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Home My WebLink AboutUTILITY TRAILER SALES SOUTHEAST TEXAS, INC. SITE PLAN (2)L 141.001 RBOURS CUT BLVD (ASPH.) I I I 1 I I II II III NOTE. NEW CULVERT S2E &GRADE N EX. S! AL LIGHT TO BE CONFIRMED BY H.C. PCT.2 11� � TRAFFI SIGN -9.0 _ _ . 24" RCPDIT = C r_ I A, EX. PAINTED STRIPING ON LI ASPHALTPAVEMENT ONLY (NO CONC. CURBED ISLAND) PROP. PAINTED STRIPING - TO DEFINE DRIVE EX. PAINTED STRIPING TO BE REMOVED 216" 226" EX. "SH146"SIGN END OF 1 CONC. 35' 58'-01, CURB 17-6" Z-6" PROP. A HPALT ;AHEZD"SIGN AD WORK DRIVEWAY R!`YPRi �>_.067 I I � � ,. } r.... ;� ,:.:li[/•I `SL1Dt1VG�GbP ; •s,7,i: -'- ;'$txk .,s:%�'°, ram.:. b.Q ^ 733 L) O �:'}}�'�{,i:lt�ci xw{, 3i - ;f�Sil; :aJ'-:7: c��:: 1�4�> r��-�}I,�'-: .r :n.r: _.r.`':• 'tS O ,•F.r,•%kgwi.i'�1:.rt y§y;� a.rcC.... .-'i,•+ �,,C,�,it �, ,A: rx;;p t„ r - `yt+�'�' > IX. 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M1 / ;i,}.. r Yi �; ..:ol >3.• .. vv. i':Y, t.. • r• ..xf;• ..1:"c.-.1_ ,.a....7.i l.L . ,:. :.'��. 1 � .-59'u_ 1...:: r:. ..0.. i x.'+r5, :w-, u'yo�'LL ..f 4 _ :a -]:. s. .•1_t; t.. )) A„�.<S';: ,.,t: ri'`:•y<.A 1, :,S�. a. ^'sv. ..t O ..n4 .i. ::ti Y•• >'1'%�i ^'Y:-. rb'�M4.. „I,..a; S.. .ai: `tor!.9<rv!n`t!::r nSJ a.. r'hsJ• H .'X. <ro•>. aJ+- :: ...>r._��, �ac•.1..t:. Ta 'i.'F:Ir '•i•� c• .�I_. ! 2 SPACES 10=0"�420'-0" - - m V, 0 o n o 6. \ p 0 .n .5"THICK Co C. .e N �;m •i: n ° .25 SPACES .. '�° .p _ '•`,'.;= {^ ° 14 $PUCE$ @ 10=0C=140-2" o ° - - - `.' i , �. • ". arl I > _ I. . 0 p' t tP SP E 2 0 ° PROPOSED X U IRRIGATION "ETER O e e ` p;',r nj'• •,•q- 1 oFEMBRA rGON SIDEl1(ttLK 8. z U:. B PROPOSED 1 Q" I : '''' 1• A1C. Q. r O WATER METE WATER SERVICE • . - -'O: x: ul AREA ARKI . G U=: 3'-0"LANDSCA EDA 20'-0 105,01, 10'-6 '-O nTYP '..t»n". : •�•iOt'[cr �''TF- >:::::'.: :.qq: :.O• a' CONC. t'Sy P1VtNG. ... '_. .Q. �o p ACCESSIBLE RAMP, SEE 1 t {F " ' •�O• e JJ W J 6'HIGH W.I. FE CELLI 'n ¢ ®.;' .4_i, �JOMTF.� '�''•^< LIJ p I0 e N _ r ° ? X I- J PROF�OS ED BUILDING rR ' 19,035 S.F.' �'.� POIN RfIiI ETO BE REMOVED!,'`.r ° ACCESSIBLE100001 a -•O = n RAMP. SEE 2 ....: • a : -:I 'o' H :.Q. 1 9 IX O o R K -, O Y` PROP POWER i..� TRUCK WELL, i.14'z551 UCKWEEU ' O 70 a SEE 1 •�~�;• POLE a ° w S � �12`k �55` �O%{DM%G BERTH; ;.. OVERHEAD ( ^8-0" �113.00'' SERVICE TO PROP METER & IT 16=0" 6' HIGH W.I. FENCE 1 J ELECTRICAL ti � ALLEY 36"WIDE ACCESSIBLE ROUTE , POINT OF I O ,r �j ON NON -SLIP CONC. INDICATED ATTACHMENT W/4"WIDE PAINTED STRIPE 1 _ _ J. n) O ° -GO SAA(1�LE WELIy(SSE P-2J "° EX. 1 STORY 2 nc °. - ._ -_ _ _ BUILDING - x x x- x x- 'x - 1 0' 161X 50' SANITARY SEWER ESMT L FH 6' HIGH W L FENCE CONNECT PROPOSED / I RETAINED BY CITY OF LA PORTE 6"PVC-40 SANITARY SEWER TO IX. j ¢ SANITARY SEWER (P-1) 20 0' 99-0" 14=0" NORTH "E" STREET CONC. MH 600R.O.W. (ASPHALT) PPO N N 0 N n SITE PLAN - 0 z SCALE: 1"= 30'-0" -!EC. SAN MH 'ELEV=19.41 NFL=13.91 6"RCP S FL=13.71 6"RCP W FL=13.31 6"RCP 4 0 ' b To 3C6 WCS ZN Yz L6 oar oo_ a� . a SPEED LIMIT 35MPH DRAINAGE NOTES 1. Size and grade of proposed culverts in Harris County R.O.W. to be confirmed by H.C. Precinct 2. 2. Proposed site drainage system to outfall to N. it th St. FLOOD PLAIN INFORMATION PROPERTY PARTLY IN THE 100 YEAR FLOOD ZONE, IT IS IN ZONE AE & X BFE (16.8) ACCORDING TO F.I.R.M. MAPNO. 48201CO945L DATE 06-18-07 BY GRAPHING PLOTTING ONLY, WE DO NOTASSUME RESPONSIBILITY FOR EXACT DETERMINATION. BENCHMARK RM NO. 060035, A HCFCD BRASS DISK STAMPED RM060035 ON BRIDGE AT IX. CONC. CURBED ISLAND WEST HARBOURS CUT AND F216-00-00 LOCATED ON DOWNSTREAM CONCRETE WALK ON THE SOUTHEAST CORNER OF THE BRIDGE IN KEYMAP 54OW IN THE EX TRAFFIC SIGNAL BOX LEVEL GAL VESTON BAY WATERSHED NEAR STREAM F 216-00.00, ELEV. = 20.06 FEET WINATURAL GROUND NAVD 88, 2001 ADJUSTMENT. ELEVATIONS SHOWN ARE 2001 ADJUSTMENT. EX SIGNAL LIGHT COL. EX. ACCESSIBLE CONC. RAMP 6'HIGH W.I. FENCE AS PER CITY OF LA PORT VARIANCE #V08-00 CITY APPROVING AUTHORITY CERTIFICATE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVE LOPMENT OF OTIL 17Y R Sa Z�A/LE LES IN CONFORMANCE WITH THE ORDIN CE SOFT ECITY OF LA PORTE. l BY.' , ECTOR, NNI DEPARTMEN IX. ELEC. METER POLE FOR TRAFFIC SIGNAL SITE PLAN ACCURACY CERTIFICATE 1 AARON T. RENDON AM REGISTERED UNDER THE LAW S OF THE STATE OF TEXAS TO PRA TI C CE THE PROFESSION OF ENGINEER ING OR SURVEYING AND HERBY CERTIFY THA T THEABOVE PLAT OR SITE PLAN IS TRUE AND CORRECT.AND THATALL LL BEARINGS DISTANCES ANGLES , CURVE RADIUSES AND CENTRAL ANG LES ARE ACCURATE YSHOWNON THE PLAT. �� p 6 SIGNATURE: � PRINT.' AARON T. RENDON EC. "ONEWAY"SIGN TEXAS REGISTRATION NO.: 86357 OF.?F� \ \ ......... *... AARON T. RENDON EX. STORM MH8 C.B. •• ELEV=19.28.................................... N FL=13.18 36"RCP �; 86357 S FL:ti 36"RCP�LC WFL=12.6818"RCP F .•_ ENS._•,�,,,a, CITY OF LA PORTE DESIGN STANDARDS O mot' 1. THE FACILITY SHALL BE CONSTRUCTED OF 100 %MASONRY &GLASS r CONSTRUCTION ALONG MAJOR THOROUGHFARES. MATERIALS TO INCLUDE: >- -. CMU, BRICK, EIFS, AND GLASS. 2 = U 6' HIGH W.I. FENCE ASPER CITY OF LA VARIANCE#V08-003RTE = W MINIMUM CITY OF LA PORTE W PARKING REQUIREMENTS 30 PER ARTICLE IV, SEC. 106-834 U) � OFFICES 1,390 S.F. x85%= 1,181 S.F. SALES STOCK & SHIPPING - 11,140 S.F. x 85%- 9,469 S.F. WAREHOUSE 6,505 S.F. x85%= 5,529 S.F. TOTAL FLOOR AREA 19,035 S.F. 16,179 S.F. FLOOR AREA (EXTERIOR FLOOR AREA - 15%)=16,179 S.F. PFR SEC 1n6-839 - SIC 5F0 MINIMUM PARKING SPACES 4 +1 SPACE PER EMPLOYEE 10 9,469 S.F. 1 SPACE PER 50 F 0 S /SALES STOCK &SHIPPING f @ 9 TOTAL MINIMUM PARKING SPACES RE Q 33 W HIGH W.I. FENCE AS TOTAL PARKING SPACES PROVIDED 35 PER CITY OF LA PORTE VARIANCE #V08-003 LANDSCAPE NOTES 1. ALL PROPOSED LANDSCAPING SHALL BE INSTALLED ACCORDING TO CITY OF LA PORTE DIVISION 4. FENCING AND LANDSCAPING REQUIREMENTS. IX. STORM INLET& C.B. 2. GRASS, GROUND COVER, FLOWERING AND NONFLOWERING PLANT, SHRUBS AND ELEV= 19.03 TREES, WOOD, TIMBER, STONE FOUNTAINS, AND PONDS MAY BE USED FOR N FL=12.93 36" RCP REQUIRED LANDSCAPING. E FL= 14.23 36"RCP 3. REQUIRED LANDSCAPING MUST BE MAINTAINED BY THE PROPERTY OWNER AND/OR S FL= 12.93 36" RCP OCCUPANT. W FL=15.73 18" RCP 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. 5. SHRUBS SHALL BE MAINTAINED AT HEIGHT OF NO MORE THAN 36"AND NO LESS THAN 18" MINIMUM CITY OF LA PORTE LANDSCAPE REQUIREMENTS PER SEC. 106-800 (1) TOTAL DEVELOPED SITE AREA 91,200 S.F. -(2) ROOFED OVER IMPROVEMENTS 19,255 S.F. (3) REMAINING DEVELOPED SITE AREA 71,945 S.F. PER SEC. 106-443 MINIMUM LANDSCAPING REQUIRED GC = 6% 71,945 S.F.x6%= 4,317 S.F. MINIMUM LANDSCAPED AREA REQUIRED 6,345 S.F. LANDSCAPED AREA PROVIDED 50 PALM TREES 225 INDIAN HAWTHORN SHRUBS 113 WAXLEAF LIGUSTRUM (6- HIGH - 340 L.F.) LANDSCAPE KEY PROPOSED PALM TREE (W HIGH MIN.) PROPOSED 6' HIGH WAXLEAF LIGUSTRUM HEDGE PER CITY OF LA PORTE CODE SEC. 106.444 PROPOSED INDIAN HAWTHORNE SHRUBS (18" TO 36" HIGH) @ 36"O.C. DISTRIBUTED THROUGHOUT f VICINITY MAP KEYMAP#540 X GENERAL SITE NOTES 1. ALL CONCRETE PAVING AREAS SHALL 3000 PSI CONCRETE OVER A STABILIZED SUBGRADE 6" DEEP WITH APPROX. 6 PERCENT LIME. 2. ALL PROPOSED CONCRETE SIDEWALKS AND RAMPS SHALL BE 4" THICK, 3000 PSI CONCRETE REINFORCED WITH # 3 RODS AT 15"O.C.E.W. 3. CONTRACTOR SHA LL PROVIDE 4- WIDE PARKING STRIPES, PARKING SYMBOLS AND SIGNS AS PER PLAN. 4. ALL PROPOSED LANDSCAPING SHALL BE FURNISHED AND INSTALLED BY THE OWNER. 5. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPE BOLLARDS AS PER PLAN. 6. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL 3" PVC-00 SLEEVES AS REQUIRED BY THE LANDS CAPE SCAPE AND IRRIGATION CONT RACTOR. 7. PROVIDE 5" THICK CONCRETE PAD REINFORCED WITH # 3 RODS AT 15" O.C.E. W. FOR EA. A/C CONDENSING SI G UNIT. 8. PROVIDEt1140L.F.OF6'HIGH WROUGHT IRON FENCEAT PROPERTY LINE TO SURROUND ENTIRE PROPERTY. PROVIDE MOTORIZED SLIDING GATES AT EACH DRIVEWAY. 9. PROVIDE ELEVATION CERTI FICATE UPON COMPLETION OF CONSTRUCTION. INDICATE B.F.E. 10. EXISTING STRUCTURE ON LOTS 19 & 20 HAS BEEN REMOVED W/DEMO PERMIT. Ili 1111111 "�` • • I. SITE PREPARATION SHALL BE IN ACCORDANCE WITH BANDY & ASSOCIATES, INC. GEOTECHNICAL REPORT NO. 107262 DATED NOV. 14, 2007. 2. STRUCTURAL FILL UNDER BUILDING AREAS SHOULD BE SELECTED WITH RESPECT TO PLASTICITY CHARACTERISTICS. SANDY CLAY WITH A LIQUID LIMITNOT GREATER THAN 40 AND A PLASTICITY IND IX BETWEEN 8 AND 20 WILL BE SUITABLE FOR SELECT IMPERVIOUS FILL. THE RECOMMENDED EARTHWORK CONSTRUCTION PROCEDURES UNDER BUILDING AND PAVING AREAS AREAS FOLLOWS: 3. REMOVE EXISTING CONSTRUCTION DEBRIS AND ORGANIC SOILS TO A DEPTH OF AT LEAST SIX (6') INCHES. 4. PROOF -ROLL STRUCTURAL AND PAVEMENT AREAS. UNDERCUT SOFT SOILS, IF ENCOUNTERED DO WN 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 THE WET SILTY SOIL TO ABSORB EXCESS MOISTURE. 5. PLACE FILL IN LOOSE LIFTS NOT O EXCEEDING NINE INCHES (9� AND COMPACT TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED BYASTM SPECIFICATION D-696 (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. 6. EXCAVATE THE SOIL IN CUT ARE AS TO GRADEAND PROOFROLLTHE SURFACE SOIL. 7. 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. 8. MAINTAIN THE MOISTURE CONTENT OF BOTH FILL AND NATURAL SOIL UNTIL IT IS PERMANENTLY SEALED WITH THE FLOOR SLAB OR PAVEMENT. 9. 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. CONSTRU CTION LEGEND SEM PROPOSED BUILDING PROPOSED 7" THICK CONC. PAVING REINF W/ #5 RODS @ 15" 0. C.E. W. a .'. ' .4 PROPOSED 5"THICK CONC. PAVING REINF. W/ #3 RODS OEW. @ 15"O. PROP. MILLED ASPHALT PAVEMENT . 4"THICK CONC. SIDEWALKS REINF W/#3 RODS @ 15" O. C.E.W. W24"x24"INLET PROJECT DATA PROPOSED BUILDING 1,390 s.f. TOTAL B" OCCUPANCY 11, 140 s.f. TOTAL "M"OCCUPANCY 6 505 s.f. TOTAL "S-1"OCCUPANCY 19,035 a.f. TOTAL PROP. BLOG 220 s.f. TOTAL COVERED ENTRY PROPOSED PAVING 1,863 s.f. TOTAL PROP. 4" CONO SIDEWALKS 18,377s.f. TOTAL PROP. 5"CONC. PAVING 26,260 s.f. TOTAL PROP. 7" CONC. PAVING 19 100 s.f. TOTAL PROP. MILLED ASPHALTAREA 65,600 s.f. TOTAL PROP. PAVING & SIDEWALKS SUMMARY 19,255 s.f TOTAL PROP. BUILDING W/COVERED ENTRY 65,600 s.f. TOTAL PROP. PAVING & SIDEWALKS 6 345 s.f. TOTAL PROP LANDSCAPING 91,200 s.f. TOTAL DEVELOPED SITEAREA ZONING CLASSIFICATION: GENERAL COMMERCIAL (GC) SIC#: 559 LEGAL LOTS 1-16, 19-02 AND ADJ. ALLEY, BLOCK 337, TO THE BEST OF OUR KNOWLEDGE, THESE Pt :NS CITY OF LA PORTE, HARRIS COUNTY, TEXAS ARE DRAWN TO COMPLY WITH OWNER'S SPECIFICATIONS.'ALL REASONABLE ATTEMPT 3 HAVE BEEN MADE IN THE PREPARATION OF DRAWINGS AND SPECIFICATIONS TO AVOID MISTAKE, OWNER SHALL VERIFYALL DIMENSI DNS, DETAILS AND SPECIFICATIONS BEFORE CONSTRUCTION BEGINS. `•J O L_ r W C4 O (� G .m. N Q co O m co06 CO)n ti A X Z o U. m L" `W 3. 3=0 ~ O U� _O r z 0 CD O Z = m C9 Z m to r, i o=. U Z vJ W v Q ; W = m �U 'O'^U) 'VJ VJ O Wit Q JQ� Q X T / wL `y i 1 W W Q W J~O F-�a �(oJ 0 O w J zW OQ REVISIONS NO ( DATE I DESCRIPTION SCALE 1 " = 20'-0" PROJECT NO. SHEET TITLE SITE PLAN SHEET NO C-1.0 DATE: 22 APRIL 2008 BARBOURS CUT BLVD. 80' R.O.W (ASPH.) 20.49 20.34 20.82 roa cl mad cl rootl cl road 20.06 p _1623' ••••• PP 18.23 1 _ c ' • ' ^! Bite 8.51 TP 20.35 4 lowlina 18.42 TP 2.35 TP 20.25 7P 20.25 TP 20.70 FL 16.52 "g 19.35 ng n9.78 19.66 i ng 9.60 9 /6.42 19.45 fiowl'18.57 ep at dw dw a" 1901 CONCRETE 18.69 ng 20.3o 20.89 dw n1 ng 21.25PAVING 2D.62 'o !0 16.82 a ilowllne PROP. TYPE 7' THICK A'INLET/W6' i 7P 20.30 REST. PIPE TG 19 �TP 20.25 r 4 MILLED ASPHI�IL 84 a bN PAVEMENT Opp 19,73 20.47 ng 21,05 ag ng 21.42 2069. 14 ASPHALT CONCRETE PAVING PAVING END OF CONC. CURB 19.08 trt°b . pp TP TP[0.25 '• c�' m 20.29 '''- ng 20.32•' '. ng •' TP 20.25 - . DPP .'. 2 i.•. 'ce MILLED ASPHALT ^g '•'•'- PAVEMENT 20.29 PROP. TYPE •' ng 20.f#INLET ^ '20.48 TG 19.50 9 . m FL 17.20 TP 20.25 a 6i o m "9 I ng 20.52 a N N ng Lu x + RIO_ . F a • "-TP 20.50 20.45 _ 19.25 ng ng J 0 PROPOSED ✓UNC. BOX FL 17.25 O 0 19,82 ng 19.47 n ng TW 1.26 TP 20.80 ng 16.73 Bowline nr �N a J { 1- O °v m `r n m n w = 'r ty 1e.3s ai 9'J PH ^g 1a28 18.68 ep 18,2® 19.02 BL99 at road CO 19.65 ng TPER] Tp 20.80 G 20.99 6 ng 2g ng ng ng ng ng PROP.7YPE A'INLET TG 19.80 FL 1701 PARKING 20.47 ng 20.71 ng 5" THICK CONC.I •: 25 SPACES .' yyy PROP. TYPE 20.25 20.93 �� •�R0.85 20.25 A"INLET 20.78 26. n0 n0 V,Im ng ng TG 19.80 ng ng FL 1717 TW 21.26 TP 20.80 TP 20.45 TP 20.75 GRADE E}7ALL1',:::::':'::::::''�:::::::�::::: 7W 21.26 7P 20.80 \ PARKING 9 SPACES 19.95 20.23 6' ^9 20.74 21.01 g q .i6 n \ 7P 0.80 ^9.68 ng \\\PROPOSED 13UILDINC 19,035 S.F. 9.03 19.31 18,90 19 9 g ng "g f 8.80 BFE TP 20.92 \\\ `F � 18.42 FF 21.42 ^9 PROP. 24" SO. INLET TG 20. 10 FL 18.15 /8.54 133.00' 18.49 ng ng 8.77 11 76 ep ep 19.09 cl mad 18.84 ag 19.79 ng n9.59 \S:o:IP 18.77 Fi;i A.0 PROP. TYPE A' 18.78 Is.a7 ng ng INLET W/SUMPPUMP TG 17.42 FL 14.70 14'x 55'TRUCKWELL 12'x 55'LOADING BERTH 8. \ 19.62 n O ALLEY 0 1�15 O n L0 PROP. TYPE A"INLET TG 20.30 FL 17.00 18.96 19.32 ng ng PP ,77 18.97 n99X4 19.21 19.40 cl road cl road MHp SITE PLAN SCALE., 1" = 30'-0" CONCRETE PAVING 7" THICK �o s 20.51 20.59 . 7 "g ^g TP 20.25 ° PROP. TYPE A'INLET TG 19.50 FL 17.48 ap 18.98 18.69 a' /8.71 19.04 g ^9 ^9 no 12'X 12' DUMPSTER ENCLOSURE \\,I 18.84 ng 19.28 18.99 ng ng )01 TP 20.50 EX 1 STORY BUILDING 19.30 18.95 ep ep NORTH "E" STREET 60' R.O.W. (ASPHALT) NLST IIW PER ARTICLE IV, SEC. 106-634 OFFICES 1,390 S.F. x 85%= i, 181 S.F. BARBOURS CUT SALES, STOCK & SHIPPING 11,140 S.F. x 85%= 9,469 S.F. WAREHOUSE 6,505 S.F. x85%= 5,529 S.F. PROJECT rl•P TOTAL FLOOR AREA 19,035 S.F. 16,179 S.F. FLOOR AREA (EXTERIOR FLOOR AREA - 1556) = 16,179 S.F. SPENCER HWV SITE to t_ PER SEC. 106-839 -SIC 559 3 MINIMUM PARKING SPACES 4 O +1 SPACE PER EMPLOYEE 10 Ix 9,469 S.F. @ 1 SPACE PER 500 SF/SALES, STOCK 8 SHIPPING 19 ca TOTAL MINIMUM PARKING SPACES REQ 33 FAIRMONT PKWY TOTAL PARKING SPACES PROVIDED 35 ® � VICINITY MAP � KEYMAP # 540-X Z CITY APPROVING AUTHORITY CERTIFICATE THIS IS TO CERTIFY THA T THE CITY OF LA PORE, TEXAS HAS APPROVED GENERAL SITE NOTES THIS SITE PLAN AND DEVELOPMENT OF IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. 1. ALL CONCRETE PAVING AREAS SHALL 3000 PSI CONCRETE REINFORCED OVER A STABILIZED SUBGRADE 6" DEEP WITH APPROX. 6 PERCENT LIME. 2. ALL PROPOSED CONCRETE SIDEWALKS AND RAMPS SHALL BE 4" HICK, 3000 PSI BY: CONCRETE REINFORCED WITH # 3 RODS AT 15' O.OEW, EX. ELEC. METER POLE FOR DIRECTOR, PLANNING DEPARTMENT 3. CONTRACTOR SHALL PROVIDE 4" WIDE PARKING STRIPES, PARKING SYMBOLS AND TRAFFIC SIGNAL SIGNS AS PER PLAN. 4. ALL PROPOSED LANDSCAPING SHALL BE FURNISHED AND INSTALLED BY THE OWNER. %Ln�On 5. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPE BOLLARDS AS PER 1, w / • AM REGISTERED UNDER HE LAWS OF PLAN. STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING (OR 6. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL 3"PVC-40 SLEEVES AS SURVEYING) AND HERBY CERTIFY HAT THE ABO VE PLAT OR SITE PLAN IS REQUIRED BY HE LANDSCAPE AND IRRIGATION CONTRACTOR. TRUE AND CORRECT. AND THA TALL BEARINGS, DISTANCES, ANGLES, 7. PROVIDE 5' THICK CONCRETE PAD REINFORCED WIH#3RODS AT I5"0.OEW. FOR CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON EA. A/C CONDENSING UNIT. THE PLAT. �•-�� 8. PROVIDE 1180 LF. OF V HIGH WROUGHT IRON FENCE AT PROPERTY LINE WITH •�� OF TE //C��/ MOTORIZED SLIDING GATES AT EACH DRIVEWAY. y,�P,.•• •'iy SIGNATUR !/E._.... 9. PROVIDE ELEVATION CERTIFICATE UPON COMPLETION OF CONSTRUCTION. INDICATE �:'' ••••••''.k. ar PRINT: //7J�I P� ��, B.F.E. AR """ON SITE PREPARATION NOTES APRON T. RENDON TEXAS REGISTRATION NO.: $G 3 S7 •""'•" f. SITE PREPARATION SHALL BE IN ACCORDANCE WITH BANDY B ASSOCIATES, INC. •......66357 4� j GEOTECHNICAL REPORT NO. 107262 DATED NOV. 14, 2007. p0� ., (7 �Q; • . 1" 2. STRUCTURAL FILL UNDER BUILDING AREAS SHOULD BE SELECTED WITH RESPECT TOPLASTIC'TYCHARACTERISTICS. SANDY CLAY WTHA rfONAL**'WOOD Gap THAN 40 AND A PLASTICITY INDEX BETWEEN AND 20 WILL BE SUITABLEFORREAER tYS•Yn; L. LOO D NOTE SELECT IMPERVIOUS FILL HE RECOMMENDED EARTHWORK CONSTRUCTION PROCEDURES UNDER BUILDING AND PAVING AREAS ARE AS FOLLOWS., EX STORM MH8 C.B. PROPERTY PARTLY IN THE 100 YEAR FLOOD ZONE, IT IS IN ZONE AE & X BFE (18.8) 3. REMOVE EXISTING CONSTRUCTION DEBRIS AND ORGANIC SOILS TO A DEPTH OF AT ELEV=1ACCORDING TO F.I.R.M MAPNO. 48201C 0945L DATE 06-18-07 LEAST SIX(6) INCHES. N FL=13.1818 36" RCP BY GRAPHING PLOTTING ONLY, WE DO NOT ASSUME RESPONS/BIUTYFOR EXACT DETERMINATION. 4 ENCOUNTERED, DOWN TO FIRM SOIL PROOF -ROLL STRUCTURAL AND EOR TO A MINIMUM OF CTWELVE INCHES (12) S FL=12.68 36"RCP W FL=1268 18°RCP BELOW THE GROUND SURFACE. IF PUMPING IS OBSERVED DURING PROOF -ROLLING, REMOVE AND REPLACE THE WET SILTY SOIL OR MIX LIME, CEMENT AND/OR FLY ASH WITH THE WET SILTY SOIL TO ABSORB EXCESS MOISTURE. 5. 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 CONTEN T OF THE FILL SH OULD NOT BE LESS THAN TWO POINTS BELOWTHE OPTIMUM VALUENOR MORE CITY OF LA PORTE THAN THREE POINTS ABOVE HE OPTIMUM VALUE. 6. EXCAVATE THE SOIL IN CUT AREAS TO GRADEAND PROOF-ROLLTHE SURFACE SOIL DESIGN STANDARDS 7. PERFORM FIELD DENSITY TESTS TO VERIFY COMPACTION AT A FREQUENCY OF ONE 1. THE FACILITY SHALL TEST PER LIFT OF FILL FOR EVERY ZOOO SQUARE FEET OF COMPACTED AREA. BE CONSTRUCTED OF MASONRY & GLASS 8. MAINTAIN THE MOISTURE CONTENT OF BOTH FILL AND NATURAL SOIL UNTIL IT IS CONSTRUCTION ALONG MAJOR THOROUGHFARES. MATERIALS TO INCLUDE: PERMANENTLY SEALED WITH THE FLOOR SLAB OR PAVEMENT. CMU, BRICK, E1FS, AND GLASS. 9. STABILIZE PROPOSED PAVEMENT AREAS TO A DEPTH OF 6"W)THAPPROX. 6 PERCENT LIME BY DRY WEIGHT OF SUBGRADE SOILS. EXACT PERCENTAGE PROPOSED LEGEND TO BE DETERMINED FROM LIME SERIES TESTAFER ROUGH GRADING. PROP, DRAINAGE AREA BOUNDARY -0* PROP 2 YEAR FLOW PATTERN OO PROP MANHOLE FG 73.17 PROP FINISHED GRADE 9 PROP 24" INLET (UNLESS NOTED) TG 73.17 PROP TOP OF GRATE INLET A2 DRAINAGE AREA TW 73.17 PROP TOP OF WALK 0.38 ac. 0.71 ac. ACREAGE CUMULATIVE ACREAGE TP 73.17 PROP TOP OF PAVEMENT ELEVATION 3.82 CFS CUMULATIVE DISCHARGE TC 73.17 PROP TOP OF CURB ELEVATION FF 73.17 PROP FINISHED FLOOR ELEVATION B PROP INLET PROTECTION BARRIER TR 73.17 PROP TOP OF RIM ELEVATION F F PROP FILTER FABRIC FENCE FL 73.17 PROP FLOWLINE ELEVATION PROP STORM SEWER LINE CONSTRUCTION LEGEND ILej///�� PROPOSED BUILDING ',;.;;::•:.�•. ^.:;.; °:,' PROPOSED ?"THICK CONC. PAVING REINF. W` .•': #5 RODS @ 15" O.C.E.W. .° PROPOSED 5" THICK CONC. PAVING REINF. WY #3 RODS@ 15"O.C.E W. '•n `ri •I'='•1"�==r° PROP. MILLED ASPHALTPA VEMENT 4' THICK CONC. SIDEWALKS REINF W1#3 RODS @ IS- O.C.EW. PROJECT DATA U waw 0 N O 1 O N N 0'co z (V • WFaI p z' 1 0- Z = r � a AARMT.RENDON .........e.aaw.,.............. M57 : U z v v X 0� U)U) V, 5 •J C° f^� m (D W�L0 JQti ��</ LL=Q TT�1W� W f WW Jcl) 0 LOa PROPOSED BUILDING aaj (0 1,390 s.f. TOTAL "B"OCCUPANCY 11, 140 s.f. TOTAL "M" OCCUPANCY o 6,505 s.f. TOTAL "S-1"OCCUPANCY 19,035 s.f, TOTAL PROP. BLDG Z 220 s.f. TOTAL COVERED ENTRY w PROPOSED PAVING !J� U 1,863 s.f. TOTAL PROP. 4"CONC. SIDEWALKS EX 146 FEEDER 18,377 s.f. TOTAL PROP. 5" CONC. PAVING PER SEC. 106-800 27,600 s.f. TOTAL PROP. 7" CONC. PAVING 3 LANES W" REVISIONS SPEED LIMIT 35MPH 19,188 s.f. TOTAL PROP MILLED ASPHALTAREA (1) TOTAL DEVELOPED SITE AREA 91,260 S.F. 67,028 s.f. TOTAL PROP. PAVING & SIDEWALKS 1s.57 bOC -(2) ROOFED OVER IMPROVEMENTS 19,255 S.F. NO DATE DESCRIPTION SUMMARY (3) REMAINING DEVELOPED SITE AREA 72,005 S.F. 19,255 s.f, TOTAL PROP. BUILDING W/COVEREDENTRY 67,028 s.f. TOTAL PROP. PAVING & SIDEWALKS PER SEC. f06-443 4,977 s.f. TOTAL PROP. LANDSCAPING 91,260 s.f. TOTAL DEVELOPED SIEAREA MINIMUM LANDSCAPING REQUIRED GC= 6% 72,005 S.F.x6%= 4,320 S.F. MINIMUM LANDSCAPED AREA REQUIRED ZONING 4,977 S.F. LANDSCAPED AREA PROVIDED SCALE 33 PALM TREES CLASSIFICATION. GENERAL COMMERCIAL (GC) 330 SHRUBS (DISTRIBUTED THROUGHOUT LANDSCAPED AREA) SIC#: 559 1 " ® 20'-0" 340 LF. W HIGH LANDSCAPE SCREENING PROJECT NO. LEGAL LOTS 1-16, 19-32 AND ADJ. ALLEY, BLOCK 337, CITY OF LA PORTE, HARRIS COUNTY, TEXAS BENCHMARK SHEET TITLE PROPOSED PALM TREE RM NO. 060035 GRADING PLAN A HCFCD BRASS DISK STAMPED RM060035 if PROPOSED 6' HIGH LANDSCAPE SCREENING PER CITY OF LA PORTE CODE SEC, 1p6 444 ON BRIDGE AT WEST BARBOURS CUT AND F216 00-00 TO THE BEST OF OUR KNOWLEDGE, THESE LOCATED ON DOWNSTREAM CONCRETE WALK ON PLAT 8 - THE SOUTHEAST CORNER OF THE BRIDGE IN ARE DRAWN TO COMPLY WITH OWNER'S '�''�•,'• PROPOSED LANDSCAPED AREA KEYMAP 540WIN HE GALVESTON BA Y WA ERSHED SPESPECIFICATIONS. ALL REASONABLE ATTEMPTS SHEET NO NEAR STREAM F 216-00.00 E BEEN MADE IN THE PREPARA77ON OF DRAWINGS AND SPECIFICATIONS TO AVOID ELEV. = 20.06 FEET MISTAKE, OWNER SHALL VERIFYALL DIMENSIOI 3, 2 • 0 ELEVATIONS SHOWN A NAVD A ADJUSTMENT DETAILS AND SPECIFICATIONS BEFORE RE 2001 ADJUSTMENT. CONSTRUCTION BEGINS. DATE' 28 FEBRUARY 200E DETENTION DATA TOTAL INCREASED IMPERVIOUSAREA =2.OAC DETENTION STORAGE RATE = 0.20 ACRE-FEET/AC TOTAL DETENTION VOLUME REQUIRED =0.4AC-FT TOTAL DETENTION VOLUME PROVIDED = 0.42 AC -FT MAXIMUM DESIGN WATER SURFACE ELEVATION = 20.25 MAXIMUM OUTFALL DISCHARGE RATE =1.9 CFS OUTFALL RESTRICTOR SIZE = 61NCHES (MIN.) PONDING AREA= 15, 790 CF TRUCK WELL=1,540CF PIPES & INLET=1,031 CF TOTAL=18,361 CF=0.42 SC -FT RESTRICTOR PIPE 6" Q=0.80(0.20 2(32.2)(2. 1) Q=1.9 cfs W LLI OUTFALL OUTFALL 8" BRICK PLUG PIPE PIPE W/MORTAR Sw, - ASPHALT (CONCRETE 1 2" MORTAR I SIDE AND OUTSIDE -- MANHOLE OR INLET 8" BRICK PLUG W/ MORTAR SEAL RESTRICTOR PIPE (6" MIN. DIAMETER) BARBOURS CUT BLVD. PAVING PAVING 80' R.O.W (ASPH.) EX CONC. CURBED ISLAND O EX. TRAFFIC SIGNAL BOXLEVEL W/NATURAL GROUND cs::= EX SIGNAL LIGHTCOL EX ACCESSIBLE CONC. RAMP a END OF CONC. CURB U PROP. ASHPALT N DRIVEWAY O PP OPP 1 73 1 t lssz 1 `s2' m�- A4 1 O;Eac. 1 2.o9ac. 1 O1 O 0.30 ac. pp 5.54 CFS 1 0.30 ac. 374,/ S SFO 1 0.85 CFS O WR � p25q"'SCOpF 1 PROPOSED 91 LF OF 1 10'CHDPESTM.SWR 1 PROP. TYPE EX. ELEC. METER POLE FOR PROP. TYPE W 19.So TRAFFIC SIGNAL A'INLETYW6' REST. PIPE j CONCRETE Fc 17z0 FIG 11sa 1 PAVING m ; 7" THICK Opp @J 1 3 i � 1 � 1 wa 1 � 1 U; 1 v o e e e o o e o e e o e PARKING 5"Tj fICK C DNC. 25 S PAC0 PROPOSED PROP. TYPE A'INLET JUNC BOX 1 EX. STORM MH& C.B.0889acELEV=19.28fL PROPOSED91LF 0TGLI 2.43 CFS NFL=13.18 36" RCP 12' CHDPESTM, SIM. SWR @ 0.18% A3 SWR @ 0.31% SLOPE 1 PROP. TYPE S FL=12.68 18 RCP 019 ac,__ SLOPE 1 A'INLET e / WFL=f26818"RCP O O O O It x 0000000000 1 1 1 1 1 1 1 1 i 1 Az 1 B2 0.15 as 1 0.58 ac. 0.34 ac. 1 0.71 ac. 0.98 CFS f..7 CFS 18.80 BF PROPOSED BUILDII 19,035 S.F. ,1 s 1 1 Al 1 0.19 ac. al 0.19 as 0.13ac. 0.54 CFS 0.13 ac. 0.37 CFS 1 PROPOSED 66 LF OF 10' CHOPE STM. SWR PROP. 24' 1 SO. INLET 1 TG zo.fo 1 FL 18.15 ■ `"O CONCRETE PAVING m N 7" THICK �® o PROP. TYPE ® W INLET TG 19.50 p FL 1748 ^M1P m��-mmm PROP. TYPE A' INLETWYSUMPPUMP T�14' x 55' FL 14.70 TRUCKWELL m e m m s m m 12' x 5F LOADING BERTH CONC. PROP. TYPE ".. EX.I STORY BUILDING NORTH "E" STREET 60' R.O.W. (ASPHALT) EX. SAN MH ELEV=19.41 N FL=13.916"RCP S FL=13.716" RCP W FL=13.316"RCP 0 DRAINAGE PLAN z SCALE.,1"=30'0" Nr U '= O V co co =a W Q 3 I O co K CITY APPROVING AUTHORITY CERTIFICATE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. BY: DIRECTOR, PLANNING DEPARTMENT SITE PLAN ACCURACY CERTIFICATE 1, qry-,. M REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING (OR SURVEYING) AND HERBY CERTIFY THAT THE ABOVE PLAT OR SITE PLANTS AND CORRECT.• AND THAT ALL BEARINGS, DISTANCES, ANGLES, T• RADIUSES, AND CENTRAL ANGLES ARE ACCURA SHOWN ON 4P t.i, SIGNATURE: �^ AARONT-REPdpON PRINT.- /Oi+ POk%,ti (R �� .\�� TEXAS REGISTRATION NO.: IP S7 D NOTE PROPERTY PARTLY IN THE 100 YEAR FLOOD ZONE, IT IS IN ZONE AE & X BFE (18.0 ACCORDING TO F.I.R.M. 48201C 0945E R.M. MAP NO. ,pgTE 06-18.07 BY GRAPHING PLOTTING ONLY, WE DO NOT ASSUME RESPONSIBILITY FOR EXACT DETERMINATION. CITY OF LA PORTE DESIGN STANDARDS I. THE FACILITY SHALL BE CONSTRUCTED OF 100% MASONRY & GLASS CONSTRUCTION ALONG MAJOR THOROUGHFARES. MATERIALS TO INCLUDE CMU, BRICK, EIFS, AND GLASS. PROPOSED LEGEND ___..... PROP. DRAINAGE AREA BOUNDARY PROP 2 YEAR FLOW PATTERN OO PROP MANHOLE FG 73.17 PROP FINISHED GRADE 19 PROP 24" INLET (UNLESS NOTED) TG 73.7 7 PROP TOP OF GRATE INLET A2 TW 73.7 7 PROP TOP OF WALK DRAINAGE AREA 0.38 BD. ACREAGE TP 73.7 7 PROP TOP OF PAVEMENT ELEVATION 0.71 SO. 3.82 CFS CUMULATIVE ACREAGE CUMULATIVE DISCHARGE TC 73.17 0 PROP TOP OF CURB ELEVATION FF 73.7 7 PROP FINISHED FLOOR ELEVATION EX. STORM INLET& C.B. Ipg PROP INLET PROTECTION BARRIER TR 73.17 PROP TOP OF RIM ELEVATION NFL=12.9336"RCP F F PROP FILTER FABRIC FENCE FL 73.17 PROP FLOWLINE ELEVATION EFL=14.2336"RCP S FL= 12.93 36" RCP PROP STORM SEWER LINE WFL=15.73 18'RCP II SPEED LIMIT35MPH 3-YEAR DRAINAGE CALCULATIONS AREA ACREAGE aD C TC I 3 YEAR ANNINGS PIPE SIZE SLOP VELOCITYPIPE CAPACITY Q (Cfs) "w Ln % g Us Al 0.19 0.8 22.46 3.961 0.60 0.011 10 0.40 3.00 1.64 A2 0.34 0.8 23.26 3.901 1.06 0.011 10 0.40 3.00 1.64 A3 1.42 0.8 25.63 3.721 4.23 0.011 18 0.18 3,00 5.28 A4 2.09 0.8 26.38 3.67 6.14 0.011 18 0.25 3.52 6.22 B1 0.13 0.8 21.98 4.00 0.41 2 62 0.71 0.8 24.41 3.81 2.16 0.011 12 0.31 3.00 2.35 83 0.89 0.8 24.79 3.78 2.69 0.011 18 0.18 3.00 5.28 Cl 0.30 0.8 23.08 3,91 0.93 0.011 10 0.40 3.00 1.64 oZo VICINITY MAP l KEYMAP # 540-X GENERAL SITE NOTES 1. ALL CONCRETE PAVING AREAS SHALL 3000 PSI CONCRETE REINFORCED OVER A STABILIZED SUBGRADE 6" DEEP WITH APPROX. 6 PERCENT LIME. 2. ALL PROPOSED CONCRETE SIDEWALKS AND RAMPS SHALL BE 4' THICK, 3000 PSI CONCRETE REINFORCED WITH # 3 RODS AT 15"O.C.EW. 3. CONTRACTOR SHALL PROVIDE 4" WIDE PARKING STRIPES, PARKING SYMBOLS AND SIGNS AS PER PLAN. 4. ALL PROPOSED LANDSCAPING SHALL BE FURNISHED AND INSTALLED BY THE OWNER. 5. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPE BOLLARDS AS PER PLAN. 6. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL 3"PVC-40 SLEEVES AS REQUIRED BY THE LANDSCAPE AND IRRIGATION CONTRACTOR. 7. PROVIDE 5" THICK CONCRETE PAD REINFORCED WITH # 3 RODS AT 15" O.C.E W. FOR EA. A/C CONDENSING UNIT. 8. PROVIDE 1180L.F. OF WHIGH WROUGHT IRON FENCEATPROPERTY LINE WITH MOTORIZED SLIDING GATES AT EACH DRIVEWAY. 9. PROVIDE ELEVATION CERTIFICATE UPON COMPLETION OF CONSTRUCTION. INDICATE B.F.E. SITE PREPARATION NOTES I. SITE PREPARATION SHALL BE IN ACCORDANCE WITH BANDY & ASSOCIATES, INC. GEOTECHNICAL REPORT NO. 107262 DATED NOV. 14, 2007. 2. STRUCTURAL FILL UNDER BUILDING AREAS SHOULD BE SELECTED WITH RESPECT TO PLASTICITY CHARACTERISTICS. SANDY CLAY WITH A LIQUID LIMIT NOT GREATER THAN 40 AND A PLASTICITY INDEX BETWEEN 8 AND 20 WLL BE SUITABLE FOR SELECT IMPERVIOUS FILL. THE RECOMMENDED EARTHWORK CONSTRUCTION PROCEDURES UNDER BUILDING AND PAVING AREAS ARE AS FOLLOWS: 3. REMOVE EXISTING CONSTRUCTION DEBRIS AND ORGANIC SOILS TO A DEPTH OFAT LEAST SIX (6) INCHES. 4. PROOF -ROLL STRUCTURAL AND 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, CEMENTANDIOR FLYASH WITH THE WET SILTY SOIL TO ABSORB EXCESS MOISTURE. 5. PLACE FILL IN LOOSE LIFTS NOT EXCEEDING NINEINCHES (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 BELOWTHE OPTIMUM VALUE NOR MORE THAN THREE POINTS ABOVE THE OPTIMUM VALUE. 6. EXCAVATE THE SOIL IN CUT AREAS TO GRADEAND PROOF-ROLLTHE SURFACE SOIL 7. PERFORM FIELD DENSITY TESTS TO VERIFY COMPACTION ATA FREQUENCY OF ONE TEST PER LIFT OF FILL FOR EVERY ZOOO SQUARE FEET OF COMPACTED AREA. 8. MAINTAIN THE MOISTURE CONTENT OF BOTH FILL AND NATURAL SOIL UNTIL IT IS PERMANENTLY SEALED WITH THE FLOOR SLAB OR PAVEMENT. 9. STABILIZE PROPOSED PAVEMENT AREAS TO A DEPTH OF6"WITHAPPROX. 6 PERCENT LIME BY DRY WEIGHT OF SUBGRADE SOILS. EXACT PERCENTAGE TO BE DETERMINED FROM LIME SERIES TEST AFTER ROUGH GRADING. CONSTRUCTION LEGEND �� PROPOSED BUILDING PROPOSED 7" THICK CONC. PAVING REINF. Wl #5 RODS @ 15" O.C.EW. .4. a ° PROPOSED 5" THICK CONC. PAVING REINF. W/ ° 03 RODS@15"O.C.EW. PROP. MILLEDASPHALTPAVEMENT 4" THICK CONC. SIDEWALKS REINF. W/#3 RODS @15"O.C.E. W. PROJECT DATA PROPOSED BUILDING 1,390 s.f. TOTAL "B"OCCUPANCY - 11, 140 s.f. TOTAL "M"OCCUPANCY 6,505 s.f. TOTAL "S-i"OCCUPANCY 19,035 s.f. TOTAL PROP. BLDG 220 s.f. TOTAL COVERED ENTRY PROPOSED PAVING 1, 863 s.f. TOTAL PROP. 4" CONC. SIDEWALKS 18,377 s.f. TOTAL PROP. 5' CONC. PAVING 27,600 s.f. TOTAL PROP. 7' CONC. PAVING 19,188 s.f. TOTAL PROP. MILLED ASPHALTAREA 87,028 s.f. TOTAL PROP. PAVING & SIDEWALKS SUMMARY 19,255 s.f. TOTAL PROP. BUILDING W/COVERED ENTRY 67,028 s.f TOTAL PROP. PAVING & SIDEWALKS 4,977 s.f. TOTAL PROP. LANDSCAPING 91,260 s.f. TOTAL DEVELOPED SITE AREA ZONING CLASSIFICATION: GENERAL COMMERCIAL (GC) SIC#: 559 LEGAL LOTS 1-16, 19-32 AND ADJ. ALLEY, BLOCK 337, CITY OF LA PORTE, HARRIS COUNTY, TEXAS BENCHMARK RM NO. 060035 A HCFCD BRASS DISK STAMPED RM060035 ON BRIDGE AT WEST BARBOURS CUT AND F21640-00 LOCATED ON DOWNSTREAM CONCRETE WALK ON TO THE BEST OF OUR KNOWLEDGE, THESE PLANS THE SOUTHEAST CORNER OF THE BRIDGE IN ARE DRAM TO COMPLY WITH OWNER'S KEYMAP 540W IN THE GALVESTON BAY WATERSHED SPECIFICATIONS. ALL REASONABLEATTEMPTS NEAR STREAM F 216-00-00 HAVE BEEN MADE IN THE PREPARATION OF ELEV. = 20.06 FEET DRAWINGS AND SPECIFICATIONS TO AVOID NAVD 88, 2001 ADJUSTMENT MISTAKE, OWNER SHALL VERIFYALL DIMENSIONS, DETAILS AND SPECIFICATIONS BEFORE ELEVATIONS SHOWN ARE 2001 ADJUSTMENT. CONSTRUCTION BEGINS. l � N , � � fffeee333t�ddd � X O _ OD m a U Z V, H �H V, W ci i J m ��(n O/� 0 rV ,� V, m ry V, ^` co W�� J¢� N� UJ W ` _W WW F- F- -I c- o J r W J U REVISIONS Mmw� SCALE 1» 0 20"_0" PROJECT NO. SHEET TITLE DRAINAGE PLAN SHEET NO C-3.0 DATE: 28 FEBRUARY 2008 c w of O z M V) w 1 � IW 001 CD M SET 5/8'1.R. ! do I- o i ! (FNC.4'+/- SOUTH) 76' CALL 28.2125 ACRES HOUSTON ASSOCIATES- CALIFORNIA GENERAL PARTNERSHIP H.C.C.F. No. N082828 CALLED CENTERLINE ENTERPRISE PRODUCTS Co. PIPELINE R.O.W./ESMT. H.C.C.F. No. H985294 i I S90000'00"E 879.49' I I I I PROP. POWER POLE SOUTH LINE OF CALLED I j ( PROP. FIRE HYDRANT STRANG SUBD. AS SHOWN _ PROP. OVERHEAD ELEC. SERVICE I I GRASS FM# 28-T 56 7-28-56, 1 I i FILE 8-M- a-T I { i ELEC. TOWER ( i TX X R3 I I I { I RS it !i I ,I II I w I! I I 1 � � I �• I j ;I I ( 0 .W r I�W it it I I 1 w I. W I I ! I II W i I i it jl j l w I CrD�j II I--: aw 1 _I I II wO I I I! LO i �j II IL o CD: ;) o II al I I CQ 11 C 1 �I ' j ! 01 -! m uj X I I I I Ito wl w i I EXIST. 12" WATERLINE (PUBLIC) (cn i1 �S i� I En x—� I W I J i I 28' I {a a a l 76' w! II I& PROP. 6" ! ; I o %1G CURB (TYP.) T I I ! I I 6'1 I I o I �— j PROP. 1" DOM. WATER METER' I l o I AND 1" IRRIG. METER WITH! ' 5'R- I_ BACKFLOW PREVENTER' PROP. 120' X 350' WAREHOUSE FACILITY o (42,000 SQ. FT.) 10 F.F.=31.50 20' SLIDING GATE PROP. 6" CLEANOUT (SAMPLE WELL) PROP. SAN. SWR. LIFT STATION PROP. 2" SAN. SWR. FORCE MAIN 120' RESERVE A 9.046 ACRES 3941060 SQ. ; FT. c 'DiL M w a� oof (L U °z 100' 30' SLIDING GATE ,A ! ST 3° S � 5 R X YR2p X— I! ! I to GRASS GRASS GRASS LL co 30' _ ®_ �- � — — , -- ______—_—_—_—_____ —a — — — — — — — — �—I IST. 3" SAN. SW FORCE MAIN o h� I m PRIVATE SAN. SWR. i i t 28' EXIST. 18" STM. SWR. m .� ! r 6" W.L. EXIST. CONC. PVMT. --EXIST. • I I I � EX ( i� e » -.— I I I I I I I 8' CHAINLINK WITH RAZOR WIRE AND I o O 1 _jI m) 0 I I I I I I I 50' BUILDING LINE I >T. 24" HOPE STM. SWR. ! I FORCE MAIN 589039 06 W 879.05 P n RT�R ROAD (PRIVATE) 0 ----1------------------- _ ;I F ELEC. TOWER WE, C-2 REAL ESTATE HOLDINGS, LTD, AS OWNERS OF THE 9.046 ACRE TRACT DESCRIBED IN THE ABOVE AND FOREGOING SITE PLAN OF SPEC #14 DO HEREBY ESTABLISH SAID DEVELOPMENT OF SAID PROPERTY ACCORDING TO ALL LINES, DEDICATIONS, RESTRICTIONS AND NOTATIONS ON SAID SITE PLAN. WE FURTHER CERTIFY THAT ALL IMPROVEMENTS SHOWN ON SAID SITE PLAN SHALL BE CONSTRUCTED IN THE LOCATIONS SHOWN. FURTHER, OWNERS AGREE THAT THOSE STREETS AND UTILITIES LOCATED WITHIN THE BOUNDARIES OF THIS SITE PLAN SPECIFICALLY NOTED AS PRIVATE, SHALL BE MAINTAINED AS PRIVATE STREETS AND UTILITIES BY THE OWNERS, HEIRS, SUCCESSORS AND ASSIGNS AND, FOR THE GENERAL USE OF THE PUBLIC FOR FIREMEN, FIREFIGHTING EQUIPMENT, POLICE AND OTHER EMERGENCY VEHICLES OF WHATEVER NATURE AT ALL TIMES. IN TESTIMONY WHEREOF, C-2 REAL ESTATE HOLDINGS, LTD, HAS CAUSED THESE PRESENTS TO BE SIGNED BY ALBERT W. CLAY III, ITS PRESIDENT THEREUNTO AUTHORIZED, ATTESTED BY ITS VICE PRESIDENT, ROBERT H. CLAY, AND ITS COMMON SEAL HEREUNTO AFFIXED THIS 21TH DAY OF JULY, 2006 C-2 REAL ESTATE HOLDINGS, LTD F.H. —=—_EXIST. 12_W.L_(PUBUC) _ W.V. — — RESERVE "B" PACKWELL DISTRIBUTION CENTER 22.780 ACRES 992,318 SO. FT. CITY OF LA PORTE MON. No. 84 I, DANIEL H. MARTIN, AM REGISTED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSIONAL OF ENGINEERING AND HEREBY CERTIFY THAT ABOVE PLAT OR SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADII,- AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT. f 1 • DANIEL H. MARTIN TEXAS REGISTRATION NO. 89383 I I- — _ EXIST. 12_' W.L. 1r- W— —--- --- - — — 2" - L — 60' INGRESS/EGRESS AND UTIL. ESMT. THIS IS TO CERTIFY TH�T THE CITY OF LA PORTE, TEXAS HAS APPROVED THI SITE PLAN AND DEVELOPMENT OF -iLL-. I A IN CONFORMANCE WITH THE ORDINANC S OF THE IT Y OF LA PORTE. 1 DIRECTOR AORTE COMMUNITY DATE DEVELOPM NT DEPARTMENT ATTEST:- -------- 3/ -0 LA PORTE CITY (ENGINEER DATE ZONING: PLANNED UNIT DEVELOPMENT (PUD) SPECIAL CONDITIONAL USE PERMIT #SCU06-002, 7-10-06 PRIVACY SLATS. D' w z w U m wm OCf) w Qcn Lr_ > LdLn00- w �_ o J N N 00 rD N 0) w U Q 0— PARKING PROVIDED: REGULAR: H/C: 17 1 18 SPEC. BLDG. # 14 SITE: 130,056 S.F. CONC.: 67,434 S.F. BLDG.: 42,000 S.F. OPEN AREA.:15.9% BAR SCALE MR 0 15 30 60 90 SCALE: 1 " = 30' OFFICE VWAREH( JSE FACILITY FOR: SPEC 14. 10001 P RTER ROAD REV ISSUE DATE DESCRI TION 0 05/04/06 ISSUE I OR REVIEW 1 05/04/07 REVISE BARKING/FENCING u LS s a e ,s k SS� � 1fi EN Z! I c7 4 jl"la Oil FYGxi4 5i7.1 y"pyhjv { .} VICINI" 'Y MAP KEY MA P# 539-J FLOODPLAININFORMATION THIS TRACT OF LAID LIES OUTSIDE THE 500—YEAR FLOOC PLAIN (ZONE "X"), ACCORDING TO F.E.M.A. FEDERAL INSURANCE RATE MA' NO. 48201CO930 J; SAID MAP REVISED: NOVEMBER 6, 1996. BENCH MARK BENCHMARK : HGC ;D 42, ELEV.= 26.1, REF.TO NAD 83, (GPcl OBS — GEOID99). 0.3 MILES NORTH ALONG MILLER CUT—OFF RD. FROM INTERSECTION C F MILLER CUT—OFF RD. & ST.HWY. 225 AT IIARK TO RIGHT INSIDE SECURITY FENCE OF "DRAGO SUPPLY CO." LEGAL DI SCRIPTION A TRACT OR PARCEL OF LAND CONTAINING 9.046 ACRES OF AND BEING ALL OF RESERVE "A" IN THE UNDERWOOD BUSINESS PARK SUBDIVISION, L )CATED IN THE ENOCH BRINSON SURVEY, ABSTRACT 5, HARRIS COUNTY, TEXAS, BEIN 3 OUT OF AND A PART OF THAT CERTAIN C NLLED 206.990 ACRE TRACT OF RECORD IN THE NAME OF ST. JOE PAPER COMPANY IN 1- ORRIS COUNTY CLERK'S FILE (H.C.C.F.) !UMBER M032856 OWNER/D=VELOPER A r. v .., .,;.r ..... 'L. 800 GESSNI :R, SUITE 850 HOUSTON, "EXAS 77024 PHONE (713)789-2529 FAX (71 )782-3755 0, .Tq� 100* 00 i DANIEL F MARTIN i I.................... �i 00 9/.Zq/07 SHEET TITLE: SITE PLAN PRJ NAME: SPEC 14 SHEET NO: cloo DATE: 5/04/06 DWN BY: PJR CHKD BY: DHM �7_ 4'301