCE$, ANGLES, CURVE RADII, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT. H, CARLOS SMITH TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 1228 THIS 15 TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF MR. JOE CAMP IN CONFORMANCE WITH THE LAWS OF THE STATE OF TEXAS, AND THE ORDINANCES OF THE CITY OF LA PORTE. CITY OF LA PORTE PLANNING DIRECTOR All information,either drown,written, or implied appearing in this doc- ument shall not be duplicated, disciospd, or otherwise psed with- out the written permission of the outhor,wison/Zetty/Tipps L.L.C. This document is an instrument of service and is the sole property of the author. Furthermore, the use of this document for any purpose shall be revoked, if the intent of the design or the construction techniques or details shown herein ore not adheared to or the•con- Aractural agreement governing their use orenot striciy adheared to. The Construction documents for this project shall include,but not be limited to the following: Instructions to bidders (if any) Standard format of Agreement between Owner and Contractor, A.I.A.Document A101,1987 Edition General Conditions of the Contract for Construction, A.I.A. Document A201,1987 Edition Standard form of Agreement Contractor and Subcontractor Agreement Form, A.I.A. Document A401,1987 Edition Addenda Supplementary Conditions(if any) Specifications Copies of the above Documents are on file of the Architect's office. This Construction docurpedt shdll be considered a part• of a set,dnd shall not be separated from the set Dated: WILSON/LoEM TIPPS ASSOCIATES LLC ARGi rECTS PLANNERS 0 INTERIORS AWBICAN INSTf M OF ARCMUM 3100 WILCREST DRIVE SUITE 325 HOUSTONJX 77042 PHONE: 713-952-8600 FAX: 713-952.8610 a > Project: C JOE RENOVAMON and 'ANSION Address: 621 NEIS9.WY. 146 SO. LA FORTE; ,TEXAS 7`1511 Owner. JOE CAMP, INC. (281)411-1642. (281) 411-6851 (FAX) Governmental Jurisdiction: CITY OF LA PORTE, TEXAS BUILDING PERMITS 604 W. FAIRMONT PARKWAY LA PORTE. TEXA$ T1511 (281) 411-5020 Revisions;-_ Mark: -� Description: Date: I GEN. REV. 3/23/91 2 CITY REV. 5AI/W Sheet Contents: SITE PLAN: PAYING GRADING 11 DRAINAGE SITE UTILITIES ATTEST: CITY EWSINEER T -1 4401 AT al i _�,,• ' UTILITY %SEMENT GENERAL. NOTES 1, DIMENSIONS SHOWN ARE TO THE FRONT FACE OF CURBS, TYPICAL. 2. UNLESS OTHERWISE NOTED ALL PARKING- STALLS SHALL BE V-0' WIDE x I8'-0' DEEP. STRIPING SHALL BE 4' WIDE YELLOW TRAFFIC PAINT. 3. CURB RADII SHALL BE AS NOTED OR TO MATCH WIDTH OF LANDSCAPE ISLANDS. 4• REMOVE EXISTING METAL BUILDING TO LOCATION AT N.A.SA. AS DIRECTED BY THE OWNER. CAP ALL EXISTING UTILITIES AS REQUIRED BY THE CITY. 5. REMOVE EXISTING TRAILER TO A LOCATION SOUTH OF AND ADJACENT TO THE EXISTING FLEET OFFICE. CAP ALL EXISTING UTILITIES A$ REQUIRED BY THE CITY. MOVING OF FURNISHINGS G. REMOVE EXISTING 6' WIGH CHAIN LINK FENCE AROUND THE PERIMETER OF THIS PARKING AREA. 'i- ALL AREAS z-AJRROUNDED BY OR BEHIND NEW CURBS SHALL BE CONSIDERED LANDSCAPE AREAS. ALL EXISTING ASPHALT PAVING AND SUB -GRADE WITHIN THESE AREAS SHALL BE REMOVED TO A DEPTH TO PERMIT PROPER INSTALLATION OF LANDSCAPE MATERIAL AND PLANTS. EXISTING 35' WIDE ENTRY - CONCRETE ENTRY DRIVES TO REMAIN SITE SCALE: I" = 30'-0' 25' 50$ I00' PORTIONS OF EXISTING BUILDINGS WITH NO REMODEL WOW PORTIONS OF; EXISTING BUILDINGS WITH REMODEL WORK NEW BUILDINGS OR BUILDING - ADDITIONS ^'"-- NEW CONC. CURBS - REFER TO DTL. I/A -1 AY NCB. 1� 20' BUILDING SETBACK LINE ACCESS AISLE t 5'rr21F'INCs AT 24' W-0' STANDARD V-m' VAN STALE, 5. TYR ACCESSIBLE STALUO'S" SCALE: 3/16' = 1'-0' MTEM"TIONAL SIT'€ m or- ACCESMILrrY 50RDER i LETTERMG IN U 41TE o BLUE BALD r2' x V - I& GA. BONDEmZIM STEEL SIGN IVERFY SIZE E LETTERR, WGOVERNMa AUTI40MTY) HANDICAPPED ADDIrICNAL SIGN M, x 61) PARKING ONLY FtMIR€D FOR VAN PAIQfCWS SPACE - REM SITE PLAN VAN ACCESSI& E g NOTE: PROVIDE PER SITE FLA1q I AT EACI.1 ACCESSIBLE PAWtWa SPACE, tt IF STALLED ON WALL SURFACES, `9 INM UISIT allGALV, EXIFI�L 50LTS. AT WALKS AND L.ANDSQ'WE ARl=A5, SET na 12• DIA. 1 24' DEEP CONC. FAOT€t EC. I I --- -� 12'i C 14C. FOOTNG U I L_ J GUT AND WELD POST TO RAILS TOP OF ASPN. PAVItslez PAINT ALL EXPOSED PIPES, SAFETY YELLOW COLOR 7. TYPICAL. LOW PIKE FENICDE SCALE: I' = 1'-0" BUILDING LINE 03 REINR AT 16' Or-. EACH WAY 20' BUILDING SETBACK LINE ° 3 CONT. TOP 4 BOT. -- F 3 TIES 9 24' O.C. 2' SAND CUSHION ON -J COMPAGTI=D SUB -GRADE NOTE: WALKS SHALL MIN. 6 ASPH. PAVING* » PER BE 3,000 PSI CONCtiii4ETE I SOILS REPORT 0 28 DAYS RECOMMENDATIONS 2. TYP"I(D"AL CON"C. WALK sc«e r : i m TOP SOIL 4 CONT. TOP 4 BOT. /� . B ILL / r— R. NOSING 24' O.C. MATCH DEPTH OF ASPH. PAYING-4 SUB -GRADE BASE COURSE PER SOILS REPORT CURBS S€4ALL BE RECOMMENDATIONS BOW PSI CONCRETE rvaa� tr•r�� SCALE: 10 = 1'-o' TOOLED JOINT AT 5' -0' O.C. MAX. .T. - - ,,.`f�k1.1�M �� aWALK`c� i� File Path: _ I Date of Issue: MAR �, 1998 Projec Number: Sheet k\Iumber: I U Copyright 1998 Wilson/Zetty/TiPPs L.L.C. All information, either drown,written, or implied appearing in this doc- ument shall not be duplicated. disclosed, or otherwise used with- out the written permission of the outhor,Wilson/Zetty/Tipps L.L.C. This document is an instrument of service and is the sole property of the author. Furthermore, the use of this document for any purpose shall be revoked, if the intent of the design or the construction techniques or details shown herein ore not adheared to or the can- troctural agreement governing their use are not stricly adheared to. The Construction documents for this project shall include,but not be limited to the following: Instructions to bidders (if any) Stondard format of Agreement between Owner and Contractor, A.I.A.Documerit A101,1987 Edition General Conditions of the Contract for Construction, A.I.A. Document A201,1987 Edition Standard form of Agreement Contractor and Subcontractor Agreement Form, A.I.A. Dodurrient A401,1987 Edition Addenda Supplementary Conditions(if any) Specifications Copies of the above Documents are on file at the Architect's office. This Construction document shall be considered a part of a set,ond shall not be separated from the set Doted: Project: JOB` %CAW 1FO r , REV W _ VA71fl and EXPANSION Address: 621 NEW WLL I db SO. LA PORTE, TEXAS 1-1511 Owner JOE CAMP, INC. (281) 411-1642 (281) 411-6851 (FAX) Governmental Jurisdiction: CITY OF LA PORTE, TEXAS BUILOMG PERMITS 604 W. FAIRMONT PARKWAY LA PORTE. TEXAS -nEr11 (251) 4'71-5=o Revisions: Mark: Description: Date: I GEN. REV. 3/23/98 2 CITY REV. 5/i1198 Sheet Contents: I x 4 REDWOOD EXPN. 03 x IS' L. DOWELS JT., CONTAT 20 `-0' O.C. AT IS' O.C. - GREASE MAXIMUM ONE END