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HomeMy WebLinkAboutUTILITY TRAILER SALES SOUTHEAST TEXAS, INC. SITE PLANEX. PAINTED STRIPING ON L ASPHALT PAVEMENT ONLY (NO CONC. CURBED ISLAND) 141.00' fI .00 ASPHALT CONCRETE 80'R.O.W(ASPH.) PAVING PAINGt I I I I I I I I 45� 0" IX. "SH146"SIGN END OF I i CONC. 68'-0" 35'-0" 58, 0" CURB EX SIG L LIGHT DRI EWAYT EX. ROAD WORK 116 TRAFFI SIGN AHEAD"SIGN C _ _ 0 24" rsc C-oIr zoll, y -Ex. 2? _ - �, p 161.00' oob' oa o bdoo o ab SodQ e 0.0 '. b P ° - x = x- SLIDING GATE - x - - x ---- �, u EX STOP SIGN ° IX. 2" HMAC EX 16'-0" W/-'-ALLEY'- \ O x _ _20'B.L._ _ _10""E EXP _ _ _ -ALLEY e r STABILIZED BASE JT. CLOSED ° PER gip. x I ORDINANCE ' 10 I Sr 2gG.R 2001-2pp 53 p• �� a i DAMS �ROUFA<`\ EX. CONCRETE EX. MILLED 7 PAVING ¢ x 7" THICK S EC-2 PAVEMENT \ �•°'- (CHIP SEAL) EX, 6" IGH ° x EX. MILLED \� o'• W.I.F CE . I ASPHALT SEEC-2 Opp ° 1 PAVEMENT a• .n (CHIP SEAL) 149=6" I I e 35'-0" 45'-6" .•.o. I to a Q EX 1"li METER IX. 1 12" WA R METER 3'-0"LANDSCA ED AREA 6' HIGH W.1. FE CE W W LY U) a- N � O Z IX. POWER POLE EX. OVERHEAD SERVICE TO PROP METER & ELECTRICAL POINT OF ATTACHMENT z R U NORTH "E" STREET 60' R.O. W. (ASPHALT) " N (a. I 12 SPACES @ 10'-0"=120' 0" EX. PARKING MEMO 11000101, 5" THICK CONC 25SPACES 14 SPACES @ 10'-0-140'-2" EX ACCESSIBLE RAMP -\ , m 7" THICK CONC. .o I .10 O I,-� o N I '.6-, J ml A. 3 9 N l 1%0 o. N b I••-G I 2 4- O N Z ti I C C o' A. U (C o• C\ @J l O EX. CONCRETE PAVING ( :� 7- THICK a o � 14' x 55 TRUCKWELL 12' x 55 LOADING BERTH MI 3 7i•. e . � r l 2a01..:. .. „`.'..`.;T. l'v.nnrr'n .r. z.':s rc .;...ti •:. ac.-r: .f•..:. .Sx_^t "`.. ..:,:: ..n �� . t PPO SITE PLAN 0 SCALE 1" = 30'-0" EX DCPANJION JOINT ti I -EC. 36"WIDE ACCESSIBLE ROUTE ON ( g NON -SLIP CON . I y INDICATED W/4 WIDEPAINTED m) STRIPE •roe -PROP. CONC. l ' • ° RETAINING WALL W1 PIPE BOLLARD I f AND RAILING EX. FENCE TO REMAIN •' �• h EX. FENCE TO BE REMOVED 601 S.H. 146 ��:•°�: - .:- BLD Lr) PROP. UNDERGROUND TO PROP. METER •;v•.•-0-••••' �' ' SERVICE ..''•'--••... .:.'.:.:.:. •.:..... .:.... boo •p boc at •P boc ap'� 60'-0" - EX. SAN MH ELEV=19.41 N FL=13.91 6" RCP S FL=13.71 6" RCP W FL=13.31 6" RCP PROP. LANDSCAPING IX. CONC. CURBED ISLAND IX. TRAFFIC SIGNAL BOX LEVEL W/NATURAL GROUND IX. SIGNAL LIGHT COL. EX. ACCESSIBLE CONC. RAMP IX. 6' HIGH W.I. FENCE AS PER CITY OF LA'- PORTE VARIANCE #V08-003 e IX. ELEC. METER POLE FOR TRAFFIC SIGNAL EX "ONE WAY" SIGN IX. STORM MH& C.B. ELEV=19.28 N FL=13.16 36" RCP S FL=12.68 36" RCP W FL=12.68 18" RCP 3 LANEZ WIDE SPEED LI T 35MPH } 0 EX. 6'HIGHW.I.FENCE _ AS PER CITY OF LA 5 PORTE VARIANCE _F t� #V08-003 Ll1 K U 0 =o >Z a 2a� ti o. EX 6' HIGH W L FENCE AS PER CITY OF LA PORTE VARIANCE #V08-003 EX. STORM & C.B. ELEV= 18.61 .9 EFL-15.29(18"RCP) h EX STORM M.H. ELEV= 19.38 N FL-13.24(36"RCP) E FL-14.72(24'RCP) S FL-13.33(30"RCP) W FL-15.08(18"RCP) EX LANDSCAPING PROP. W.I. FENCE o TO MATCH IX. FROM DL W.I. FENCE TO CORNER OF BUILDING PROP. CONC. CURB TO MATCH EXISTING PROP. LANDSCAPING TO MATCH EXISTING REMOVE PAVING AND RE -SOD TO MATCH EXISTING LANDSCAPE KEY QUANTITY PROPOSED PALM TREE (8' HIGH MIN.) 7 PROPOSED 6' HIGH WAXLEAF LIGUSTRUM HEDGE 20 PER CITY OF LA PORTE CODE SEC. 106.444 a PROPOSED INDIAN HAWTHORNE SHRUBS (18" TO 12 i 36"HIGH) @ 36"O.C. DISTRIBUTED THROUGHOUT LANDSCAPED AREA EX PALM TREE 49 c EX. 6' HIGH WAXLEAF LIGUSTRUM HEDGE 76 0 EX. INDIAN HAWTHORNE SHRUBS 132 3. REQUIRED LANDSCAPING MUST BE MAINTAINED BY THE PROPERTY OWNER AND/OR OCCUPANT. 3. ALL PROPOSED TREES AND SHRUBS SHALL BE PLANTED WITH MIN, 3"LAYER OF MULCH. 4. REQUIRED TREES AS SHOWN ON SITE PLAN SHALL BE PALM TREES, PLANTED NOT GREATER THAN 20'-0" O.C. TREES TO BE EQUAL TO OR GREATER THAN 2"MIN. CALIPER AS MEASURED 6" ABOVE ROOT COLLAR. S. SHRUBS SHALL BE MAINTAINED AT HEIGHT OF NO MORE THAN 36"AND NO LESS THAN 18". 6. IRRIGATION PERMIT IS REQUIRED FOR ALL NEW LANDSCAPING ON SITE. MINIMUM CITY OF LA PORTE LANDSCAPE REQUIREMENTS PER SEC. 106-800 (1) TOTAL DEVELOPED SITE AREA 5,650 S.F. -(2) ROOFED OVER IMPROVEMENTS Z400 S.F. (3) REMAINING DEVELOPED SITE AREA 3,250 S.F. PER SEC. 106-443 MINIMUM LANDSCAPING REQUIRED GC = 6% 3,250 S.F. x 6%= 195 S.F. MINIMUM LANDSCAPED AREA REQUIRED 1,339 S.F. LANDSCAPED AREA PROVIDED PROJECT DATA EX BUILDING (615 SH 146) 1,390 s.f. TOTAL "B"OCCUPANCY 11,140s.f. TOTAL "M"OCCUPANCY 6 505 E. TOTAL "S-1"OCCUPANCY 19,035 s.f. TOTAL L B DG 220 s.f. TOTAL COVERED ENTRY EX BUILDING (601 SH 146) Z400 s.f. TOTAL EK BLDG IX. PAVING 1,863 s.f. TOTAL IX. 4" CONC. SIDEWALKS 18,377 s.f. TOTAL IX. 5" CONC. PAVING 26,260 s.f. TOTAL IX, 7" CONC. PAVING 19,100 s.f. TOTAL IX. MILLED ASPHALT AREA 65,600 s.f. TOTAL IX. PAVING & SIDEWALKS PROPOSED PAVING Z 144 s.f. TOTAL PROP. CONC. PAVING SUMMARY 19,255 s.f. TOTAL IX. BUILDING (615) W/COVERED ENTRY 65,600 s.f. TOTAL IX. PAVING & SIDEWALKS 6,345 s.f. TOTAL DG LANDSCAPING 2,400 s.f. TOTAL IX. BUILDING (601) Z144 s.f. TOTAL PROP. PAVING 1,339 s.f. TOTAL PROP, LANDSCAPING 97,063 s.f. TOTAL DEVELOPED SITE AREA DETENTION REQUIREMENTS Z400 s.f. EX, BLDG TO REMAIN 910 s.f. IX. PERVIOUS AREA Z340 s.f. ASPHALT PAVING TO BE REMOVED 1.907 s.f. PROPOSED CONC. PAVING 433 s.f. NET DECREASE IN IMPERVIOUS AREA NO PROPOSED DETENTION REQUIRED. CONSTRUCTION LEGEND EXISTING BUILDING y 'r"°�t'• Y ,{`4e. riyPROPOSED 5" THICK CONC. PAVING REINF. W/ ye z 1 #3 RODS@15"O.C.E.W. O24"44"INLET NLST �I I HARBOURS CUT BL VD^ IISPENCER HWY PROJECT SITE O QPQ Q GALVESTON BAY m FAIRMONT PKWY VICINITY MAP 0 KEYMAP # 540•X Zo 1. ALL PROPOSED CONCRETE PAVING AREAS SHALL BE RE -PAVEMENT OF EXISTING ASPHALT AREAS & TO BE 3000 PSI CONCRETE OVER A STABILIZED SUBGRADE 6" DEEP WITH APPROX. 6 PERCENT LIME. 2. ALL PROPOSED LANDSCAPING SHALL BE FURNISHED AND INSTALLED BY THE OWNER. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPE BOLLARDS AS PER PLAN w a o v o o LL; o nnn lu`JIII C) O U N � tM LL LLL �J 0_ W ~ n Lu z Q�Lit a y z o to to W N co N 1uC CL vn za 4 v 3. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL 3" PVC-40 SLEEVES AS REQUIRED BY THE LANDSCAPE AND IRRIGATION CONTRACTOR. v 4. PROVIDE t50 L.F. OF 6' HIGH WROUGHT IRON FENCE AS SHOWN TO MATCH EXISTING. PROVIDE MOTORIZED SWING GATES AT DRIVEWAY. SITE PREPARATION NOTES 1. SITE PREPARATION SHALL BE IN ACCORDANCE WITH BANDY & ASSOCIATES, INC. GEOTECHNICAL REPORT NO. 107262 DATED NOV. 14, 2007. 2. REMOVE EXISTING CONSTRUCTION DEBRIS AND ORGANIC SOILS TO A DEPTH OF AT LEAST SIX (6') INCHES. 3. PROOF -ROLL PAVEMENT AREAS. UNDERCUT SOFT SOILS, IF ENCOUNTERED, DOWN TO / FIRM SOIL OR TO A MINIMUM OF TWELVE INCHES (12')BELOW THE GROUND SURFACE. IF ■ • ■ PUMPING IS OBSERVED DURING PROOF -ROLLING, REMOVE AND REPLACE THE WET SILTY SOIL OR MIX LIME, CEMENT AND/OR FLYASH WITH THEWET SILTYSOIL TO ABSORB EXCESS MOISTURE. 4. PLACE FILL IN LOOSE LIFTS NOT EXCEEDING NINE INCHES (9) AND COMPACT TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED BYASTM ' ^ SPECIFICATION D-698 (STANDARD PROCTOR). THE MOISTURE CONTENT OF THE FILL \/ J SHOULD NOT BE LESS THAN TWO POINTS BELOW THE OPTIMUM VALUE NOR MORE THAN THREE POINTS ABOVE THE OPTIMUM VALUE. 5. EXCAVATE THE SOIL IN CUT AREAS TO GRADE AND PROOF-ROLLTHE SURFACE SOIL. 1 1 1 6. PERFORM FIELD DENSITY TESTS TO VERIFY COMPACTION AT A FREQUENCY OF ONE TEST � ■ ■ PER LIFT OF FILL FOR EVERY 2,000 SQUARE FEET OF COMPACTED AREA. T 7. MAINTAIN THE MOISTURE CONTENT OF BOTH FILL AND NATURAL SOIL UNTIL IT IS PERMANENTLY SEALED WITH THE FLOOR SLAB OR PAVEMENT. 8. STABILIZE PROPOSED PAVEMENT AREAS TO A DEPTH OF 6" WITH APPROX 6 PERCENT LIME BY DRY WEIGHT OF SUBGRADE SOILS, EXACT PERCENTAGE TO BE DETERMINED 1 FROM LIME SERIES TEST AFTER ROUGH GRADING. 'O VJ FLOOD PLAIN INFORMATION Cn PROPERTY ISNOT IN THE 100 YEARFLOOD ZONE, ITIS INZONE 'x" BFE(18.89 W ACCORDING TO F.I.R.M. MAPNO. 48201C 0945E DATE 06-18.07 1 V, BENCHMARK r r RM NO. 060035, A HCFCD BRASS DISK STAMPED RM060035 ON BRIDGE AT 1 1 1 ■ ■ ■ WEST HARBOURS CUT AND F216-00-00 LOCATED ON DOWNSTREAM CONCRETE WALK ON THE SOUTHEAST CORNER OF THE BRIDGE IN KEYMAP 540W IN THE GAL VESTON BAY WATERSHED NEAR STREAM F 216-00.00, ELEV. = 20.06 FEET Q I` NAVD 88, 2001 ADJUSTMENT. ELEVATIONS SHOWN ARE 2001 ADJUSTMENT. V CITY APPROVING AUTHORITY CERTIFICATE _ THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OP uj UTILITY TRAILER SALES SOUTHEAST TEXAS, INC. (EXPANSION) u IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. , ��/� B (1) D RECTOR, PLA ING DEPARTMENT a SITE PLAN ACCURACY CERTIFICATE �' -' Q0 J - .(P,.••' I, AARON T. RENDON AM REGISTERED UNDER THE LAWS OF THEry • ' STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING (OR I.1-I SURVEYING) AND HERBY CERTIFY THAT THE ABOVE PLAT OR SITE PLAN IS ( ,k TRUE AND CORRECT.., AND THAT ALL BEARINGS, DISTANCES, ANGLES, .................................. i T. RENDON CURVE RADIUSES, AND CENTRAL ANGLES AREACCURATE Y SHOWN ON APRON ......' • • ......• O THE PLAT. �- 86357 .. •.••�• SIGNATURE • \ \ t/CEN5..3? / •fp^j%.., z W PRINT.' AARONT. RENDON \ W TEXAS REGISTRATION NO.: 86357 Q REVISIONS CITYOF LA PORTE NO DATE DESCRIPTION DESIGN STANDARDS 1. THE EXISTING BUILDING SHALL BE REMODELED TO BE OF 100% MASONRY EXTERIOR WALL CONSTRUCTION ALONG MAJOR THOROUGHFARES. MATERIAL TO BE CMU. MINIMUM CITY OF LA PORTE PARKING REQUIREMENTS PER ARTICLE IV, SEC. 106-834 PARKING PROVIDED AT EXISTING DEVELOPMENT. ZONING CLASSIFICATION. GENERAL COMMERCIAL (GC) LEGAL LOTS 17 & 18 (FOR EXISTING 40' x 60"BLDG), BLOCK 337, CITY OF LA PORTE, HARRIS COUNTY, TEXAS SCALE 1" = PROJECT NO. SHEET TITLE SITE PLAN TO THE BEST OF OUR KNOWLEDGE, THESE PLAA ARE DRAWN TO COMPLY WITH OWNER'S SPECIFICATIONS. IALL N THE ARATION OF SHEET NO � • O HAVE BEEN MADE IN THE PREPARATION OF DRAWINGS AND SPECIFICATIONS TO AVOID MISTAKE, OWNER SHALL VERIFYALL DIMENSION DETAILS AND SPECIFICATIONS BEFORE CONSTRUCTION BEGINS. DATE: 17 MAY 2011 //- (?-ZOOav // ■■ EXISTING UTILITY TRAILER BUILDING IN a FENCE TO BE ON EX. CONCRETE PAVIRG IX. FENCE TO REMAIN - X --a X_ X__ X X IX. 18.96 ng ep X 14' x 55' TRUCKWELL Q a D � u 19.40 ci road IX. SAN MH ELEV=19.41 N FL=13.91 6" RCP S FL=13.716" RCP W FL=13.31 6" RCP m a v a � EX. CONCRETE PAVcNyIG � � 4 G 'PROP. CONC. RETAINING WALL W/ PIPE BOLLARDS AND RAILING EX. FENC��jjTTO BE REMOIYED Q Q a113.00' V V QI PROP. W.l. FENCE Q EX. FENCE TO MATCH IX. . �TO REMAIN IX. LANDSCAPING EX. STORM & C.B. ELEV= 18.61 EFL-15.29(18"RCP) IX. 146 FEEDER 3 LANES WIDE SPEED LIMIT 35MPH IX. STORM M.H. ELEV= 19.38 N FL-13.24(36"RCP) EFL-14.72(24"RCP) S FL-13.33(30"RCP) W FL-15.08(18"RCP) P 4 , � t ° i . � '. � V b ,. i � d• 19.12 PROP '� y W PROP, W W PROP. JS W b 9e Jl3 ^ W W W h Q(. WATER SF„RVICF4J.INE W Irb W W W W �' r •.. t} W W W W W yREMQVEIXW W DISCONNECT EX SAN. SEWER SYSTEM W W L WW .fit v. ' WATER METER - - -�-- PROP. CONC. CURB FROM BLDG. AND CAP LINE TO MATCH EXISTING ,�pROPLAND,1$CAPI(�G W W W W r W TO MATCH EXISTING W W W W W W W W W (p -r EXISTING N/C BUILDING W W W W y W W W _ O' 2,400 S.F. (TO BE REMODELED) p p > O W LE W W W -T 0 V N W ci (n a: PROP. LANDSCAPING W W TO'MATCHEWSSTING W �© W W W W W W W W k ♦p. -q A-9 W W W 18.57 boe 4 W W W W W Wl/w W W WXVIIW W W WI lumW W W W W W W W W W W W 113.00W W W W y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W PROP. LANDSCAPING W W W W W W W W W W W W W W W 'I`O MATCH EhSTINe o W W W W W W W W y W W W W W W W W W W W W W 18.6 W bac REMOVE PAVING AND RE -SOD TO MATCH y O 8 16.94 bacatep ep ep 60'0" 20.2' NORTH "E" STREET 60' R.O. W. (ASPHALT) 0 SITE PLAN 0 - CONSTRUCTION LEGEND LANDSCAPE KEY SCALE., 1"= 10'-0" QUANTITY EXISTING BUILDING PROPOSED PALM TREE (8' HIGH MIN.) 7 •'< ° a -' PROPOSED 5" THICK CONC. PAVING REINF. W( yG PROPOSED 6' HIGH WAXLEAF LIGUSTRUM HEDGE 20 #3 RODS @ 15" O.C.EW. 7711bb PER CITY OF LA PORTE CODE SEC. 106-444 BE 24"x24" INLET ` PROPOSED INDIAN HAWTHORNE SHRUBS (18" TO 12 36" HIGH) @ 36" O.C. DISTRIBUTED THROUGHOUT LANDSCAPEDAREA PROJECT DATA PRE -DEVELOPMENT Z340 s.f. IX. PAVING TO BE REMOVED 910 s.f. IX. PERVIOUS AREA 5,665,,0'T�s.f. TOTALSITE P -?Dp avlC67Fr�`NT 1,907 s.f. PROP. PAVING 1.343 s.f. PROP. LANDSCAPING 5,650 s.f. TOTAL SITE 1. ALL PROPOSED LANDSCAPING SHALL BE INSTALLED ACCORDING TO CITY OF LA PORTE DIVISION 4. FENCING AND LANDSCAPING REQUIREMENTS. 2. GRASS, GROUND COVER, FLOWERING AND NONFLOWERING PLANT, SHRUBS AND TREES, WOOD, TIMBER, STONE FOUNTAINS, AND PONDS MAY BE USED FOR REQUIRED LANDSCAPING. 3. REQUIRED LANDSCAPING MUST BE MAINTAINED BY THE PROPERTY OWNER AND/OR OCCUPANT. 3. ALL PROPOSED TREES AND SHRUBS SHALL BE PLANTED WITH MIN. 3" LAYER OF MULCH. 4. REQUIRED TREES AS SHOWN ON SITE PLAN SHALL BE PALM TREES, PLANTED NOT GREATER THAN 20'-O" O.C. TREES TO BE EQUAL TO OR GREATER THAN 2" MIN. CALIPER AS MEASURED 6"ABOVE ROOT COLLAR. 5. SHRUBS SHALL BE MAINTAINED AT HEIGHT OF NO MORE THAN 36"AND NO LESS THAN 18". 6. IRRIGATION PERMIT IS REQUIRED FOR ALL NEW LANDSCAPING ON SITE. MINIMUM CITY OF LA PORTE LANDSCAPE REQUIREMENTS PER SEC. 106-800 (1) TOTAL DEVELOPED SITE AREA 5,650 S.F. -(2) ROOFED OVER IMPROVEMENTS Z400 S.F. (3) REMAINING DEVELOPED SITE AREA 3,250 S.F. PER SEC. 106-443 MINIMUM LANDSCAPING REQUIRED GC = 6% 3,250 S.F.x6%= 195 S.F. MINIMUM LANDSCAPED AREA REQUIRED 1,339 S.F. LANDSCAPED AREA PROVIDED 1. VICINITY MAP KEYMAP # 540-X oz GENERAL SITE NOTES 1. ALL CONCRETE PAVING AREAS SHALL 3000 PSI CONCRETE OVER A STABILIZED SUBGRAD 6" DEEP WITH APPROX 6 PERCENT LIME. 2. ALL PROPOSED LANDSCAPING SHALL BE FURNISHED AND INSTALLED BY THE OWNER. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPE BOLLARDS AS PER PLAN. 3. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL 3" PVC-40 SLEEVES AS REQUIRED BY THE LANDSCAPE AND IRRIGATION CONTRACTOR. 4. PROVIDE t50 L.F. OF 6' HIGH WROUGHT IRON FENCE AS SHWON TO MATCH EXISTING. PROVIDE MOTORIZED SWING GATES AT DRIVEWAY. 1. SITE PREPARATION SHALL BE IN ACCORDANCE WITH BANDY & ASSOCIATES, INC. GEOTECHNICAL REPORT NO. 107262 DATED NOV. 14, 2007. 2. REMOVE EXISTING CONSTRUCTION DEBRIS AND ORGANIC SOILS TO A DEPTH OF AT LEAST SIX (6) INCHES. 3. PROOF -ROLL PAVEMENT AREAS. UNDERCUT SOFT SOILS, IF ENCOUNTERED, DOWN TO FIRM SOIL OR TO A MINIMUM OF TWELVE INCHES (12)BELOW THE GROUND SURFACE. IF PUMPING IS OBSERVED DURING PROOF -ROLLING, REMOVEAND REPLACE THE WET SILTY SOIL OR MIX LIME, CEMENT AND/OR FLY ASH WITH THE WET SILTY SOIL TO ABSORB EXCESS MOISTURE. 4. PLACE FILL IN LOOSE LIFTS NOT EXCEEDING NINE INCHES (9') AND COMPACT TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED BYASTM SPECIFICATION D-698 (STANDARD PROCTOR). THE MOISTURE CONTENT OF THE FILL SHOULD NOT BE LESS THAN TWO POINTS BELOW THE OPTIMUM VALUE NOR MORE THAN THREE POINTS ABOVE THE OPTIMUM VALUE. 5. EXCAVATE THE SOIL IN CUT AREAS TO GRADE AND PROOF-ROLLTHE SURFACE SOIL. 6. PERFORM FIELD DENSITY TESTS TO VERIFY COMPACTION AT A FREQUENCY OF ONE TEST PER LIFT OF FILL FOR EVERY Z 000 SQUARE FEET OF COMPACTED AREA. 7. MAINTAIN THE MOISTURE CONTENT OF BOTH FILL AND NATURAL SOIL UNTIL IT IS PERMANENTLY SEALED WITH THE FLOOR SLAB OR PAVEMENT. 8. STABILIZE PROPOSED PAVEMENT AREAS TO A DEPTH OF 6"WITH APPROX 6 PERCENT LIME BY DRY WEIGHT OF SUBGRADE SOILS. EXACT PERCENTAGE TO BE DETERMINED FROM LIME SERIES TEST AFTER ROUGH GRADING. FLOOD PLAIN INFORMATION PROPERTY IS NOT IN THE 100 YEAR FLOOD ZONE, IT IS IN ZONE W BFE (18,8) ACCORDING TO FLR.M. MAPNO. 48201C 0945E DATE 06-18-07 ; _... M MM It T. \. ► RM NO. 060035, A HCFCD BRASS DISK STAMPED RM060035 ON BRIDGE AT WEST BARBOURS CUT AND F216-00-00 LOCATED ON DOWNSTREAM CONCRETE WALK ON THE SOUTHEAST CORNER OF THE BRIDGE IN KEYMAP 54OW IN THE GALVESTON BAY WATERSHED NEAR STREAM F 216-00-00, ELEV. = 20.06 FEET NA VD 88, 2001 ADJUSTMENT. ELEVATIONS SHOWN ARE 2001 ADJUSTMENT. � It ���i� \ � ■.�� r � � � THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OR UTILITY TRAILER SALES SOUTHEAST TEXAS, INC. (EXPANSION) IN CONFORMANCE WITH THE OR ANCES C/jY OF LA PORTE. B. M, ECTOR, PLANNING DEIARTMENT SITE PLAN ACCURACY CERTIFICATE 1, AARON T. RENDON AM REGISTERED UNDER THE LATHE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING NG (OR / Gj.• ___•••}}}���"' SURVEYING) AND HERBY CERTIFY THAT THE ABOVE PLAT OR SITE PLAN IS **,.'y TRUE AND CORRECTAND THAT ALL BEARINGS, DISTANCES, ANGLES, ................................... CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATJ5LY SHOWN ON I r AARON T. RENDON THE PLAT. SIGNATURE• -� � ...88357 .� � ��'•ti!CENs��r PRINT..- AARON T. RENDON % ff�6CC i TEXAS REGISTRATION NO.: 86357 AFF7X SEA CITY OF LA PORTE DESIGN STANDARDS 1. THE FACILITY SHALL BE CONSTRUCTED OF 100% MASONRY CONSTRUCTION ALONG MAJOR THOROUGHFARES. MATERIAL TO BE CMU. MINIMUM CITY OF LA PORTE PARKING REQUIREMENTS PER ARTICLE IV, SEC. 106-834 PARKING PROVIDED AT EXISTING DEVELOPMENT. ZONING CLASSIFICATION: GENERAL COMMERCIAL (GC) LEGAL LOTS 17 & 18 (FOR EXISTING 40' x 60" BLDG), BLOCK 337, CITY OF LA PORTE, HARRIS COUNTY, TEXAS ti z -J W IW- er ro ON Z �l � "MooCCJ rn Q. k LL, a c�w�� 3 z W ti � oq iz iz J O M N CIO U U Z W w Z F- D C/0 V W VJ Lo Jati 91= F_ W F- Q _(/)O H�4L �y J w c� 0 W -I zW W 012 REVISIONS NO I DATE I DESCRIPTION SCALE 41 = iaO,. PROJECT NO. SHEET TITLE SITE PLAN TO THE BEST OF OUR KNOWLEDGE, THESE PLAN ARE DRAWN TO COMPLY WITH OWNER'S SPECIFICATIONS, ALL REASONABLE ATTEMPTS SHEET NO HAVE BEEN MADE IN THE PREPARATION OF. DRAWINGS AND SPECIFICATIONS TO AVOIDID � 0 MISTAKE, OWNER SHALL VERIFYALL DIMENSION DETAILS AND SPECIFICATIONS BEFORE CONSTRUCTION BEGINS. DATE: 17 MAY 2011