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HomeMy WebLinkAbout07-7607 INTERPORT DISTRIBUTION CENTERN" F �.{� m _� � a � z Z Q � o a _: �, _, _ i �� F N (Y.. z OCC � W Z N F" G � N Z cc w `° � a =m '� o_ � IZ � i_o .a � W r m ���' C] CO � OG � i� o i J n¢. ¢ i � � � I o��Q� � a m I zQ� cJ _ C0._i..2 i 1 � � FAIRMONT PARK4AY m } j w a PROJECT SITE RFd ��GFT 4�qd P ���p. _ PRE gPy ,� s N VICINITY MAP NO SCALE KEY MAP # 579 H&M GIMS # 6153d, 6152b ZIP CODE 77507 INDEX OF SHEETS _ SHEET N0. DESCRIPTION 1 OF 12 COVER SHEET 2 OF 12 EXPRESS REVIEW SHEET 3A OF 12 DIMENSION CONTROL PLAN `� 3 OF 12 OVERALL SITE PLAN & SWQMP SITE PLAN 4 OF 12 GRADING AND DRAINAGE PLAN 5 OF _12 SANITARY SEWER. AND. WATER LINE LAYOUT __ 6 OF 12 STORM WATER POLLUTION PREVENTION PLAN 7 OF 12 FlRE UNE ACCESS PLAN 8 OF 12 STORM PUMP STATION DETAILS __ 9 OF 12 SANTARY PUMP STATION DETAILS - 10 OF 12 STORM WATER POLLUTION PREVENTION PLAN DETAILS 11 OF 12 PAVING AND STORM SEWER DETAILS 12 OF 12 SANITARY AND WATERLINE DETAILS , 12A OF 12 TRAFFlC CONTROL PLAN LANDSCAPE PLAN l�lJ �� C��80�eetP80�go Oa�co l�� 11806 WILCREST DRIVE, SUITE 200 HOUSTON, TEXAS 77031 TELEPHONE NUMBER: (281) 530-3168 SURVEYED BY: L.E.I. FB N0. SHEET NO.: 1 OF �-2- pp v i ,�P� �......, TF 9,,� *�:'� *fit' *... � ..�:. * �I .........eo wu ,o �.__ 84859����.���j �hFSS�oN�� �`'G>� au� � � zoos i® � z N I � UJ o NI H � 2 w a w. V LL 0 = z, z o_ Z F- o a J w m Co Co (n w Tj V)> g i 0 10 `0 F- m O ID a Q UJ m �WaLf) Z m N TOO 1 • PAVING I. DESIGN THICKNESS OF PAVING 5". 6" AND 7" 11. STABILIZED SUBGRADE TO A DEPTH OF 6' Ill. DESIGN STRENGTH OF CONCRETE 3000 psi IV. TYPE AND PLACEMENT OF STEEL:- #4 0 20' NOTES: I - N TO BE COMPLETED ONLY IF PAVING IS TO BE ACCEPTED BY HARRIS COUNTY DRIVEWAYS I. NUMBER OF DRIVEWAY APPROACHES PROPOSED: 3 11. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS ON SHEET 11 NOTES: I - II TO BE COMPLETED ONLY IF PROJECT ENTAILS CONSTRUCTION OF DRIVEWAYS AT TIME OF DEVELOPMENT FIRE APPARATUS ACCESS ROAD ® REQUIRED AND SHOWN ON SHEETS) 7 ❑ NOT REQUIRED DUE TO CURBING I. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING 11. ® STANDARD 6" CURBING PROPOSED ❑ 4" x 12" CURBING PROPOSED ❑ 6" OR 4" x 12" ALLOWED EXCEPT AT MEDIANS AND ISLANDS TRAFFIC CONSIDERATIONS 1. MEDIAN CUTS ® NO MEDIAN CUT OR RELOCATION IS PROPOSED ❑ MEDIAN MODIFICATIONS ARE SHOWN ON SHEET IL LEFT HAND TURN ❑ NO LEFT TURN LANE IS PROPOSED ❑ LEFT TURN LANE IS SHOWN ON SHEET III. TRAFFIC CONTROL PLAN ❑ NO WORK IN THE RIGHT OF WAY IS PROPOSED THAT WOULD INTERFERE WITH TRAFFIC FLOW ❑ TRAFFIC CONTROL SHOWN ON SHEET IV. EXISTING TRAFFIC CONTROL ❑ DEVICES SHOWN ON PLANS (T.C. BOXES AND LOOPS) NOTES: I - III TO BE COMPLETED FOR ALL PROJECTS 2• SUBDIVISION DRAINAGE I. DRAINAGE SYSTEM TYPE STORM SEWER ❑ R DSIDE DITCH ❑ CITY OF ❑ OTHER ❑ TO DETENTION PON ❑ DETENTION POND MAI ED BY _ ❑ TO HCFCD DRAINAGE H UNIT N0. ❑ TO HARRIS COUNTY AD DE DITCH ROAD NAME: ❑STATIC W.S.E. 0 OU LL IS ❑ PROPOSED STORM EWER IS SUBMERGED. STORM WATER UTFALL CAPACITY OCATED TO TRACT FROM D. A. h FROM D GE AREA MAP DATED: PREPA BY: ACTU OUTFALL RATE: C 3 • SITE DRAINAGE (OTHER THAN SUBDIVISION TYPE PROJECTS) 1. PROPOSED DRAINAGE AREA ® NEW DEVELOPMENT AREA: 44.408 AC DEV./87.9074 AC TOTAL ❑ RE -DEVELOPMENT AREA (AMOUNT INCREASED IMPERVIOUS AREA): 11, DETENTION VOLUME (DRY BASIN) NEW AREA 87.9074X 0.75 = 65.9306 ACRE-FEET DETENTION REQUIRED FREQUENCY PROPOSED VOLUME = 66.9598 ACRE FEET III. OUTFALL OUTFALL TO ® ROADSIDE DITCH ❑ STORM SEWER ❑ OTHER STATIC W.S.E. 0 OUTFALL IS ROADSIDE DITCH OUTFALL: ROAD FRONTAGE 1 613.57 X 0.0088 = 14.20 (CFS) ALLOWABLE OUTFALL PROPOSED OUTFALL RATE: 13.90 CFS ❑ STORM SEWER OUTFALL CAPACITY ALLOCATED TO TRACT FROM D. A. MAP: (CFS) FROM DRAINAGE AREA MAP DATED: PREPARED BY: ACTUAL OUTFALL RATE: (CFS) (CFS) IV. PUMPED DETENTION FACILITIES VOLUME THAT GRAVITY FLOWS: 16.4827 ACRE FEET VOLUME THAT IS PUMPED: 49.4480 ACRE FEET _ (CFS) ENTRANCE VELOCITY INTO ROADSIDE DITCH OR STORM SEWER: 3 FT/S PUMP SPECIFICATIONS AND OPERATING PLAN APPEAR ON SHEET 8 FLOW PRIOR TO DETENTION: FLOW AFTER DETENTION (IF REQUIRED): NOTES: I - N REQUIRED ON ALL SUBDIVISION TYPE PROJECTS INCLUDING MANUFACTURED HOME PARKS. 6 • STORM WATER QUALITY 1. CONSTRUCTION PROTECTIVE MEASURES. ® SWPPP SITE PLAN AND DETAILS ON SHEET(S) A AND 10 II. APPLICABILITY FOR PERMANENT FEATURES. ❑ EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL. ❑ EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL WHERE TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSED) IS LESS THAN 1 ACRE. ❑ EXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER LINE. ❑ "STORM WATER QUALITY MANAGEMENT PLAN" HAS BEEN/WILL BE INCLUDED IN A SEPARATE SUBMITTAL ENTITLED ___---___— © "STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWQMP SITE PLAN ON SHEET(S) 3 ,-------------------- III. STORM WATER QUALITY FEATURES. ❑ VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SWALE, URBAN FORESTRY) DETAILS AND CALCULATIONS APPEAR ON SHEET(S) El POND STRUCTURE USED (WET, DRY, WETLANDS) DETAILS AND CALCULATIONS APPEAR ON SHEET(S) _3 ❑ HYDRODYNAMIC TYPE SEPERATOR MODEL: ❑ OTHER(S): II�11 REQUIRED ON ALL PROJECTS, III IF NOT EXEMPT OR 'GRANDFATHERED' 9 • WHEEL CHAIR RAMPS / SIDEWALK WHEEL CHAIR RAMPS PROPOSED YES ❑ NO IM SIDEWALKS PROPOSED YES ❑ NO NOTE: IF A MAJOR CATEGORY ON THIS SHEET IS NOT REQUIRED FOR THE PROJECT, "X11 THROUGH THAT ENTIRE SECTION. CATEGORY (6) MUST BE COMPLETED. V. FLOW RESTRICTOR SIZE OUTFALL PIPE SIZE: 24" RESTRICTOR PIPE SIZE: 18 VI ❑ PROPOSED STORM :,EWER IS SUBMERGED. NOTES, I. REQUIRED FOR ALL PROJECTS OTHER THAN SUBDIVISION TYPE PROJECTS. DEVELOPMENT AREA INCLUES ALL AREA WHERE BUILDING, PAVING OR GRADING WILL OCCUR. AREAS NOT INCLUDED BUT WITHIN THE PROPERTY'S BOUNDARIES MUST BE DELINEATED AS A "NO WORK' AREA ON THE DRAWINGS. IT. - V. REQUIRED WHEN PROPOSED FACILITY WILL INCREASE THE AMOUNT OF RUNOFF INTO A COUNTY DRAINAGE DITCH, ROADSIDE DITCH OR STORM SEWER. IF ANALYZED AND THE RECEIVING DRAINAGE STRUCTURE HAS CAPACITY IN THE FULLY DEVELOPED CONDITION OF THE AREA IT SERVES, NO DETENTION IS REQUIRED. ' 7 FLOOD CONTROL DISTRICT CRITERIA I. DETENTION SUMMARY STORMWATER DETENTION BASIN ROUTING TABLE / DETENTIOTIkBASIN DRAINAGE AREA = ACRES RAINFALL EVENT P ILTY PRE -DEVELOPED PEAK RUNOFF CFS POST -DEVELOPED PEAK RUNOFF CFS DETENTION BASIN PEAK OUTFLOW (CFS) MAXIMUM SURFACE A1TON PEAK STORAGE VOLUME AC- STORAGE RATE AC -FT PER AC 10% IXCEEDANCE (10- 1% IXCEEDANCE (100-YEAR) ADDITIONAL CRITERIA FOR VOLUME OF PUMPED 1% O MAXIMUM DESIGN OUTFLOW DRAIN TIME FOR BASIN = _ REPORT TITLE REPORT DATE DATE OF ACKI DETENTION BASINS: STORAGE VOLUME = — — — AC -FT _ % OF TO VOLUME TOO HCFCD CHANNEL = CFS HOURS BASED ON %ORMWATER DRAINAGE DESIG EPORT BY HCFCD OR FLOODPLAN STORMWATER DETENTION FOR TH ROPOSED WORK CONTAINE N THESE PLANS IS PROVIDED BY OTHER PLANS: PLAN TITLE ENGINEERING FIRM DATE SIGNED BY HCFC\EFC.) C :SEE SHEET OF THESE PLANS. III.HCFCDS D DETAILS: SEE SHEET OF THESE PLANS. V. RE S FOR EXISTING AND PROPOSED OF WAY LINEATION AND COMPLETE RECORDING INFORMATION TO IN CLERK' FILE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT FEE/RIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, NOTES: I. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. IT. COMPLETE ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR '.. PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. III. COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFALL, BACKSLOPE INTERCEPTOR OR OTHER RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETEunON BASIN. IV. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO IT AN IXISTTNG OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN. 4• WATER AND WASTEWATER I. TYPE OF SERVICE PROPOSED ® MUNICIPALITY: CITY OF LA PORTE ❑ MUNICIPAL UTILITY DISTRICT: ❑ OTHER DISTRICT: ❑ PRIVATE WATER AND WASTEWATER SYSTEMS ❑ PRIVATE WATER SYSTEM AND INDIVIDUAL OSSF ❑ INDIVIDUAL WATER WELL AND OSSF ❑ OTHER: ❑ NO UTILITIES ARE PROPOSED II. PROOF OF CAPACITY ❑ LETTER FROM DISTRICT AUTHORIZING SERVICE AND CONNECTION ❑ TCEQ APPROVAL FOR WATER SYSTEM AND PERMIT FOR WASTEWATER SYSTEM. ❑ TCEQ APPROVAL FOR WATER SYSTEM AND OSSF FEASIBILITY REPORT ❑ OSSF FEASIBILITY REPORT WHICH CONSIDERS INDIVIDUAL WELLS III. AMOUNT OF FLOW ❑ RESIDENTIAL: LOTS OR UNITS ® COMMERCIAL: UNKNOWN AVERAGE DAILY FLOW ❑ OTHER: NOTES 1. COMPLETE FOR ALL PROJECTS IT. COMPLETE FOR ALL PROJECTS. III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED FLOOD PLAIN STATUS 1. GENERAL INFORMATION FIRM PANEL(S) FOR PROPERTY: 48201CO945 L FIRM PANEL(S) DATE: JUN 9. 2006 STATUS OF PROPERTY ON MAP ❑ LOCATED IN UNSHADED ZONE "X" M ENTIRELY LOCATED IN SHADED AND UNSHADED ZONE "X" ❑ LOCATED PARTIALLY IN ZONE AE" DELINEATE ON CONSTRUCTION DRAWINGS (DRAINAGE LAYOUT) ❑ LOCATED ENTIRELY IN ZONE "AE" (INDICATE BASE FLOOD LEVEL ON CONSTRUCTION DRAWINGS) ❑ OTHER ❑ SITE REMOVED FROM FLOODPLAIN BY LOMA OR LOMR—F CASE NO. FLOOD HAZARD RECOVERY DATA ® FLOOD HAZARD RECOVERY DATA AVAILABLE AND UTILIZED (PRCVIDED INFORMATION BASED ON 1973 AND 2001 ADJUSTMENTS). ❑ FLOOD HAZARD RECOVERY DATA NOT AVAILABLE. ELEVATION INFORMATION BENCHMARK USED ❑ FEMA RM benchmark ❑ HARRIS—GALVESTON COASTAL SUBSIDENCE DISTRICT BENCHMARK (FOR COASTAL AREAS) IM OTHER TSARP DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND YEAR OF ADJUSTMENT FLOODPLAIN REFERENCE MARK NUMBER 010290 IS A BRASS DISC STAMPED 010290 ON BRIDGE AT BETWEEN E—BOUND AND W—BOUND CHOATE ROAD AND A104-07-00 LOCATED AT CENTER OF HEADWALL, BETWEEN E&W BOUN CHOATE RD. W. OF STREAM CENTER IN KEYMAP 580S IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00 ELEV. 6.06 FEET NAVD 1988, 2001 DDJUSTED. II. FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION ® PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL AND IN ZONE "X" (SHADED OR UNSHADED) ❑ PROPERTY LIES PARTIALLY BELOW THE BASE FLOOD LEVEL (MUST BE DELINEATED ON TOPOGRAPHIC SURVEY) III. FLOODPIAIN STORAGE SUMMARY (APPLIES ONLY TO PORTION OF LAND LOCATED WITHIN FLOODPLAIN AS DELINEATED BY FIRM PANEL). A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.): i.e., BELOW ELEVATION _(20 — ADJ.) CUBIC YARDS B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM DELINEATED FLOODPLAIN: i.e., BELOW ELEVATION _(20 ADJ.) CUBIC YARDS NOTES, I. COMPLETE FOR ALL PROJECTS IT. COMPLETE ONLY IF PROJECT IS ADJACENT TO 100-YEAR FLOOD PLAN IV. ❑LO�,M��RREQUIRED VERIFIED BY: Fi1,(,(,Q(P.(CL) HARRIS COUNTY DUN 112111 MEL WAS Will I IN= 91 oM 5 • DESCRIPTION OF PROPERTY I. LEGAL DESCRIPTION: INTERP13RT DISTORUTION CENTER A SUBDIVISION OF87.908 ACRES (3,829,248 SO, FT.) TRACT OF LAND, LOCATED IN THE GEORGE B. MCKINSTRY LEAGUE, ABSTRACT NO. 47, HARRIS COUNTY, TEXAS ® NEW PLAT LOCATED IN THESE SURVEYS: THE GEORGE B. MCKINSTRY LEAGUE, ABSTRACT NO, 47 ❑ REPLAT OF RECORDED SUBDIVISION OR RESERVE KNOWN AS II. ADJACENT ROADS BAY AREA BOULEVARD III. JURISDICTIONS ❑ CITY OF HOUSTON ❑ CITY OF ® ETJ, CITY OF CITY OF LA PORTE - ® UTILITY DISTRICT: CITY OF LA PORTE ❑ OTHER: IV. HCAD ACCOUNT NOS. (ALL) 100-515-000-0038, 100-515-000-0550 NOTES L, III., IV., COMPLETE FOR ALL PROJECTS IT. COMPLETE ONLY IF PROJECT IS LOCATED ADJACENT TO A PUBLIC OR PRIVATE ROAD. HCPID SIGNATURE BLOCK PROJECT KNOWN AS: INTERPORT DISTRIBUTION CENTER WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW: ENGINEERING DIVISION BY INTERPOSE NO OBJECTION DATE BY AS TO PAVING AND OR DRAINAGE ONLY p � � PLATE T`�' `� ,%�1oQ7 BY TO LOCATION 0 S IN COUNTY RIGHT OF WAY DATE -2d��2 �7 gY AS TO STORM WATER QUALITY 5 DATE HAMS COUNTY FLOOD CONTROL DISTRICT INTERPOSE NO OBJECTION 01&;1Q BYJO iickw QCA1sdf� D 1aP DATE -7- Z3�o1 FOR ITEMS LOCATED OUTSIDE 01 HCFCD RIGHT-OF-WAY APPROVED: BY DATE FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT-W WAY APPROVED: BY DATE FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHr-OF-WAY ADDITIONAL COMMENTS: THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATA AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VALID FOR A MAXIMUM OF TWO YEARS. ENGINEER'S CERTIFICATION ii ',PjE.OF`Tfh9 ' ENGINEER IN THE STATE OF TEXAS DO HEREBY CERTIFY THAT THE PROFESSIONAL INFORMATION PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF * �t MY KNOWLEDGE. /......:...................... Bo WU 0 THE COMPLETED PROJECT CONSISTS OF DRAWING SHEETS 1 THRU 12 If Aw SYONAL F"�a� SIGNATURE DATE 0vk��z��� R E V I S I O N S DATE SHEET NO. DESCRIPTION ACKNOWLEDGMENT INTERPORT DISTRIBUTION CENTER 1009370 SHEET NUMBER VERSION 10.0 / REVISED NOTE "5. DESCRIPTION OF PROPERTY" / JAN. 3, 2006 0 w Z � cm G a � x 0 Z z �i a 0 o rc o 0 cr-z LLJ 0 z W a U LL O H O w m �p N > 0 J CO a ooW .ate uj W r-, com w� z z Z , O W � O m zOr G _ omj uJ- U Q O H W mm ,�¢I I 0 N 0 'a CO Or Q {- N ci CD BENCHMARK: FLOODPWN REFERENCE MARK NUMBER 010290 NOTESi FLOODPWN REFERENCE MARK NUMBER 010290 IS AN BRASS DISK STAMPED 010290 ON BRIDGE AT CHOATE ROAD AND A104-07-00; THIS TRACT UES IN ZONE -X- (UNSHADED) AND DOES NOT UE WITHIN THE 500-YEAR FLOOD PLAIN AS PER THE NATIONAL FLOOD INSURANCE EIEV.= 6.06' (NAND 1988, 2001 ADJUSTMENT) PROGRAM FIRM COMMUNITY PANEL MAP NUMBER 4820100945J, LATEST FAIRMONT PARKWAY AVAILABLE PUBLISHED REVISION DATE NOVEMBER 8, 1998. CURVE TABLE TEMPORARY BENCHMARK: THIS TRACT UES IN ZONE 5P (PARTLY SHADED) AND DOES NOT UE PROP -24 WITHIN THE 100-YEAR FLOOD PLAIN AS PER THE NATIONAL FLOOD S1M SWR O Q181% I N0. DELTA RADIUS LENGTH CHORD BRG. & DUST. TOP OF CHISELED SQUARE ON CONCRETE RAILROAD CROSSING, INSURANCE PROGRAM FIRM COMMUNITY PANEL MAP NUMBER NORTHEAST CORNER OF PROPERTY, AS SHOWN HEREON; JUNE 9, 2006. GWKVi LOCATED ON THE WEST SIDE OF BAY AREA BOULEVARD NEAR 4820100945L, LATEST AVAILABLE PUBLISHED PRELIMINARY REVISION DATE MNICTION i�X 4- TIT 1 18.59' (NAVD 1988, 2001 ADJUSTMENT) SKI „e„e 46t ATI OUALI Y OUTI FORat PIMPS AT FL-12-30\ Cl 41.411 416.59' 303 73' N 182453" E - 297.05' C2 3922'O6" 477.89' 28302' N 5859'10" E - 277.48' SOUTHERN PAC/Cnc F. DI AD86O93 770NH..O MPANY. PIPE WITHg �� T { 24� �Jil RAILROAD TRACKS SEE 1,14L4146 BE _--____- _ ES Ilia - - - P.P- 8 rr-------------"-,---- r ,_... ,,,.-...- ... N05I D LOPMENT COMP NY F1( ODN(. i 35' /PEL/NE EA S MENT CF. O. C56397 H.C.O.P.RR.P. Y� DETENTION - ...�r� NXf 4 WA1 SIDE SLOPE rs. CHANNEL O 0. • O.P" DEPT J / / -- - .- -. - -- -- .- -- �- P.P. .- -- - -- •- /J W.S,ELL-14H ..GG 630= 11.2 PC / / - 3 T. 6'= 1/. ENTERPRISES,,, o C1 - 281-470-4901 i 800-644-4773 -I THE LUBRIZOL CORPORATION W 1 F Called 237.103 P0?Acres I ¢ T.O.P. 3' 10.70 � Y I C All C563972, H.C.O.P. P. TgP (" fr - ° f 1 SAVE & Acres PROP INiET {A P - M P } ! I RILE EL-7 " SUB URFACE PIPELINES 1 1 RE14„ INLET B C.F. No. T329606, H.C.O.P.R.R.P. E(1 �p 1D.5 k6��� .ie" FL -I 1 T.O.P. 30" - .O 7 I TCw12.50 P FF = 11.1 y I' I TOP. 6" = 11.1 N 3M FL -I ( ¢' TENNESSEE GAS 1 ��H) 10.6 ��m'� TRANSMISSION COMPANYTO.P. 6" = 11.1 ! ! I I T.O. 6' 1 .3 -� 40' PIPELINE EASEMENT T.O.P. 6" = 11.0 i 40' ! I ( I -,.. _ /jyL' = i�,,, C.F. NO. C533722, 5. P. �-- Et m UNDEVELOPED WO DED TR CT jto L ----- ----- - - - - - - - - P 1 I N TENNESSEE CAS TRANSMISSION COMPANY / / i� } _ I 50' PIPELINE EASEMENT F. : ��� 0 's z 1 1'- I p CNO. C533723, HCOR P.R.P. / �� RKER m } PROPOS D O(S P. I .�': /USE ' BUIL DI G O_F PIP�p56-.--...,�-.®- >; E,¢.,....,. ,...®. �., �--m SF TOTAL AREA ¢8.()pt ! 0 I I _ P 2 A 8.12�'1 BD'('4Q.17•I.11,83}1,37 I 0.48 6 } U N D E V E§ O P E D TYPO O D E D a T R A C T 3 , 0.4 k 2 I . I N0p ,,�s°-�'�.SCI e n / � 1 P) 6" SUBSURFACE PIPEL/VIES �$7,� '" II .f•. N /-� 30" SUBSURFACE STANDARD PERMfT NOTES: Kw L � ! � E ! 1.4 } 1.4 } ®4 } } ! 1 1 f 4 I 1 / A CONTRACTOR TO OBTAIN ALL PERMITS REWIRED BY THE 'REGULATIONS OF HARRIS TEXAS FOR FLOOD PLAIN MANAGEMENT' PRIOR TO STARTING CONSTRUCTION. B.OWNER TO OBTAIN ALL PERMITS REWIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARING EX/SITNC ! i� w I I PUMP STATION i i �i� CONSTRUCTION OF UTILITIES AND/OR CULVERTS WITHIN HARRIS CWNTYS ROAD RIGHT-OF-WAY. S I I t LO.P. 30" = 11.0 i s� � 1 I T.0 P. 6" - 10.1 T.O.P. 6" - 10.2 I I T.O.P. 6" = 10.2 ELL USA, INC 'O' EASEMENT -fill NO. T329, 1 ( /� RAILROAD ]RACK HCO.P.R.R.P. I ( f twm CONTRACTOR SHALL CONTACT NORTHWEST HARRIS COUNTY M.U.D. NO. 24 DISTRICT OPERATOR (Mr. DON WHITE, ADVANTAGE WATER MANAGEMENT, 281-807-9500) AT LEAST 48 HOURS BEFORE STARTING CONSTRUCTION. ONLY THE DISTRICTS OPERATOR CAR OPERATE THE DISTRICT'S WATER DISTRIBUTION FAGLLTLS. ALL WATER TAPS ARE TO BE MADE BY AND THE METER SHALL BE INSTALLED BY THE DISTRICT'S OPERATOR. ALL SANITARY EWRER CONNECTIONS SHALL BE INSPECTED BY THE DISTRICT'S OPERATOR. ALL CONSTRUCTION SHALL COMPLY WITH THE DISTRICT'S RATE ORDER.' THE LU@RIZOL CORPORA RON 20' SERVICE EASEMENT THE LUBRIZOL CORPORA77ON Called 237.10-T Acres HI C.F. No. C563972, H.C.O.P.RR.P. SA I/E & EXCEPT 46.51 Acres C.F. No. T329606. H.C.O.P.R.R.P. n FOR: INTERPORT DISTRIBUTION CENTER PHASE 1-BUILDING ONE LE.I. JOB NO. 0656 DATE: 03-14-07 BY: OLY CHECK Ell BO WILL FREQUENCY 2 YEAR 5=75.01 d=16.2 e=0.8315 STAR From STAR To Drainage Area (acres) Iota! Drainage Area (acres) Runoff Coen. C Sum of CA Time of Cancen. To (Minutes) Inten sity I(In/ Hr) Total of Flows 0 (cls) Reach Length (Feet) Diameter or Rise (Inch) Slope (% ) Manning's „n„ Design Capacity Co (Cfs) Design Velocity (Ill 1 2 0.45 0.45 0.80 0.36 23.69 3.50 1.26 239 12 0.32% 0.011 2.38 3.03 2 3 0.42 0.87 0.80 0.70 24.76 3.42 2.38 219 12 0.32% 0.011 2.38 3.03 3 1 4 1 0.44 1.31 0.80 1 1.05 25.49 1 3.37 3.54 1 138 1 15 0.24% 0.011 3.74 1 3.05 4 5 1.40 2.71 0.80 2.17 26.92 3.28 7.11 107 24 0.13% 0.011 9.64 3.07 5 6 1.47 4.18 0.80 3.34 27.86 3.22 10.77 143 24 0.17°A 0.011 11.02 3.51 6 7 1.47 5.65 0.80 4.52 28.57 3.18 14,37 143 24 0.30% 0.011 14.64 4.66 7 8 1.47 7.12 OAO 5.70 29.13 3.15 17.92 150 30 0.14% 0.011 18.14 3.69 8 9 1.60 8.72 0.80 6.98 29.64 3.12 21.75 156 30 0.21% 0.011 22.21 4.53 9 10 1.60 10.32 0.80 8.26 30.08 3.09 25.53 156 36 10.11% 0.011 26.14 3.70 10 11 1.60 11.92 0.80 9.54 30.47 3.07 29.29 117 36 0.14"/° 0.011 29.49 4.17 11 12 1.54 13.46 0.80 10.77 30.81 3.05 32.87 178 36 0.18% 0.011 33.44 4.73 12 13 0.49 13.95 0.80 11.16 30.91 3.05 34.01 203 36 0.19% 0.011 34.36 4.86 13 14 0.48 14.43 0.80 11.54 31.00 3.G4 35.12 237 36 0.20% 0.011 35.25 4.99 14 JB1 0.50 14.93 0.80 11.94 31.10 3.04 36.28 207 36 0.22% 0.011 36.97 5.23 JB1 15 0.00 14.93 0.60 11.94 31.10 3.04 36.28 221 36 0.22% 0.011 36.97 5.23 15 DP 3.19 18.12 0.80 14.50 31.66 3.01 43.60 113 36 0.45% 0.013 44.74 6.33 Ell DP 0.00 14.60 0.80 11.68 31.03 3.04 35.52 132 36 0.30% 0.013 36.53 5.17 J83 J64 88 24 0.18% 0.013 9.60 3.06 JB4 MH 37 24 0.18% 0.013 9.60 3.06 Station to Side SlopeArea Drainage Runoff Time of Concen. Intensity Total of Flows Ditch Sect Manning's Design Design Station Slope %Capacity Coal Tc 1 0 -n. Velocity (acres) C (Minutes) (IN Hr) (cfs) FS BW BS Oc (cfs) (ffls) SEC A -A 3:1 0.20% 14.60 0.80 31.03 3.04 35.52 6.0 5 6.0 0.045 37.73 1.72 SEC B-B 3:1 0.10% 14.60 0.80 31.03 3.04 35.52 7.6 5 7.5 0.046 42.91 1.3E S 8839'15" w - 1,364c87' 0 i r- J PROP TYPE V MH 24a PL-10.30 R. OX Mr FL-10.30 rwo - d� ' GAS PIPELINE MARKER 800-J92-1965 ----------- PROP STM PUl SfATX81 (SEE PUMP SSqE{NTTI�IO{{N AL ON ACf(737'ONBPIPE LINE COMPANY 20' PIPELINE EA MPIIT II CF. NO. D2 „ R.R.P..P. 0.5��/�,.r�'i� T #• 8=11RCAL OOHS. NANURAL GROUND 0 200 400 EL-14.2 (APPROX.), TOP OF CONOUW 5.1' TD MAMAIN 36" MGpMIJIi CLEARANCE SCALE, 1'=200' PROM 0.101 ALL PIPELINES (SEE DWG E1.1) .= T. P. = 9.7 A LIE VAULT TYPE "C INLET E1 SWQMP PERMIT REQUIREMENTS: DITCH FL-10.60 (S) UPON COMPLETION OF CONSTRUCTION THE PERMANENT STORM WATER QUALITY I 3L:" (RCP) FL.1.30 FEATURE WILL BECLEANEDOF ALL SEDIMENT AND DEBRIS THAT MAY HAVE „ ACCUMULATED. ADDITIONALLY ALL DISTURBED AREAS RELATED TO THIS PROJECT WILL BE COMPLETELY STABILIZED. THIS WILL BE DONE PRIOR TO SUBMITTING AN EXIST AS "AS BUILT CERTIFICATE' AND CALLING FOR FINAL INSPECTION. HARRIS COUNTY BD, ENGINEERING WILL NOT PASS THE FINAL INSPECTION OR ISSUE THE CERTIFICATE 'WH OF COMPLIANCE UNTIL THE REQUIRED FINAL CLEANOUT AND STABILIZATION HAVE PMIT BEEN CERTIFICATE OF COMPLIANCE HAS BEEN ISSUED." easr 9• W.L xa r°- SWQMP SITE PLAN: CC I W11EP u & wA1°' `"` 1. 45 ACRES TO BE DEVELOPED• 2. 43 ACRES NOT TO BE DEVELOPED; 3. STRUCTURAL CONTROLS: w DRY DETENTION POND },, p NON-STRUCTURAL CONTROLS: h AN OPERATIONAL AND MAINTENANCE PRACTICE WILL BE APPLIED TO PREVENT OR REDUCE A POTENTIAL STORM WATER RUN-OFF CONTACT WITH POLLUTION CAUSING ACTIVITIES. THE OWNER WILL BE RESPONSIBLE FOR THE FOLLOWINGS: 1 A WASTE MATERIALS 1 I R. 0. ALL WASTE MATERIALSMATERIALSWILL BE COLLECTED AND STORED IN A SECURELY UDDED METAL DUMPSTER RETM FROM A CERTIFIED WASTER MANAGEMENT COMPANY. THE DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE HAULED TO A LANDFILL NO CONSTRUCTION WASTE MATERIAL WILL BE BURIED ONSTIE ALL PERSONNEL WILL BE INSTRUCTED REGARDING $ THE CORRECT PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE PRACTICES WILL BE POSTED IN THE OFFICE TRAILER AND THE INDIVIDUAL WHO MANAGES THE DAY-TO-DAY SITE OPERATIONS WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. 3 B. HAZARDOUS WASTE _0I NO HAZARDOUS WASTE IS EXPECTED TO BE GENERATED OR ENCOUNTERED, ALL HAZARDOUS mWASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE 1 U REGULATION OR BY THE MANUFACTURE THE INDIVIDUAL WHO MANAGES THE DAY-TO-DAY SITE OPERATIONS WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. LD 6aa.. c. SANITARY WASTE ALL SANITARY WASTE WILL BE CONNECTED TO THE PUBLIC SEWER SYSTEM AND �0 OPERATED BY AQUA SOURCE. D. LANDSCAPING PRACTICES LAWN CARE AND LANDSCAPING PRACTICES ARE USING NATIVE, LOW MAINTENANCE SPECIES, WHERE FEASIBLE TO REDUCE WATER AND ]FERTILIZATION. THE DRY DETENTION BASIN IS VEGETATED WITH NATIVE SPECIES OF PLANTS. FERTILIZERS AND HERBICIDES WILL BE APPLIED ONLY WHEN NECESSARY AND IN ACCORDANCE WITH CO MANUFACTURES SPECIFICATIONS. 4. DRAINAGE AREAS AND PATTERNS AFTER DEVELOPMENT ARE SHOWN ON THIS PLAN; S. MOST POLLUTANT WILL BE GENERATED IN PARKING AND LOADING AREAS; 6. ONE (1) 24' STORM SEWERS DISCHARGE STORM WATER TO PUSUC ROADSIDE DITCH OWNED BY HARRIS COUNTY AT NORTHEAST CORNERS OF PROPERTY; 7. NO OBVIOUS WETLANDS WERE OBSERVED ON THE PROJECT SITE 100-YR 25X GRAVITY IOO-YEAR WS.=14.00 FLOW VOWYE WAIIIt SURFACE=14.00 18.9E AC -FT HB=14.50 GRIVATY WSE-11.17 WATER QUALITY ouBET 3 1 i 3 (PERFORATED IS- PVC) BOTTOM ELEV.-8.5 757G WARPED WIRE M ESH EUEVI VOLUME 24.00' --j- VARIES --I- 2ACOF.: 50.f)D FOR TREATMENT TRASH RACK 1 AVG BOTTOM El NOTE, PRIVATE DETENT!(N POND TO BE OVIFD FWD OPERATED BY EIWNERS TOE ELSS.40 DETENTQN CALCULATION 18' FL=3.40 PROP 18" BIM DETENTION POND PROVIDED: (HOPE) O 0.45% AVE. AREA: 8.9280 AC, DEPTH TO DETENT: 7.5 FT n n STORAGE VOLUME: 66,9598 AC -FT CROSS SECTION A -A QEtFNTON SUMMARY: (N,T.S.) AREA SERVED= 87.9074 ACRES STORM WATER QUALITY FEATURE CALCULATION DETENTION STORAGE RATE=Cs= 0.75 ACRE-FEET/ACRE 81 HOLES OF DETENTION STORAGE MINIMUM VOLUME REQUIRED=65.9306 ACRE-FEET 1. TOTAL DRAINAGE AREA SERVED=87.9074 ACRES PERFORATED PIPE DETENTION STORAGE VOLUME PROVIDED= 66,9598 ACRE-FEET REQUIRED TREATMENT VOLUME: (RYP.) MAXIMUM DESIGN WATER SURFACE ELEVATION= 14.00 FT (2001 ADJ.) Vr=(0.5/12)X87.9O74=3.6628 AC -FT RESTRICTOR SIZE= 18 INCHES DESIGN POND SIDE SLOPE=3:1 BOTTOM AVE AREA TREAT6 AC, OL FT DEEP DETENTION 75% PUMPED VOLUME=0.75x65.9306=49.4460 ACRE-FEET' PROVIDED TREATMENT VOLUME: POND 25% GRAVITY FLOW VOLUME=0.25x65.9306=16.4827 ACRE-FEET Vp=7.7046 AC -FT ALLOWABLE OWARI E DISCHARGE-. - - - - 2. ORIFICE AREA TOTAL LENGTH FRONTAGE THE EXISTING DITCH = 1613.5E F<. DRAIN 50% OF WATER IN 24-HR ALLOWABLE DISCHARGE = 1613.5E x 0.0088 = 1161 CFS Ao=0.5Vp/(120.3xATx(aH ill =0.5x7.7046/(120.3x24x(1rn) =58.12 SQ-IN PROP 24' STH SWR 3. RISER HOLES CALCULATION: Ah=3.1416•R2 TAKE D=3 IN, R=1.5 IN Ah=3.14160(1.52 ) Ah=7.07 }a N=Ao/Ah=58.12/ 7.07=8.22 8-3"0 HOLES LOCATION RESTRICTOR SAY (ROUND DWON): N=8 8-3"0 HOLES OF PERFORATED PIPE OR EQUIVALENT COULD BE USED. QUTFALL RESTRICTOR DETAIL (NOT TO SCALE) NOTE: RESTRICTOR WILL BE A MINIMUM 5'-V OF 4 FEET IN LENGTH OR GREATER. - OUTFALL ORIFICE CALCULATIONS: 0 50% -- 1�" 1 2" 1 2" 1 0� O 50% ALLOWABLE DISCHARGE 0=14.20 CFS 0 = CA*((29h)-0.5) A = 0/(C•((29h)'b.5)) A = 14.20/(0.8*((2*32.2*1.5)^0.5)) A = 1.806 ;f3015" E.W. D = 2*(A/3.14)-0.5 OR BXBxW4.5%W4.SWWF D = 2*(1.806/3.14)-0.5 D=1.52 FT. USE 18' PIPE CROSS SECTION "B-B" ACTUAL OUTFALL RATE: DETETION BASIN PILOT CHANNEL Q = CA%2ghl (N.T.SI) Q = 13.90 CFS 16 14 --I PIPELINE �-- i ESMT 1 EXIST NG 16 14 12 EXIST 30" PIPELINES 12 (3) EXIST 6" PIPELINES 10 10 8 8 2' CLR 6 MIN 6 4 4 2 8' FIRE LINE 2 W/50' AUGER 0 0 CROSS SECTION "C-C" (N,T,S.) 16 14 -�-) PIPELINE (•- 1 ESMT 1 EXIST NG EXIST0" PIPELINES I 16 14 (3) EXIST 6" PIPEL NES 12 12 10 PROP 10 DETENTION 8 POND 8 PROP SWALE 6 2' CLR FL=10.60 6 MIN 4 4 2 2 0 0 PRO BRICK INLET E, 132'-36' STM E 'E' I Ell RIM -5.90 (RCP) O 0.30% DITCH FL- .60 (S) 36' -0.90 W/40' BORE & JACK 38" FL=1. (NW) CROSS SECTION "E-E" (N,T.S.) PROJECT SITE VICINITY MAP NO SCALE KEY MAP # 579 H&M GIMS # 6153d, 6152b ZIP CODE 77507 q... U.P. UTILITY POLE P.P. POWER POLE P.S. PARKING SPACE T.C. TOP OF CURB W.M. WATER METER I GUY ANCHOR W.V. WATER VALVE G.M. GAS METER F.N. FIRE HYDRANT G.I. GRATE INLET M.H. MAN HOLE C.O. CLEAR( OUT T.S. TRAFFIC SIGN I.R. IRON ROD I.P. IRON PIPE CH CHORD T.R. TOP OF RAIL C.F. CLERK'S FILE L.S. LIGHT STANDARD FL FLOWLINE FND. FOUND R.O.W. RIGHT-OF-WAY T.O.P. TOP OF PIPE P.T.P. PINCHED TOP PIPE G.I.P GALVANIZED IRON PI' SW6r SOUTHWESTERN BELL H.C.O.P.R.R.P. HARRIS COUNTY OFF RECORDS OF REAL I DRAINAGE AREA NO. DRAINAGE ACREAGE STORM SEWER SANITARY SEWER WATER UNE ---"--"-- DRAINAGE AREA LINE 16 14 12 I --� PIPELINE ESMi Exlsr NO I I I �- 1 I 16 14 12 (3) EXIST 6" PIPELINE$ EXIST 30" PIPELINES 10 10 8 8 2' CLR 6 MIN 6 4 P221,-3B"SIM 4 O 2 0.22x 2 113'-36' STM 0 W/40( BORE0 dr JACK TG-12.50 PROP BRICK INLET 36- FL-5.19 (SW) RIM EL-7.60 36- FL-2.61 (N) 31 FL-2.10 CROSS SECTION "D-D" <N.T,S.) 20' I I PIPELINE -1----I 16 ESMT W 16 p EXIST NG I I & z 14 I ( PROP 37'-24" 14 RCP STM SWR 12 O 0.18% 12 10 10 8 CUR 8 MIN 6 6 4 EXIST 4" PIPELINE 4 2 PROP JUNCTION BOX 4 2 24- FL-10.36 (S&E) 0 0 CROSS SECTION "F-F" (NIT.S.) CIVIL SITE PLAN H.C.F.C.D. P # 1009370 SHEET NO, 3 OF 12 PERMIT 03-28-07 CONSTRUCTION 04-16-07-- REVISION 2 05-11-07 NOTES THIS SURVEY WAS PROVIDE BY "PINNELL SURVEY, INC.- DATED DECEMBER 27, 2006 1215 WEST 19th. STREET HOUSTON, TEXAS 77008 Ph. (713) 880-0808, Fax. (713) 802-1221 TERPORT IN DISTRIBUTION CENTER LA PORTE, HARRIS COUNTY, TEXAS A PROJECT FOR FIRST INDUSTRIAL REALTY TRUST, INC ON ® Un Engonewh9l; once" 11806 WILCREST, SUITE 200 HOUSTON, TEXAS 77031 (281)530-3168 ° powers 1314 Texas Ave. brown. Suite 401 Houston, TX 77002 a r C 1 t 713.224.0456 e c t U r e 713.224.0457 fax OVERALL SITE PLAN & SWQMP SITE PLAN FOR INTERPORT DISTRIBUTION CENTER DRAWING NUT) OF TF90®1 it+/ ......... BO.. ..... ..,...1 WU .... moo`.• Pf84859�o:'�r.�s° ,�` • :CI STEM. y2 e t01�SS10NA1 F'�Ge ®7-17-97 7 } Ln V-4 '.. N zCO Ln CO FAIRMONT PARKWAY BENCHMARK: NOTE:' AUTHORIZATION NOTICE ISSUED BY HARRIS COUNTY PUBLIC THIS TRACT LIES IN ZONE -X- (UNSHADED) AND DOES NOT LIE WITHIN . N FLOODPLAIN REFERENCE MARK NUMBER 010290 THE 500-YEAR FLOOD PLAIN AS PER THE NATIONAL FLOOD INSURANCE FLOODPLAIN REFERENCE MARK NUMBER 010290 IS AN PROP 37'-24 RCP INFRASTRUCTURE DEPARTMENT -ENGINEERING DIVISION -PERMIT STM SWR A 0.ISX BRASS DISK STAMPED 010290 ON BRIDGE AT CHOATE OFFICE -REQUIRED PRIOR TO CONSTRUCTION OF UTILITY OR LEFT PROGRAM FIRM COMMUNITY PANEL MAP NUMBER 48201C0945J, LATEST ROAD AND Al STAMPED TURN LANES WITHIN HARRIS COUNTY AND HARRIS COUNTY FLOOD AVAILABLE PUBLISHED REVISION DATE NOVEMBER 6, 1996. 18" RESTRICTOR CONTROL DISTRICT RIGHT-OF-WAY. CONTACT HARRIS COUNTY PERMIT OFFICE (713) 956-3000. TRACT LIES IN ZONE "X' (PARTLY SHADED) AND DOES NOT LIE PROP JUNCTION BOY.4 ELEV.= 6.06' (NAND 1988, 2001 ADJUSTMENT) WITHIN THE 100-YEAR FLOOD PLAIN AS PER THE NATIONAL FLOOD W/ LEVEL CONTROLS 30' RCP FL 1a3o INSURANCE PROGRAM FIRM COMMUNITY PANEL MAP NUMBER FOR AUTOMATIC SHUT-OFF IF 0 RY A 48201CO945L, LATEST AVAILABLE PUBLISHED PRELIMINARY REVISION ROADSIDE WATER REACHES 12.30• rA SCUIHERN PAC117C 7RANS-ORRON COMPANY DATE JUNE 9, 2006. 24 FL-10.36 TB TOP OF CHISELED SQUARE ON CONCRETE RAILROAD CF Na 086793a N.CO.P.R.R.P. (SEEDUALLINTS THIS CROSSING, LOCATED ON THE WEST SIDE OF BAY AREA BOULEVARD NEAR NORTHEAST CORNER OF PROPERTY, x R.R. fL 30'RCP=f0.30 AS SHOWN HEREON; ELLV.= 18.59' (NAVD 1988, 2001 ADJUSTMENT) Bo FZ 30'RLP=1a30 SW-24" STM '` • • �� FL 30' RCP_11.00 - - N 877612' E - 1,154 46' (HOPE) A 0.1 - TYPE 'C' MH -- -- -- -- - - 2,C FL-10.30 (W) 30' FL-10.30 1,17i� - - - 1 0.� - _ 2-12• FlA FL 1 52 (s) 11` PROP T110 b• NiN) N 8775'45' E - - - _ -- - - - - - - - �- - li . - - - - - - -- _ _ - - , 1241• SWR (HOPE) O 24• FL•10 52 (H y'�i P Fl 3-11W (SON) FL-11.17, (3 CFS) FL-12.38 ( I ` CU CULVERT A 0.00X 50' BUILDING ONE 74.50 HB 14.50I5.50 TOE 5.63 x 30 FI.-1 .30 PROP •S'4•' • , GAS PIPELINE MARKER ` 0, PG J65, HC.D.R. � 14� BOO-392-l965 PRE TO PROP 2-20•-1?✓ / INTERCEPTOR 20' BERM TOE 8.9 PEER PRaHm oUn et � wI� / i I I F� .� SRICTURE 74.00 15.00 { RACK 11T/ 24' HOPE / (SEE Abb 0 PROP DETENTION POND '' AVG EL 6.5 _ _ _ _ 80.330,�) Oo (SEE MW TxMIP _ 11 TOE 7.6 W/3:1 SIDE SLOPE F, &00 - �.31►0. ( = STATION DERAIL ON RM'-RAP , 7.5' DEPTH T.O.P. 11.2 I �, 8) I ,3 i PROP 5• CONK, TOP. 6' = 11.3 5. - HOUSTON PIPE LINE COMPANY so o W.S.EL=14.00 LOP. " = 11.3 OEIENIION BARN TO.P. 6" = 111. / ZO' P/PEUNE EASEMENT 7:HNANNEL ® . / = '/ CF.. NO.. D210297, THE LUBRlZOL CORPORATION I IENNESSEE CAS A ISMlSSI OMPANY BERM / / PIPE H.CPROP IV WIDE Co/led 23 .103 Acres ENTERPRISE PIPELINE MARKER PROP DRAINAGEAVG EL 6.5 40' NE EASEMENT / VAUL Y C.F. No. C56397 , H. C.O. P.R. R.P. SWALE W/ 0.1 SLOPE - 281-470-4901 CF 533722. H.C.O.P.R.R.P. / /.- / 4 h FL-14,00 - 800-644-4773 / SAVE & EXCEP 46.51 Acres I FL 660 ta.5o / I (SEE DETAIL ON SHEET 11) C.F. No. T329606, H. C. 0. P.R. RP. I �i / / III 1 4 T.O.P. = 10.5 TOE 8.9 PROP Et ro.P = 10.1 TO-12.10 I ro.P = 9.7 FUTURE BOIL LNG PROP Q c T.O.P. 30"= 10.7 e // /// • FL-10.60� II � fb9 PROP 8RICK INLET B INTERCEPTOR 7o'Si Cn 38 FL-0.90 R ro.P 6' = 70 46"/ /"' / 36 FL 1.30 I 40' x` RIM EL-5.90 S`RrUCCTRmUmmEET.O.P. 6" = 11.2 ,tkj� / 6• • T.O.P. 6" = 10.8 /' 50' BUILD/NG LINE / • �/ VOL. 5920, PG 165, H. CDR. �, , PROP 13Z-38" SIM ( W/ 24 HOPE _ / / 1'!a� �F o (I Tti (RCP) O 0.30x SEE DETA ON I PROP RIP -RAP / 7p 5346 TO.P. 30"= 1J.0 �� Z ( w w/ 40' WRE & JACK SHEET 11 / N r.O.P. = 7 10 PROP BRICK 9NEi A TO / P = 11.1 W/ O.IOX SLOPE m III w• RIM -/ T.O.P. 6" = 11.1 m II r.0..P. 6' = 11.0 38' PROP 113'-38' FL-210 / / / -t 4.00 (( to / (3) 6- SUBSURFACE PIPELINES a W/ 40 BORE $ / / JO" SUBSURFACE PIPELINE TB 13.0 (I !99 10.6 0o T.O.P. 6" = 10.3 /.! / FO 14.0 SVIIALE TB 13.0 �' 10 83 I I C T.O.P. 6" = 10.2 / r �®� TEFL 12.5 W/ 13.0 DIM SLOPE ® FL 11.0 I I h T.O.P. 6" - 10. / / / I gri 'EXT 80' ASPH PMTPROP 221'-36 STU 10 TB 13.0(HOPE) A O215 1 N� �0 7P-13.00 P-13.00 30 FL-1 38- R.-2.6(5 lfh-14.00 TP-14.00 TP-13TP-13 80 TP-13.00 TC-1480 'SO 80 c� I i� TP=16.10 I TP-14.30 TH-13.70 TP-13.90 o- TP-15.90 135p 7P-I&70 1 � .80 e ' = B1 7P-I&77 I < 1850 30 FL-1 a 6 I TP-13.77 TP-13.77 13.90 5•5jA')2 JIINCTION 80X 1 x S 6 ,36_ FL-5.68 (SW 7P-1670 i! r. i:, a I1 TP-16.70 TC-1 TP-14.00 TIP-14.00 TIP-14.00 TP-14.� II TP-18 80 TP-14.00 TP-14.00 TP-14 TIP TP-14. TP-14. TP-17.00 / TP-113 ( TP-16.90 I 1yo"� ,6a° X / I£NNESS£E GAS TRANSMISSION OMPANY 50' PIPELINE EASEMENT TP®17.00 y'y 6 d ,r C.F. NO. C53372d HCO.P.RR.P. TP-17.00 0 h TC-17M 150' R.O.V TP-1ZOO® PROP r-36• SIM TG-16 00 1 TP- 7 00 ( A O= TG-18.00 PROPOSED 12• FL-13.00 (S) I o 38'-FL-6.14 (sNf ,3So BUILDING ONE5900 ( N 01 V0'4 50 W .56' ( F TIC-17.50 8 08 'a ? o 50 TO-17 FF 00 TP-17.00 TP-17.00 - m TP-16.80 TP-16.80 I zi 50' Building Line PROP 237'-38' STM '3 pp PROP 239'-12• SIM I m Vol. 5920, Pg. 165, H.C.D.R. " (HOEA DIM (HOPE) O 0.32% PRE W/0.2X 70-17.50 UNDEV PED WOODED . TP-17.00 ® II QLL N TP-17.00TO-1&00 PROP 2X-120 STM (HO12E) O 0% TG-16.00 120 FL-11.43 (W) 12" FL-12.24 (NOS) 2 I Q FL-11 50 (E)31r TG-13.00 FL-6•81 (SON 24• FL-8.88 (EO00 PROP 219'-12• SIM I I m TC-17 50 (HOPE) A 0.320 TIP-17.00 PROP 1S0'- SIM ti a PROP 203'-38• SIM (HOPE% 0 0 naw x I TG-7300 _ 17.50 TO-17.70 38• FL-7.48 (E&W) (HIOPE) A 0.14f6 TP-14.00 TP-14.00 TP-/7.00 I 4 CONTRACTOR IS TO PLACE HYDROMUCH SEEDINGS FOR THE ENTIRE DETENTION POND AND OTHER DISTURBED AREA AFTER FINAL GRADING HAS BEEN COMPLETED PROP 3-80'-300 RCP CULVERT A 0.00% PROP TYPE V INLET 30' FL-10.55 (SON) • TP-16.60 TIP-16.80 0 100 200 SCALE, 1'=100' PROPOSED PAVEMENT, CAR PARKING: 5' CAR DRIVE: 6' TRUCK PARKING: 7' TRUCK DRIVE: 7' TRUCK APRON: 7' PP PROJECT I SITE PERMIT 1 03-28-07 CONSTRUCTION 04-16-07 REVISION 2 1 05-11-07 R�d 6P 9V�9 V PR Tin V1 NOTES VICINITY MAP NO SCALE THIS SURVEY WAS PROVIDE BY "PINNELL SURVEY, INC." DATED DECEMBER 27, 2006 KEY MAP # 579 H&M 1215 WEST 19th. STREET GIMS # 6153d, 6152b HOUSTON, TEXAS 77008 ZIP CODE 77507 Ph. (713) 880-0808, Fox. (713) 802-1221 ELECTRICAL CABLE & CONDUIT TO CONNECT I -- PUMP STATION CONTROL PANEL�I (BY OTHERS) l °' WATERPROOF R THERMOPLASTIC JUNCTION BOX W/ a 4" CPLG FOR ELEC g CORD CONNECTORS „ FLOAT SWITCH PROP 24' 0 o HOPE STM c ALL PUMPS 0FFA2.30 ° % ONG72.30' (12.30'IS HALF FULL ° I I LEVEL OF ROADSIDE ( I DITCH) I ( n PROP 2e RCP SIM PROJE(."I TITLE FL=10.36 p o ° JUNCTION BOX 4 W/ LEVEL CONTROL DETAIL o INTERPORT v (N,T.S.) DISTRIBUTION CENTER LA PORTE, HARRIS COUNTY, TEXAS bO TB-13.0 �i NOTES: 1. 25' RADIUS IS DUE TO LARGE TRUCK ACCESS, 2. CULVERT SIZE AND GRADE TO BE CONFIRMED BY H.C. PCT. 2. 7 TC-14 TW-17.70 °o TP-u /- TP-13.7o I l6.80 TP-14.00 TP-14.00 7P-14.00 TIP-17.00 TP•74.00 TP-14.00 TP-14.00 TP-14.00 1890 18.80 " (TP-16.70 I 30• FL 10 70 TP-16.80 l 14 ( - _ N L- 16.70 a 18.80- TIP-1390 L �; O'O.IIX i 1 f 7 TP-13T/o PROP 143�-24• 13.905.80 I PROP YO• F91AC) W/10' TP-i8 ® ® t0 / TP-13.70 PROP O 03076 6 O 0.175 5 18 LINE 5fA8NQED BASE 3 I gp PROP 117'-38• 58'-30' 7P-1 ! I I 2 71 3) TG-15.70 12 TP-1 20 t 3 � 4 A TP-13.80 7 I 1+ I 75 80 PROP TYPE (SON) 38' FL-7.00� ' (�) I ( TPL13.50 I I TP-1400 TP-14.55 S PROP 3-80'-30" RCP 7P-15.90 x TIP-14.00 50ePC.1ss�-iH00 H.CDR.-414.00 I I�•70 CULVERT O 0.00% TP-7810 TP-14AO TP-14.00 70 �4\9FL-12.10 FL=.70 TP-14.00 _--- ------ - ge `-TP-15• - - - - - - - - - - - �-13•� OLD BARBED-WRE FENCE '(P-t 5,20 '. EXIST 16" COASTAL WATER a THE LUBRlZOL CORPORATION 70-13.00 • 24-R.-&62 (�) jO-15•SO AUTHORITY WATER LINE a TG-13.00 30• FL-7.65 FIr11.70 2 FL-10.00 (S) �F[L Called 237.103 Acres PTtOP 178_38 STM TG-13.00 24 FL-8.19 E) 36 FL-7.32 12 -11.53 (N) C.F. No. C563972, H. C. 0. P. R.R.P. (TOPE) O 0.1875 (• Fl -7.85 30' FL-7,98 (EOW) 30• HT -g 19 PROP 107'-24. STM (� SAVE &EXCEPT 46.51 Acres ( O 0.13X 15 FL-10.08 N N C.F. No. T329606, H.C.O.P.R.R.P. S 88V915 W - 1,364.87' � t P130t' 720 12 SIM Ex!ST s" W.L. THE LUBRIZOL CORPORA77ON W 0.25 SLOPE (HOPE) • 'ITT-13.00 WATER MAIN VAULT 3 c20' SERWCE EASEMENT 1 S FL-9_(E),� - - - - - ry - - - - - - �--------------PROP 738'-15' STM -------- (HOPE) 0 0.24X 6.0' 5.0' SECTION "A -A" <N,T.S.) PROP PROP SIWALE Wn0M A<F : PROP SWALE S3LOP1E WRCEUESRmCWM3P:1 7.W }- s.o' 17.0' SECTION "B-B" (N,T.S.) LEGEND: U.P. UTILITY POLE P.P. POWER POLE P.S. PARKING SPACE T.C. TOP OF CURB W.M. WATER METER G.A. GUY ANCHOR W.V. WATER VALVE G.M. GAS METER F.H. FIRE HYDRANT G.I. GRATE INLET M.H. MAN HOLE C.O. CLEAN OUT T.S. TRAFFIC SIGN I.R. IRON ROD I.P. IRON PIPE CH CHORD T.R. TOP OF RAIL C.F. CLERK'S FILE L.S. LIGHT STANDARD FL FLOWLINE FND. FOUND R.O.W. RIGHT-OF-WAY T.O.P. TOP OF PIPE P.T.P. PINCHED TOP PIPE G.I.P GALVANIZED IRON PIPE SWBT SOUTHWESTERN BELL TELEPHONE H.C.O.P.R.R.P. HARRIS COUNTY OFFICIAL PUBLIC RECORDS OF REAL PROPERTY ACCUMULATIVE DRAINAGE AREA IN ACRES ACCUMULATIVE FLOW IN CUBIC FEET PER SECOND ❑ INLET GRATE CIVIL SITE PLAN H.C.F.C.D. P # 1009370 SHEET NO. 4 OF 12 A PROJECT FOR FIRST INDUSTRIAL REALTY TRUST, INC DRAWN BY CHECKED SCALE 9R. Un C ng0neePBngI, Once 071 11806 WILCREST, SUITE 200 HOUSTON, TEXAS 77031 (281)530-3168 powers 1314 Texas Ave. brown. Suite 401 Houston, TX 77002 a r 1 t 713.224.0456 ecture 713.224.0457fax GRADING AND DT.AINAGE PLAN FOR INTERPORT DISTRIBUTION CENTER OF y�p�E TP9s0o0 0� W�........... ... .::... 84859C2 0040S IONAI. E�'a 7 17,*7 FAIRMONT PARKWAY �`"UtiGl`IIIVIV rV1w ��- 111 _ - _ W/3:1 SIDE SLOPE J - - - _ W.S.EL.=14.00 I 7ENNESSEE GAS TRANSMISSION COMPANY I i I ENTERPRISE PIPELINE MARKER 40' PIPELINE EASEMENT THE LUBRIZOL CORPORATION i 281-470-4901 C.F. NO. C533722, HC.O.P.R.R.P. / PIPELINE VAU I I Called 2310J Acres 800-644-4773 7. C.F. No. C563972, H. C.O.P. R.R.P. I / SAVE & EXCEPT 46.51 Acres C.F. No. T329606, H. C.O.P.R.R. P. 50' BUILDING LINE T.O.P. 30" = 10.7 VOL. 5920, PG D. 165, HCR. T.O.P. 6"=70 N 0 TOP. 1L2 FUTURE BUILDING I . 30" SUBSURFACE PIPELINE T.O.P. 6" = 10.8 �_ I (3) 6" SUBSURFACE PIPELINES / / "/ 7 53 ° FORCE N 4• SAN (BY MAN - I O1t1FRS (HC P/ 1010509 PROP SIN PUMP SiATKIN 8• Fl -1.10 (S) I C FORCE MAIN FL-14.00 11:O.P. 30" _ 10.6 T.O.P. 6" = 10.3 N" 2 a'S� / / PROP SAN MH 1 i T.O.P. 6' = 10.2 Ir FL�4.88 ($) I T.O.P. 6' - 10. / TG=t2.50 / 75 36" FL=5.19 (SW) PROP F.H. PROP F.H. / 36" FL=2.61 (N) PROP OR'0 0.44% �SQ / ,,R,,P �. _ _ - LINE 4 / FQ� LAB n• c�M 3 f"'� PROP 313'-W SIN 2 swR 01 0.44x 3a I I I I 9 912P W / UNCTION BOX 1 II III y / 35" FL=5.68 (S&NE) :. PROP B S6/ / FIRE LINE BPROP�SAN (wN3 / 1 PROP -8 SAN I / SmYR A a44x PROP SAN MH 2 / FL-4.50 9• Ftr4se (S.N&O / TEN'NESSEEE GAS ANSMISSION COMPANY (I CT NO. C533723, HCO.P.R.R.P. I 1 J TG=16.00 36" FL=6.14 (S&N) TG=16.00 12" FL=13.00 (S) I ' 4 PROPOSED BUILDING ONE e PRte �a 598,000 SF LINE FF=18.00 PROP 2' WATER MER7t W m FROP go FINE LINE 50' Building Line PROP 3 W.L. Vol. 5920, Pg. 165, H.C.D.R. PROP B• UNDEVELOPED WOODED TRACT ( ) FIRE LINE PROP W/v PRDM4WDMM' II TG=16.00 ( • " 12" FL=11.43 (W) 36" FL=6.61 (S&N) TG=16.00 12" FL=12.24 (N&S) 13 O PROp 8• TG=13.00 30" FL=7.65 (E) FIRE UK TG=13.0024" FL=8.62 (E&W) a Rom' �e 36" FL=7.65 (W) li I 3 .a - �F71 0 if •---e� {t �I' �I Ir If TG=13.00 VZaiI{' I`• TG=13.00 30" FL=7.98 (E&W) L0.00 (S) TG=13.00 15" FL-9.75 (E)'Z tr.., 24" FL=8.86 (E&W) 24" FL=9.00 (W} TG=13.00 TG=13.00 36' FL=7.48 (E&W) 24" FL=8.19 (E) 30" FL=8.19 (W} 6 o -6 36" F1 7.32 (E&W) 3 .n o 9 e - _ ennn u� - � LINE rc 1s( o 12 PRaP 8• _ - /5" FL=10.0 (W) U36" TG=15.70 FL=7.00 (E&N) Fff LINE PROP F.H. O PROP F.H 50' BL -- -- - PG lss, - WATER TANK -.-- _ o .moo PUMP 8• DOUBLE CHOCK ROOM _ _ _ BAt3Cf11AY L7 88259'15' W - 1, 384,87' ABLY a THE LUBRIZOL CORPORATION .S Called 237.10J Acres PROP TANK VALVE FIRE LINE C F. No. C563972, H. C.O.P.R.R. P. WADER MAIN VAULT e co SA VE & EXCEPT 46.51 Acres - - - - - m C. F. No. T329606, H. C. O. P. R. R. P. THE LUBRIZOL CORPORATION _- - - - _ - - - _ - _ - -- - _ - - _ - _ - 0 o SERVICE EASEMENT PLO, --- - - - -- --'- _ N-- _- - _- - -- .-- _- - -- _.- _- - _- _ __ - -- -- -- -- _. --- __ --- 3 PROJECT SITE p I � ,Ppq'D P 9vJ� T.O. Pp6 77 $Py v _ x y FL m, RCPs1030 a 30" RCP=1030 - LL 30?RCP_11.00-._.._.- - - H im GAS PIP£UNE MARKER �- 800-392-1965 HOUSTON PIPE LINE COMPANY 20' PIPELINE EASEMENT C.F. NO. D210297, / H.C.O.P.R.R.P. / (SEE DETAIL `A-) VICINITY MAP NO SCALE KEY MAP # 579 H&M GIMS # 6153d, 6152b ZIP CODE 77507 -Si 0 100 200 SCALES 1'=100' PERMIT 03-28-07 CONSTRUCTION 04-16-07 REVISION 2 05-11-07_____ NOTES THIS SURVEY WAS PROVIDE BY "PINNELL SURVEY, INC." DATED DECEMBER 27, 2006 1215 WEST 19th. STREET HOUSTON, TEXAS 77008 Ph. (713) 880-0808, Fax. (713) 802-1221 BENCHMARK: INTERPORT FLOODPLAIN REFERENCE MARK NUMBER 010290 FLOODPLAIN REFERENCE MARK NUMBER 010290 IS AN BRASS DISK DISTRIBUTION CENTER STAMPED 010290 ON BRIDGE AT CHOATE ROAD AND A104-07-00; LA FORTE, HAMS COUNTY, TEXAS ELEV.= 6.06' (NAND 1988, 2001 ADJUSTMENT) PROP JOW-8• SAN JLMPORARY BENCHMARK: SWR O 0.44x TOP OF CHISELED SQUARE ON CONCRETE RAILROAD CROSSING, LOCATED ON THE WEST SIDE OF BAY AREA BOULEVARD NEAR A PROJECT FOR NORTHEAST CORNER OF PROPERTY, AS SHOWN HEREON; PROP SM MH + ELEV.= 18.59' (NAND 1988, 2001 ADJUSTMENT) FIRST INDUSTRIAL 8• Flr1.58 (W3H) NOTES: REALTY TRUST, INC THIS TRACT LIES IN ZONE "X" (UNSHADED) AND DOES NOT LIE WITHIN THE 500-YEAR FLOOD PLAIN AS PER THE NATIONAL FLOOD INSURANCE PROGRAM FIRM COMMUNITY PANEL MAP NUMBER 48201 CO945J, LATEST AVAILABLE PUBLISHED REVISION PROJECT NO DATE NOVEMBER 6, 1996. DRAWN BY THIS TRACT LIES IN ZONE "X" (PARTLY SHADED) AND DOES NOT CHECKED LIE WITHIN THE 100-YEAR FLOOD PLAIN AS PER THE NATIONAL SCALE FLOOD INSURANCE PROGRAM FIRM COMMUNITY PANEL MAP NUMBER 48201CO945L, LATEST AVAILABLE PUBLISHED PRELIMINARY REVISION DATE JUNE 9, 2006. Un EngheeAngo ORC. 11806 VILCREST, SUITE 800 LEGEND: HOUSTON, TEXAS 77031 U P UTILITY POLE (281)530-3168 P.P. POWER POLE P.S. PARKING SPACE T.C. TOP OF CURB W.M. WATER METER 1314 Texas Ave. G.A. GUY ANCHOR powers W.V. G.M. WATER VALVE GAS METER HYDRANT Suite 401 brown. F.H. FIRE G.I. GRATE INLET Houston, TX 77002 M.H. MAN HOLE OUT h i t C.O. CLEAN TRAFFIC SIGN a r c 713.224.0456 T.S. I.R. IRON ROD I.P. IRON PIPE e c t u r e 713.224.0457 fax CH CHORD T.R. TOP OF RAIL C.F. CLERK'S FILE L.S. LIGHT STANDARD DRAWINGTITLE FL FLOWLINE FND. FOUND SANITARY SEWER AND R.O.W. T.O.P. RIGHT-OF-WAY TOP OF PIPE WATER MAIN LAYOUT P.T.P. G.LP PINCHED TOP PIPE GALVANIZED IRON PIPE FOR INTERPORT SWBT H.C.O.P.R.R.P. SOUTHWESTERN BELL TELEPHONE HARRIS COUNTY OFFICIAL PUBLIC DISTRIBUTION CENTER 1-B•x8• RECORDS OF REAL PROPERTY W/80X _ _-- nu AVIVTNC; NUMBER EXIST 16" COASTAL WATER AUTHORITY WATER LINE -EXIST 8" W.L. CIVIL SITE PLAN M,C,F.Ci.D. P # 1009370 SHEET NO, 5 OF 12 IMA-2-01W] F- z ZO Uj w I cc G -m a = w U Q z LL Z of O �: a E- O0 m CO w M U. w =O ( H ¢ ¢i p 8 �— COrl a = r, a r� W u, o z mrl ISSUE DATE DESCRIPTION IT.B. V. FAIRNONT PARKWAY PERMIT 03-28-07 CONSTRUCTION 04-16-07 PROJECT 20" REVISION 2 05-11-07 -------- SITE N 8726012E 1,154.46' -- -� N 8725'45' E 1,172.96 ._--- _--------------------------------------- eP1 PaEP GREEN BELT JB3 z — GREEN BELT _ y I I a FILTER DAM NOTES — — — VICINITY MAP — _ PROPOSED I =: NO SCALE THIS SURVEY WAS PROVIDE BY "PINNELL DETENTION POND — — /i I KEY MAP # 579 H&M SURVEY, INC." DATED DECEMBER 27, 2006 _ ..; II GIMS # 6153d, 6152b 1215 WEST 19th. STREET ZIP CODE 77507 HOUSTON, TEXAS 77008 Ph. (713) 880-0808, Fax. (713) 802-1221 �FBI ON I ao i THE LUBRIZOL CORPORATON i /i I R.P Called 237.103 Acres BENCHMARK: FLOODPLAIN REFERENCE MARK NUMBER 010290 reraF. No. C563972, H.C.O.P.R.R.P. �� ��i .R.#A VE & EXCEPT 46.51 Acres I � � � � i FLOODPLAIN REFERENCE MARK NUMBER 010290 IS AN BRASS DISK STAMPED 010290 ON BRIDGE AT CHOATE ROAD AND A104-07-00; C F No. T329606, H. C.O.P.R.R.P. FF ELEV.= 6.06' (NAVD 1988, 2001 ADJUSTMENT) 2 I TEMPORARY BENCHMARK: — Ar i TOP OF CHISELED SQUARE ON CONCRETE RAILROAD CROSSING, S i LOCATED ON THE WEST SIDE OF BAY AREA BOULEVARD NEAR a NORTHEAST CORNER OF PROPERTY, AS SHOWN HEREON; o TEMPORARY STOCK I i ELEV.= 18.59' (NAVD 1988, 2001 ADJUSTMENT) o PILE TOPSOIL FF III NOTES:" THIS TRACT LIES IN ZONE "X" (UNSHADED) AND DOES NOT LIE II / WITHIN THE 500-YEAR FLOOD PLAIN AS PER THE NATIONAL I ( rxisr SPH 60' ASPH FLOOD INSURANCE PROGRAM FIRM COMMUNITY PANEL MAP PINT PROJECT TITLE P b 48201 C0945J, LATEST AVAILABLE PUBLISHED REVISION DATE NOVEMBER 6, 1996. a 0 100 200 0 1� THIS TRACT LIES IN ZONE 'X" (PARTLY SHADED) AND DOES NOT LIE WITHIN THE 100-YEAR FLOOD PLAIN AS PER THE NATIONAL SCALES 1'=100' i FLOOD INSURANCE PROGRAM FIRM COMMUNITY PANEL MAP „ NUMBER 48201C0945L, LATEST AVAILABLE PUBLISHED o JB1 PRELIMINARY REVISION DATE JUNE 9. 2006. INTE"CIRT v III A DISTRIBUTIO-N CENTER === a ;, „ -- I I (I LA PORTE, HARRIS COUNTY, TEXAS NOTES a 0 1. CONTRACTOR SHALL BUILD A TEMPORARY STOCKPILE. A PROJECT FOR E (I n° 15 2. CONTRACTOR SHALL INSTALL FILTER FABRIC FENCE OR o I GREEN BELT ALONG PERIMETER OF THE PROJECT FOR FIRST INDUSTRIAL PROPOSED I STORM WATER PREVENTION. 1 BUILDING ONE I 3. CONTRACTOR SHALL TRANSPORT THE MATERIAL TO THE T MALTY TRUST, INC 8 SITE VIA BAY AREA BOULEVARD. 598,000 SF 4. CONTRACTOR SHALL KEEP THE STREET CLEAN OF MUD FF=18.00 I EVERY 14 DAYS AFTER 1/2" RAIN CARRIED BY 50'R.O.W. CONSTRUCTION VOR PROJECT NO 5. CONTRACTOR SHALL PROVIDE STABILIZED CONSTRUCTION B DRAWN BY ROADS AND EXITS AND REGULARLY INSPECT AND REPAIR o OR REPLACE COMPONENTS OF STABILIZED CONSTRUCTION CHECKED EXITS. o 6. CONTRACTORS SHALL REMOVE DEBRIS/SEDIMANT FROM SCALE STREET GUTTER EVERY WEEK OR WITHIN 24 HOURS OF o }• OR GREATER RAIN DURING CONSTRUCTION. ( SEE a 14 I i INSPECTION AND MAINTENANCE CHECKLIST) ® LOn 22nlgg nn vOngo One. " 10 I 11806 WILCREST, SUITE 200 HOUSTON, TEXAS 77031 4 I) (281)530-3168 " GENERAL CONSTRUCTION ACTIVITY II a ,f FI i' I� I� I� II n a 1. CONSTRUCTION OF INTERPORT DISTRIBUTION CENTER ON APPROXIMATELY_ 49.9778_AC._ OF LAND 1314 Texas Ave. /t/ 01VO'.��/ 2. TOTAL SITE AREA 87.9074 AC. - 37.9296 AC. UNDISTURBED powers g B � 849.56' 4 3 2 RUN OFF COEFFICIENT - 0.8 brown. 8 7 6 5 TYPE OF SOIL ON SITE - REFER TO GEOTECHNICAL REPORT u 9 13 n SITE LOCATION - REFER TO SHEET Al - AREA LOCATION • HoustoSuite n, TX 77002 'a h t u0 r c 1 SURFACE WATER FINAL RUN OFF - HARRIS COUNTY ROAD SIDE DITCH 713.224.045E v ° mB Fill NO WETLANDS ON SITE a Ci 6 u r e+ 713.224.0457 Fax 3 HAZ.MAT PROGRAM ON/IN SITE TRAILER.- REFER TO CONST. CO. 5mC Ya i DRAWING TITLE NO W 110 W. J o STORM WATER POLLUTION J , » , S 88'5915 W 1,3610 SITE INSPECTOR - O QUALIFlCATIONS - SITE MANAGER PREVENTION PLAN > u U INSPECTIONS ARE TO BE CONDUCTED ON SITE FOR INTERPORT _j EVERY 14 DAYS OR AFTER 12- OF m N. ANY III ITEMS NOTED MUSE BE LOGGED AND A�FOLLOW DISTRIBUTION CENTER 0 ----------------------------------------------------------------- 0 -UP WITH 7 DAYS SHOULD BE RECORDED. �� -------------------------- --------------------------------------- RECORDS ARE KEPT ON SITE W DRAWING NUMBER i 3 O ANY quESTION REGARDING THE EPA CONTACT a O'wv�`w� J E OF TF %%4 �qj+o® v - KENNETH L. AUBUCHON Q REGION 6 (281)-983-2151 <y�p ........... /� a THE LUBR/ZOL CORPORATION } ..:...............:..*.. �..........80.! !..........� C 4 W Called 237.103 Acres I o: s �O P°� 9F��S•'IE��`' c C.F. No. C563972, H. C.O.P. R.R.P. ;Pl R FS GN A N n SA IE & EXCEPT 46.51 Acres C.F. No. T329606, H.C.O.P.R.R.R m CIVIL SITE PLAN 0 S� 6� � \\ONAL�^®� H.C.F.C.D. P # 1009370 SHEET ND, 6 OF 12 I I i ON THE LUBRIZOL CORPORATION R,l? Called 237.103 Acres raF. No. C563972, H. C.O.P.R.R. P. .R.#AI/E & EXCEPT 46.51 Acres I C.F. No. T329606, H. C.O. P.R. R.P. I I I I 81Z/ 5 65*5 / / N 01 VO'45" W 849.56' IPROPOSED DETENTION POND I I / - PROP F.H. / 7=7— PROP F.H. 0-- - PROP 26' FIRE ACCESS PROP ACC= %//� PROPOSED BUILDING ONE 598,000 SF FF=18.00 PROP 24' FIRE ACCESS F.M. a P F.H. TB ' / PROJECT SITE Rp'9d �•j9 PQE,P gP� m c x V1 VICINITY MAP NO SCALE KEY MAP # 579 H&M GIMS # 6153d, 6152b ZIP CODE 77507 !lyii III h W III I O^II A II 4 h �II I I EXIST 80' ASPH PWT• II 0 100 200 SCALE, 1'=100' S 8839'15" W r,364.87'--J ---------------------------------------------------- ------------------------------------ THE LUBRIZOL CORPORATION Called 237.103 Acres C.F. No. C563972, H. C.O.P.R.R. P. 5'AVE & EXCEPT 46.51 Acres C.F. No. T329606, H.C.O.P.R.R.P. BENCHMARK: FLOODPLAIN REFERENCE MARK NUMBER 010290 FLOODPLAIN REFERENCE MARK NUMBER 010290 IS AN BRASS DISK STAMPED 010290 ON BRIDGE AT CHOATE ROAD AND A104-07-00; ELEV.= 6.06' (NAVD 1988, 2001 ADJUSTMENT) TEMPORARY BENCHMARK: TOP OF CHISELED SQUARE ON CONCRETE RAILROAD CROSSING, LOCATED ON THE WEST SIDE OF BAY AREA BOULEVARD NEAR NORTHEAST CORNER OF PROPERTY, AS SHOWN HEREON; ELEV.= 18.59' (NAVD 1988, 2001 ADJUSTMENT) NOTES: THIS TRACT LIES IN ZONE "X" (UNSHADED) AND DOES NOT LIE WITHIN THE 500—YEAR FLOOD PLAIN AS PER THE NATIONAL FLOOD INSURANCE PROGRAM FIRM COMMUNITY PANEL MAP NUMBER 48201CO945J, LATEST AVAILABLE PUBLISHED REVISION DATE NOVEMBER 6, 1996. THIS TRACT LIES IN ZONE 'X" (PARTLY SHADED) AND DOES NOT UE WITHIN THE 100—YEAR FLOOD PLAIN AS PER THE NATIONAL FLOOD INSURANCE PROGRAM FIRM COMMUNITY PANEL MAP NUMBER 48201CO945L, LATEST AVAILABLE PUBLISHED PRELIMINARY REVISION DATE JUNE 9, 2006. jiffAil PROP 20' FIRE ACCESS hm ** CURBS LOCATED ON EITHER SIDE OF A FIRE LANE SHALL BE PAINTED RED OR A RED STRIPE SHALL BE PLACED ALONG THE PAVEMENT WHERE THERE IS NO CURB. WHERE A FIRE LANE PASSES BETWEEN HEAD —IN PARKING SPACES, THE RED STRIPE SHOULD BE PLACED ALONG THE REAR OF THESE SPACES CLEARLY DEFINING THE FIRE LANE. PAINTED CURBS AND FIRE LANE STRIPES SHALL ALSO BE CONSPICUOUSLY AND LEGIBLY MARKED WITH THE WARNING "FIRE LANE —TOW AWAY ZONE' IN WHITE LETTERS AT LEAST THREE (3) INCHES IN HEIGHT, AT INTERVALS NOT EXCEEDING (50) FEET. WHERE FIRE LANES ARE CLEARLY DEFINED BY CURB/PAVEMENT STRIPING, FIRE LANE SIGNS ARE NOT REQUIRED. FIRE LANE SIGNS SHOULD BE PLACED EVERY (75) FEET ALONG ANY FIRE LANE WHERE PAVEMENT OR CURB STRIPING IS NOT PRACTICAL PERMIT 03-28-07 CONSTRUCTION 04-16-07 REVISION 2 05-11-07 CIVIL SITE PLAN H.`i/+ .fC .C.D. P # 1009370 1 SHEET NO, 7 OF 12 THIS SURVEY WAS PROVIDE BY "PINNELL SURVEY, INC." DATED DECEMBER 27, 2006 1215 WEST 19th. STREET HOUSTON, TEXAS 77008 Ph. (713) 880-0808, Fax. (713) 802-1221 INTERPORT DISTRIBUTION CENTER LA PORTE, HARRIS COUNTY, TEXAS A PROJECT FOR FIRST IND (JSTRIAL REALTY TRUST, INC Ems 103 Un C g��c�c�Pa ige ��60 11806 V&CREST, SUITE 200 HOUSTON, TEXAS 77031 (281)530-3168 powers 1314 Texas Ave. brown. o w n* Suite 401 Li Houston, TX 77002 a r e 1 713.224.0456 e c t u. r e 713.224.0457 fax LWING TITLE FIRE LINE ACCESS PLAN FOR INTERPORT DISTRIBUTION CENTER OF TF9®'0 *y: ' N rr .................... *• o 84859 C J o' 114�AV v 0NA►. EOOF -C PROP 88 LF-24" STM SWR (HOPE) ® 0.18% TO PROP JUNCTION BOX 4 ® - PROP JUNCTION BOX 3 PROP 54 LF-18" GRAVITY STM SWR (HOPE) ® 0.22% W/8" RESTRICTOR 10' 10'- 6' CHAIN LINK ELECTRIC FENCE WITH CONTROL PROP FLAP VALVE ALUMINUM STRIP PANEL SHIELDING 4" VENT I I-12" FORCE MAIN 12" FORCE MAIN PROP 18" RETURN -LINE BACK TO POND ` PER HC REGS PROP. 2-4' WIDE C AIN LINK FENCE GATES PROP 72 LF-18" STM SWR (HOPE) ® 0.457. (FROM DETENTION POND) NOT TO SCALE 0 2m 20'X20' PUMP STATION SITE 4" GALVANIZED VENT f W/ S.S. BIRD SCREEN PROP JUNCTION BOX 3 p WITH FLOW SWITCH I N ELEV. 15.00 a•. ;..°. g" MIN. PROP 24" STM 10' PRECAST SWR (HOPE) MANHOLE WITH °"- FL=10.52 PROP 12" FORCE MAIN FLAT BASE FLAP VALVE FL 12"=11.52 EL=11.17 - ALL PUMP STOP PROP 18" GRAVITY EL=9.55 LAG PUMP START STM SWR (HDPE) FL=11.05 *, PROP INTERMEDIATE GUIDE BAR BRACKET GALVANIZED RETURN LINE NE VENT GUIDE FL=12.38 RAILS I v e, - O a 00 e' EL.= 2.79 LEAD PUMP START/LAG _ PUMP STOP ° FL 18"=3.08 : m s a a ym . 12" DUCTILE PROP CHECK VALVE IRON PIPE 0 PUMP EL.= -2.03 LEAD PUMP STOP 0 N a o EL.= -3.0 N e d m 4" DIA. HOLES FILLED WITH GROUT CEMENT STABILIZED SAND N SECTION A -A N c (NOT TO SCALE) NG=14.50 STORM WATER LIFE' STATION DESIGN MODEL IMPELLER FLYGT PUMP N-3153 OR APPROVED EQUAL PACKAGE INCLUDES 187 PUMPS, GATE & CHECK VALVES GUIDE BARS,LIFTING CHAINS, ELECTRICAL CONTROL SYSTEM AND ALL NECESSARY ACCESSORIES. STRUCTURAL CONSTRUCTION NOTES: I. STRUCTURAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARRIS COUNTY UNIFORM BUILDING CODE, LATEST EDITION. 2. CONCRETE SHALL BE SUPPLIED AND POURED IN ACCORDANCE WITH HARRIS COUNTY BUILDING CODES AND ACI-310 LATEST EDITION AND SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 3. CONCRETE AGGREGATES SHALL BE IN ACCORDANCE WITH HARRIS COUNTY BUILDING CODES AND ASTM C-33 LATEST EDITION. 4. CONCRETE SHALL BE POURED DIRECTLY FROM TRUCKS OR PUMPED IF NEEDED. 5. WATER SHALL NOT BE ADDED TO CONCRETE AT THE JOB -SITE UNLESS APPROVED BY THE ENGINEER. IF MORE PLASTICITY IS NEEDED. CONTRACTOR SHALL SUBMIT ALTERNATE CONCRETE DESIGN FOR APPROVAL BY ENGINEER PRIOR TO APPLYING IT ON THE JOB SITE. 6. CONCRETE SHALL NOT BE PLACED AT TEMPERATURES BELOW 40 DEGREES FAHRENHEIT. IN RAINY WEATHER OR IN OTHER ADVERSE WEATHER CONDITIONS. 7. REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 WITH DEFORMAjIONS PER ACI-318 LATEST EDITION. 8. WHERE FIELD SPLICES IN THE CONTINUOUS REINFORCING OCCUR. BARS SHALL BE LAPPED AT A DISTANCE OF 30 TIMES THE BAR DIAMETER OR AS SHOWN ON PLANS. 9. WET WELL BASIC DESIGN: PROVIDE 10 FT. DIA. CONCRETE WET WELL (ASTM C478 ) AS SHOWN ON PLANS WITH 1.5 FT THICK CONCRETE BOTTOM SLAB. W CODE PUMP TYPE NP QUANTITY 2 CAP=7.41 VOLTAGE 460 PUMP STATION CALCULATIONS 1. FLOW DETERMINATION: ACTUAL DETENTION VOLUME REQUIRED= 2871935 CF 75% PUMPING ALLOWED TOTAL PUMPING VOLUME: 0.75 X 2871935 CF = 2153951 CF PUMPING IN 3 DAYS: FLOW RATE : 2153951 / (60X6OX72)= 8.31 CFS= 3730 GPM NO PROPOSED STANDBY PUMP AND PROPOSE TO USE TWO PUMPS EACH PUMP FLOW RATE= 4.155 CFS = 1865 GPM 2. FORCE MAIN PIPE SIZE SELECTION: TRH' .12 INCH: 4.155 / (3.14/4) X (12/12)' = 5.29 FPS ...O.K. 3. PIPE LENGTH: 20' + 14.52' =34.52 FT FRICTION LOSS: 0.6802 X 34.52 / 100= 0.235 FT 2 LONG RADIUS 90' ELBOW= 0.13 X 5.29' / (2X32)= 0.057 FT LIFT AT 7.12 FT TOTAL HYDRALIC HEAD REQUIRE: 7.12 + 0.235 + 0.057= 7.412 FT NOTES: CONTROL PANEL -PUMP MANUFACTURER'S DUPLEX MULTI-TRODE CONTROL AND ALARM SYSTEM DESIGNED TO FUNCTION WITH PUMPING UNITS, FACTORY WIRE AND TESTED. CONTROLS TO AUTOMATICALLY START AND STOP PUMPING UNITS AND PERMIT MANUAL OPERATION AT THE PANEL THE CONTROL PANEL SHALL BE UL 508 SERIALIZED. CONTROLLER DESCRIPTION MICROPROCESSOR BASED, INTELLIGENT PUMP CONTROLLER WITH PRE -CONFIGURED PUMP CONTROL LOGIC AND FAULT HANDLING THE PUMP CONTROL EQUIPMENT SHALL BE MULTITRODE MULTISMART MODEL MSM3PC-C. SPECIFICATION SECTION 11308, SUBMERSIBLE STORMWATER PUMP STATION, WHICH IS IN CSI FORMAT, WILL BE PROVIDED SEPARATELY TO DISCUSS DERAILED PUMP AND CONTROL SPECIFICATION. FLOW IN GPM PUMP OPERATION CURVES (NOT TO SCALE) CIVIL SITE PLAN H.C.F•C•D• P # 1009370 SHEET NO. 8 OF 12 PERMITM04-16-07 CONSiRUCTfONREVISION 2 THIS SURVEY WAS PROVIDE BY "PINNELL SURVEY, INC." DATED DE;EMBER 27, 2006 1215 WEST 19th. STREET HOUSTON, TEXAS 77008 Ph. (713) 880-0808, Fax. (713) 802-1221 INTERPORT DISTRIBUTION CENTER E LA PORTE, HARRIS COUNTY, TEXAS N 10 0 A PROJECT FOR o a 0 FIRST INDUSTRIAL [I REALTY TRUST, INC DRAWN BY CHECKED _ SCALE L tCi O C13071 UW [ I�g�l> c�c�P61;�go �(111160 11806 WILCREST, SUITE P00 HOUSTON, TEXAS 77031 v 6P81)530-3168 " v u a powers 1314 Texas Ave. o brown. Suite 401 � Houston, TX 77002 a r C h i It 713.224.0456 e c t u r e 713.224.0457 Fax STORM PUMP STATION DETAILS S.OF .. 9111 s� 84859 ....84859....' � 1i�^E ➢FC1 STF;R.`. i SS/ONAL EaG a 90' ELBOW -� CONC THRUST BLOCK WET WELL &AIR CELL MH �_ TEE AIR RELEASE VALVE & PIPING --� INSTALL PRESSURE TRANSMITTER ROSEMONT MODEL NO. 1151DP OR APPROVED EQUAL, ON HEADER 4" FORCE MAIN AIR RELEASE VALVE & PIPING CONC THRUST BLOCK -\ J J W {T, tV w -- 10'-0" a 14 1/2"0 CLEAR OPENA w U I B cal PLUG VALVE I o.a r CHECK VALVE ImIm riiii��am U RESTRAINED FLANGED COUPLINE ADAPTOR (TYP) PLAN VIEW OF PUMP STATION NOT TO SCALE RESTRAINED FLANGED COUPLING ADAPTOR SLEEVED WET WELL PENETRATION rAIR CELL ASSY & MH I r WEf WELL VENT PROP 8" SAN SRW 0 0.44% PUMP ACCESS HATCH WITH 30" X 42" CLEAR OPENING OR AS REQ'D BY SELECTED PUMP MANUFACTURER I'1 0 FOR PUMP ACCESS HATCH WITH PROVIDE A SAFETY NET SYSYEM, "HATCH NET" OR APPROVED EQUAL. 4" FORCE MAIN INV J ELEV =14.00 CONC THRUST BLOCK TOP OF SLAB EL =17.00 • ; FIN GRADE ° -H d ADJUSTABLE PIPE SUPPORT SLEEVED SLAB PENETRATION -- __ • a 90' ELBOW, TYP 4" WALL PIPE FL =14.00 e ' .•.. : • a AIR CELL SUPPORT/GUIDE ° e 5'-0" 0 y 0 • DISCHARGE PIPING SUPPORT, TYP d• I <.. V a. HIGH WATER ALARM 2.33 - •'.:d I - , ' d LEAD PUMP ON 0.80 - `• ': AHea.d dj LEAD PUMP OFF -0.73 - •: - PROVIDE BLOCK -OUTS IN CONCRETE FILLETS FOR CLEARANCE AROUND AIR CELL ANCHOR ROD RECEPTACLE °'. • ° " ^'. a*A. SECTION A -A (NOT TO SCALE) CABLE HOLDER VENTING ENTRY INTO WET WELL SUPPORT GUIDE BARS USING 316L SS INTERMEDIATE GUIDE BAR BRACKETS INSTALLED IN ACCORDANCE W/ SELECTED PUMP MANUFACTURER'S REQUIREMENTS FOR PUMP LIFTING & CABLING 8" INFLUENT ENTRY ELEV = 1.10 ELEV = -1.80 SANITARY SEWER LIFT STATION DESIGN MODEL IMPELLER CODE PUMP TYPE QUANTITY CAPACITY(GPM) TDH(FT) MOTOR HP VOLTAGE FLYGT PUMP M-3127 OR APPROVED EQUAL PACKAGE INCLUDES 195 N 2 145.7 PUMPS, GATE & CHECK VALVES GUIDE BARS,LIFTING CHAINS, 58.5 7.5 460 ELECTRICAL CONTROL SYSTEM AND ALL NECESSARY ACCESSORIES. W a a w U SLEEVED TOP SLAB PENETRATION SECTION B -B (NOT TO SCALE) STRUCTURAL CONSTRUCTION_ NOTES: 1. STRUCTURAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARRIS COUNTY UNIFORM BUILDING CODE, LATEST EDITION. 2. CONCRETE SHALL BE SUPPLIED AND POURED IN ACCORDANCE WITH HARRIS COUNTY BUILDING CODES AND ACI-310 LATEST EDITION AND SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 3. CONCRETE AGGREGATES SHALL BE IN ACCORDANCE WITH HARRIS COUNTY BUILDING CODES AND ASTM C-33 LATEST EDITION. 4. CONCRETE SHALL BE POURED DIRECTLY FROM TRUCKS OR PUMPED IF NEEDED. 5. WATER SHALL NOT BE ADDED TO CONCRETE AT THE JOB -SITE UNLESS APPROVED BY THE ENGINEER. IF MORE PLASTICITY IS NEEDED. CONTRACTOR SHALL SUBMIT ALTERNATE CONCRETE DESIGN FOR APPROVAL BY ENGINEER PRIOR TO APPLYING IT ON THE JOB SITE. 6. CONCRETE SHALL NOT BE PLACED AT TEMPERATURES BELOW 40 DEGREES FAHRENHEIT. IN RAINY WEATHER OR IN OTHER ADVERSE WEATHER CONDITIONS. 7. REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 WITH DEFORMATIONS PER ACI-318 LATEST EDITION. 8. WHERE FIELD SPLICES IN THE CONTINUOUS REINFORCING OCCUR. BARS SHALL BE LAPPED AT A DISTANCE OF 30 TIMES THE BAR DIAMETER OR AS SHOWN ON PLANS. 9. WET WELL BASIC DESIGN: PROVIDE 5 FT. DIA. CONCRETE WET WELL (ASTM C478 ) AS SHOWN ON PLANS WITH 1.5 FT THICK CONCRETE BOTTOM SLAB. FLOW IN GPM PUMP OPERATION CURVES (NOT TO SCALE) PUMP STATION CALCULATIONS 1. FLOW DETERMINATION: OFFICE/WAREHOUSE 1,300,000 SF 15% OFFICE 195,000 SF 85% WAREHOUSE 1,105,000 SF SERVICE UNITS (SU) OFFICE 195,000 SF X 0.000335 SU/SF = 65.325 SU WAREHOUSE 1,105,000 SF X 0.000096 SU/SF = 106.08 SU TOTAL SERVICE UNITS = 171.405 SU FLOW = 315 GPD/SU X 171.405 SU = 53992.575 GPD TOTAL DESIGN FLOW = 53992.575 GPD X 4 = 215970.3 GPD = 0.2159 MGD = 150 GPM = 0.3342 CFS 2. FORCE MAIN PIPE SIZE SELECTION: TRY 4 INCH: 0.3342 / (3.14/4) X (4/12)$ = 3.83 FPS ...O.K. 3. PIPE LENGTH: 19' + 32' (WROUGHT IRON) + 3178 (PVC) = 3229 FT FRICTION LOSS: 1.33X 4+1.22X=0.42+38.77=39.19FT 7 LONG RADIUS 90' ELBOW= 7 X 0.22 X 3.83 2 / (2X32) = 0.35 FT LIFT AT 19 FT TOTAL HYDRALIC HEAD REQUIRE: 19 + 0.42 + 38.77 + 0.35 = 58.54 FT STORAGE VOLUME (V) = T MIN x o = I MIN�GPM = 225 GALLONS = 30.08 CF USE 5' DIAMETER WET WELL, AREA = 19.635 SF A H = 30.08 CIF / 19.635 SF = 1.53 FT NOTES: CONTROL PANEL -PUMP MANUFACTURER'S DUPLEX MULTI-TRODE CONTROL AND ALARM SYSTEM DESIGNED TO FUNCTION WITH PUMPING UNITS, FACTORY WIRE AND TESTED. CONTROLS TO AUTOMATICALLY START AND STOP PUMPING UNITS AND PERMIT MANUAL OPERATION AT THE PANEL. THE CONTROL PANEL SHALL BE UL 508 SERIALIZED. CONTROLLER DESCRIPTION MICROPROCESSOR BASED, INTELLIGENT PUMP CONTROLLER WITH PRE -CONFIGURED PUMP CONTROL LOGIC AND FAULT HANDLING THE PUMP CONTROL EQUIPMENT SHALL BE MULTITRODE MULTISMART MODEL MSM3PC-C. SPECIFICATION SECTION 11308, SUBMERSIBLE STORMWATER PUMP STATION, WHICH IS IN CSI FORMAT, WILL BE PROVIDED SEPARATELY TO DISCUSS DERAILED PUMP AND CONTROL SPECIFICATION. CIVIL SITE PLAN H.C•F•C.D. P # 10093701 SHEET NO, 9 OF 12 PERMIT 03-28-07 CONSTBUMON 04-15-07 REVISION 2 05-11-07 THIS SURVEY WAS PROVIDE BY "PINNELL SURVEY, INC." DATED DECEMBER 27, 2006 1215 WEST 19th. STREET HOUSTON, TEXAS 77008 Ph. (713) 880-0808, Fax. (713) 802-1221 INTERPORT DISTRIBUTION CENTER t LA PORTE, HARRIS COUNTY, TEXAS N O 0 A PROJECT FOR w O FIRST INDUSTRIAL REALTY TRUST, INC DRAWN BY o CHECKED O SCALE O n ® Lin Engheevonga Rco 11806 WILCREST, SUITE 200 HOUSTON, TEXAS 77031 v C281)530-3168 powers 13.4 Texas Ave. brown. Suite 401 Houston, TX 77002 a r c h i t 713.224.0456 e C t u r e 713.224.0457 fax 1WING TITLE SANITARY PUMP STATION DETAILS e OF ...................... C7 4 1�It3/ ONAL 1-* T7' Z` '07 E— � z z D[ LIJ V LL 5 O I) w DO [p it I 0 J f CO cc p Lu cc Way z m ,-H 1. SET POSTS AT REQUIR p ?,61CING AND 2- ATTACH FILTER FABRIC TO POSTS AND INSTALL DEPTH. EXCAVATE A 6 x 6 TRENCH IT INRO THE TRENCH. BKCKFILL THE TRENCH AND UPSLOPE ADM THE LINE OF POSTS. COMPACT THE EXCAVATED SOIL jili, n . EXTENSION OF FABRIC INTO TRENCH. FILTER FABRIC FLOW �LPACTI>) °a t-- '1 MIN. .V 1-24ERAL NOTES. 1. SET ••+TS AT 4-FEL7 MAXMUM SPACING. h I- 1] ]I FENCE -,- USED, YYF POST MAY BE INCRE60 TO 8 FEETMAXIMUM. WHEN 1 SECTIONS OF FILTER FABRIC ADJOINOTHER. OVERLAPY ]. AT THE POST. FOLD TOGMER, AND ATTACH TO THE POSM 3. REMOVESEDIMENT DEPOSITS •+• a DEPTH r E ONE-7111RD OF o f OF SYMBOLTHE FENCE. FLIER FABRIC FENC 1. 83T POSTS AT BZQUDi!l9S'ACING AND 2. SECUB6 MESR IANCDNG TO POSTS DBPnL Z=VATE 8' z 8'TRENCH DPSLOPS ALONG THE TINE OF POSTS. GALVANIZZD VELDED VER MOM OR _P'. mmnmr I -4SI �EODtVMM TO SUPPORT PRM FABSIC h] a' NDTES:* 1. CONSTRUCT THE IN ACCORDANCE WITH THE DIMENSION9 SHOW ON THE CONSTRUCTION•DRAWINGS. 2. SET Top WIDTH OF EMBANKMENT AT 2 F ounEr • • STABILIZED AREA 4. REMOVE SEDIMENT DEPOSITS WHEN SILT REACHES ONE-THtRD TRfAP DEPTH. SDIL WITH APPROPRIATECONTROL 11 HYDROMULGH :1 LLI WIN SECTION A —A PJ.AN Sm MMIFORM FUM FAST= RAmmm DSTADC POR FamurmCED IA6m FABRIC RASSITIM Rzquu mm vARMS _ 1/3 L 1' MIN. 7a 7- : : IN —CHANNEL FILTER DAM pIA I- 3' 1_ 4' 3' .-1 -SEE NOTE 6 WIRE MESH 8 1 AREA /j NOTE B.i.) I SECTION C—C PERMIT 03-28-07 CONSTRUCTION 04-16-07 REVISION 2 05-11-07 NOTES THIS SURVEY WAS PROVIDE BY "PINNELL FILTER DAM AT DETENTION SURvEY, INc." DATED DECEMBER 27, Roos BASIN OUTFALL PIPE HOU WEST TEXAS OSTREET PLAN Ph. (7113) 880 0808,Fox. (713) 802-1221 GEOTEXTILE NOTES: MIN. ADS SIEVE 140. 120 MIN MAX. ADS SIEVE NO. 50 MAX WEIGHT OZ/SY 4 OL MIN NOUN mft��� • rl I'. NI :11 `/\`� "}�N1j_y�I�I�I�N1+yI��I��I���N��+I��I�I : 1 ] • • w1 + • 1 h 1 1 a a •'� ``//`'/\,\\'/� ® .L'' • w it !• 1 Y"•\ ] h 1 w• l-w R*V'N �//.\I - �• �' 111 1: • h'i].\ ♦!• f. �\ 1 it •a'•1 f • a'I 1". w a ] III •'• ♦• ]I Ya ] ! I ]l V a. • ff 1 1 ]' •.111VIA1 •"•1 ] "1 •II a ]1 ]If • ]If 1 F'•\ •1' ]. '• "aH ! ] lal •.• •, ., •l a• Ihl] ]I 1 •' • ]1 I 1 h a.\ • -]-• v a Ir•+• ] ]. . -a . of .. � > ©1 :1 FNGINEERING COUNTY D EF'11, 4_� R TM EN T P*(qfNRm_-jm,l FILTER DAM NOTES: A. TYPES OF FILTER DAMS 1. TYPE 1 (NON -REINFORCED) a. HEIGHT - 18-24 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. b. TOP WIDTH - 2 FEEF (MINIMUM) a SLOPES - 2.•1 (MAXIMUM). 2. TYPE 2 (REINFORCED). a. HEIGHT - 18-36 INCHES. MEASURE VERrXALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. b. TOP WIDTH - 2 FEET (MINIMUM). C. SLOPES - 2.1 (MAXIMUM). 3. TYPE 3 (REINFORCED) a. HEIGHT - 36-48 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. b. TOP WIDTH - 2 FEET (MINIMUM). m SLOPES - 3:1 (MAXIMUM). 4. TYPE 4 (CA") a. HEIGHT - 30 INCHES (MINIMUM). MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DATA. b. TOP WIDTH - 2 FEET (MINIMUM). S. TYPE 5. AS SHOWN ON THE PLANS. B. CONSTRUCT FILTER DAMS ACCORDING TO THE FDUALNNG CRITERIA UNLESS SHOWN OTHERWISE ON THE PLANS. 1. TYPE 2 AND 3 FILTER DAMS: SECURE WITH 20 GAUGE GALVANIZED WOVEN WIRE MESH WITH 1 INCH DIAMETER HEXALONA. OPENINGS. 2. GRANULAR FILL: a. PLACE ON MESH TO HEIGHT AND SLOPES SHOWN ON PLANS OR AS SPECIFIED BY THE ENGINEER. b. 3-5 INCHES FOR ROCK FILTER DAM TYPES 1.2. AND 4 AND 4-8 INCHES FOR ROCK FILTER DAM TYPE 3. REFER TO GRANULAR FILL IN SPECIFICATION SECTION NO. 02378-PoPRAP AND GRANULAR FILL. 3. WIRE MESH: FOLD AT UPSTREAM SIDE OVER GRANULAR FILL AND TIGHTLY SECURED TO ITSELF ON THE DOWNSTREAM SIDE USING WIRE TES OR HOG RINGS. 4. IN STREAMS: SECURE OR STARE MESH TO STREAM BED PRIOR TO AGGREGATE PLACEMENT. 5. SEE SPECIFICATION SECTION NO. 02364-FILTER DAMS. 8. EMBED ONE FOOT MINIMUM INTO SLOPE AND RASE ONE FOOT HIGHER THAN CENTER OF DEPRESSED AREA AT SLOPE HANDBOOK- A,;tllull ♦ 1 • �•In''•+ ♦Y '1 11 +m • 1 CIVIL SITE PLAN H♦C,F,C,D, P # 10093701 SHEET NO. 10 OF 12 v 1 INTERPORT DISTRIBUTION CENTER LA PORTE, I IARRIS COUNTY, TEXAS Io 0 fl A PROJECT FOR 0 0 FIRST INDUSTRIAL REALTY TRUST, INC m (dun Enggrowhg, 0n60 11806 WILCREST, SUITE 200 HOUSTON, TEXAS 77031 (281)530-3168 158. powers 1314 Texas Ave. brown. Suite 401 L Houston, TX 77002 a r C dl 1 t 713.224.0456 ecture 713.224.0457fax STORM WATER POLLUTION PREVENTION PLAN DETAILS .......... ........ . BO WU • � o.::...BQ59 p•: ,r 0 C 8 %h_ DNAL GODCRIL CONSTRWnON NOTES: - 1. CONTRACTOR SHALL VERIFY LOCATION OF UNDERGROUND 11. CONTRACTOR SHALL PROVIDE A TRENCH SAFETY SYSTEM TO 19. CONTRACTOR SHALL NOTIFY THE CITY OF HOUSTON FICECD ctwrrbllr UTILITY LINES IN THE PUBLIC RIGHT-OF-WAY AND EASEMENT MEET, AS A MINIMUM, THE REQUIREMENTS OF OSHA SAFETY DEPARTMENT OF PUBLIC WORKS AND ENGINEERING 48 HOURS I CF18DTharviM AND WITHIN WORKING AREA BY CONTACTING THE HOUSTON AND HEALTH REGULATION, PART 1926, SUBPART P AS BEFORE STARTING WORK ON THE PROJECT. (PHONE: AREA UTILITY COORDINATING COMMITTEE AT 1-800-245-4545. PUBLISHED IN THE FEDERAL REGISTER, VOLUME 54, NO. 209, 713-837-7000) 48 HRS. BEFORE BEGINNING WORK. DATED OCTOBER 31, 1989. 2 VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE 12 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND 20. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL GlassCovab ! COMMENCING WORK. IT SHALL BE CONTRACTOR'S RESPONSBWTY ALL DAMAGES TO EXISTING PUBLIC AND OR PRIVATE UTILITY DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS RIPIDPorAIiaVlisM ` TO REPORT ANY DISCREPANCIES TO THE ENGINEER IN A TIMELY LINES, INCLUDING BUT NOT LIMITED TO WATER LINES, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS CcncnsI♦RbI* , 7PWT. ,6i.IVSIope MANNER. WASTEWATER COLLECTION SYSTEMS AND STORM SEWERS, M.U.T.C.D. MOST RECENT EDITION WITH REVISIONS) DURING �IT f DURING CONSTRUCTION. ALL DAMAGES SHALL BE REPAIRED IN CONSTRUCTION. j,. �- _ - .:m:A,;- e b •r y ;Y� 3. SANITARY SEWER PIPE TO BE PVC SDR 26, PIPE MEETING ASTM ACCORDANCE WITH CITY OF HOUSTON, DEPARTMENT OF PUBLIC `>�-`' 'Pr. i"�Iy-(^.'.; 1• A � •... - SPECIFICATION D-3034. WORKS AND ENGINEERING 'STANDARD CONSTRUCTION 21. NO LANES SHALL BE BLOCKED DURING THE HOURS OF 7:00 AM SPECIFICATIONS' WITH LATEST ADDENDA AND AMENDMENTS TO 9:00 AM AND 4,00 PM TO 6:00 PM MONDAY THRU FRIDAY. �� 'y �' •;-^ -a?Py . , ; 4. SANITARY SEWERS SHALL BE CONSTRUCTED IN COMPLIANCE THERETO, WITH NO COST TO THE PUBLIC. WITH THE LATEST CITY SPECIFICATIONS FOR SEWER 22. CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC CONSTRUCTION, AND TESTED AS SPECIFIED IN THE CITY TEST 13. WATER LINES. WASTEWATER COLLECTION SYSTEMS, AND IN EACH DIRECTION DURING WORKING HOURS. f,f' ,-Y c•4`.. ,;;. PROCEDURE FOR EITHER LIQUID OR AIR, INCLUDING ALL DRAINAGE SYSTEMS SHALL BE CONSTRUCTED AND TESTED IN 'F?J; AMENDMENTS AND REVISIONS THERETO. 23. ONE OFF -DUTY UNIFORMED POLICE OFFICER IS REQUIRED TO ACCORDANCE WITH THE CITY OF HOUSTON, DEPARTMENT OF PUBUC WORKS AND ENGINEERING'S "STANDARD CONSTRUCTION DIRECT TRAFFIC WHEN LANES ARE BLOCKED. � 5. FOR PVC PIPE, USE MANHOLE WATER STOP GASKET AND CLAMP SPECIFICATIONS' DATED SEPTEMBER 1997. AND 'STANDARD 4H.iV51oIJe 24- CONTRACTOR SHALL COVER OPEN EXCAVATIONS WITH STEEL \ t ,1 ASSEMBLY AT MANHOLE CONNECTIONS. CONSTRUCTION DETAILS FOR WASTEWATER COLLECTION SYSTEMS, PLATES CONTRACTOR PROPERLY OUTING NON -WORKING HOURS. WATER LINES, STORM DRAINAGE AND STREET PAVING- DATED 6. SEPARATION DISTANCES FOR ALL SANITARY SEWER AND WATER JULY 1997 UNLESS OTHERWISE NOTED AND APPROVED ON ii• MAIN CONSTRUCTION SHALL BE GOVERNED BY THE 'TEXAS THESE PLANS. THE DESIGN IS CONSISTENT WITH THE MINIMUM 25. IN THE EVENT WHEN NO 'TRAFFIC CONTROL PLANS' EXIST AS A WATER COMMISSION RULES AND REGULATIONS FOR DESIGN STANDARDS ESTABUSHED IN THE 'DESIGN MANUAL FOR PART OF CONTRACT DRAWINGS, CONTRACTOR MAY PREPARE THE CRITERIA FOR SEWERAGE SYSTEMS', SECTION 317.20, LATEST WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM PLANS' AND SUBMIT TO TRAFFIC AND SIGNAL ENGINEERING PRINTING. DRAINAGE AND STREET PAVING', DATED OCTOBER 1999. SECTION, FOR APPROVAL TEN WORKING DAYS PRIOR TO PLAN VIEW IMPLEMENTATION. 7. ALL WATER LINE CONSTRUCTION AND TESTING ARE TO BE 14. CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON • ACCOMPLISHED IN ACCORDANCE WITH THE LATEST EDITION OF COMPLETION OF JOB, ALL BE AS GOOD AS OR BETTER THAN DRAWN TO SCALE ON REPRODUCIBLE 3, MYLARS AND SEALED THESE PLANS SHALL BBY E A REGISTERED PROFESSIONAL dI CITY OF HOUSTON SPECIFICATION WITH APPLICABLE AMENDMENT. PRIOR TO STARTING WORK. ENGINEER IN THE STATE OF TEXAS. PLANS WILL BECOME A 1 15. EXISTING PAVEMENTS, CURBS, SIDEWALKS AND DRIVEWAYS PART OS THE CONTRACT DRAWING. 8. ALL PVC WATER PIPE SHALL CONFORM TO ALL B C900-75 OR DAMAGED OR REMOVED WRING CONSTRUCTION SHALL BE LATEST REVISION. ALL PVC WATER PIPE SHALL BE CLASS L B REPLACED TO CITY OF HOUSTON STANDARDS, WITH LATEST 4. � `-�'LS,W�Y^' 2X9ope DR-18 AND HAVE CAST IRON EQUIVALENT OD'S AND SHALL BE gppENpq AND AMENDMENTS THERETO. t C E?P itYSope •' FURNISHED IN NOMINAL 20' LENGTHS. ' <'. -i1 ,3Po'•t?K' r'J 9. TEXAS LAW ARTICLE 1436C. PROHIBITS ALL ACTIVITIES IN 16. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT;oP♦ WHICH PERSONS OR EQUIPMENT MAY COME WITHIN 6 FEET OF EXCEPT AS NOTED ON HE DRAWINGS. CONTRACTOR TO y�460 - � ENERGIZED OVERHEAD POWER LINES, AND FEDERAL REGULATION, DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO GNa Cora�d THE CITY ENGINEER'S APPROVAL �,oP`' IRPKoP OFAMWWtCe TITLE 29, PART 1910.190(1) AND PART 1926.440(A) (15) CorwT♦t♦IcuW REQUIRE A MINIMUM CLEARANCE OF CARRY B FEET FROM THESE 17. CONTRACTOR SHALL PROVIDE ADEQUATE CONCRETE THRUST + . Rkk FACILITIES. THE ABOVE LAWS CARRY BOTH CRIMINAL AND CIVIL BLOCKING TO WITHSTAND TEST PRESSURE AS SPECIFIED IN CITY LIABILITIES, WITH CONTRACTORS AND OWNERS BEING LEGALLY OF HOUSTON, DEPARTMENT OF PUBLIC WORKS & ENGINEERING LAWS. IF YOU SLE FOR THE SAFETY OF WORKERS UNDER THESE 7 LAWS. OR YOUR COMPANY MUST WORK NEAR OVERHEAD SPECIFICATIONS. POWER LINES, CALL (713) 228-7400 FOR THE LINES TO BE PROFILE VIEW DE -ENERGIZED AND/OR MOVED AT YOUR EXPENSE 18. PRIOR TO WATER MAIN ADJUSTMENTS, THE INSTALLATION OF WATER METERS AND LEADS OR UNMETERED SPRINKLER UNE, TYPICAL EXTREME EVENT OVERFLOW - 10. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND THE CONTRACTOR SHALL CONTACT WATER TAPS AND METERS STATE OF TEXAS LAW CONCERNING TRENCHING AND SHORING AS AT 754-0409 FOR DETAILS OF PERMITS AND BONDS. CRITERIA, a ARTICULATED CONCRETE BLOCK OR SPECIFIED IN CITY OF HOUSTON ORDINANCE NO. 87-1457. Aga Ag EDU RIPRAP SWALE O1TE 1010/04 EXHIBIT 13-1 WHEN A COMMERCIAL DRIVEWAY OR CURB & GUTTER IS CONSTRUCTED, RECONSTRUCTED, REPAIRED OR REGRADED ON COUNTY RIGHT OF WAY USE THE FOLLOWING: A - USE FOR ALL PROPOSED DRIVES ON CUSSED TYPE STREET - I:m MAX FAOR SLOPE µ e:W C/C PROP. BAY OR tr TIE ALEARANCE RADC OF GUTTER ]NE EXIST. fANB ST�,� r 4fED. OVENAP EMITTING, PAVapIT Ir CUT IN" 10•RBpum PAW11pli PA FREi/OHyED JWT Y CIEARAHQ OmJ T N (Sme mbGNxL HaI: 4GL7) COMPACT SUBGRADE TO PSIS STANDARD B - USE FOR ALL PROPOSED CURB RWYAI FOR DRIVEWAYS 4',WMN MmDl OfMA,, WY Raw. URE x ,ICL sm61�NX SLOPE I'JD IYX 9gYy o T- i• BOARD EXPAIDRNOMMO a I IIOFOOMA1q PF11I Fb JONf IDUS Y,s'iWx. IT, aae O1P.IE>m'INB I tr f it SAW CUT (PmPJ aNfirA LFE FNl(IEtbT0031141) DORANSION 40116 ITKIM ONLY NOUN B DOOI➢Al15TON JOINT IN THE STREET AT THE FmPafRD DmYEFMY NIETrgyTRr1 DRIVEWAY OR CURBED m m" I m BBW CONCRETE OR ASPHALT STREETS J - BLONi CASTAREDA, C. COMMERCIAL AREA BABES NOW 2DO5 ouXFa DiA"W-f HARRIS COUNTY PUBLIC INFRASTRUCTURE �A1. NOTES` IN51-1>; L)ATE DESCRIPTION 1. PROPOSED DRIVEWAY. SIDEWALK, CURB. GUTTER LINE AND GRADE SHALL MATCH EXISTING STREET. PERMIT 03-28-07 --- 2 PROPOSED S MVALX SHALL BE CONSTRUCTED WAIN PORTLAND CEMENT CONCRETE. 4-1/2 SACK CEMENT PER CUBIC YARD, 4-1/2 INCHES THICK AND 4 FEET MINIMUM WDT H. SEE DRAWING CONSTRUCTION 04-16-07 NO.3 FOR ADDITIONAL INFORMATION AND DETAILS 3. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED WTI, PORTLAND REVISION 2 05-11-07 CEMENT CONCRETE, 5 SACK CEMENT PER CUBIC YARD. 7 INCHES THICK, FROM PROPOSED SAW CUT TO RIGHT-OF-WAY UNE (PROPERTY LINE). 4. PROPOSED DRIVEWAY REINFORCING SIID. IS TO BE /4 DEFORMED SPACED AT 24 INCHES =,, EACH WAY. WITH 10 INCHES MINIMUM LAP (W`-dV WS.14 AS ALTERNATE) FROM PROPOSED SAW CUT TO OUGHT -OF -WAY LINE. & PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE TIED TO EXISTING ROADWAY REINFORCING STEEL WITH A MNBRUM LAP OF 8 INCHES & PROPOSED GUTTER UNE IS TO BE MAINTAINED AT FACE OF EXISTING CURB. 7. SAW CUT EXISTING CURB AT EACH END AND KNOCK OUT CURB FROM BEGINNING TO END OF PROPOSED DRIVEWAY. & SAW CUT EXISTING PAVEMQIT A MINIMUM OF 12 INCHES AWAY FROM FACE OF CURB (GUTTER UNE) AND BREAK OUT TO EXPOSE EXISTING REINFORCEMENT STEEL 9. COMPACT SUBORADE FOR PROPOSED DRIVEWAY CONNECTION FROM NOTES PROPOSED SAW CUT AT EXISTING PAMWENT TO RIGHT-OF-WAY LINE. COMPACT TO 95X OF STANDARD PROCTOR DENSITY (+/- GTMERE�rs CONDUCTED.DUS NIGHT DaILABBORA�TlTOE THIS SURVEY WAS PROVIDE BY "PINNELL to IF MORE THAN ONE PROPOSED DRIVEWAY IS BUILT ON THE SAME SURVEY, INC." DATED DECEMBER 27, 2006 PROPERTY, SAID DRIVEWAYS SHALL BE SEPARATED BY A MINIMUM 1215 WEST 19th. STREET DISTANCE OF 20 FEET (ROADWAYS WITH CURBS AND SIDEWALKS). HOUSTON, TEXAS 77008 11. REINFORCING STEEL TO BE ELEVATED A MINIMUM OF r ABOVE SUBCRAOE. (3 INCHES MANUFACTURED CHAIRS ARE REQUIRED WITH Ph. (713) 880-0808, Fox. (713) 802-1221 MAXIMUM SPACING Or 72 INCHES C/C EACH WAY). CONSTRUCTION MOTES FOR SIDEWALKS & DRIVEWAYS ON CUOfiD TYPE STREET$ APwmf� DIMw FW w1B MA>w w DW-4 COMMERCIAL AREA HARRIS COUNTY ENGINEERING DEPARTMENT ,....• ..� ore 3 T-� u SEE _.. /4 R - 2'-e• TAe�E E .mNT sEAL• '-•ILL'S r ' 1f7- RATE INLET RI taPrlvN 1 "' ' NAIL ?--f 3/4• 3/4'- Y a aAsn�e� :rL I H 12' G M #4 ®,2" EW 72^ --AwoAvuP .i'+' TUBE i - 2'-41 2• 31/4• y_ N - i DEFORMED NET J t�, !/� / ,� .®„,� \ .}` '/4. IX aCi i , . _ . _ ..•, .•• • . Y N.T.S. AL ♦ )/1 ;' '�1 ) ��. Y DEFOR STRIP , ` I 2' , �- sE fAir[ f t 2• JOMT SEAL i`'\ , �` ' 1 i ' / - SECTION Y-Y X ❑ ❑ ❑ ❑ ❑ I_ c '. +: •: .'i + �A'b. '+. AS SPECIFIED ( 'W\ `1,\ `\ yaA/ / //( 1 1 1/B' ❑❑❑❑❑❑ B,. 6. F+ 4 SI{- BOAfm EXPNR9CN, 'RED JOINT +'...•� l/4 1/4T ,'.• ` .�. /` t i ❑❑❑❑ I S ;! 'A JOINT TILLER ,. • JOINT PLATE _JHI �' -mo- SECTION . -T' ``\ ''.'\ >,L % f M (. t a 1.. ....-----'-------i �\ Puo«ArALOJENr.-.,.. _'Zs! .\ .\ .,\ ❑❑❑❑❑❑ DOWEL TYPE EXPANSION JOINT -" �, - i.__v / i5/18• •a � +, �y 1518' \ ❑ ❑ ❑ ❑ ❑ ❑ PROJECT TITLE _.... - -�r 7r-ir �r 7r N. T.S SECTION \` E J` 1'15 ❑❑❑ ❑❑ I o CONSTRUCTION JOINT SEAL RAN X 9TAr10PAD ORB_ ]ORCH DRIVEWAY -PLAN _ - N.T.S. trC.Fi w, ,r ST1 HIS .._ Jr sTUAwL: Iwer4E SECTION X-X u rw«e uw :mrn xL n� cc, mecum afar .ABLE PLAN ORATE ?; _Pj_. �. xHS Yi M` IZL INTERPORT r.a• ..) - NOTES: _ Icy /3y DOWELS I --*tea I. STEEL TO MEET ASTM STANDARD SPECIFICATIONS tY 0 C _ -{j FOR CONCRETE RCENTER ND BARS OW75 YD BE �y s - 1 g= DISTRIBUTION CENTER u61 r . SPACED ON 12 CENTERS. -JOINT PLATE - r- .. OFEACHcum TO BE RADIUS PLACED AT THE EN 9 Y M LA PORTE, HARRIS COUNTY, TEXAS D POND 1/l CIA i a' 3. CENTER DOWEL HORIZONTALLY ON JONT. Y Au: ra a LILT 1 } - y ro 8' ♦ c.c .. \, _' - \-_Iwlsveommt♦rt 4. CENTER DOWEL VERTICALLY IN CONCRETE SASE 1-IS COWL / 1' YN. \I. ! "�rw"♦' C EXTEND THICKENED CONCRETE AS NEEDED i0 I MET SIY� Ir unl""nl•n `• : I YAWTNN 3- YIN. CGVER.' O S'iJYNOAAD CONCHEfE VALLEY GIft1ER BECTK]N �Aifratrm.l Ju 5. CRY OF HOUSTON APPROVED PRODUCTS rY a.. a uu ! ~. IrnP Sim SEW/. AR6 Y Y P. NO -. .. .' .-_ MAY BE USED AS JOINT PLATE ALTERNATIVE P .,� A PROJECT FOR o0 PPE SSIE VARIABLE DOWEL CIA + Ihfi- �yI I 1 P / � VARIES 0 �'( ` (�`i I :C2n t' SJ6 i I. WiFODfH1WN01E1EfiE1ROIDLI9RSNOmr/EteYNIEYNrIBRmrDBIBNLeE9Et ELEVATION - JOINT PLATE � FfDiYBM®LfNIRE9lONFpi1EWIOO�pOE61f1Y0T101RO1WREWiLW: N.T.S. 7)�-t MORMR NLL FIRST INDUSTRIAL RAW+IDrA91EOOmEiEYN1EYaJrtERIIYEroEmslRct®NLelacuvBil6 at PHJ:: yr+t m + �, " -� .. 10 Fi TYP TABLE 1 vna , -' .-P -� >. a6,eKr�wu�rwlm.mmarcEuu®]NNa•wAETeHrweK �y N 3 9VACNOFTYNf-D-O.0-i•NETRlWLREDEIB4WED9Y O0' BIf1E91.OLEduWN3Mmm1-W FORTWf •D-OTaBWft1m. 4 D VVMYMAYBECODE,EAWWTORNi (rMVATBK*KH NLL I101fROW WOORMTOWKSMa 5 A1.FODtCMMMVAILEYWMSEnoh N fCMMLC® DAIRNM WR�HPFFC�l�1LYE�R�AT,3 OR iFm71KN71EP HNVIDAYW6R11EOiYBIOEDIOTBOwNg AAAN�� MU GUrM ON >1wFerNulYflamrPlPuaKmmleRPwcnrx m[m IL4ANaBIrmPNT1EYNJEYaiRHIffLIgllKllE OPDL DRFM EFR .IFFLGGFJ OM HMI TM SIFff apeman®m6 tJ16,aKKsertrBlPeCYNmOmaE1E (NOT TO SOW PAVEMENT THICKNESS (IN) DOLL SITES AND SPACINGS DIAMETER (IN) LENGTH (IN) SPACING (N) 6 3 4 18 2 7 1 IB 12 11 8 I 1B 12 9 1 1 4 18 12 0 1 1 4 is it 1 4 to 2 12 1 { 12 Jeff _._..�� >is :._:;t:':::::;:.;::::::�. 5 FT. , FT. z REALTY TRUST, INC . irr r.ne- y:..; •:::i:::>�::�r::.�': k{e� g 8 IN. 5r_r;NOP; C, / SECTION 8-B FLAN FRAME CONSIB X1W JOW STORM SEER SEE NOTE 11. DEIIALS MOW TYPE 4 FOR 4 OINEIER RCP APO SMMJIER STORM SEWER (NOT TO (NDT TO TYPE 'A' ORATE MET (NOT 70 SCALE) _ 1, } Mi IL IY IAS(p M.rFJ IIJF kY' Z$! NOTES I T -aJ, ;<,.rx; :vr,rt= :w x �r u•rJ.c:a 1"S C'M1L WY a IMD CM, R,P _-. - _ ..-. TINY fIi}F SEAS Ca OIIC\ti "ER toe stuaur, sE cw sr.HTAw N I `.) ♦ r w .[I ¢✓ µ• 1t rMtPJCr:D r r u.[w.r.� a.•.."e NOTESS f0 .SPEC/FTER SPE[RG11NAy ry{t H{WFTYfNrri In T4J1 CLrrgil 5 I ' t IflL45 rp 91' 1' LtlMIAfiF f ] W! PflE,tCl..p111 $+.S,L m ME V`D FIR W 1L a'xPAt ..a Ire N�HUVJ F< s r i �- 7f�' I I (GLl_ N xI f' riJJ2 JI (VYW..(AM aF 9A)Cd) , xni ra xa USIo lx nUNr . KA .HLI NLMEx :wren WP JRa>'r]"r uxc cxfr. e 0 PROJECT NO. DRAWN BY o CHECKED o SCALE IL Un C �g6[�c�c�p�wge �W6D 11806 VILCREST, SUITE BOO _,Pas ,n.c HOUSTM, TEXAS 77031 v 'f,W. 1LIT :` I I _.._ 1 _ iciuwizinl_r:AHL , �• A oar�c 8 IN. ( �� v i t� Ml'r Wh P.EI'� ,t M IHH , It, WIC» nm.>. r«,fs o•I.rvWcE 4 i. •ltEPrUT1' iWYp411• IJxxru \ t� Ml'r Wh P.EI'� ,t M IHH , It, WIC» nm.>. r«,fs o•I.rvWcE 4 i. •ltEPrUT1' iWYp411• IJxxru \ IF A—. F_ wu J! IL�_J r • i /-`� I 1 \ ?, y -- 'I' *`Irc whris -) PCM I \ f .NI C 'IrY.a y I -.._L . - [,nI sa rn• -_� ftL971 El 0 O El El 0 IT,LI,." _^ 1` GO ENTERS �®WCrS1314Texas C281)530-3168 .Y, u ❑000 a❑ /4�'-i, e) Ave. i R I. 4 • 12 PPE ENG OF NOT 51 THAN HAVE A COVERINsu,TmbL ( I - 1 _T • ._ ._� I xr..vicrt tu' BELOW PAVING BASE brown. ® ♦ 9 TMI+ +r SEE NOTE „ U w n Suite 40I _ Houston, TX 77002ra I� U HALF S I'ON .ecur rlallJ SECTION UNDER •.,• -'1 \ \ `' c JhFi c PLAN 10 FT. TYP. i9. r G 1 t --- 5 FT. 6 IN. u DE4 IAVE`JErIS �,.------..�. NATURAL GisOUND c~J-h SEE NOTE 5. 713.224.0456 " =e.E.Drt, a+SL Aln PVJV 1 FT. s �c�r u,'x1uLs -`•, yR�cyry�xA,p� aranro ---- " .uaJs "_ 1 FT. •' w,nla: --- FNeIiED PAdIXi CASE IRON GRATEI- -y; ! 1 nM1yccaa.-„ SEE IpVmDEDUL L ARI SfiM. �' CA $ V r e. 713.224.045E fax jD \ - - W- c•L SLOP I s4 im' = `w. - ` _ \ -/J t - to OLL a DRAWING TITLE t• E1KP Jr sPEnFrAraxP �„ r "''S J--'irr ' I "' • �� r�7 . s _ zr WAILS U BE r THICK P 8 IN. - � Lv / - s aNstRuclm OF BI6aK 5 IN. IN . ( :. ' / • : f HiJ[iD9wo rnu / 4 1 72 �:EPI, FIRE (%) r 8 IN, PAVING AND STORM SEWER �amu';�t1 1%; 1 I: \�. v;`i- e) SEE NOTE 2. DETAIL vw tvse[d n=a '`. _ -I/ _ _ 1I� IY mlu•m UK f. • ,,, I •:• I. , 1 �I-'�•"i.n 1. a r. x •! - /� iiaJtfol/ram r CA fSfT w¢ .; r 1T� {' rF• ,- f (KNI _ ...- .. � , ♦ ( i � L E _l � �, � F.•a•�ElrzDsw vurns r SOI+E I ..I > p ;Jt�.-.__r,JnTrT R„ ' \�.rxmrf E:1WR;2^ b SECTION \_ H.- # I JUMCUo4-Box D t.IL LED FWVAL Uc7=:L -( Ba - vo+��.�0� ® DRAWING NUMBER SECii TY1 'KO' I f.;� OFAV T� 9�,�0� P+CAL CROSS-SECTION - --\ai Apr OF SECTION TYt�If`al Af`i[c1 ADC /• STORM SERER STORM SEDER �NNIC = OU � / .........LBO VYU : , 9 SAfRTARY OR STORM SEWER TRIPE 'E' MET WITH LW OR ORATE TOP INTERCEPTOR STRUCTURE �............................ FOR CRY SVaE (Nff TO SCALE) (�D mA Wan �� �p pf84859�0.: ��i� (NOT TO SCALE) STORM SEWER /1 •e4e p "........,. G��,4vAw W s �mT� T CIVIL SITE PLAN e1\ATONAL E'-® SHEET Ntl. � � OF l22 ��_ 7-07 a 0 ISSUE DATE DESCRIPTION REINFORCED CONCRETE ASPHALT TOPPING MIN. THICKNESS 6' IN, 1 1 2' TYPE 'D" HOT-MI�ASPHATC CONIC. "SEALED JOINT 3/4- EXPANSIONJOINT /4 BARS O 12' RUBBER AROUND ALL SAW -CUT C/C. E.W. AN. SEWER 1a� RUBBER casKEr (1YPJ PERMIT 03-28-07 EDGES _ 23 1�Y DIA. STANDARD MANHOLE P6owE'gwDt MAW WKFERI rt 6' LG. RADIUS BEND STAKE (TYPJ FRAM AND COVER SEE MN4K+E INSDIT AS MA ACIVEO In BASE CIE ITY OF LA PORTE STANDARD DETAIL PD910C aN NNu.PRPRCPLgDYIHIOLID CONSTRUCTION 04-16-07 A .: __;.-., _-::ee ASE REPLACEMENT SHALL 5Ip 1 5 SACK CEMENT STABILIZED v m 4' HOUSE SERVICE NOTE 7 STD. PRECAST CaHC IA O' r SAND BACKFILL COMPACTED TO }•, •' -.--�:;.{; 8E CRUSHED LIMESTONE �,. cn' rc 95%MAX DENSITY '�..�?., ��_.,,r a MINIMUM 6'. IDENTICAL NO 5)Wxi*WYE I Z UMR OFPAYMENTSECTION MIRAFl B00X SSS ADJUSTMENO E MIN. COMBINED AS NECESSARY : FABRIC LINER `I (NOTE 2) PIPE OR EQUAL 4'-0" B AND SEALED WITH (MIN. LAP 12") DIA APPROVED SEALANT ro o N PRECAST CONCRETE CRUSHED CONCRETE OR CRUSHED no " BASE SECTION STONE 3/8- TO 1-3/4" LIMESTONE) o PRECASTOR RE (NO NOTE:IF CLEANOUT IS PLACED INADVANCE CONCRETE INVERT TYP' TRITER VALLEYI CO. OF PAVEMENT PLACEMENT. PLACE SAND * •. + RESILIENT IOREQ AL CASING IN LIEU OF CLASS PATTERN NO. 16640ft EQUAL 1Y +4:�%� CONNECTOR (fYP.) B AM �L. CAROUND ONCRETE. CNCRETE. mL STAR REVISION 2 05-11-07 2Y y 2 25 1 IN � 1 _..-Dpl11GL figgg 4 SECRW 3c a g ff g 6 4W b • W e 0 Y 1Y Irosi STANDARD CASTING --- ° PAy9,6di' 3000 PSI NO. r;'.''•� • 1 .. EE t1mEl �10 NOTES: 'C.... - •.-. {:� _ �C714M0 TO INVERT °� A ALL PRECAST SECIip15 ro BE ASIM G-p& � q d• T g RA ro a tm m twTM6 EIFS 4 tm S 1. CEMENT STABILIZED SAND' FOR BEDDING OR BACKFILL SHALL d i'. 'L+ '' `'r �" S t.5 SACK CEMENT GREATER THAN 15 Ff. � ((ss rnDDaE ) BE THOUROUGHLY ROUGED. PLACED AFTER PIPE IS LAID AND STABILRED SAND D.m TE Si0.0RCP�io Aw[at"' COMPACTED IN ACCORDANCE 'NTH THE SPECIFICATIONS. - w i. DEPTH OF MANHOLE DETERMINES SECTIONS 2. 'EARTH BACKFILL'- SHALL BE COMPACTED IN ACCORDANCE WITH NOT LESS THAN 3- % j ¢ BERN ED. c JT60i s+ML eE SEATED YAiH Yv+l-HEx' a1 tt AND SHALL MEET THE REQUIREMENTS OF THE SPECIFICATIONS 8' CLEANOUT 2. PRECAST CONCRETE RINGS SHALL HEIGHT PROVIDED APPRv\SD ECUAL NOTES CIASS'B'CONCRETE _: .. FOR A CO0MBINED ADJUSTMENT HEIGHT OF AT u LEAST 17. THE TOTAL HEIGHT OF THE ° �n eanR REnmm r anPR__ 5 < AND SHALL BE PLACED THE SAME DAY PIPE IS LAID. CLASS'C'coxcftElE o Y MIN. ADJUSTMENT RAGS SHALL NOT EXCEED E. oD+Tx DF uAIAKLE o6TmteEs SECBLmS REawED. N 3. 6' OF 'CEMENT STABILIZED SAND" BEDDING SHALL BE PLACED 4Y WYE BRANCH - u ::::'::'•' - 1'-5. F. FCR UANKLES w - lr SPEP. USE Y wins CR IN THE BOTTOM OR THE TRENCH BEFORE LAYING THE PIPE AND COMPACTED BACKFILL / m ` I , 3. MANHOpLE WALL THICg�ESS FOR DEPTH EXCEEDING BE4w4+10 C 60D'A iCv CF CASiMR "' _,; MAKING UP THE JOINTS. TAMPED INV LAYERS .: �'.'., 72'-0• SHALL BE 7Y THICK. ,�, . i `' ' `< § '3 4. MANHOLE DROP AND INTERSECTING PIPES SHALL n FWD 12- � TP Or a NtYa wAus . :''4 _."•;''' `�' -y�"•` =Y<�? ] BE INSTALLED ONLY WHEN CALLED FOR IN PLAN •`A THIS SURVEY WAS PROVIDE BY "PINNELL AND PROFILE DRAWING. H' wjrlcDPpms�slpm anOLORYE "i" SURVEY, INC." DATED DECEMBER 27, 2006 :RESUNT PLUG •)„ :, " b 5. SEAT MANHOLE FRAME IN SEALANT PER taL tw�Ess y yam, s[o. CHOP siu uA»K[E sA8 BASF ON SITE STILL BACKFILL TO BE �'.:. ic.,...y�T; •i4`-i�y'-i-y i 2'-li MIN. �1"/FT MIN SLOPE 4'M4L ;�::-•-•.i '. .. SPECIFICATION. � � 4R' RCP. 1215 WEST 19th. STREET PLACED IN Y LAYERS & COMPACTED ":'+ q; •.: iN ) ASTY D-47a CITY OF LA PORTS STANDARD S ,,. (�• B. ECCENTRIC PRECAST CONCRETE MANHOLE _ o FOUNDATION PLAN MAY BE USED. BASE HOUSTON, TEXAS 77008 To 9sx MAX oar DENSITY. 7. LOCATED CEMENT MORTAR WHEN MANHOLE IS TYPE 4 MANHOLE FOR 6" TO 12" SEWERS Ph. (713) 880-0808, Fax. (713) 802-1221 .:.`.•a 1t.,;Ji:�:: n,:4^�:�^; Lfi:•. d•MIN. •.•�=.`.a:: n LOCATED IN PAVED AREAS. +, .• ya }':. EARTH BACKFILL ' `"-- a 6. MIN- SHALL BE IN THE PRECAST CONCRETE PRO SHALL BE / 5 O 8 EW. ELEVATION END VIEW 9. PROVIDED BACKFILL R MATCH ALA PORT PIPE 12" TYP. 4 TRENCH BACKFILL PER CITY OF to PORTS STANDARD SPECIFICATION. OPIPE 11. TEEE-S INCLUDED IN PRICE E DROP. CLEANOUT DETAILS 11. OPENINGSHStHAM NO BE �AICCGEP OR BREAKOUT SANITARY SEWER BELLON •: B BS PIPE, MIN. .MIN. LP-DTL-SAN-006 MANHOLE FOR 6' 12 SEWERS 4'-0" DIA PRECAST CONCRETE MANHOLE N.T.S. HTa LP-DTL-SAN-016 BEDDING AND BACKFILL LP-DTL-SAN-013 NOT UNDER STREET OR DRIVEWAY PAVEMENT. XNA LP-DTL-SAN-002 v NOTES SYMMETRICK u 1. GROUTING OF MANHOLE STRUCTURE ANNULARSPA A6°IR SYMMETRICAL SES WHERE PLACEMENT AND COMPWU_ BE I PERMITTED IN fA1DlT I $VFFlCENT WORK SPACE EXISTS FOR d HALF SECTION HALF SECTION UNDER ABOUT STABIUZEJ SAND. PER CUP STANDARD UNOER PAVEMENT NATURAI.GROUND SPECIFICATION FOR TUNNEL GROUT. O HALF BECKON HALF SECTION UNDER MANHOLE FRAME 2 IS DETAL ALSO APPLIES TO BACKFILL sOOORSEE(ASRECUM)PER q UNDER PAVEMENT NATURAL GROUND CRY OFU PoRTE STANDARD AND COVER (SEE DETAIL SHAFTS WITHOUT STRUCTURES u PAVEMENT 3NORMAL NATURAL GROUND " SAN-022) 3. ARRANGE PIPE JOINTS AS SHOWN WHEN SPECIFICATIONS USING RIGID NATURAL GROUND D CONNECTION TO CAST IN Ou �-• PLACE MANHOLE BASE A 4. NEED COAL -TAR EPDXY COATING ON INSIDE v ant - SELECT Flu. OF MANHOLE �(-/ �-✓ J-✓ 117 J Y+ B B ./ ./� // // // ❑ s• SUBGRADE .'Li'+•F'i :I>%A RANDOM ? PRECAST CONC.. SYMMETRICALBACKFILL IN :Y Al TRENCH ZONE PER : APPROVED PVC (SEE NOTE? AS T - '- +..h'I SPECIFlCADONS I 5(A1 tTil HA SE -r < .': - :` -•� -✓ "' i° OR STEEL ADJU EM RI GS TU .LL S• TRENCH ZONE �`f'.F•-'%� HALF PAVEMENT H CTIN UNDER SUef.ItME UNDER PAVEMENT- NA R GROUND BACKFILL.._-,�H -I qB' NATURAL GROUND J_�_ �_ �- J_ �_ _jl/� �� v PAVEMENT / // / / / / / • r �+ // / J PRO ECT TITLE 19 > NOTE: . PRECAST CONC. / 48AR5 BOTH WAYS TEE INCLUDED IN MANHOLE SECTIONS AT 12' C.C. INITIAL SEALED JOINT o s / li / / l / l/ 7, I -.� PRICE OF DROP. �I-�I- J- JtV+cH IUPER=✓ - •(I� _ -✓ ° BACKFILL 1.5 SACK CEMENT •+ RUBBER CASKET s33 ... I J 1- -.� PLAN CEMENT-SFABIUZED STABILIZED SAND _ o F 3 AIBCRADE / / / / i I� J CTTYoF LECIN AT SPRING LINE �) I TANDARD SPECIFICAT STANDARD CAST IRON MANHOLE SAND EMBEDMENT tom'+^:?u-`•`"w KE<i.-�?� i m / /� /�y / / / FRAMER COVER (SEE NOTES) ztn.'_'•': _ �- J �^ HAUNCHING n 5' MIN. - RANDOM BACKFILL I r / / J I .a-1 / /.I/ u INTE"ORT ° ' }.4 -S TRENCH ZONE PER .I J / // / no �z. •'y'i5 ';sue ' ,��-.'ash SEAL RING (TYP.) S'EgFlCA71DNs H - i1/ ?.y'T;--• - / t SEENOTEj':.i:'.:,'::,?{} N CONC. GAP BEDDING 1-._< <�_. ,:: _ DISTRIBUTION CENTER E a_ M. TYPICAL CROSS-SECTION o" a o v > LA PORTS HARRIS COUNTY TEXAS 55 Ex � .,':. ��''',,PLuc m � 3 elOil TEE NOTES: CLASS 'e•CONC. 1. THIS DETAIL MAY BE USED ONLY 3. MAX TRENCH WIDTH SHALL BE NOT?+"-Ie +' -"s,='+.•�Y "`" -`+'~ -s`.z.'ti '•.-+:.-_. 'T6' tis..::i'.t a..> ..,�,SEE. FOR DRY STABLE TRENCH CONDITIONS. GREATER THAN MIN TRENCH WIDTH SEE NOTE 3 'NOTE:`xorE1' SPRWGLINE G SEE SPECIFICATION FOR REQUIREMENTS PLUS 24 INCHES, UNLESS OTHERWISE •''"'" :: , s° w OTHER coNOmoNs. NOTED. ° w m 4. MIN. BEDDING DEPTH SHALL BBE 12 INCHES. 1.5 SACK CEMENT ' 2. MIN TRENCH WIDTH SHALL BE PIPE OD STABILIZED SANG ' = i1-'• '''°- A PROJECT FOR w $� PLUS AN ALLOWANCE'A 5. ALTERNATIVE EMBEDMENT BACKFILL FOR THE NOMINAL PIPE SIZE FOR FORCE MAINS MAY 8E P�ERECYO"FtRT NOMINAL PIPE SIZE NOTE: E FIRST INDUSTRIAL 1. ALL MANHOLES IN WET SAND REQUIRE SPECIAL DESIGN. srANOARo sPEculcnTKxNs • NO lif TO 30' 24' 2. H.D.P.E. ADJUSTMENT RINGS AS MANUFACTURED BY LADTECH. INC. '•.::::,:ii ': :". :; .u., 90 BE OVER 30l 3G OR APPROVED Egl1AI_ :: REALTY TRUST, INC 3. HORSE -SHOE SHAPED PIPE OPENINGS OR BREAKOUT PIPE OPENINGS.......................'.................................. •... ... ':.:...::..:.... •...•... NAVIAMA AVAN SECTION B-B WILL NOT BE ACCEPTED. u ......................................................... NOTE G DRY BonaM 1. sEE crtr of uPORTE srANOARo DEraa o SANITARY SEWER TYPICAL CROSS - SECTION 21z•nMiiN: FOR MAIrN+ouMU ar " DROP MANHOLE SANITARY SEWER STANDARD PRECAST CONCRETE SEWER PROJECT NO. nra SERVICE LINE RECONNECTION FOR STORM MANHOLE AND STANDARD DROP SANITARY SEWER WATER DISTRIBUTION MAIN o LP-DTL-SAN-019 SEWER CONFLICTS N.T.S. BEDDING &BACKFILL FOR DRAWN BY N.T.S. LP-DTL-SAN-032 MANHOLE - TYPICAL CROSS SECTION OPEN CUT TRENCHES CHECKED ° LP-DTL-SAN-023 N.T.S. N.T.S. LP-DTL-SAN-034 LP-DTL-WTR-003 SCALE o a v CONCRETE THRUST &LOCKING 11806 WILCREST, SUITE 200 ti HOUSTON, TEXAS 77031 v •• CONCRETE THRUST BLOCKING (281)530 3168 a, A 3 G �•A p�, dd 7-­ EXISTING GRADEa�•;•• - AVAIWAVAVAW TEE r rA W D ®w e r S 1314 Texas Ave. B Suite 4D1 EXISTING "4' MIN' aMNot powers 1 2j A- GROUND LINE CL WATER MAIN WATER LINE �.,, - `•' ,-Y- f ' brown , . u R "'- ••`•-• ^=• Houston, TX 77002 w W WATER MAIN 9�5f-NEW SEWERANITARY L - ±` •« .•.-:SIT - a r c h i t 713.224.0456 � d $ 20.0' SECTION OF PVC-C900 CONCRETE raausr BLIX.tQNG NOTES: DR18 REQUIRED WHEN NOTE: til CLEARANCE BETWEEN NEW SANITARY SEWER PARALLEL TO EXISTING WATER LINE 1. USE MECHANCAL JOINTS NOTE: USE MECHANIGL]OINTFIitINGS 1. IrKAtE iAE Ht➢Pa1R AT P6 0i TIE MIEIGSFDTIIlIt CV.® R•1C"R S itET A 2. E NA FORCE-RESTIWNT SLEEVE SHALL BE SECTION /� WATER &SEWER MAINS IS [wJwlP nAm OR FRDADIm cvnAE Cum. a �/ � 713.224.0457 fax tw " F- t 0.0' OR LESS. ON ALL MECHANICAL ]DINT FITTINGS- WYE MIRK J PFET Oi Z N.T.S. wcfns-aF-wAY tMEs air NOTE: USE MECHANICALJOINTERINGS LP-DTL-WTR-034 3 9D° (1/4) PIPE BEND 111E TPE NYpYNT s1MJ101 11D7DE SNML FACE INC SKEET. Z is•' N.T.S. DRAWING TITLE N 1. SANITARY SEWER MUST BE BELOW WATER LINE WHEREVER TEE I POSSIBLE. WHEN WATERLINE IS BELOW THE SANITARY SEWER LP-DEL-WIR-018 •N, PROVIDE MINIMUM 2 FT SEPARATION/ - AND INSTALL PIPE N.T.S. LlA4'C i• lFE 6 VM1E A •A LP-DEL-WTR-032 SAME AS FOR SEWER BELOW WATER. Ip CdKtETE •♦ SANITARY 7�TT (� �% /�T�� �v%(� LINE 2. WHEN PRESSURE -RATED PIPE IS REQUIRED. 5 S A V 1TAR 1 AND D WATER ATER LI V E N PROVIDE PIPE WITH MINIMUM 150 pai PRESSURE o RA NO, A / •PVC PRESSU 3. ADAPTERS MUST BE FACTORY MOLDED OR FABRICATED• A' DETAILS E 'S 'J' PIPE tO.O• 10-V WITH RING STIFFNESS AT LEAST EQUAL TO THE ADJOINING SANITARY SEWER PIPE. AND USING B+N+tli , A , V RESILIENT GASKET OR SEAL MATERIAL FLEXIBLE .. [oxCRETE THRUSTBLOCIONG A RUBBER "BOOT" TYPE ADAPTERS WILL NOT BE X f:`f; gDOpKJ ACCEPTED. 4. INSTALL FORCE MAINS SAME AS FOR GRAVITY SEWER, USING - o NOTE: SPECIFIED PRESSURE PIPE. ' ADAPTER MADE SPECIFICALLY FOR CONNECTING 5. 'Y' MUST ALWAYS BE GREATER THAN OR EQUAL TO 6". _ P LAN N SPECIFIED SEWER PIPE TO PVC PRESSURE PIPE 15 USED. • ••"� ''. �; L O'er® `fie\ DRAWING NUMBER 6. ALTERNATIVES MAY BE SHOWN ON THE DRAWINGS :.7 ' �' o � U) OR DESCRIBED IN THE SPECIFICATIONS. I r �P �' . 9 OF l7 7. SEPARATION REQUIREMENTS SHOWN HERE 00 NOT APPLY I • -r�, 3 TO SERVICE CONNECTIONS - REFER TO PLUMBING CODE .w FOR APPLICABLE REQUIREMENTS. I CONCRETE THRUST' 1 a BED«LNG ovP.) coxcREIE EHRusreLoclmNa FIRE HYDRANT PLAN &DETAIL BO N.T.S. O .............................A e SANITARY SEWER (USE MECHMICALJOINTFRTINGS) NOTE USE MECHANICAL JOINT FITTINGS LP-DTL-WTR-011 0 1. p 84859 p -42� clo SEWER MAINS AT WATER MAIN CROSSING NOTE: USE MECNANICAL]DINT FRTTNGB °D DETAIL 22 1/20 (1/16) OR45° ,eOFS F�I51E`� G�?4`AV n N.T.S. CROSS (1/8) HORIZONTAL BEND 45° VERTICAL BEND CIVIL SITE PLAN ®0\\\oNAI N.T.S. .. =v m a LP-DTL-SAN-063NTs LP-DIt-WTR-024 LP-DEL-WTR-030 LP-DEL-WTR-033 SHEET NO, 12 OF12 0 c 3 ODR7[700'. ©BRAK3,7MI 1• -A-'A FF. OLSl1AI sRTi' '♦ M"NIN FRI7711111111111111111 � z w O uj U U_ O �a w mm V' V) o O � � m Q w � a � w rlLn H r m� 7r 0 S N L E $ OBSERVE WARNING SIGNS STATE LAW R20-3 48' Y 49' END ROAD W Rlc (G'm-2u7 1200' - - - - -_ s s — — — — b — q W21-7D 48"x48" TRAFFIC NOTES 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD-LATEST EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. NO LANES SHALL BE BLOCKED FROM 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:30 PM MONDAY THRU FRIDAY. 3. OFF DUTY POLICE OFFICERS/FLAGGERS ARE REQUIRED TO DIRECT TRAFFIC WHEN LANES ARE BLOCKED. 4. CONTRACTOR SHALL COVER THE EXCAVATIONS WITH STEEL PLATES ANCHORED PROPERLY DURING NON -WORKING HOURS AND ALLOW NORMAL TRAFFIC FLOW. IF COVERING IS NOT FEASIBLE. USE TRANTEX FR 336 EFX 3r DELINEATOR OR APPROVED EQUAL WTIH SHEETING AND BASE EPDXIED TO PAVEMENT NEXT TO EXCAVATION DURING NON -WORKING HOURS. 5. APPROVED COPIES OF "TRAFFIC CONTROL PLANS" SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. 6. IF THE CONTRACTOR CHOOSES TO USE A DIFFERENT METHOD OF TRAFFIC CONTROL PLAN DURING THE CONSTRUCTION THAN WHAT IS OUTLINED IN THE CONTRACT DRAWINGS, (S)HE SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT ALTERNATE PLANS* TO TRAFFIC SECTION OF HCPID FOR APPROVAL TEN WORKING DAYS PRIOR TO IMPLEMENTATION. * THESE PLANS SHALL BE DRAWN TO SCALE ON REPRODUCIBLE MYLARS AND SEALED BY A LICENSED ENGINEER IN THE STATE OF TEXAS. PLANS WILL BECOME A PART OF THE CONTRACT DRAWINGS. 7. IF THE PROJECT IS WITHIN 400 FEET FROM A SIGNALIZED INTERSECTION, THE CONTRACTROR SHALL CONTACT HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT, SIGNAL DIVISION AT 713-881-3210 FIVE (5) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. CW20-5R d WORKING 200' 600' DRUM 0 50' C/C WITH 8 CHEVRONS (CW1-8) 0 100' C/C m AREA BUFFER TAPER 100, 100' Aplyll -Re TAPER I BUFFER i 1 lki � S 01'00'45" E � a a s a b CV BAY AREA BOULEVARD (150' PUBLIC R.O.W.) SPEED LIMIT 50 AAPW NOTES 1. ALL ADVANCED WARNING SIGNS TO BE SET PRIOR TO START OF CONSRUCTION ACTIVITIES AND TO REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITIES ARE COMPLETE AND ACCEPTED BY HARRIS COUNTY. THE CONTRACTOR WILL COORDINATE WITH THE HARRIS COUNTY ENGINEERING DEPARTMENT IN ESTABLISHING TRAFFIC ROUTES AND LOCATION OF SIGNS. 2. ALL SIGNS MARKED (*) SHALL HAVE WARNING FLAGS MOUNTED ON TOP OF THE SIGN. 3. UNIFORMED PEACE OFFICER SHALL BE NEEDED TO CONTROL TRAFFIC AT ALL MAJOR INTERSECTIONS. 4. ALL FLAGGERS SHALL BE IN RADIO CONTACT WITH EACH OTHER AT ALL TIMES. 5. ADVANCE SIGNING SHALL BE PLACED A MINIMUM OF TWO WEEKS IN ADVANCE TO INFORM OF POSSIBLE DELAY. CONTRACTOR SHALL NOTIFY THE HARRIS COUNTY ENGINEERING DEPARTMENT AT LEAST TWO WEEKS PROR TO ANY CONSTRUCTION. 6. ALL PORTABLE SIGNING, DRUMS AND CONES SHALL BE REMOVED AT THE END OF EACH DAY 7. IF WORK ZONE IS NEEDED OVERNIGHT ALL CONES OR TUBULAR MARKERS SHALL BE REPLACED WITH DRUMS W/VP'S AND TEMPORARY PAVEMENT MARKINGS SHALL BE IN PLACE FOR NIGH11ME OPERATION AS DIRECTED BY THE ENGINEER. B. SIGN R20-3 IS REQUIRED IN ADVANCE OF PROJECT LIMITS. 9. ACCESS TO EXISTING BUSINESSES OR RESIDENCES SHALL BE MAINTAINED AT ALL TIMES. TENNESSEE GAS TRANSMISSION CO. R/R TRACK- k" VICINITY MAP NO SCALE KEY MAP # 579 H&M GIMS # 6153d, 6152b ZIP CODE 77507 i 7 — H.C.F.C.D. P # 10093701 SHEET NO. 12A of 12 PERMIT 03-28-07 CONSTRUCTION 04-16-07 REVISION 2 05-11-07 NOTES THIS SURVEY WAS PROVIDE BY "PINNELL SURVEY, INC." DATED DECEMBER 27, 2006 1215 WEST 19th. STREET HOUSTON, TEXAS 77008 Ph. (713) 880-0808, Fax. (713) 802-1221 INTERPORT DISTRIBUTION CENTER LA PORTE, HARRIS COUNTY, TEXAS A PROJECT FOR FIRST INDUSTRIAL REALTY TRUST, INC DRAWN BY 5 CHECKED p SCALE NOT TO SCALE 0 a no Un 11806 WILCREST, SUITE 200 HOUSTON, TEXAS 77031 (281)530-3168 powers 1314 Texas Ave. brown. Suite401 Houston, TX 77002 1 r C 1 t 713.224.045E eCture 713.224.0457fax TRAFFIC CONTROL PLAN FOR TYPICAL DRIVEWAY CONSTRUCTION ON BAY AREA BOULEVARD 1 DRAWING NUMBER a (E OF TF III �v. ....... p i.*....................� '• *.� . 11 11,E /ONAL �a0� 0 0 c W z m � a z z z M z Q 0 o cc a a or W 0 N u> C ZW U tal w ? z l 1 O �5 etc O a m m �� N g6, o o m Q a < W LU Q {,(� r-I o z m � II i I 2 m LEGEND: Q@ 14" - 2" CALIPER NEWLY PLANTED STREET TREES - ELM SPECIES: 48 PLANTED 14 - 2" CALIPER NEWLY PLANTED PARKING LOT TREES - ELM SPECIES: 27 PLANTED © PARKING LOT SHRUBS INDIAN HAWTHORN THERFORE: 10 SHRUBS PER 1 STREET TREE 48X10= 480 SHRUBS 360 TO BE PLANTED ALONG PERIMETER OF PARKING LOT WITH REMAINDER ALONG BUILDING PERIMETER I 0 I 0 N 0 I 0 N %T 1196'-0" PHASE 1 BUILDING ONE CROSS DOCK 598,000 SF CLEAR HEIGHT 30'-0" n 7 -6 - t►l�1�1� 16 o� / ' • •• H SITE PLAN PLAN NORTH i" = 90'-0" ISSUE DATE DESCRIPTION 03-28-07 ISSUE FOR PERMIT Q04-16-07 ISSUE FOR CONSTRUCTION NOTES PROJECT TITLE INTERPORT DISTRIBUTION CENTER LA PORTE HARRIS COUNTY; TEXAS A PROJECT FOR I FIRST INDUSTRIAL REALTY TRUST, INC PROJECT NO. 06806 ; DRAWN BY REM I CHECKED NK SCALE AS NOTED -s a C a powers 1314 Texas Ave. Suite 401 brown. Houston, TX 77002 arch 1 t cc 713.224.0456 e c t u r e 713.224.0457 fax e DRAWING TITLE LANDSCAPE PLAN DRAWING NUMBER ply n& r� Ow .� {`u .•o OF LS 1 G 0 I