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INTERPORT DISTRIBUTION CENTER PH. 1 (BAYPORT DIST. SITE)
LUC;A I IUN MAP FliJUi7L MF9*71 mmi CITY OF LA PORTE miARRIS COUNTY7 TEXAS FAIRMONT PARKWAY m 3 F' 3 PROJECT SITE �Fd d�p'nn .ppgd $�J9. PREP BPS N VICINITY MAP NO SCALE KEY MAP # 579 H&M GIMS # 6153d. 6152b ZIP CODE 77507 LAI INDEX OF SHEETS SHEET NO. DESCRIPTION 1 OF 12 COVER SHEET 2 OF 12 EXPRESS REVIEW SHEET 3A OF 12 DIMENSION CONTROL PLAN 3 OF 12 OVERALL SITE PLAN & SWOMP 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 FIRE LINE ACCESS PLAN 8 OF 12 STORM PUMP STATION DETAILS 9 OF 12 SANITARY 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 TRAFFIC CONTROL PLAN LANDSCAPE PLAN RUn Engheeidng, Onco 11806 WILCREST DRIVE, SUITE 200 HOUSTON, TEXAS 77031 TELEPHONE NUMBER: (281) 530-3168 SURVEYED BY: L.E.I. FB NO. I SHEET NO.: 1 OF 4-2- •CPS OF TFq,�O eo wu -0 .•..... t844859j 1�0�pSS/ONAL E�Gd AUG 012007 §97 7W7 l , PAVING I. DESIGN THICKNESS OF PAVING 50. 6" AND 7" 11. STABILIZED SUBGRADE TO A DEPTH OF 6" III. DESIGN STRENGTH OF CONCRETE 3000 psi IV. TYPE AND PLACEMENT OF STEEL: #4 ® 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 II. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS ON SHEET __11 LADIES I - If TO BE COMPLETED ONLY IF PROJECT ENTAILS CONSTRUCTION OF DRIVEWAYS AT TIME OF DEVELOPMENT FIRE APPARATUS ACCESS ROAD ® REQUIRED AND SHOWN ON SHEET(S) 7 ❑ NOT REQUIRED DUE TO CURBING I. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING II. IM STANDARD 6" CURBING PROPOSED ❑ 4" x 12" CURBING PROPOSED ❑ 6" OR 4" x 12" ALLOWED EXCEPT AT MEDIANS AND ISLANDS TRAFFIC CONSIDERATIONS I. MEDIAN CUTS ® NO MEDIAN CUT OR RELOCATION IS PROPOSED ❑ MEDIAN MODIFICATIONS ARE SHOWN ON SHEET II. 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 6, STORM WATER QUALITY I. CONSTRUCTION PROTECTIVE MEASURES. ® SWPPP SITE PLAN AND DETAILS ON SHEET(S) 6 AND 10 2. SUBDIVISION DRAINAGE 1. DRAINAGE SYSTEM TYPE STORM SEWER ❑ R DSIDE DITCH ❑ CITY OF ❑ OTHER ❑ TO DETENTION PON ❑ DETENTION POND MAI ❑ TO HCFCD DRAINAGE ❑ TO HARRIS COUNTY ROAD NAME: ❑STATIC W.S.E. 0 OU ❑ PROPOSED STORM J 1 BY _ UNIT NO. E DITCH SITE DRAINAGE (OTHER THAN SUBDMSION TYPE PROJECTS) 1. PROPOSED DRAINAGE AREA ® NEW DEVELOPMENT AREA: 44.408 AC DEV./87.9074 AC TOTAL ❑ RE —DEVELOPMENT AREA (AMOUNT INCREASED IMPERVIOUS AREA): II, DETENTION VOLUME (DRY BASIN NEW AREA 87.9074X 0.75 = 65.9306 ACRE—FEET DETENTION REQUIRED FREQUENCY PROPOSED VOLUME = 66.9598 ACRE FEET III. OUTFACE 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) CAPACITY OCATED TO TRACT FROM D. A. (CFS) IV. PUMPED DETENTION FA I ITIFS FROM D GE AREA MAP DATED: VOLUME THAT GRAVITY FLOWS: 16.4827 ACRE FEET PREPA BY: VOLUME THAT IS PUMPED: _ 49.4480 ACRE FEET ACTU OUTFALL RATE: (CFS) ENTRANCE VELOCITY INTO ROADSIDE DITCH OR STORM SEWER: 3 Fi/S PUMP SPECIFICATIONS AND OPERATING PLAN El/HER: APPEAR ON SHEET 8 / FLOW PRIOR TO DETENTION: ON AFTER DETENTION (IF REQUIRED): CFS NNOTES, I - N REQUIRED ON ALL SUBDIVISION TYPE PROJECTS INCLUDING MANUFACTURED HOME PARKS. 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_—_v--___—____—__ © "STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWQMP SITE PLAN ON SHEET(S) ------------------ III. STORM WATER QUALITY FEATURES. ❑ VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SWALE, URBAN FORESTRY) DETAILS AND CALCULATIONS APPEAR ON SHEET(S) --_ POND STRUCTURE USED (WET, DRY, WETLANDS) DETAILS AND -_ CALCULATIONS APPEAR ON SHEET(S) _3 ❑ HYDRODYNAMIC TYPE SEPERATOR MODEL:— ❑ OTHER(S): NOTES: I - It REQUIRED ON ALL PROJECTS, III IF NOT EXEMPT OR 'GRANDFATHERED' 9. WHEEL CHAIR RAMPS / SIDEWALK WHEEL CHAIR RAMPS PROPOSED YES ❑ NO SIDEWALKS PROPOSED YES ❑ NO NOTE: IF A MAJOR CATEGORY ON THIS SHEET IS NOT REQUIRED FOR THE PROJECT, "X" THROUGH THAT ENTIRE SECTION. CATEGORY (6) MUST BE COMPLETED. 10.0 ,wiviv iv.v n�now RVIL J. UCJvnIr11VP1 yr rRvrcn1i / JF11V. J, LOUD 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 PRNECTS. DEVELOPMENT AREA INCLUES ALL AREA WHERE BUILDING, PAVING OR GRADING WILL OCCUR. AREAS NOT INCLUDED BUT WITHIN THE PROPERTYS BOUNDARIES MUST BE DELINEATED AS A 'NO WORK' AREA ON THE DRAWINGS. If. - 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 DETENTTOT\BASIN DRAINAGE AREA = ACRES / RAINFALL EVENT P LRY PRE -DEVELOPED PEAK RUNOFF CFS I POST -DEVELOPED PEAK RUNOFF CFS DETENTION BASIN PEAK OUTFLOW (CFS) AWCIMUM SURFACE ATION PEAK STORAGE VOLUME AC-• STORAGE RATE (AC -FT PER AC 10% EXCEEDANCE (10- 1% EXCEEDANCE (1GO-YEAR) ADDITIONAL CRITERIA FOR MPED DETENTION BASINS: VOLUME OF PUMPED 1% EXC CE STORAGE VOLUME = _AC -Fr % OF TO VOLUME MAXIMUM DESIGN OUTFLOW VELOC INTO HCFCD CHANNEL = CFS DRAIN TIME FOR BASIN = HOURS BASED ON , HEAD CONDITIONS. ORMWATER DRAINAGE DESIG EPORT REPORT TITLE REPORT DATE EN EERING FIRM DATE OF ACKNOWLEDGEMENT BY HCFCD OR FLOODPLAIN IST24 STORMWATER DETENTION FOR I PLAN TIRE ENGINEERING FIRM WORK CONTAINEt DATE SIGNED BY eryr��ra,unca�i,r�Jl ,. If THESE PLANS IS PROVIDED BY OTHER PLANS: IV. REFER 20 PLAN SHEETS FOR EXISTING AND PROPOSED RIGHT OF WAY LINEATION AND COMPLETE RECORDING INFORMATION TO INCLUDE CLERK' FILE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT, FEE RIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.) ;NOTES, I. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. If. 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 OUIFALL, BACKSLOPE INTERCEPTOR OR OTHER RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. N. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO IT AN EXISTING OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN. EXPRESS REVIEW SHEET 4, WATER AND WASTEWATER 1. 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 11. COMPLETE FOR ALL PROJECTS. III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED $, FLOOD PLAIN STATUS I. 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 (PROVIDED 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) ® 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 EcW BOON CHOATE RD. W. OF STREAM CENTER IN KEYMAP 580S IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00 8". 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) E] 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 If. COMPLETE ONLY IF PROJECT IS ADJACENT TO 100-YEAR FLOOD PLAIN IV_ ❑LOMR REQUIRED Pa:11mm7:rA 5. DESCRIPTION OF PROPERTY I. LEGAL DESCRIPTION: INTERPORT DISTIBUTIONI CENTER A SUBDIVISION OF87,908 ACRES (3,829,248 SO. FT.) TRACT OF LAND, LOCATED IN THE GEORGE B, MCKINSTRY LEAGUE, ABSTRACT NIL 47, HARRIS COUNTY, TEXAS ® NEW PLAT LOCATED IN THESE SURVEYS: THE C£ORGE B. HCKINSTRY LEAGUE, ABSTRACT NIL 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—OGO-0550 NOTES L. III., IV., COMPLETE FOR ALL PROJECTS If. 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 IU PAVING AND/UN UNAINAGL ONLY DATE 711 % DATE/JO �1 BY TO LOCATION 0 SIN COUNTY1�'1• ` DATE �Y' By AS TO STORM WATER QUALITY - Z 3 - ( 5 DATE S COUNTY FLOOD CONTROL DISTRICT INTERPOSE NO OBJECTION �� ErMo iIG(,G()(�,tetJ�enu.��� [)i bAxIL4 ^DATE 7" Z3—ol FOR ITEMS LOCATED OUTSIDE 09 HCFCD RIGHT-OF-WAY APPROVED: BY DATE FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT-OF-WAY APPROVED: BY DATE FOR GEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-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 REUEVE 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 e'lftltt%lk\ JlE OF te%%k 1, BO WU A LICENSED PROFESSIONAL T � . ; ..•••.., 4-, 1 ENGINEER IN THE STATE OF TEXAS DO HEREBY CERTIFY THAT THE INFORMATION i *cl * +j PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF * ,Ir MY KNOWLEDGE. %Bo WU ..................... JO THE COMPLETED PROJECT CONSISTS OF DRAWING SHEETS 1 THRU 12 �� moo'•. '.. I sl ���, r ��� sj �`/� �/'/� :oIStE. �? ?-/7 44%\\\"_'Lx SIGNATURE GATE R E V I S I O N S DATE SHEET NO. DESCRIPTION A1.KNnWJ FTN:LIFNT INTERPORT DISTRIBUTION CENTER APPLICANT NO. SHEET NUMBER 2 OF 12 �I THE LUBRIZOL CORPORATION Called 237.103 Acre C.F. No. C563972, H. C.O. . R.R.P. SA VE & EXCEPT 46.51 AR.cres C.F. No. T329606, H. C.O.P R. P. 1s��812/ 65 / / N / 116.00' /o �o `%B I PROPOSEDTj DETENTION POND / ice/ �/�i ;u IIII 26.00' III h D' III. nrtr - 840.00' -'_-_ N I 0 \ O_ `SEE DETAIL C DETAIL C I� 9' (TYP.) 12' (TYP.) 0 C SEE DETAIL B PROPOSED BUILDING ONE 598,000 SF FF=18.00 1196.00' SEE DETAIL B IY 0100'45m II 84<9.560 a ,j 00 N .6 O ,O 0 12 (TYP.) N c i-- 140.87' 1092.00' SEE DETAIL Al SEE DETAIL A2 8.00, 132.00' OD 00 0 m S 8859015" W 1,364.87'---1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___________________________________________________.________ THE LUBRIZOL CORPORA7ON Called 237..103 Acres 2, H. C.O.P. R.R.P. C.F. No. C56397 SAVE & EXCEPT 46.51 Acres C.F. No. T329606, H. C.O.P.R.R. P. 7.13' 9.71' 19.00' 19.00' 24.00' /— P V T c�'n, � 97Pe18.S0 TP-1&70 G V� (Jj O �jI TP-16.80 n N T*07.30 S TW-17.40 TW-17.70 TP-17.00 (N.T.S.) 7W-17.40 PROJECT SITE VICINITY MAP NO SCALE KEY MAP # 579 H&M GIMS # 6153d, 6152b ZIP CODE 77507 DESCRIPTION PERMIT 03-28-07 CONSTRUCITON 04-1G-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, Fux. (713) 802-1221 m 7W-17.30 p v PROJECT TITLE N 27 O O 7P=18 80 7P•18 45 INTERPORT v (.3i DISTRIBUTION CENTER 1 LA PORTE, HAMS COUNTY, TEXAS m Al N 7P-15.80 19.00' 19.00' 24.00' 7.1 S DETAIL A2 (N.T.S.) 22.30' 19.00' , 24.00' 19.00'_,_ 22.50' 7WLiLSu 7P�18.80-" L 7W-17.30 -/ MmI7.40- j-TP�14.00 -TtlY-14.S0 7Wm17.95 \\- TW,14.90 7P-14M 1Wo17.95 DETAIL B (N.T.S.) 9.71' 9.13' 24.00' 19.00' 19.00' �— ,- m FCA 1 -P TC-17.70 IP- TP�17.00 DETAIL C TM1-t7'95 CIVIL SITE PLAN (N.T.S.) H,C,F,C,D, P # 1009370 SHEET NO. 3A OF 12 A PROJECT FOR FIRST INDUSTRIAL REALTY TRUST, INC DRAWN BY CHECKED 13 Un [Engbeeu ngp Onc. 11806 WILCREST, SUITE 200 HOUSTUN, TEXAS 77031 (281)530=3168 U a v powers 1314 Texas Ave. o Suite 401 brown . u Houston, TX 77002 �.rChlt 713.224.045E e c t u r e 713.224.0457 fax DIMENSION CONTROL PLAN FOR INTERPORT DISTRIBUTION CENTER DRAWING NUMBI • �OF • T .........................Fq•.::... ...::. �*.a.i.l .o8859e°,®AFSS/ONAL t* — E TA 27" BENCHMARK: FLOODPWN REFERENCE MARK NUMBER 010290 NS).7 S: FLOODPLAIN REFERENCE MARK NUMBER 010290 IS AN BRASS DISK STAMPED 010290 ON BRIDGE AT CHOATE ROAD AND AIG4-07-00; THIS TRACT USE IN ZONE •X' (UNSHADED) AND DOES NOT UE WITH ELEV.= 6.08' (NAVD 1988, 2D01 ADJUSTMENT) THE 500-YEAR FLOOD PLAIN AS PER THE NATIONAL FLOOD INSURANCE PROGRAM FIRM COMMUNITY PANEL MAP NUMBER 48201CO945J, LATEST FAIRMONT PARKWAY AVAILABLE PUBLISHED REVISION DATE NO✓EMBER 6, 1996. CURVE TABLE TEMPORARY BENCHAEA2K: UES'YEAR ZONE(PARTLY SHADED)AND DOES NOT E PROP -24 RCP RADIUS LENGTH CHORD BRO. & DISNO TOP OF CHISELED SQUARE ON CONCRETE RAILROAD CROSSING, LOCATED ON THE WEST SIDE OF BAY AREA BOULEVARD WITHINTHIS THE 100 FLOOD PER TH)E NATIONAL FLOOD INSURANCE PROGRAM FIRM COMMUNITY PANEL MAP NUMBER STM SWR 0 0.18X 416.59' 303. 73' N 182453' E - NEAR NORTHEAST CORNER PROPERTY• AS SHOWN HEREON; 48201C0945L. LATEST AVAILABLE PUBLISHED PREUMINARY REVISION DATE JUNE 9, 2006.ElLY.= PROP JL*lcTNN1 801 4 283.02'N 58'59'10"E 18.59' (NAw 1888, 2001 AAIUSTMET4f)O6•411.89' SIA1/ WATER CUl4LRY_FFAi�18EOF AT PROP 18* WATER QUALNY OUTLET OFL PUWS Flr12M SOUTHERN PAC/FTC 7RANSPORTARON COMPANY PIPE WITH WIRE S TRAM RACK CF. No. DB67930. 24" Fl.-10.36 (SI HCO.P.R.RP. ciEE MAN" 'WE RAILROAD TRACKS --_f'-fz2 96------- N ---8-------- --- --- -- 8T25 45L i !! l T -� ---.------ INO.1 DEL C1 41 446' C2 3922' n i NDSNO00 D LOPMENT COMP NY m ____ / s 35' IPELINE EA S MENT CF. O. C56397 HCO.P.R.R.P. - ' Y �Ml� CON(• OASTN / ": _-,DETENTION-P!> SLOPE CINNNEI O 0. y - _ - TIESIDE PIN . P.P. / / '- - - - - - - - - �. " W.S.EL.-14.00 T.O.P. l / 1 J /----------" _ I ® ENTERPRISE li5LJ4E1lAfrEL 281-470-490,,E / (- 7HE LUBRIZOL CORPORA7701V Called 237.. 103 Acres ( B00-644-4773 T.O.P. 10.7 o ! ) a C No. C563972, H. C.O.P. $ P. 0 r. BP.Sg^ P I I .P. SAVE & Acres PROP INLET O" SUBSURFACE PIPELINE 1 " SUBSURFACE P/PEL/VIES .' 6' = 70. v'' E C.F. No. T329606, H.C.O.P.R.R.P. RNA ELr7.8p �y Q6 E W- FLI jp ` 3e F TO-1502 38* (HOPE) FL-319 ( !' , r :D. aD" _ T.O.P. 6" = n.l 1 '! i 38* T . FL-' I ( ) 10.6 a' - r~ TNESSEE GAS O.P. 6" TRANSMISSION COMPAN� 40' .0. 6" • 1 C 40' PIPEG/NE EASEA ENT T.O.P. 6" = 11.0 p i"o =�� .3 _ y.. CF.. NO C533722, I U N 0 E V E L O P E 0 W 0 TI E D T R C T J E 1 :-q58 l L ---- ----- --- 14 I 1 i 2 Q� I I i �N 7ENNESSEE CAS TRANSMISS/ON COMPANY / / e4 I 1 OQ 50' PIPELINE EASEMENT U a / q P. I )- i }V CF.. NO. C533723, HCOARR.P. 4. tE PEp58 TOTAL AREA �. ocD 0 1 A-18.12+14.80+4+y17+11.63+1.37 Oo (J) 6" SUBSURFACE PIPELINES -7,89 AC .TO' SUBSURFACE PIPELINE •� STANDARD PERMIT NOTIES• A CONTRACTOR TO OBTAIN ALL PERMITS REWIRED BY THE 'REGULATIONS OF RABBIS COUNTY, TEXAS FOR FLOOD PLAIN MANAGEMENT" PRIOR TO STARTING CONSTRUCTION. EXIS77NO ��� B OWNER TO OBTAIN ALL PERMITS REWIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING PUMP STA7701V i i �i� CONSTRUCTION OF UTIU71ES AND/OR CULVERTS WITHIN HARRIS COUNTYS ROAD RIGHT-OF-WAY. i Iasi �� TOP. 60"= 11.0 11 T.O.P. 6" = 70.1 T.O.P. 5" = 10.2 I I TOP. 6" = 10.2 ELL USA, INC. '0' EASEMENT NO. 029606, I 1 I RAILROAD 7RACK H.C.O.P.R.R.P. ) 1 NOTE. 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 CAN OPERATE THE DISTRICTS WATER DISTRIBUTION FACILmES. ALL WATER TAPS ARE TO BE MADE BY AND THE METER SHALL BE INSTALLED BY THE DISTRICT'S OPERATOR. ALL SANITARY SWRER CONNECTIONS SHALL BE INSPECTED BY THE DISTRICT'S OPERATOR. ALL CONSTRUCTION SHALL COMPLY WITH THE DISTRICT'S RATE ORDER.' i! STORM SEWER CALCULATIONS FOR: INTERPORT DISTRIBUTION CENTER PHASE 1-BUILDING ONE L.E.I. JOB NO. 0656 DATE: 03-14-07 BY: QLY CHECK BY: BO WU FREQUENCY 2 YEAR b=75.01 d=16.2 e=0.8315 THE LUBR/ZOL CORPORATION 20' SERVICE EASEMENT THE LUBRIZOL CORPORA77ON Called 237.103 Acres CF. No. C563972, H.C.O.P.R.R.P. SAVE & EXCEPT 46.51 Acres C.F. No. T329606, H.C.O.P.R.R.P. STAR From STAR To Drainage (aces) Total Drainage Area (acres) Runoff Coen. Sum of CA Time of Concen. To (Minutes) Intensity ](in/ Hr) Total of Flows Q (cfs ) Reach LFeeth ( ) Diameter of Rise (inch) Slope (°�) Mann ing's "n" Design Capacity Qc (I Design Velocity MIS) 1 2 0.45 0.45 0.80 0.36 1 23.69 3.50 1 1.26 239 12 0.32% 0.011 2.38 3.03 2 3 0.42 0,87 0.80 0.70 1 24.76 3.42 2.38 219 12 0.32% 0.011 2.38 3.03 3 4 0.44 1 1.31 0.80 1.05 1 25,49 3.37 3.54 138 1 15 0.24% 0.011 1 3.74 3.05 4 5 1.40 1 2.71 0.80 2,17 26,92 3.28 7.11 107 1 24 0.13% 0.011 1 9.64 3.07 5 6 1.47 4.18 0.80 3.34 27.86 3.22 10.77 143 24 0.17% 0.011 1 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 1 14.64 4.66 7 8 1.47 7.12 0.80 5.70 29.13 3.15 17.92 150 30 0.14% OM 1-T 18.14 3.69 8 9 1 AD 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 0.11% 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 1 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 1 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 3.04 35.12 237 36 0.20% 0.011 35.25 4.99 14 J81 0.50 14.93 0.80 11.94 31AO 3.04 36.28 207 36 0,22% 0.011 36.97 5.23 JBi 15 0.00 14,93 0,80 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 E1 DP 0.00 14.60 0.80 1 11.68 31.03 3.04 35.52 132 36 0.30% 0.013 36.53 5.17 JB3 JB4 88 24 0.18% 0.013 9.60 3.06 JB4 IMH 37 24 0.18%1 0.013 1 9.60 1 3.06 Station to Side Slope Drainage Runoff Time of Concen. Intensity ty Total of Flows Ditch Sea Design Deocit Station Slope % Area Coeff. To I Q Manning's .n. Capacity Velocity FS BW BS (acres) C (Minutes) (IN Hr) Ids) Qc Ids) (8!s) 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 7.5 5 7.5 0.045 42.91 1.37 1 ! I f ! PROPO;i D ' BUILDI G ONE, 0.48 6 IUND E VE4 OPED 410 ODED ITRACT ISt 0.4 �-60 •� ®# 4 ! 9 1 4 \L.47,/ 4 I $ r -------------- S 88:59'f5' W - 1,36'R,Bi ,s--------------------------------------- 10D-YR 25% GRAVITY 100-YEAR WS.-14.00 FLAW VOLUME WATER SUIFACE-14.00 0 18.97 AC -FT HB-14-50 GRNAN WSE=ltt7 WATER QUNJTY OUTLET 3 1 BOTTOM F1EV.-BS 1 3 (PERFI)TATED 18" PVC) 75% PUMPED WIRE MESH 24.00, - - VARIES ---�- ZVOWIE: 50.90 FOR TREATMEDT ELEVI TRASH RACK TON POND CRdSS ccrrw+ AVc DOTmM 11r95_ N OM PRIVATE DETENTION POND TO .� BE OWNED AND OPERATED BY OWNERS. TOE EL-5.40 DETENTION CALCULATION 18' FL-3.40 PROP IS' STM DETENTION POND PROVIDED: (HOPE) 0 0.45X AVE. AREA: 8.9280 AC, DEPTH TO DETENT: 7.5 FT CROSS SECTION "A -A" STORAGE VOLUME: 66,9598 AC -FT DETENTION SUMMARY. (N.T.S.) AREA SERVED= -_ 87,9074 ACRES STORM WATER QUALITY ITT An IRF CAL C B A71ON DETENTION STORAGE RATE=Cs= _ _ 0.75 ACRE-FEE['/ACRE DETENTION STORAGE MINIMUM VOLUME REQUIRED=65.9306 ACRE-FEET 1. TOTAL DRAINAGE AREA SERVED=87.9074 ACRES DETENTION STORAGE VOLUME PROVIDED= 0MM ACRE-FEET REQUIRED TREATMENT VOLUME: MAXIMUM DESIGN WATER SURFACE ELEVATION= 14.00 FT (2001 ADJ.) Vr=(O.!V12)X87.9074=3.6628 AC -FT RESTRICTOR SIZE= 18 INCHES DESIGN POND SIDE SLOPE=3:1 BOTTOM 75% PUMPED VOLUME=0.75x65.9306=49.4480 ACRE-FEET AVE AREA=7.7046 AC, 1.0 FT DEEP DETENTION 25% GRAVITY FLOW VOLUME=0.25x65.9306=16.4827 ACRE-FEET Vp=7.7046 AC -FT PROVIDED TREATMENT VOLUME: POND ALLOWABLE DISCHARGE.. 2. ORIFICE AREA TOTAL LENGTH FRONTAGE THE EXISTING DITCH = 1613.57 FT. DRAIN 50% OF WATER IN 24-HR ALLOWABLE DISCHARGE = 1613.57 x 0.0088 = 14.20 CFS Ao=0.Sitp/(120.3xATx(AHIII =0.5x7.7046/(120.3x24x(1Tn) PROP 24' =58.12 SQ-IN Six SWIR 3. RISER HOLES CALCULATION: Ah=3. 16*R2 TAKE D=3 IN, R=1.5 IN Ah=3.1 t•161 2 ) Ah=7.07 m M o r 3 F PROP TYPE V MIN 240 FL-10.30 (yN) R.OX ,r 3W FL-10.30 (�� (S /Y Tw . GAS P/PEL/NE MARKER 800-392-1965 ------------ PROP STM KW STATION (SEE PINUP ON �=711IO��N ��OETAIL F/O7T$TONBPIPE LINE COMPANY 20' PIPELINE EAS MEWT C.F. NO. 02 , y�� AR.RP. 13 T.O.P. = 05 .r VI .40 81 HOLES OF PERFORATED PD'E OYP.) 1B' N=Ao//JI=58.12/ 7.07=8.22 8-3"0 HOLES LOCATION RESTRICTOR SAY (ROUND DWONI N=8 8-3.0 HOLES OF PERFORATED PIPE OR O TTF i I RESTRICTOR DETAIL EQUIVALENT COULD BF IISFn. (NOT TO SCAT E' NOTE: RESTRICTOR WILL BE A MINIMUM OF 4 FEET IN LENGTH OR GREATER OUTFALL ORIFICE .AL (` ATIONALLOWABLE DISCHARGE Q=14.20 CFS Q = CA*((2gh)^0.5) A = Q/(C*((2gh)'b.5)) A = 14.2O/(O.8*((2*3Z2*1.5)-O.5)) A = 1.806 D = 2*(A/3.14)"'0.5 D = 2*(1.806/1 D=1.52 FT. USE 18" PIPE ACTUAL OUTFALL RATE: Q = CA%2ghI Q = 13.90 CFS 5'-0• o.5OX r 2" o.5oz /3015" E.W. OR 6x6xW4.5xW4.5WWF CROSS SECTION "B-B" DETETION BASIN PILOT CHANNEI (N.T.S.) ELECTRICAL CONDLNT, NATURAL GROLNN) 0 200 400 1EL-14.2 (N"TOX), TOP OF (ONDINT - 5.1' TO WMITAIN 38* WNMUM CLEAMANCE SCALE, 1'=200' ROM AI PROM PIPEIWES (SEE DWG E1.1) _ 10.1 9.7 VAUL T TYPE *V INLET Et SWAMP PERMIT REQUIREMENTS TG-12.10 DTTCH FL-10.60 (S) UPON COMPLETION OF CONSTRUCTION THE PERMANENT STORM WATER QUALITY 3V (RW) FL,*1•+sO ( FEATURE WILL BE CLEANED OF 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 AS "AS BUILT CERTIFICATE' AND CAWNG FOR FINAL INSPECTION. HARRIS COUNTY ENGINEERING WILL NOT PASS THE FINAL INSPECTION OR ISSUE THE CERTIFICATE OF COMPLIANCE UNTIL THE REQUIRED FINAL CLEANOUT AND STABILIZATION HAVE BEEN CERTIFICATE OF COMPLIANCE HAS BEEN ISSUED." SWQMP SITE PAN: . w�sru. wArtq AUI11O(1(IY WAM L E 1. 45 ACRES TO BE DEVELOPED; 2. 43 ACRES NOT TO BE DEVELOPED; 3. STRUCTURAL CONTROLS: DRY DETENTION POND NON-STRUCTURAL CONTROLS: 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: A WASTE MATERIALS ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY UDDED METAL DUMPSTER RENTED FROM A CERTIFIED WASTER MANAGEMENT COMPANY. THE DUMP5TER 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 ONSITE. 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. B. HAZARDOUS WASTE NO HAZARDOUS WASTE IS EXPECTED TO BE GENERATED OR ENCOUNTERED, ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE 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. C. SANITARY WASTE ALL SANITARY WASTE WILL BE CONNECTED TO THE PUBLIC SEWER SYSTEM AND 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 MANUFACTURES SPECIFICATIONS. 4. DRAINAGE AREAS AND PATTERNS AFTER DEVELOPMENT ARE SHOWN ON THIS PLAN; 5. MOST POLLUTANT WILL BE GENERATED IN PARKING AND LOADING AREAS; 6. ONE (1) 24" STORM SEWERS DISCHARGE STORM WATER TO PUBLIC ROADSIDE DITCH OWNED BY HARRIS COUNTY AT NORTHEAST CORNERS OF PROPERTY; 7. NO OBVIOUS WETLANDS WERE OBSERVED ON THE PROJECT SITE. 16 14 -� PIPELINE �-- i ESMT I I I i EXIST NO 16 14 12 EXIST 30" PIPELINES 12 10 (3) EXIST 6" PIPELINES 10 8 8 6 MINCE 6 4 4 2 80 FIRE UNE 2 W/50' AUGER O 0 CROSS SECTION "C-C" (N,T:&) 16 14 --� PIPELJNE �-- I ESMT i EXIST NO ( EXIST0" PIPELINES ! 16 14 (3) EXIST 6" PIPE NEE 12 12 10 PROP 10 DETENTION 8 POND 8 6 PROP SWALE 2' CUR FL-10.60 6 MIN 4 q 2 2 0 0 PRO 3 BRICK INLET B 132'-360 STM E "I I E1 RIM -5.90 (RCP) 0 0.30X OfTCH FL=1 .60 (S) 360 -0.90 W/40' BORE & JACK 36• FL=1. (NW) CROSS SECTION "E-E' (NI PROJECT SITE VICINITY MAP NO SCALE KEY MAP # 579 H&M GIMS # 6153d, 6152b ZIP CODE 77507 aE r U.P. UTILITY POLE P.P. POWER POLE P.S. PARKING SPACE T.C. TOP OF CURB W.M. WATER METER GA 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 FLOWUNE FND• FOUND R.O.W. RIGHT-OF-WAY T.O.P. TOP OF PIPE P.T.P. PINCHED TOP PIPE QI.P GALVANIZED IRON PIPE SWET SOUTHWESTERN BELL TELEPHONE H.C.O.P.R.R.P. HARRIS COUNTY OFFICIAL PUBLIC RECORDS OF REAL PROPERTY DRAINAGE AREA NO. DRAINAGE ACREAGE STORM SEWER SANITARY SEWER WATER UNE - - - -- - DRAINAGE AREA UNE 16 ','.,,... 14 12 I I 1 40 I --� PIPEUNE I-- ESMT EXIST NG 1 I 16 14 12 EXIST 6" PIPELINE$ EXIST 30" PIPELINES I 10 10 8 8 6 MINCE 6 4 P 38" 221'- 4 STM (HOPE) 2 O 0.22X 2 0 113'-36• STAR O W/40( BORE & JACK TG-12.50 PROP BRICK INLET 38' FL-5.19 (SW) RIM EL-7.60 36• FL-2.61 (N) 36" FL-2.10 CROSS SECTION "D-D" (N.T.S.) 20' I 1 PIPELINE -L--1 19 16 ESMTI IOW 16 EXIST NG 1 laZ 14 I I PROP 37'-24" 14 RCP STM SWR 12 0 0.18X 12 10 10 2• 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" (N.T.S.) CIVIL SITE PLAN H.C.F.C.D. P # 10093701 SHEET NO. 3 OF 12 PERMIT 03-28-07 CONSTRUCTION 04-16-07 REVI:;ION 2 1 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 TITLE INTERPORT DISTRIBUTION CENTER LA PORTE, ORRIS COUNTY, TEXAS A PROJECT FOR FIRST INDUSTRIAL REALTY TRUST, INC DRAWN BY 3 CHECKED a SCALE �- o ® 11806 VILCREST, SUITE 200 HOUSTON, TEXAS 77031 a .• 1281)530-3168 I powers 1314 Texas Ave. brown. Suite 401 tt Houston, TX 77002 'ct r A t 713.224.0456 e c t u r e 713.224.0457 fax WING TITLE OVERALL SITE PLAN & SWQMP SITE PLAN FOR INTERPORT DISTRIBUTION CENTER DRAWING NUMBEI .- OF ®� -II� �....... TF 9111 ......... ...... � BO ..:. ?{ 59 k-S 1 ............................84859 4/0n C.9E0jSSE��`� �4�i 011fsS10NAL I'I � �c7f70 ISSUE DATE DESCRIPTION FAIRMONT PARKWAY NOT.ES:. � FAIRMONT PARKWAY PERMIT 03-28-07 BENCHMARK NOTE: m FLOODPLAIN REFERENCE MARK NUMBER 010290 AUTHORIZATION NOTICE ISSUED BY HARRIS COUNTY PUBLIC THIS TRACT LIES IN ZONE "X" (UNSHADED) AND DOES NOT LIE WITHIN H PROP 37'-24• RCP o CONSTRUCTION 0416-07 FLOODPLAIN REFERENCE MARK NUMBER 010290 IS AN INFRASTRUCTURE DEPARTMENT - ENGINEERING DIVISION - PERMIT THE 500-YEAR FLOOD PLAIN AS PER THE NATIONAL FLOOD INSURANCE STM SWR O 0.18% w w > A REVISION 2 05-11-07 OFFICE - REQUIRED PRIOR TO CONSTRUCTION OF UTILITY OR LEFT PROGRAM FIRM COMMUNITY PANEL MAP NUMBER 48201CO945J, LATEST BRASS DISK STAMPED 010290 ON BRIDGE AT CHOATE TURN LANES WITHIN HARRIS COUNTY AND HARRIS COUNTY FLOOD AVAILABLE PUBLISHED REVISION DATE NOVEMBER 6, 1996. I PROJECT ROAD AND A704-07-00; CONTROL DISTRICT RIGHT-OF-WAY. CONTACT HARRIS COUNTY PERMIT 18 RESiRICTOR SITE OFFICE (713) 956-3000. TRACT LJES IN ZONE "X" (PARTLY SHADED) AND DOES NOT LIE EIF/.= 6.06' (NAND 1988, 2001 ADJUSTMENT) PROP JUNCTION BOP. 4 ® f WITHIN THE 100-YEAR FLOOD PLAIN AS PER THE NATIONAL FLOOD W/ LEVEL. CONiROLS 3O" RCP PL 1a30 e 8< INSURANCE PROGRAM FIRM COMMUNITY PANEL MAP NUMBER Gn ORARY FOR AVIOMKnC SHVr-OFF IF : 48201C0945L, LATEST AVAILABLE PUBLISHED PRELIMINARY REVISION ROADSIDE WATER REACHES 12. TOP OF CHISELED SQUARE ON CONCRETE RAILROAD 50UTHERN PACIFIC 7RANSPORTAT/0N COMPANY ONo. 0wmm,, HCO.PRR.P F. DATE JUNE 9, 2006. 24 FL•30' 1036 PR6 1 CROSSING, LOCATED ON THE WEST SIDE OF BAY AREA (SEE DETAIL ON THIS i eSo- o`' e ay e e BOULEVARD NEAR NORTHEAST CORNER OF PROPERTY, �e x AS SHOWN HEREON: RR. I FL 30' RCP 10.30 y ELEV.= 78.59' (NAND 1988, 2001 ADJUSTMENT) eo - 66'-24• STM FL 30' RCP=II.OQ - - . E - 1, f54 46' (EOPE) o o.1e3 - rn �c• MH N is" -201-' - - - - - N 8775'45'E - f,172. -------------- - _76eo� -- - - _ _- 2-/2• FM ft 1.52 (s) (l� 3p• FL -PE (stN) o PROP TYPE b• MN$T ioa zoo ---- - - - - - -- -- , - ----- �- 124r SWR (N� O 24 F1'-1o'S2 (N � 3o FE-toao (sm+ PROP 3-110'-30• RCP SCALES i•=Too• NOTES Fl•-t,.n. ( cFs) FL-12.. ( CULVERT O o 00% VICINITY MAP 74•5p 74 75-50- TOE �� X �. �•, PROPOSED PAVEMENT: NO SCALE THIS SURVEY WAS PROVIDE BY "PINNELL Sa• BUILDING LINE 10" IL HB 14.50 .50 PROP 54 •` SURVEY, INC. DATED DECEMBER 27, 2006 . O, H.CD.E' GAS PIPELINE MARKER CAR PARKING: 5" KEY MAP # 579 H&M 1215 WEST 19th. STREET PROP 1 TOE 6.9 i 18• WATER I) 800-J i19io-12� 'l " TRUCK CAR PARKING: 7' GIMS # 6153d 6152b HOUSTON, TEXAS 77008 lq I INTERCEPTOR SnJCTURE BERM PER HC PROP / OUTLET FORCE DRIVE: 7 ZIP CODE 77507 Ph. (713) 880-0808, Fox. (713) 802-1221 °0 W/ 24• HOPE t� RAGC 18• 15.000 -AVG EL 85 ® R TTRUCK RUCK APRON: 7" (SEE PROP DETENTION POND - p1iDP �Z-0 045% STM PUMP 11 TDE 7.6 W/3:1 SIDE _ o SLOPE FL 800 '� ( c � O = : E PLW 73S ° RIP -RAP 7.5' DEPTH T.O.P. 30" = 11.2 �- �' PROP 5• CONK. T.O.P. 6' = 11.3 S. I SSTTION TATION ON SHT e) HOUSTON PIPE LINE COMPANY I c W.S.EL =14.00 i BASIN OT T.O.P. " = 1.5 / T.O.P. 6" = 111. / CHANNEL 0 C.F. NIOEaN2E1 EASEMENT CAL CABLE & CONDELECUITTO CONNECT �' BERM THE LUBRIZOL CORPORATION PROP DRAINAGE „�- �" - /" TENNESSEE GAS TRANSMISSI OMPANY / -; PIPE HCO.PR.RP. PROP 10' WIDE PUMP STATION CONTROL PANEL �I ; e.Q Called 23 .103 Acres ` ENTERPRISE PIPELINE MARKER AVG EL 8.5 40• /NE EASEMENT ,,. / VAUL SW� W/ 0.1 SLOPE 2B1-470-4901 OF. 533722, HCO.P.R.R.P. �- EwIERGEHCY Y (BY OTHERS) WATERPROOF v C.F. No. C56397 , H.C.O.P.R.R.P. SA �E & EXCEP 46.51 Acres I FL 6 - / B00-644-4773 / / 4. 14.50 / / I ( 4' III j FL-14.00 (SEE DETAIL ON SHEET 11) _ THERMOPLASTIC JUNCTION BOX W/ " C.F. No. T329606, H.C.0.P.R.R.P. �_ �// TOE 6.9 /PROP y T.O.P. = 10.5 4" CPLG FOR ELEC CORD CONNECTORS „ I / / E1 To.P. = Ia.1 FUTURE BUIL ING PROP T.OP.. "= TG-1210 / FL-10.60 (S /i/ / / 35• FL-1 30 I II 0 �9 T.O.P. = 9.7 PROP g� MET B , ' FLOAT SWITCH HOPE STM 0 q INTERCEPTOR ® SIUCiURE 70 ' T.O.P. 6" = 7a TOP. s" = a2 bs i 1k�i i m,y6 I \6 x ,6, RIM EL.-5.9D 36• FL-0.90 ALL PUMPS / ONd2 30'OfF>72.30' o ,a $ W/ 24• HOPE m T.O.P. 6"= 10.8 / 50' BUILDING LINT //'' VOL. 5920 PG 165, HCD.R. / : �/ n 4i PROP 132-38• STM 12.30' IS HALF FULL a. (SEE DUAL ON = PROP RIP -RAP � / / 1?A\ :,;: 3 b6" &P. 3O" = 11.0 0 I I nj I (RCP) O 0 30% LEVEL OF ROADSIDE I ( 3 SHEET 11 I / /N jp5 ro.a ?? = 7 PROP SWALE Z W 4W BORE O JACK / DITCH ) I ( " PROP BRICK 1lMEf A / r.D.P = 1L1 W/ 0.10% SLOPE I ( x RIM EL-7.80 TO.P. 6" 11.1 W I I I 4 PROJEC "I TITLE38 • FL•210 T0..P6=11.0 PROP 24RCP STM PROP 113'-36' 14.00 41 FL=10.36 / �/ o / ( ) O O. W 40, BORE & / / / (3J 6" SUBSURFACE PIPELINES 30" SUBSURFACE PIPELINE TB 1&0 I I R CONTRACTOR IS TO PLACE4 HYDROMUCH SEEDINGS FOR / / �� � OP. 30" = 10.6 / / / Q I THE ENTIRE DETENTION POND AND OTHER DISTURBED AREA = oa T.o.P. 6" = 103 / /-a� -FO 14.0 TB 13.0 ® TB 13.0 � 10 � PROP SWALE 4 I I p AFTER FINAL GRADING HAS BEEN COMPLETED JUNCTION BOX 4 W/ LEVEL CONTROL DETAIL INTERPORT o v TOP 6" = 10.2 FL 12.5 W/ 0.20% SLOPE FL 11.0 (I y w,r.s.) T TO.P. ._3, s IIST60• DISTRIBUTION CENTER a (- ,2,-8- (HDPE) O O.22% I / = LS.t9 TB 1&0 II AS- LA PORTS, HARRIS COUNTY, TEXAS srlq FL•10 FLr281 (N) TP-13 00 TP-13.00 TP-13.00 I 50 PROP 3-80'-30• RCP PROP � " _ TP-14.00 TP-13.80 CULVERi O 0.00% T8-tao w ED to-1&0 y / TP-t3.0P0 14.00 TC-1480 TP-13.50 I PROP TYPE •D WET 30 FL-1055 (ShM) 3 0 air TP-18.10 I TP-14.30 TP•13.90 TP-13.70 yo' FL-tzs-,t.o o TP-15.90 ijSo TP-1&70 _ . APROJECTFOR a ;; Bt TP-1377 I .00 Tr o -lam o r /1rL•1 - •�i'12 TC-i7.20 I TP-13.77 `' TP-13.77 13.90 6 30 FL-,0 e.o' FIRST INDUSTRIAL v � e5 -' / ( TP-78.70 TP-,870 TC-t TP-14.00 TP-14.00J TP-14.00 TP-14.00 I II TP-16.60 TP-18.80' REALTY TRUST, INC TP-16.80 TP-14.00 TP-14.00 SECTION "A -A" TF�-14. TP•14 TP•18.70 I I TP-16 I TP•14• TP=17.00 A"T o9 yrOO (N.T.S,) TB 74.50 a PROJECT NO / NY IENNESSEE GAS TRANSMISSION -•,PROPSW� 50•P/P£L/Nf EASEMENT 'STP-17•'CF. NO.. C533723 HCOP.RR.P. TC-17.50 (G-17,Sp . PROP SWALE 78•7W/M X 3.1 OP SLOPE w/ 4AX 3:t v3 p DRAWNBY TP-17.00 150ROW �, 3 o CHECKED PROP 7'-• SiM ( O Om 1 TG-18.00 , Ft t.o-t0.6 SCALE x TG-18.0p ' FL-8.1+ ( PROPOSED ta• FL-13.o0 (s) BUILDING ONE I a 3S0 "�3'0 120 ® v N01t90'45"W .56' I 598.000 SF Un ��rilo�rnlC�C�PBW �G9C�o TC-17.50 FF=18.aD TCr17.50 0 z46' TP-17.00 TP-17•� 0 "B-B" 11806 WILCREST, SUITE ROO TP-1&60 - TP-18 80 i i DO C SECTION HOUSTON, TEXAS 77031 c 5g. 16i/ding Line % Vol. 5320, Pg. 165, KC.D.R. ,3 P� �.-�• � °0� P , •-12• STM m I a (N.T,SJ (281)530-3168 8 (HOPE) O O.20% - (HOPE) O 0.32% - PROP 1E SWAB I W/ p, �pPE TC-t7.5O ® U N D E V P E D W O O D E D r R A C T TC-17,50 /y I 7 0 �l LEGEND: a v TP-17.00 TP-17.00 II PROP 23'-120 STM I TG-18.00 TG-16.00 I } NOTES: U.P. P.P. UTILITY' POLE POWER POLE powers 1314 Texas Ave. o O 0.32% t2' FIr11.43 (W) 38 FL-8.81 (SOFT) 12 FL.•12.24 NdeS TG-13.00 ( ) 2 1 Q 1. 25' RADIUS IS DUE TO LARGE P.S. PARKING SPACE B FL-11.50 (� 24• FL-&W (E� PROP 219'-12• STM- I 03 TRUCK ACCESS, T.C. TOP OF CURB Suite 401 II brown. B TC-17.502. 'iP-17,00 (HOPE) O 0.3M I CULVERT SIZE AND GRADE TO BE W.M. WATER METER ®W • y k � 75W- y� 6 CONFIRMED BY H.C. PCT. 2. G.A.GUY ANCHOR Houston, TX 77002 PROP 203'-38• STM_,,- TG•1300 TW-17.70 36 FL-7.48 (E3W) (HDPE) O 0.14% TC-1450 TP-14.00 TC 47.50 ! ! i i W.V. G.M. WATER VALVE GAS METER a' r i t ti U CD a v (�) O 0•� I TP-17.0014 TP-14.00 TP-17,pp 7W-17.70 y II F.H. FIRE HYDRANT 713.224.045E F a �O I TP-13'70 TP-14.00 TP-14.00 TP-14.00 TP-17.00 16.80 18.90 G.I. M.H. GRATE INLET MAN HOLE e c t u r a 713.224.0457 fax TP-14.00 TP•14.00 TP-14.00 TP-i4.00 16.80 C.O. CLEAN OUT 5 T.S. TRAFFIC SIGN 3 B N ' TP-16.80 li " 14. L_ ITP-18.70 I I I 30• FL-1070 I.R. I.P. IRON ROD IRON IPE L' H DRAWING TITLE 16.80 18.70 TP-13.90 PROP 158'-36• STM I 7P-1 TP-1377o " l TPrt3.90 (POPE) O 0.11% PROP HB (TYP) CH CHORD 0 ® ® I TP- 70 1 _ pRaP 143"-24• 15•Q0 1P-i3.70 7 PROP 2' HMAC W 10' T.R. C.F. TOP OF RAIL CLERK'S FILE T GRADING AND Dx.AINAGE PLAN `0 TP•18 I 1 , H� O 030% 6 0 o•17% 5 6 3 � 58-30• �.�� BASE L.S. LIGHT STANDARD FOR INTERPORT d 12 TG-15.70 TP-13 ! ® I I e 5 gp PROP 117•-38• a7t 13� -0- TP•1� 20 SiM HOPE) O 11p-13,Go 2 1 ,4 15.80 0.21 I I PROP TYPE •0 HEr FL FND. FLOWLINE FOUND DISTRIBUTION CENTER U 38• FL-7.00 (EB:N) I 1 I TP-14.00 S 30"PROFL-10.70 0SRt)7P T.O.P. RI 0 TP-15.90 TP�1350 TP-1455 I � I OF PIPE ID x TP-14.00�- 50, BL --I ---- Pc 1ss Tp-14.00 TP-14.0030" FL•1070 CULVERT O 0.00% P.T.P. PINCHED TOP PIPE -k "k\® ., DRAWING NUMBER TP-18.10 TP-14.00 HCO.R. FL-12tl I y SWB GALVANIZED IRON PIPE FL-1210 TP-14 B0 �1270 TP-14.00 - yh �o� ��P SWBT SOUTHWESTERN BELL TELEPHONE ko _TP-14.00 ----- _------ - , - - _ _ x 0 H,C.O.P.R.R.P. HARRIS COUNTY OFFICIAL PUBLIC ® aF \ ( E TF ry a THE LUBRIZOL CORPORA TION Celled 237.103 Acres --TP-15•- ------ - TG-13.� ---- 7G-13Q0 OLOBARBfO-NREFENCE Tp-152p TG-13.00 TG;13.00 , • FLr11.70 12 FL-10.00 (S) `24 FL-882 (E3YY) TG-15.50 �O EXIST 16" COASTAL WATER ► - RECORDS OF REAL PROPERTY ACCUMULATIVE DRAINAGE AREA IN ACRESOF . , A �P•• s Ay: * �0 * i e C.F. No. C563972, H. C. 0. P. R. R. P. PROP 17 O.1 STM 36• FL-7•32 (� (HOPE) O 0.18% 30 �7,85 TG-13'00 2e FL-&,9 E) 12*-11.53 (N Fl -7•� 3p• F{ .7,9g �yy) PROP 107'-24 5iIA (W) 30 FL-819 AUTHORITY WATER LINE �- ACCUMULATIVE FLOW IN CUBIC FEET PER SECOND 0.... ...........e. *.A 0 BO WU / C/•� p ° SAVE & EXCEPT 46.51 Acres S B5'5915 W - 1,364.BT' ,_ O 0.13% 15 FL 10.08 PROP SWALE (HOPE) - E PRO' 120 12 81M N Exlsr 6" W.L. ❑ INLET GRATE 0 -o ' 84859 / 1 y o:' � 0 fC 4, �/! N 0 C.F. No. T329606, HC.O.P.R.R.P. THE IUBRIZOL CORPORA RON 20' SERI4CE EASEMENT TG-13.00 WATER MAIN VAULT W p•• S'1. ( DPE:) • H O 1.40% 15 Fl--9�5% 3 i p ( 0 Af, '''• ISTE.•' • \2 s 9 SS70NAl 1�G� N ------_---------_�.�-_�.�..�--.�-�--------�----�-_-__---- 2e FL-9 0o _------__ CIVIL SITE PLAN \\ ® e --_-------_-_---_---_-_-_ - - - - - - - - - -------------'-"------------- . • PROP 138-15 STM �1 c 5 - - - - - - - -- - - - - - - - - - (HOPE) O 0.24% H.C.F.C.D. P # 1009370 SHEET ND, 4 ❑F 12 0 0 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. NO LANES SHALL BE BLOCKED FROM 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:30 PM MONDAY THRU FRIDAY. OFF DUTY POLICE OFFICERS/FLAGGERS ARE REQUIRED TO DIRECT TRAFFIC WHEN LANES ARE BLOCKED. 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 Fit 336 EFX 36" DELINEATOR OR APPROVED EQUAL WITH 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. 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. ' I!w.F.n. I BAY AREA BOULEVARD 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. ALL SIGNS MARKED (*) SHALL HAVE WARNING FLAGS MOUNTED ON TOP OF THE SIGN. UNIFORMED PEACE OFFICER SHALL BE NEEDED TO CONTROL TRAFFIC AT ALL MAJOR INTERSECTIONS. ALL FLAGGERS SHALL BE IN RADIO CONTACT WITH EACH OTHER AT ALL TIMES. 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 TNO WEEKS PROR TO ANY CONSTRUCTION. 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 * THESE PLANS SHALL BE DRAWN TO SCALE ON REPRODUCIBLE MYIARS BE REPLACED WITH DRUMS W/VP'S AND TEMPORARY PAVEMENT MARKINGS SHALL AND SEALED BY A LICENSED ENGINEER IN THE STATE OF TEXAS. PLANS BE IN PLACE FOR NIGHTIME OPERATION AS DIRECTED BY THE ENGINEER. WILL BECOME A PART OF THE CONTRACT DRAWINGS. IF THE PROJECT IS WITHIN 400 FEET FROM A SIGNAUZED INTERSECTION, THE CONTRACTROR SHAD_ CONTACT HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT, SIGNAL DIVISION AT 713-881-3210 FIVE (5) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. SIGN R20-3 IS REQUIRED IN ADVANCE: OF PROJECT LIMITS. ACCESS TO EXISTING BUSINESSES OR RESIDENCES SHALL BE MAINTAINED AT ALL TIMES. 40' PIPELINE EASEMENT C.F. NO. C533722, H.C.O.P.R.R.P. WITH ) 0 100. C/C VICINITY MAP NO SCALE KEY MAP # 579 H&M GIMS # 6153d. 6152b ZIP CODE 77507 LEGEND: NEWLY PLLANTEDPER STREET TREES - ELM SPECIES: 48 PLANTED GO 1-i" - 2" CALIPER NEWLY PLANTED PARKING LOT TREES - ELM SPECIES: 2L PLANTED o© PARKING LOT SHRUBS INDIAN HAWTHORN THERFORE: 10 SHRUBS PER 1 STREET TREE 48X 10= 480 SHRUBS 360 TO BE PLANTED ALONG PERIMETER OF PARKING LOT WITH REMAINDER ALONG BUILDING PERIMETER i DETENTION POND 9.34 I' ACRES (407,061 SF) AT ' 6'-0" DEPTH ' 50'-0" BUILDING LINE TRAILER' PARKING / / ��� / / / 40'-0" PIPELINE 55'-0"x12'-0" TRAILER I �� ' EASEMENT PARKING SPACE - TYP rUTUFtE TRAILER' n PARKING liljl I l WATER METER VAULT / R6 •• 05 it SITE PLAN 1" = 901.01, PLAN NORTH 03-28-07 ISSUE FOR PERMIT 0416-07 ISSUE FOR CONSTRUC PROJECT TITLE INTERPORT DISTRIBUTION CENTER LA PORTE, HARRIS COUNTY, TEXAS A PROJECT FOR FIRST INDUSTRIAL REALTY TRUST, INC PROJECT NO. 06806 DRAWN BY REM o CHECKED NK o SCALE AS NOTED 0 0 powers 1314 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 DRAWING TITLE LANDSCAPE PLAN 4 % ZiMj e h FAIRMONT PARKWAY 30' RCP FL=10.30 R.R. BOX - SOUTHERN PACIFIC TRANSPORTAVON COMPANY CF. Na D86793Q, H.COP.R.R.P. - --- 1,172-96' ------ _ _ ----- ----- M 87'25'45" E - 50' BUIL .DING LINE VOL. 5920, PG. 15, H.C.D.R. PROP DETENTION POND W/3:1 SIDE SLOPE - J - - i TENNESSEE GAS TRANSMISSION COMPANY I I ENTERPRISE PIPELINE' MARKER NO. C533722, HCO.P.R.RP. MARKER 40' PIPEUNE EASEMENT THE LUBRIZOL CORPORATION 281-470-4901 / / PIPELINE VAU Called 237.103 Acres 800-644-4773 C.F. No. C563972, H. C.O.P. R.R.P. ViE SA & EXCEPT 46.51 Acres /i% C.F. No. T329606, H. C.O.P.R. R.P. i 50' BUILDING LINE IT.O.P.' = 10.7 / / VOL 5920, PG 165, HCD.R. 1.2 FUTURE BUILDING TOP. 6'= .8 30' SUBSURFACE PIPELINE T.O.P. 6" = 10.8 �'. (3) 6' SUBSURFACE PIPELINES �/ N 4• SAN FORCE mY OTIim) (HC P/ 1010509) PROP SAN PUMP SfATWN 8' FLr1.10 (S) / e FORCE MAN FL-14.00 40.P. 30" _ 10.6 / 6 E j19 PROP SAN MH 1 T.O.P. 6' = 10.3 N, 02'j4� / / / r FLI-428 (S) T.O.P. 6" = 10.2 /" .- i -.,_.- -- T.O.P. 6" - 10. / (� TG=12.50 PROP F.H. I / 15 36" FL=5.19 (SW) PRW F.H. / 36" FL=2.61 (N) PROP , SWR O 0.40 n� _ / LNIE ._ 3 " PROP 313'-SAN 2 !�441i�M �-� 8' SWR O 0.44% -i JB .c . ,� 1% / �, It e112M UNCTION B11_ BOX 1 It. il. .C,IF / 36" FL=5.68 (S&NE) ' il. It PW 8• S 6� / / FIRE LINE PROp SAr IN 3 PROP 54-e SAN a- FL-2.97 OftE) SWR FL-4.50 BIFw.28 (.N&E) 7ENNESSEE GAS TRANSMISSION COMPANY / 50' PIPELINE EASEMENT rr Nn C533723, HCO.P.R.R.P. 50' Building Line Vol 5920, Pg. 165. HCD.R. 21 O v �g TG=15.70 36" FL=7.00 (E&N) WATER TANK TG=16.00 36" FL=6.14 (S&N) THE LUBRIZOL CORPORATION PROP T" AYE mp an FIRE UK _mp so FIRE UK � LINE TG=16.00 12" FL=11.43 (W) '�- 36" FL=6.61 (S&N) TG=13.00 TG=13.00 36' FL=7.48 (E&W) 36' FL=7.32 (E&W) PROPOSED BUILDING ONE 598,000 SF FF=18.00 UNDEVELOPED WOODED T R A C T TG=13.00 30" FL=7.65 (E) 36" FL=7.65 (W) " TG=13.00 30" FL=7.90 (E&W) a _ FIRE 1LN�E - 10 _ 9 _ -_. _ 50' BL PROP F.H. ---- - - -COL-392 PG Ice _.- HCUR. TG=16.00 12" FL=13.00 (S)_ F� LW PROP r WATER MISTER PRBORER W/AM x( ) - PROP 3" W.L (00ME511C) PROP 2" WATER METER PREVENM- (OWATIO10 TG=16.00 12" FL=12.24 (N&S) r UKTG=13A0 �j TG=13.00 TG=13.00 TG=13.00 15" FL=9.75 (E) tr 12" FL=8.19 (5) 24" FL=8.86 (E&W 24' FL=9.00 (W) LL r 30" FL=8.19 (W) 6 PRAP�' "f _ - - FIRE LINE S 8859'15' by - 1,364.87' PROP 8' Called 237.103 Acres FIRE LINE C.F. No. C563972, H. C. O. P. R. R. P. WATER MAIN VAULT= SAVE & EXCEPT 46.51 Acres _- _ _-------- - - C.F. No. T329606, HCO.P.R.R.P. THE LUBRiZOLCORPORA 77ON------_.----------------- SERNCE EASEMENT __ _ -- -�--------�.P2� -------'_----'---------- ----- _.�----._-_-._- 4 12" FL=11. (N) 15' FL-10.0 (W) )ROP F.H. T.B GAS PIPELINE MARKER 800-J92-1965 HOUSTON PIPE LINE COMPANY 20' P/PFLINE EASEMENT C.F. NO.. D210297, / HCOP.RRP. / (SEE DETAIL A) ISSUE DATE DESCRIPTION FAIRMONT PARKWAY PERMIT 03-28-07 04-16-07 o CONSTRUCTION PROJECT REVISION z 05-11-07 SITE d �P P gP� � x N FaEl VICINITY MAP NO SCALE KEY MAP # 579 H&M GIMS # 6153d, 6152b ZIP CODE 77507 0 100 200 SCALES 1'=100' 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 FIFNc"MARK` INTE"CIRT 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; DISTRIBUTION CENTER LA PORTE, HAMS COUNTY, TEXAS 30 =uMr ELEV.= 6.06' (NAVD 1988, 2001 ADJUSTMENT) \IPnReRY FIFNGHMARK: PROP 10S'-r SAN a SWR O 0.449 TOP OF CHISELED SQUARE ON CONCRETE RAILROAD CROSSING, °B LOCATED ON THE WEST SIDE OF BAY AREA BOULEVARD NEAR A PROJECT FOR o NORTHEAST CORNER OF PROPERTY, AS SHOWN HEREON; C ELEV.= 18.59' (NAVD 1988, 2001 ADJUSTMENT) FIRST INDUSTRIAL PROP SAN MH 4 x Ir F'"1ZG 080) REALTY TRUST, INC THIS TRACT LIES IN ZONE "X" (UNSHADED) AND DOES NOT LIEWITHIN THE 500-YEAR FLOOD PLAJN AS PER THE 1 FLOOD INSURANCE PROGRAM FIRM COMMUNITY PANEL NUMBER 48201CO945J, LATEST AVAILABLE PUBLISHED REVISION PROJECT NO DATE NOVEMBER 6, 1996. DRAWN BY THIS TRACT UES IN ZONE "X" (PARTLY SHADED) AND DOES NOT CHECKED Y ROW LE WITHIN THE 100-YEAR FLOOD PLAIN AS PER THE NATIONAL FLOOD INSURANCE PROGRAM FIRM COMMUNITY PANEL MAP SCALE NUMBER 48201CO945L, LATEST AVAILABLE PUBLISHED C3 PREUMINARY REVISION DATE JUNE 9, 2006. 11806 WILCREST, SUITE P00 3 =O C3 LEGEND: HUUSTON, TEXAS 77031 C281)530-3168 m m U.P. UTILITY POLE a P.P. POWER POLE P.S. PARKING SPACE T.C. TOP OF CURB W.M. WATER METER powers 1314 Texas Ave- G.A. GUY ANCHOR W.V. WATER VALVE Suite 401 G.M. GAS METER brown. F.H. FIRE HYDRANT G.I. GRATE INLET Houston, TX 77002 M.H. MAN HOLE ' C.O. CLEANIOUT C SIGN a r C 1 t 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 DRA�i(/1NG TITLE L.S. LIGHT STANDARD FL FLOWLINE FND. FOUND SANITARY SEWER AND R.O.W. RIGHT-OF-WAY WATER MAIN LAYOUT T.O.P. TOP OF PIPE P.T.P. PINCHED TOP PIPE FOR INTERPORT G•I•P GALVANIZED IRON PIPE SWBT SOUTHWESTERN BELL TELEPHONE DISTRIBUTION CENTER H.C.O.P.R.R.P. HARRIS COUNTY OFFICIAL PUBLIC PROP 1-WXW RECORDS OF REAL PROPERTY TS3V W/80X DRAWIlVG NUMBER __eee00\w_ EXIST 16" COASTAL WATER AUTHORITY WATER LINE EXIST 8" W.L. N I I I I CIVIL SITE PLAN H.C.F.C.D. P # 10093701 SHEET NO, 5 OF 12 4. .. ..................C3 .. e SSIONAL a EM N THE LUBRIZOL CORPORATION R.P. Called 237.103 Acres r6F. No. 0563972, H.C. O.P.R. R.P. R AA VE & EXCEPT 46.51 Acres C.F. No. T329606, H.C. O.P.R. R.P. 1 N 01 VO'45" by 849.56' V- . It" THE LUBRIZOL CORPORATION Called 237.10J Acres C.F. No. C563972, H. C.O.P. R.R.P. SAVE & EXCEPT 46.51 Acres C.F. No. T329606, H. C.O. P.R. R.P. 0 GREEN BELT _ GREEN BEL:f "•"• 1 1 • k -• 1 h FILTER DAM FF i -- �� TEMPORARY STOCK PILE TOPSOIL FF PROPOSED BUILDING ONE 598,000 SF FF=18.00 W 4 H%I IFsl I IWEI S 8859'15" IF 1,364.870 E W. ' I' I b 1' , . 15 14 13 m PERMIT 03-28-07 CONSTRUCTION 04-16-07 ------ PROJECT yy® REVISION 05-11-07 --------- SITE I � `49d 4VJ9 _--__- � Pam gP P II Q � N VICINITY MAP NOTES NO SCALE 579 H&M THIS SURVEY WAS PROVIDE BY "PINNELL KEY MAP �II 1 SURVEY, INC." DATED DECEMBER 27, 2006 GIMS # 6153d, 6152b 1215 WEST 19th. STREET ZIP CODE 77507 HOUSTON, TEXAS 77008 (� Ph. (713) 880-0808, Fax. (713) 802-1221 I 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 `( a NORTHEAST CORNER OF PROPERTY, AS SHOWN HEREON; 'I' s ELEV.= 18.59' (NAVD 1988, 2001 ADJUSTMENT) NOTES. ') THIS TRACT LIES IN ZONE "X" (UNSHADED) AND DOES NOT LIE I) WITHIN THE 500-YEAR FLOOD PLAIN AS PER THE NATIONAL exisr ea' FLOOD INSURANCE PROGRAM FIRM COMMUNITY PANEL MAP ASPH PIMT NUMBER 48201CO945J, LATEST AVAILABLE PUBLISHED REVISION 0 300 200 DATE NOVEMBER 6, 1996. PROJECT TITLE THIS TRACT LIES IN ZONE "X" (PARTLY SHADED) AND DOES NOT LIE WITHIN THE 100—YEAR FLOOD PLAIN AS PER THE NATIONAL SCALD 1'=100' FLOOD INSURANCE PROGRAM FIRM COMMUNITY PANEL MAP NUMBER 48201CO945L, LATEST AVAILABLE PUBLISHED PRELIMINARY REVISION DATE JUNE 9, 2006. INTERPORT DISTRIBUTION CENTER LA PORTE, HARRIS COUNTY, TEXAS (� NOTES (I 1. CONTRACTOR SHALL BUILD A TEMPORARY STOCKPILE. A PROJECT FOR 2. CONTRACTOR SHALL INSTALL FILTER FABRIC FENCE OR GREEN BELT ALONG PERIMETER OF THE PROJECT FOR FIRST INDUSTRIAL STORM WATER PREVENTION. 3. CONTRACTOR SHALL TRANSPORT THE MATERIAL TO THE REALTY TRUST, TT�Tr` SITE VIA BAY AREA BOULEVARD. 1 l) S 1 INC C 4. CONTRACTOR SHALL KEEP THE STREET CLEAN OF MUD i EVERY 14 DAYS OR AFTER 1/2" RAIN CARRIED BY 150' R.O.W. CONSTRUCTION VEHICLES. 5. CONTRACTOR SHALL PROVIDE STABILIZED CONSTRUCTION PROJECT NO ROADS AND EXITS AND REGULARLY INSPECT AND REPAIR DRAWN BY OR REPLACE COMPONENTS OF STABILIZED CONSTRUCTION EXITS. CHECKED 6. CONTRACTORS SHALL REMOVE DEBRIS/SEDIMANT FROM �SCALE I STREET GUTTER EVERY WEEK OR WITHIN 24 HOURS OF }" OR GREATER RAIN DURING CONSTRUCTION. ( SEE (I INSPECTION AND MAINTENANCE CHECKLIST) EnglineavOngo One. 11806 WILCREST, SUITE P00 HOUSTON, TEXAS 77031 II 1281)530-3168 GENERAL CONSTRUCTION ACTIVITY 1. CONSTRUCTION OF INTERPORT DISTRIBUTION CENTER ON APPROXIMATELY 49.9778 AC. OF LAND 2. TOTAL SITE AREA 87.9074 AC. - 37.9296 AC. UNDISTURBED p ®w C r S 1314 Texas Ave. RUN OFF COEFFICIENT- 0.8 brown. � TYPE OF SOIL ON SITE -REFER TO GEOTECHNICAL REPORT Suite 401 a SITE LOCATION - REFER TO SHEET Al - AREA LOCATION Houston, TX 77002 Q SURFACE WATER FINAL RUN OFF - HARRIS COUNTY ROAD SIDE DITCH a r C hi t 713.224.0456 NO WETLANDS ON SITE HAZ.MAT PROGRAM ON/IN SITE TRAILER.- REFER TO CONST. CO. C C t U, r C 713.224.0457 fax I W DRAWING TITLE ° STORM WATER POLLUTION O d SITE INSPECTOR - PREVENTION PLAN QUALIFICATIONS - SITE MANAGER M J INSPECTIONS ARE TO BE CONDUCTED ON SITE FOR INTERPORT LLI m EVERY 14 DAYS OR AFTER 1/2" OF RAIN. ANY ITEMS NOTED MUST BE LOGGED AND A FOLLOW DISTRIBUTION CENTER Q (L 0 -UP WITH 7 DAYS SHOULD BE RECORDED. RECORDS ARE KEPT ON SITE W ''eve�►e\ DRAWING NUMBER it N ANY QUESTION REGARDING THE EPA CONTACT OF Q v - KENNETH L AUBUCHON s ,P� ••......., F4F 0+ REGION 6 (281)-983-2157 9 t ��0 s..... � * A } r..........8�. �.......... o Q Oe Via`•. pF84859C4 �Q. S CIVIL SITE PLAN I"I.C.F.C.D. P # 1009,370 SHEET NO. 6 OF 12 N k v I. I N I THE LUBRIZOL CORPORATION R,P Called 237.103 Acres ,psF No. C563972, H. C.O.P.R.R. P. R. #A VE & EXCEPT 46.51 Acres C.F. No. T329606, H. C D.P.R. R.P. I I _J ' 11�$12 j '12 0 N 01 VO'45" W 849.560 / �� / / PROP F H. THE LUBRIZOL CORPORATION Called 237.103 Acres C.F. No. C563972, H. C.O.P.R.R.P. SAVE & EXCEPT 46.51 Acres C. F. No. T329606, H. C.O.P. R. R.P. PROPOSED DETENTION POND PROP 26' FIRE ACCESS PROPOSED BUILDING ONE 598,000 SF FF=18.00 PROP 26' FIRE ACCESS S 86159'15" W r,364.870 PROP F.H. PROP ZV FIRE ACCESS e A II a h III PROP F.H. PROJECT SITE VICINITY MAP NO SCALE KEY MAP # 579 H&M GIMS # 6153d, 6152b ZIP CODE 77507 0 100 200 SCALE, 1'=100' 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) IEMPORARY 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 48201C0945L, LATEST AVAILABLE PUBLISHED PRELIMINARY REVISION DATE JUNE 9, 2006. PROP 20' FIRE ACCESS ** CURBS LOCATED ON EITHER SIDE OF A FIRELANE SHALL BE PAINTED RED OR A RED STRIPE SHALL BE PLACD ALONG THE PAMENT WHERE THE IS NO CURB.LANE PASSES BETWEEN EHEAD IN PARKING S PACES, THE RED PSTR PE SHOULD BE HERE PLACED FIRE 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 INTERVALS��N�OT AWAY ONrXCEEDING IN WHITE FEET LETTERSWHERE AT LANES HRREE (3) INCHES Y DHEIGHT, LEAST FINED IAT 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 ;CONSTRucnoN 04-16-07 ISION 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 I A PROJECT FOR FIRST IND(JSTRIAL REALTY TRUST, INC DRAWN BY CHECKED SCALE CIVIL SITE PLAN H"C,F"C"D, P # 1009370 SHEET NO. 7 DF 12 GLIU 11806 WILCREST, SUITE 200 HOUSTON, TEXAS 77031 "8 (281)530-3168 , 1314 Texas Ave. Suite 401 Houston, TX 77002 713.224.0456 713.224.0457 fax powers brown. �rchit ectur� FIRE LINE ACCESS PLAN FOR INTERPORT DISTRIBUTION CENTER Cj 'tp rr 00 WU o� q 84859 ,4 -' ,� /1 0r" '.foiS-m \?� s ,kk0-T\ONA1. S\V A C� PROP 88 LF-24" STM SWR (HOPE) ® 0.18% TO PROP so JUNCTION BOX 4 PROP JUNCTION BOX �3-� L .. PROP 54 LF-18" GRAVITY STM SWR (HDPE) ® 0.22% W/8" RESTRICTOR PROP JUNCTION BOX 3 WITH FLOW SWITCH PROP 24" STM SWR (HDPE) FL=10.52 PROP 18" GRAVITY STM SWR (HDPE)- FL=11.05 PROP 18" RETURN LINE FL=12.38 PROP FLAP VALVE 12" FORCE MAIN 10' 10'- ' HAIN LINK ELECTRIC CE WITHCONTROLMINUM STRIP PANEL SHIELDING 4" VENT '--12" FORCE MAIM RPROP 18" RETURN 1 LINE BACK TO POND PER HC REGS PROP. 2-4' WIDE C AIN LINK FENCE GATES PROP 72 LF-18" STM SWR (HDPE) 0 0.45% (FROM DETENTION POND) 0 I 20'X20' PUMP STATION SITE PLAN VIEW OF PUMP STATION NOT TO SCALE 0 I N PROP 12" FORCE MAIN FLAP VALVE FL 12"=11.52 EL=11.17 ALL PUMP STOP e EL=9.55 LAG PUMP START - INTERMEDIATE GUIDE BAR BRACKET EL.= 2.79 LEAD PUMP START/(AG PUMP STOP PROP CHECK VALVE EL.= -2.03 LEAD PUMP STOP 4" GALVANIZED VENT W/ S.S. BIRD SCREEN 10' PRECAST MANHOLE WITH ° FLAT BASE GALVANIZED VENT GUIDE RAILS FL 1 I 12" DUCTILE IRON PIPE �I `mimim I I 4" DIA. HOLES FILLED WITH GROUT -""-- SECTION A -A (NOT TO SCALE) 0 I ro EL.= -3.0 1 cli d( STABILIZED SAND NG=14.50 STORM WATER LIFT STATION DESIGN MODEL IMPELLER CODE PUMP TYPE QUANTITY CAPACITY(GPM) TDH(FT) MOTOR HP VOLTAGE FLYGT PUMP N-3153 OR APPROVED EQUAL PACKAGE INCLUDES 187 NP 2 2125 7.41 12 460 PUMPS, GATE & CHECK VALVES GUIDE BARS,LIFTING CHAINS, ELECTRICAL CONTROL SYSTEM AND ALL NECESSARY ACCESSORIES. 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 10 FT. DIA. CONCRETE WET WELL (ASTM C478 ) AS SHOWN ON PLANS WITH 1.5 FT THICK CONCRETE BOTTOM SLAB. W 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: TRY 12 INCH: 4.155 / (3.14/4) X (12/12)2 = 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 5.292 / (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) 00 PERMIT 03-28-07 CONSTRUCTION 04-16-07 REVISION 2 05-11-07 CIVIL SITE PLAN H,C,F,C,D, P # 10093%O SHEET N0, $ OF 12 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 LA PORTE, HARRIS COUNTY, TEXAS A PROJECT FOR FIRST INDUSTRIAL REALTY TRUST, INC m Ian Engheeiing, 11806 WILCREST, SUITE 200 HOUSTON, TEXAS 77031 v v (281)530-3168 powers 1314 Texas Ave. brown. Suite 401 Houston, TX 77002 r c h 1 It713.224.0456 e C t u r e 713.224.0457 fax TWING T'I tT.E STORM PUMP STATION DETAILS ►I 61-1-m ®00or k *..:.. ..:...*. 59 . ... ... $4-f to f A C6 SS/ONAL �aG O /O 90' ELBOW CONC THRUST BLOCK WET WELL &AIR CELL MH q 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 -\ M I J J W Ss w 10'-0" 0-j 0 2'-2" 14 1/2"0 CLEAR OPEN J w I PROP 8" SAN SRW 00.44% U i PUMP ACCESS HATCH WITH B c,I 30" X 42" CLEAR OPENING OR AS REQ'D BY SELECTED i PUMP MANUFACTURER PLUG VALVE V I /- CHECK VALVE 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 PUMPS, GATE & CHECK VALVES GUIDE SARS,LIFTING CHAINS, ELECTRICAL CONTROL SYSTEM AND ALL NECESSARY ACCESSORIES. 195 N 2 145.7 58.5 7.5 460 I� I A Uj nW_ FOR PUMP ACCESS HATCH WITH a a - - - -- - - _\ PROVIDE A SAFETY NET SYSYEM, / "HATCH NET" OR APPROVED EQUAL. � I i I � o � B o RESTRAINED FLANGED COUPLINE ADAPTOR (TYP) PLAN VIEW OF PUMP STATION NOT TO SCALE RESTRAINED FLANGED COUPLING ADAPTOR SLEEVED WET WELL PENETRATION AIR CELL ASSY & MH -� r-WET WELL VENT 4" FORCE MAIN INV J ELEV =14.00 CONC THRUST BLOCK TOP OF SLAB EL =17.00 /-FIN GRADE :°.p. a .'.. .. ' e• AA .:: e 'a _H a 'a ADJUSTABLE PIPE SUPPORT SLEEVED SLAB PENETRATION <. • 4 ° V; y a•. 90' ELBOW, TYP 4" WALL PIPE T FL =14.00 •'' I ' I AIR CELL SUPPORT/GUIDE .. 5'-0" 0 O • ,v .a DISCHARGE PIPING SUPPORT, TYP v.. N 0_ HIGH WATER ALARM 2.33 owns , 4 '. LEAD PUMP ON 0.80 AH LEAD PUMP OFF -0.73 e PROVIDE BLOCK -OUTS IN CONCRETE FILLETS ' .. FOR CLEARANCE AROUND AIR CELL .'. "•" ..! �. d. a • ...y ANCHOR ROD RECEPTACLE .. d • v d'. • . a �. v. a'. .v d SECTION A -A (NOT TO SCALE) 1 .ebl 1'-6" SECTION B -B (NOT TO SCALE) SLEEVED TOP SLAB PENETRATION STRUCTURAL CONSTRUCTION NOTES' CABLE HOLDER 1. STRUCTURAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARRIS COUNTY UNIFORM BUILDING CODE, LATEST EDITION. 2. CONCRETE SHALL BE SUPPLIED AND POURED IN ACCORDANCE VENTING ENTRY WITH HARRIS COUNTY BUILDING CODES AND ACI-310 LATEST INTO WET WELL 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. SUPPORT GUIDE BARS USING 316L SS INTERMEDIATE GUIDE 4. CONCRETE SHALL BE POURED DIRECTLY FROM TRUCKS OR BAR BRACKETS INSTALLED IN PUMPED IF NEEDED. ACCORDANCE W/ SELECTED PUMP MANUFACTURER'S 5. WATER SHALL NOT BE ADDED TO CONCRETE AT THE JOB -SITE REQUIREMENTS 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. FOR PUMP LIFTING CABLING 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. 8" INFLUENT ENTRY ELEV = 1.10 ELEV = -1.80 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% WAPEHOUSE 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 GIRD 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)2 = 3.83 FPS ...O.K. 3. PIPE LENGTH: 19' + 32' (WROUGHT IRON) + 3178 (PVC) = 3229 FT FRICTION LOSS: 1.33 X 4+ 1.22 X = 0.42 + 38.77 = 39.19 FT 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) = r MI+ x 0 = 8 MIN x i�50 GPM = 225 GALLONS = 30.08 CIF USE 5' DIAMETER WET WELL, AREA = 19.635 SF AH = 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 # 1009370SHEET NO, 9 OF 12 PERMIT 03-28-07 CONsTkucnON 04-16-07 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 VEA! LA PORTE, HARRIS COUNTY, TEXAS F., 0 0 A PROJECT FOR 0 0 FIRST INDUSTRIAL REALTY TRUST, INC DRAWN BY c CHECKED o SCALE 0 ® 0 dun Enghc wonge one a 11806 WILCREST, SUITE BOO HOUSTON, TEXAS 77031 v powers brown. a r c h i t ecture (281)530-3168 13.4 Texas Ave. Suite 401 Houston, TX 77002 713.224.0456 713.224.0457 fax SANITARY PUMP STATION DETAILS ,or OF TF'' Oe0 * * BO WU 84859 ....:. �1,0 +�1, S/ONAL \0 C� � s � ISSUE DATE DESCRIPTION PERMIT 03-28-07 CONSTRUCTION O41G-07 REVISION 2 05-11-07 LL EMBANKMENT 7. SET POSTS AT REWIR�.D SPfgNG AND 2 ATTACH FILTER FABRIC ro POSTS AND INSTAI DEPTH. IXGVATE A 8 x 8 TRENCH R giTO THE TRENCH. ENf:ICFLLL THE TRENCH AND UPSLOPE ALONG THE LINE OF P0575. COMPACT THE EXCAVATED SOIL B ppO,IEL7 FLOWLgrE TOE OF � EQUIVALENT. POST .............. TOE OF F�jWll�lg SLOPE ... ... .... .. .A.. SLOPE STABILQED AREA =__ .... . C TOE OF SEE NOTE B.G. t ro• o � 1' MIN. I SLOPE 1 SEE NOTE B.G. I q ...... NOTES EXTENSION OF FABRIC ALTERNATE V-TRENCH C g� POSEXTENSION T F� � 1Nf0 mOFLOW W"' I �"� a�� THIS SURVEY WAS PROVIDE BY "PINNELL FILTER FABRIC FILTER FABRIC 2'-0' IN -CHANNEL FILTER DAM I--� FILTER DAM AT DETENTION SURVEY, INC.- DATED DECEMBER 27, 200E �P,C,ID �'°"" -- F'�'" m 2 FLOW PLAN BASIN OUTFACE PIPE 1215 WEST 19th. STREET .:�:.�;_,�:... = �N HousroN, TEXAS 77008 Ph. (713) 880-0808, Fax. (713) 802-1221 GEOTEXTILE NOTES: 2 YIN. ADS SIEVE N0. 120 MIN MIN. COMPACTED SOIL OU11JT DE7nk1 SIEVE SECTION A -A 1 4--1-3'--i WEIGHT OZ/Sf� 4 OZ M� ,-SEE NOTE 8 � MESH ..� 8• DAtiE/L� CENTER SEE NOTE B.t.) GENERAL NOTES: GENERA/ NOTES: i. SET POSTS AT 4-FEET MAXIMUM SPACING. 0' FACTOR/ PREASSEMBIED FENCE WITH SUPPORT NETT8IG R USED, SPACING OF POST MAY � INCREASED ro a FEET MAXIMUM. 1. CONSTRUCT THE TRAP IN ACCORDANCE WITH THE DIMENSIONS SHOWN ON THE ��� DRAWINGS. GRANULAR FlLL�1' 2' � WHEN TWO SECTIONS EACH �� �� 8 INCHES AT MINIMUM � THE POST, FOLD TOGETHER A�NDFA TO POSTS. 2. SET LOP WIDTH OF EMBANKMENT AT 2 FEET. 3. DEPOSITS WHEN SILT DEPTH REACHES ONE-THIRD OF THE HEN�IT OF 3. OUTLET ONTO STABILIIED AREA V � VARIES VARIES SEE GEQiEXfRE NOTE APE THEFENCE. SEE NOTE APE 4. REMOVE SEDIMENT DEPOSITS WHEN SILT REACHES ONE-THIRD TRAP DEPTH. NOTES vAPoEs r -I F�aoPosm 5. STABILIZE SOIL WITH APPROPRIATE CONTROL MEASURE (I.E. SOD. HYDROYULCH WITH -..�- FLOW OR EXISTING FlLL�Y FIAWTJNE �ANOTE FILTER FABRIC FENCE SEEDING WITH °�10N CON1A0L %""�' A°G�"'E' Pow)• SECTION C-C PIPSEE E ��c;RAIlULAR EXCAVATED EARTH xe O_ x e. �,, OUTLET SEDIMENT TRAP � 5' MIN. �� OTEXTIIE WERE MESH � (SEE NOTE B.t.)'pr��, �� �� �DETYENt APPLIES N 661STN� i. �[' E'O8I8 AT R6QTRBiRa•�♦GDiB 1t7D SWUFZ L PIPE nEPIs. >sG♦v♦sa a' z e >aatGB tmffi.oPE � s� FaBCDrc SO P0� OUIFAL SECTION B-B PROJECT TITLE ♦wxc '1HS TIIfE or Po.41s. PROTECTION. a'�• wooD>QI >� �aT�FaB�Y > � iitDac wooD OR METAL Fost Foar o8 YXZI >S�rDIc caotTBO (� so'-0_� FDeuc aaDlverffirr aa�r-of-w♦Y � I � 0 v 0 8 0 0 w 0 3 0 4 3 0 0 a 0 w 0 m lq v v w 3 N M U 3 a A s a a. 3 N I O 1 U N $3m Wm 0 0 0 L� a 0 n 0 9 0 N •" N a C 3 HARREIR m FILTZR DAM. FIRST (MINIMUM). REALTY (MAXIMUM). 13 ♦ ♦ r� °�Y ALL POINTS OF INGRESS OR EGRESS. 4. IN STREAMS: SECURE OR SINCE MESH m STREAM BED PRIOR m AGGREGATE PLACEMENT. RECOMREMOVE FOR CONSTRUCTION ACTINTITES 10 C8 MENDED FOR INLET PROTECTION EYIRRIERS. WOODEN BEAMS WHICH ARE PLACED ON TOP OF EXISTING SOIL IN AN APPLICATION THICKNESS DESCRIPTION "` PREVENTION Ar e GENF_Re1 CIVIL am2muffi-Imm. 1. CONTRACTOR SHALL VITRIFY LOCATION OF UNDERGROUND 11. CONTRACTOR SHALL PROVIDE A TRENCH SAFETY SYSTEM TO 19. CONTRACTOR SHALL NOTIFY THE CITY OF HOUSTON 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 HOUSTON NG 48 HOURS IRCPCD ct,OmdQ AND WITHIN WORKING AREA BY CONTACTING THE HOUSTON AND HEALTH REGULATION, PART 1926, SUBPART P AS I CrCD charr 4, AREA UTILITY COORDINATING COMMITTEE AT 1-800-245-4545, PUBUSiED IN THE FEDERAL REGISTER, VOLUME 54, NO. 209, BEFORE STARTING WORK ON THE PROJECT. (PHONE 48 HRS. BEFORE BEGINNING WORK. DATED OCTOBER 31, 1989. 713-837-7000) _ t 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 G=S Caemd ` COMMENCING WORK. IT SHALL BE CONTRACTOR'S RESPONSIBILITY ALL DAMAGES TO EXISTING PUBLIC AND OR PRIVATE UTIUTY DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS 16PmPOTAAfalakId 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 COT,ODI81110CJK� Zmin. 4H:IVSIOpe MANNER. WASTEWATER COLLECTION SYSTEMS AND STORM SEWERS, M.U.TC.D. MOST RECENT EDITION WITH REVISIONS) DURING 1 1 DURING CONSTRUCTION. ALL DAMAGES SHALL BE REPAIRED IN CONSTRUCTION. •y:'. - y'.fs .• Jr . -q�T. v- v-• .y,� 3. SANITARY SEWER PIPE TO BE PVC STIR 26, PIPE MEETING ASTM ACCORDANCE WITH CITY OF HOUSTON, DEPARTMENT OF PUBLIC - ` 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. 4. SANITARY SEWERS SHALL BE CONSTRUCTED IN COMPLIANCE THERETO. WITH NO COST TO THE PUBUC. 6.1T7.'�al-+t.�, .�fj+r T f •"Ai 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 ONES, WASTEWATER COLLECTION SYSTEMS, AND IN EACH DIRECTION DURING WORKING HOURS.PROC,ljA'sp.; y-� ay,'e H'' �,s{;F '�iF• rk :,,�yt_,fi .a^ .y'k' AMENDDUREMENT FOR EITHER LIQUID OR AIR, INCLUDING ALL DRAINAGE SYSTEMS SHALL BE CONSTRUCTED AND TESTED IN PF '�'•f'J ��>"•��•""T q + �a � AMENDMENTS AND REVISIONS THERETO. ACCORDANCE WITH THE CITY OF HOUSTON, DEPARTMENT OF 23. DINE OFF -DUTY UNIFORMED SOIREE OFFICER IS REQUIRED TO 1 ".,..3+`f'i '1''Y'-'3?ZyN,T 'S�T:i•C't`.'?Pt`n'' T'�'Y! •Y'sXS .�'Y ." PUBLIC WORKS AND ENGINEERING'S "STANDARD CONSTRUCTION DIRECT TRAFFIC WHEN LANES ARE BLOCKED. 4H.1VS1Ope� 5. FOR PVC PIPE, USE MANHOLE WATER STOP GASKET AND CLAMP SPECIFICATIONS' DATED SPTEMBER 1997, AND "STANDARD \ - ASSEMBLY AT MANHOLE CONNECTIONS. CONSTRUCTION DETAILS FOR WASTEWATER COLLECTION SYSTEMS, 24. CONTRACTOR SHALL COVER OPEN EXCAVATIONS WITH STEEL WATER ONES, STORM DRAINAGE AND STREET PAVING' DATED PLATES ANCHORED PROPERLY DURING NON -WORKING HOURS. 6. SEPARATION DISTANCES FOR ALL SANITARY SEWER AND WATER JULY 1997 UNLESS OTHERWISE NOTED AND APPROVED ON _ .%f• 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 1 WATER COMMISSION RULES AND REGULATIONS FOR DESIGN STANDARDS ESTABLISHED 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 r O SC3 ACCOMPLISHED IN ACCORDANCE WITH THE LATEST EDITION OF COMPLETION OF JOB. ALL BE AS GOOD AS OR BETTER THAN MYLARS AND SEALED BY A REGISTERED PLANS SHALL BE DRANK TO PROFESSIONAL ALE ON REPRODUCIBLE dl CITY OF HOUSTON SPECIFICATION WITH APPLICABLE AMENDMENT. PRIOR TO STARTING WORK. ENGINEER IN THE STATE OF TEXAS. PLANS WILL BECOME A t 8. ALL PVC WATER PIPE SHALL CONFORM TO AWWA C900-75 OR 15. EXISTING PAVEMENTS, CURBS• SIDEWALKS AND DRIVEWAYS PART OS THE CONTRACT DRAWING. i LATEST REVISION. ALL PVC WATER PIPE SHALL BE LASS 150 DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE DR-18 AND HAVE CAST IRON EQUIVALENT OD'S AND SHALL BE REPLACED TO CITY OF HOUSTON STANDARDS, WITH LATEST h=P't/..i v+c • . FURNISHED IN NOMINAL 20' LENGTHS. ADDENDA AND AMENDMENTS THERETO. ' •c 't n aY, ? '� 9. TEXAS LAW ARTICLE 1436C. PROHIBITS ALL ACTIVITIES IN 16. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT '• WHICH PERSONS OR EQUIPMENT MAY COME WITHIN 6 FEET OF EXCEPT AS NOTED ON HE DRAWINGS. CONTRACTOR TOOp -� ENERGIZED OVERHEAD POWER ONES, AND FEDERAL REGULATION, DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO Io" Y} • F Oram aA d THE CITY ENGINEER'S APPROVAL RI TITLE 29, PART 191 CLEAR AND PART FEET 4OM THESE CGna•b6bcX REQUIRE A MINIMUM CLEARANCE R 10 FEET FROM THESE 17. CONTRACTOR SHALL PROVIDE ADEQUATE CONCRETE THRUST -+ FACILITIES. THE ABOVE LAWS CARRY BOTH CRIMINAL AND CIVIL lA:=' LIABILITIES, WITH CONTRACTORS AND OWNERS BEING LEGALLY BLOCKING TO WITHSTAND TEST PRESSURE AS SPECIFIED IN CITY RESPONSIBLE FOR THE SAFETY OF WORKERS UNDER THESE OF HOUSTON, DEPARTMENT OF PUBLIC WORKS & ENGINEERING LAWS. IF YOU OR YOUR COMPANY MUST WORK NEAR OVERHEAD SPECIFICATIONS. PROFILE VIEW POWER LINES. CALL (713) 228-7400 FOR THE LINES TO BE DE -ENERGIZED AND/OR MOVED AT YOUR EXPENSE 18. PRIOR TO WATER MAIN ADJUSTMENTS, THE INSTALLATION OF WATER METERS AND LEADS OR UNMET'ERED SPRINKLER LINE, IYPICAi. E)(TREIME EVENT OVERFLOW - 10. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND THE CONTRACTOR SHALL CONTACT WATER TAPS AND METERS ROL10Y. f PICA EXTR CONCRETE BLOCK OR STATE OF TEXAS LAW CONCERNING TRENCHING AND SHORING AS AT 754-0409 FOR DETAILS OF PERMITS AND BONDS. CRRFRIA, a SPECIFIED IN CITY OF HOUSTON ORDINANCE NO. 87-1457. - ay PROCEDURE RLPRILP SWAL E Kaid►lH VAIEW 1IM504 DWIBR 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 A I PROPOSED DRIVES ON YV IPPCD TYPE STREETS. 1:m MAX WOSS SLOPE N • 24' O/C FRO! SAW PR ICEUXIc RAIL VINE aITER LINE:SMIT. � STAImNm S' 91EEL OVERLAP mLSiLIG PAVOEIIT �- IT CUT UNDER WANSION PA r ORBO//"yy�'NCN'PmrtnNc PfRIIRNED JOINT PA S aEmvIM E (TIP.) r TtegR RbFOIRD CONCRITE NOTE NLL'n N(S1EREAE.OT1ERAL PrsaaOR oN> TO = STNONm B-USE FOR Al I PROPOSED CURB REM YAL FOR DRIVEWAYS 4 1/Mm WpN Cf' [mhDNY RAW. OIE 3R IMK SEEWS,K 11SIDPE I30 MAY1 Sumac T- I• mum EIRANLtl1 GR I r MOM-mOmISIW P JONi Y I5 IVY. BAT( OF mOSTNG CNNP Re DIP.) f7 III tR SNY O T ORDER OE ExIDm F3GSTN0 EIRNi9GM JOINT FiIOY Pfmfa64D ORAEMY, OILY WHEET IRE WHEN TIEE B AN OGSTNG DRANSAN JOINT N THE SKEET AT THE ARIPosFn IEYELWr xImISET.Tmrt DRIVEWAY ON CURBED APEWam ICU OMM EYR CONCRETE OR ASPHALT STREETS JR BIDUNT CASTARFDA, 0. COMMERCIAL AREA DAIL 15 MOV 2DO6 °A"M°D"W-•1 HARRIS COUNTY PUBLIC INFRASTRUCTURE 166ub 1JA't'E DESCRIPTION 1. PROPOSED DRIVEWAY, SIDEWALK, CURB, GUTTER LINE AND GRADE SHALL MATCH EXISTING STREET. PERMIT 03-28-07 2. PROPOSED SIDEWALK SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CCNCREIE, 4-1/2 SACK CEMENT PER CUBIC YARD, 4-1/2 INCHES THICK AND 4 FEET MINIMUM WIDTH. SEE DRAWING CONSTRUCDON 04-16-07 NC.3 FOR ADDITIONAL OODMA71ON AND DETAILS 3. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED WITH 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 LINE (PROPERTY ONE). 4. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE /4 DEFORMED SPACED AT 24 INCHES 0.C., EACH WAY, MTN 10 INCHES MINIMUM LAP (e xir W5XW4 AS ALTERNATE) FROM PROPOSED SAW CUT TO RIGHT-OF-WAY LINE 5. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE TIED TO EXISTING ROADWAY REINFORCING STEEL WITH A MINIMUM LAP OF 8 INCHES. 6. PROPOSED CUTTER LINE IS TO BE MAINTAINED AT FACE OF DXSTNG CURB. 7. SAW CUT EXISTING CURB AT EACH END AND KNOCK CUT CURB FROM BEGINNING TO END OF PROPOSED DRIVEWAY. & SAW CUT EXISTING PAVEMENT A MINIMUM OF 12 INCHES AWAY FROM FACE OF CURB (GUTTER UNE) AND BREAK OUT TO EXPOSE EXISTING REINFORCEMENT STEEL. 9. COMPACT SUBBRADE FOR PROPOSED DRIVEWAY CONNECTION FROM NOTES PROPOSED SAW CUT AT EXISTING PAVEMENT TO NGHT-OF-WAY UNE, COMPACT TO 95X OF STANDARD PROCTOR DENSITY (+/- THE RIGHT M T. REWIRE •LABORATTORYTYTESSTSNEER TOO BEEWNDDUUCTED. THIS SURVEY WAS PROVIDE BY "PINNELL 10. IF MORE THAN ONE PROPOSED DRIVEWAY IS BUILT ON THE SAYE 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 SNBGRADE. (3 INCHES MANUFACTURED CHAIRS ARE REWIRED WITH Ph. (713) 880-0808, Fox. (713) 802-1221 MAXIMUM SPACING OF 72 INCHES C/C EACH WAY). C06fRUCRON NOTES FOR 9mEWAJ3K5 & DRIMEWAYS ON CL EM TYPE smEEts, COMMERCIAL AREA AR4MIm WC OMM BY: �Tm °V•�G "L DW-4 HARRIS COUNTY ENGINEERING DEPARTMENT t u I NOTE 3 SEE r}_.. , - i' q t TABLE : ,I •NMLJ0P1; i1'• -26 cwGE •r • .�'- // / 'I'h` 3/P 3/4• t2" GRATE INLET RIM /� ®12 E t2 .xaoavar " :.''. , • !�• PLASTIC TUBE !�/}' , .. 3 1 4 Z-4 1 2' 3 i/4• 2'- 5 3/4' �.. / ____ . ..- - 4:,': ' !'Y!P SECTION !i� 1 " O DEFORMED METAL STRIP f / r �4" �X 3 u N.T.S. X lI r) r/I� i 1'1 11 ,! -E 2' 2 1 O ry o f441-1 j u Sg YANLE (� •' ' i/r JOINT SEAL 4 1 11 ` ' f SECTION Y Y X ❑ ❑ ❑ ❑ ❑ c •. .. ;; '� -A N. v.. A591EIJFIED \'•.� 4a. i� /1 % 1 1 1 ❑❑❑❑❑❑ X N /5 ❑❑❑❑ --i i-- ;. SIP 6Ugm E)RAHSICN •.• • PRE-YANfIi'ACNRED '\ JOINT DI[m JOINT PLATE ' � •.T :.!. •;•, \ � _ � / /1 7 1/18 1 7/16 SECTION 'AL-�_ .. `\ �.�`\ \� \ \ \ \� \� •.. ... I:OIItl1ElE A4OQIT.'.,.•__.� i , �"Pv ! ❑❑❑❑❑❑ DOWEL TYPE EXPANSION JOINT �• \ / ts/18' e 5 a ,-t5/16' cT N.T.S \i / I-iC-II-Ir'II ❑❑❑❑❑❑ PROJECT _--- ti. L_ I O SECTION A�.� _ 1 5/6' ❑ ❑ ❑ [jj❑ ❑ I O STANDRPDOPE_N CROW DRIVEWAY -PUN CONSTRUCTION JOINT SEAL _-. PLAN _ X - ----' IcokG r ' S.) HIS N.T.S. .... jr 57µ uAy ' SECTION X- I 71 aw aOru.sa v G� co- m,4n: .ABLE PLAN .__r.o_. .. „ •T .�-1'.- , 9.. SEINE: _S17i._VS M-VFC.LE <-IZL 0 ''•: I XWH $4l e !T nova .' xJ I I"'^OOKD N STEEL TO MEET ASHY STANDARD SPEQFIGTIONS NI'µ ° 1 L -� to � INTERPORT FOR CONCRETE 2 REINFORCING BARS. UNITS TD BE , �-W: , ---? DISTRIBUTION CENTER ! (I '10"'� \. !:! rr Y I Y• __ - PLAN -JOINT PLATE SPACED ON 12' CENTERS. aeul 1Tt MMET 2. EXPANSION JOINT TO 8E SWAGED AT THE END ( i B y LA PETITE HARRIS COUNTY, TEXAS OF EACH CURB RADIUS. I _ P _:•�_ -� . R 1/4' CIA i {• 3. CENTER DOWEL HORIZONIALLY ON JOINT. ONCE m _ , � DETDtllO11 POND .••"e c. _ • /\-iwuaeevaooW„ 4. CENTER DOWEL ED COIN CONCRETE BAST I / O `.N EXTEND THICKENED CONCRNCR ETE AS NEEDED TO ` I NISI SIML Say. Aw YaI.w,H.a• i MAINTAIN 3' MN. COVER.PIPE SIZE 6TARWAAD CONCRETE VALLEY GUT1ER 8tiCTIpN ooAYanlm_t i 5. CITY OF HOUSTON APPROVED PRODUCTS IL .+... A'YL +--�A r.- trnr m. SEW. � Y Y 80 J ,� .. . _ MAY BE USED AS JOINT PRATE ALTERNATIVE fJ1A1w vE^., 4 �i i :. O DOWEL DIA + 1/16' 1"4 // ! , I � Ymmz A PROJECT FOR o 15 r J o u. r• r-1.'t '- :N•;li 4tJB I. PFNOW�O7NUETREIRP)OLN3ITSN000mE1EVNXEYGUIiBDVOt$BWLLIEBET ELEVATION -JOINT PLATE -`��"' FIRST INDUSTRIAL v m PITBmI®LRmRFamATIRiIEgIpO�NORdmTK6G1101RDIWWLLE N.T.S. EOILED YNBE WIOETEWMEYORIEP3 RETDEDaeIBeT®M13Baa2ve6s Lamxt Fu� TABLE I 10 FT. TIP. u 2 DAN3RMOEWLLEAPHG®SI'DABmLFHRW11N 4'DNEIBINY3B1 :MAC ��, I VAC OFrff•O. OR •0•I•NEiSBWLEpEXBLNmWOIY 81OLE8t BffOMwlm NO.tNII-I FORTYR •0• GROMINNOIO M.m FORTYPE •D.r.. N. OW.EMYMYECWXtEABIW.TORNROI ETMAj9 LL WILDHWN HIOrIE1140MmORWIVOWKS100 t i A3•PoOTCpgETFVMIF/QRRDISiON8N1EOO81RRi® T.I OR NRKAIIJIIA3 TWaMnEIRYMOWMYMMTIEON'BM MOMma �AI�Ill��LEWC�L�gm YPWiG1 GLUT 0 ON TIE WfNUTpOFGItPltlLt8f16TGEMIWTIGWBETG rm.YOMro�iNnEYNfA•Ilmne[EcmfYAtE OPEN ORCH T1PE StREE15 OORIRATm06-f,3 L/OffH91f RB1P1ECYMmOCOYpEIE (NOT TO SCALD r� �, _ ' - •':::1: �.; ::.:::;:.: 5 FT. 1 FT. REALTY TRUST, INC Y L. 8 IN. - r y ICI c SECTION SECiTON B-B PUN FIM y AW STpMI SEWER SEE NOTE 11. PROJECT NO, YNHME TtPE WC' FOR 4Y (NOT TO SS OW�iER�CP �SYKtiR S ORY SEWER VARIES n DRAWN BY o TYPE 'A• ORATE MMET (NOT m SCALE) CHECKED 0 ASSLOI� a ` is z" a c.`� "tjP s"i" xr v:s - CESSARY o -- 2.1 E B a _ SCALE NOTES: P m.r.w-;au'[ �v. .a -µVl•C1 V -� ® O a..�.,iEL (�� C�gu�c�c�P��ga �UDI� R I vYs CE Ai Ya a YSO cnr I++a __ ..... ...._ P an 51rJlr E..C. uv.u'Rxa rj'-► � lYi 'H ...i ... Yt .:'nTHJ[ � C 1� c0 swAVVm SE aw sr.n✓xm I t i r.... cu,r+x NOTES 70 SPECIFIER I!'R: SPE<iK:Vy}y yAI H.ryIFTVexI51M1 oT<H • AUC) s I ` ieu�i..• n°nc°e W ImE 0"N,uMIX oa AmcP 11806 WILCREST SUITE 200 YY 1NW .a.f s oa 071 HOUSTON TEXAS 77031 AM 'VHyNNCCF a$T- I �- i I' ��JMD PA AaFAT' YfFO. iS KA.AtA AI11L6x IICVVCL APE SllE 'K IC to kY n' I n -J 13 d .dr I p, ryLLmluwlL JIA MADC Z PAVEMENT THICKNESS (IN) DOWEL SIZES AND SPACINGS DIAMETER (IN) LENGTH (IN) SPACING (IN) 6 3 4 IB 12 7 1 to 12 8 I 18 12 9 1 1 4 18 2 10 4 is it 415 12 12 4 is 2 J YAY I of WIN vu.L =: IFr G DTOI IWu ON mF� " ifa-M .. KTETnw\T4 FYAFL4EIO ILYNPLL VA[FAIAS !M t'Oil.£ YkMS W, tlE /} ACT. vS�ss LC'n SfA41Ym ,` i F ' *.� ... ..._ . __ Jrl I •_a _ � IYi -\} `_�._. / �- H`A-, 4 ( , . - I .�„ Hai ♦- I , w :vavvs T yy Y- I<i<y�Am '[nrtxn -.- =._L w�.. _ .. h'' 10C ''" '-'-� A y{ Ji I y i f I �J7 qI ❑ ❑ ❑ ❑ ❑ ❑ A ON 8 IN. 00 CENTERS , ,PLAN « a 0 �i 1314 Texas Ave. ®were ❑ ❑ ❑ ❑ ❑ ❑ I _ YL a 12 PRE 09MM MET 6NML HAVE A 4 r 4 brown.Su)te 01 = (°M LbvEImm a NOR LESS THAN 12 SEE NOTE 11 1 • --� - - i noun a ,Y BF1ON PAVING NYSE u _ m `Atf SECT'vH s "�"�� •..•• ! 1 F ur.A F PLAN 10 FT. TIP. O Houston, TX 77002 HALF secnON uNaER =sa,[rNCaYq CiORIaE,nR PAVEMENT I H ;J ^-�5 FT. 6 IN.NAfURAL GROUND "a SEE NOTE 5 a r Ct %mNAEf Pp PR 713.224.045E . �•. \-C`� J-y J; .r R\ I ��IJI' 1 �� I CJCrN ^AVrTD J[Tu _ EXP JF IEu N a 1 FT. -1--FT. &N vry FINISHED PAVEMENT Gmo I CAST IRON aurE SLOPE I e Cl r e 713.224.0457 fax TWAN: 'NYt SEE STANGvm c M SAµ VARIES mcx+c,• TC.,E I J . sPN,oiAflMtlt j b Z� Q vm uva ii -`) - m o a DRAWING TITLE acnYxl a - .l 1 R� x WALL Cv- sirraurniv } I Jr K J . � 1' •: r I •.... . Lr_ Q � U- S.ECIMAaws I Ji ,Js• - J� �• . • _r 41 T`•i�Sm16'IRVCim OF 6BOCE WIN6 IN. N - ---� ,= _ 5 N . > , -R.� b , 4 . ,2 r PAVING SEWER S i �x x. `) �I ' . • INS IN. AND STORM `��(' .R{� I - E NOTE 2. DETAILS . •�4 as `-IT �_I,__. _. __ i�,'x I•ct.' v\./�.. > ScUtc") 1� _ �_I/ �tr .a_uy_e U•� ,_ II 'i� _.� I --%-"i I I 6 J . • I: z .! imI [end uvml-SIANIiTa 1 ++ i _ 1 1 � r�.fL'IFD CMM1!M YN /i 1 VW� T-, • T 1 5 1�-�..'Hr � "1 � aN / . R[BIA MKJ IMR SIta ZRE ` ,/. •�' ` wur.uou: yl r` I _I \_ cautr. ttAv 1 \1.- cr.�nnc sYv SECT,H 1 E W MN 2^ ..+:.11 B J� J,:.,:. :. _ JUHCKION COY, DI?FIL Li'J FRAML UEPA9. "• " DRAWING NUMBER O ' PZE OF rFa•,! �- C siOY.c SECTION nICAL GRoss-sFGno41f N �.. � *y 'p / SECTION A TYPICAL BACKSLOPE 0 *.:..... .. i. . STORY SEW R JUNCTION EIOOT , BO WU , 9 STORM Sf1YER WITH tD OR ORIOE TOP , ............... • ... , Swm OR mm Sam TOE or NO IIIEDDW AND BNXIML (NOT TO Sc" DETALS A 84859 0. ,� j FOR DIN SIA RE TRENCH (NIT ro sruE) l� o, '.FGLSti� ' �4° (NIT m WALE) StOFMF SEY(IEIt FS G� s TYPE •O-10 MME1 CIVIL SITE PLAN 1®,\/ONAI. 'y (NOT TO SHEET NO. OF 12 ��-2 /'d ( i; ISSUE DATE DESCRIPTION REINFORCED CONCRETE ASPHALT TOPPING MIN. THICKNESS 6' IN. 1 1 2' TYPE 'D' HOT-MI�ASPHATIC CONC. -SEALED JOINT' 3/4- EXPANSION JOINT /4 BARS O IV EDGES AROUND ALL SAW -CUT C/C. E.W. ¢SAN�tO•�-� RUBBER (Em.) PERMIT 03-2 - 7 ROBBER GASKET 23 1�2' DIA STANDARD MANHOLE MGO •gYER a•� Mu1m11ort T BASE rtM90FPASl I.3• (TYP.) CEMEN( FRAM AND COVER SEE MAtNaE RgnT AS YM4RACnAEn °Y CONSI'RUCPLON 04-16-07 o TAKE RY OF LA PORTE STANDARD DETAIL FOSM ON Au FRa°sn MUMDInMORTAR1.5 SACK CEMENT STABILIZED r'•'_� - ^•ems w ESE REPLACEMENT SHALLSAND BACKFILL COMPACTED TO %''` 1° BE CRUSHED LIMESTONE 4• HOUSE SERVICE (NOTE 7)95% MAX. DENSITY >�''•x'?`. •`.-^+,r °d MINIMUM 6'. IDENTICAL (NOTE 5) nREVISION 2 US-11-07 • -> fr:4•WYE 1Bi4'WWYE SECTION 2 �1 M 5' MIN- ��•�it MIRAFl BOOK � OMBNI m�ASRNE�CES�SPRT'E oD+IICAL FABRIC LINER (NOTE 2) Na L O O1 DF•' s g PIPE OR EQUAL 4AND SEALED WITH I 4' e• CBIG 3 •' O •. (MIN. LAP IV) OIA APPROVED SEALANT 2 e' T p 34• CRUSHED CONCRETE OR CRUSHED o e tl PPRRSEECASST CONCRETE 3 ie 9- S u• , OOIIa TAFTR S STONE 3/B' TO t-3/4" p PRECAST OR PREMIX s ta• e' a• u . cwn TMER ° s B' NO LIMESTONE) Ta m CONCRETE INVERT & 1 4• a• 4r _114&' .talc FRE �"I S 4R" ( NOTE: IF CLEANOUT IS PLACED IN ADVANCE 7 24• 4 4' 4&• - CO11G PwE 5 C 5 TYP TWNRY VALLEYIRON &STEEL CO. OF PAVEMENT PLACEMENT. PLACE SAND RESIVENT B 34' 4 4• 4C .taEn PPE fag PATTERN NO. 1664 OR EQUAL AROUND CO. CASING IN UEU OF CLASS-8- 12' ,�''+m CONNECTOR (TYP.) ° 4 v x' u• ItNC 8 CONCRETE. 6' ICI C e' x u' R4E6i U D6i PAVE ENT STANDARD CASTING _...__ _ _ r x x mM o .. , E .. _ _........: _,.:.......::... _ NTH 27(P SLAB r": v: t2' .Tit ia].I�O 10 OLE NOTL^. >ais 30DO PSI CONIC. 1 HT � A ALL PPECFST gC001J5 ro Be ASIM G-4 4' ] = m ETmADEro t? iWG E1F5 4 NOTES: '5..5 "...'. i :''>'sa, '`7.,. GREATER THAN 15 FT. B lE7MGJOFS ( )ro g sEr OFF a6otE As 1. 'CEMENT STABILIZED SAND' FOR BEDDING OR BACKFILL SHALL <� '°" -t S 1.5 SACK CEMENT NOTES: ffi N A�DETAL N IE.a1Rm PrR A BE THOUROUGHLY ROBBED, PLACED AFTER PIPE IS LAID AND STABIID:ED SANG Alm SNNL g ugD ro tE STD. oRaP ro h ; 10 �% w 1. DEPTH OF MANHOLE DETERMINES SECTIONS G � � �N COMPACTED IN ACCORDANCE WITH THE SPEgFlCAT10NS. p ° sIrJJ. sXm RTx 2. "EARTH BACKFILL" SHALL BE COMPACTED IN ACCORDANCE WITH NOT LESS THAN 3' % 6'CLEANOUT 2 PRECAST CONCRETE RINGS SHALL BE PROVIDED API1t011]T EWAL n >'!6 ° s AND SHALL MEET THE REQUIREMENTS OF THE SPECIFICATIONS CLASS'B' CONCRETE :: FOR A COoMBINED TOTALADJUMEM HEIGHT OF AT p, e„T,e RFT2AiFD R 13h!IN S $ < ill LEAST 17 THE TOTAL HEIGHT OF THE NOTES AND SHALL BE PLACED THE SAME DAY PIPE IS LAID. / CLASS •C' CONCRETE >/j % o :-- Y MIN. ADJUSTMENT RINGS SHALL NOT EXCEED a DEPTx aF uAlwaE oEIm1OEs SEDL0L5 PFSIEEIT. 3. 6" OF 'CEMENT STABILIZED SAND' BEDDING SHALL BE PLACED 45' WYE BRANCH - u a::::::a:: t : r 1'-Ti. i. Ftlt MAMIarOBP. !' WALLS OR IN THE BOTTOM OF THE TRENCH BEFORE LAYING THE PIPE AND / / COMPACTED OACKFlLL / :1 i i't I 3. MANHOLE WALL THICKNESS FOR DEPTH EXCEEDING BEGEialO tY BE1DW laP ? 6754n < `" "•.: m O - :: yp,�,(i . .. -6 12'-0' SHALL BE 17 THICK. n roR uAlalaFs Owt fY DEEP. ug Ir wuLs . • ...:_,.:': • .:.; - T 4 a MAKING UP THE JOINTS. TAMPEDIN6'(AYE(TS •: • •• m _ 4. MANHOLE DROP AND INTERSECTING PIPES SIWl BEtaaHO Iz 93. T3P OF OAmxi t+ "' - -' • - =1 THIS SURVEY WAS PROVIDE BY PINNELL "" U BE INSTALLED ONLY WHEN CALLED FOR IN PAN SURVEY, INC." DATED DECEMBER 27, 2006 •�t.r':'.j.>"{:: r � •N:':= O � RESILIENT H. t9Ar LTl1RE eGOarn OF, UAxwIE �:�: �� •: •:`>., . . yy :t.;� . ' ' ..{i..;,.: ..•.t;: .k� ,. AND PROFILE DRAWING. SID. NwP • slo, uARlale• waBASE `, / PLUG •vLj„ .f;:]= b 5. SEAT MANHOLE FRAME IN SEALANT PER w/ KmRtS s�FFR BLACK FRD1EDRtE 9::. V" . _ � wAtxo fEt TxIrJOcss - 25 fas. . 4•,aN.. , ONSNE IN LLAYERS& TO BE `.:. i:.,,.:A''7 > .(4>. :; .,y I 2'-0' MIN. 1'/FT MIN SLOPE CRY OF IC PORTS STANDARD SPECIFICATION. 4&• R°P- 1215 WEST 19th. STREET PLACED IN B'LAYEft3&COMPACTED -'� 'a.:>.� a (TYP-) 6. ECCENTRIC PRECAST CONCRETE MANHOLE ASIM Tr4]e > �•-� � •� HOUSTON, TEXAS 77008 T00% MAX DRY DENSITY. `» �' + MAY BE USED. g FOUNDATION PLAN 7, OMIT CEMENT MORTAR WHEN MANHOLE IS TYPE 4 MANHOLE FOR 6' TO 12' SEWERS BASE &INVERT Ph. (713) 880-0808, Fax. (713) 802-1221 «qt?:^ •ram`"•.'°t' •.1.(�«, Al' MIN. LOCATED IN PAVED ARE/S. EARTH BACKHLL ' 8. MIN. REINFORCING IN THE PRECAST CONCRETE :. °' BASE SHALL BE % 5 O 8 EW. :1.. ELEVATION END VIEW 9' TRENCHP BADED CK LL PER CITY KFILL TO COFLAPORTECENT PIP 12 TYP. • 10. TEE NSTANDBC UDED SPECIFICATION. PRICE OF DROP. �• PIPE 11. HORSE -SHOE SHAPED OPENINGS OR BREAKOUT O CLEANOUTDETAILS OPENINGS SHALL NOT BE ACCEPTED. SANITARY SEWER BELLON N.T.S. MANHOLE FOR 6" TO 12" SEWERS e its PIPE � LP-DTL-SAN-006 44'-0' DIA PRECAST CONCRETE MANHOLE N.T.S. s' MIN. MIN. KT8 LP-DTL-SAN-016 BEDDING AND BACKFILL LP-DTL-SAN-013 NOT UNDER STREET OR DRIVEWAY PAVEMENT. NTa U LP-DTL-SAN-002 NOTES SYMMETRX:A1. u ABOUT 1. GROUTING OF MANHOLE STRUCTURE ANNULAR SPACE WELL W PERMITTED IN CASES N}IET(E u SYMMETRICAL IFFIISUFFlENT ND SPACE EXISTS FOR UNDER PAVEMENT NATJRRN.GROIJNDF SECTION � PLACEMENT AND COVER CLP ST OF CEMENT ABOUT STABILIZED SAND. PER ELP STANDARD O SPECIFICATION FOR TUNNEL GROUT. C HALF SECTION HALF SECTION UNDER MANHOLE FRAME 2• SHADE'TNSLNIMUTS7REUSCTmUREBSA.LL Crtv oFU PORrE o�AnD G UNDER PAVEMENT NATURAL GROUND AND COVER (SEE DETAIL SPECIFICATIONS PAVEMENT NATURAL GROUND 3" NORMAL -I SAN-022) 3. ARRANGE PIPE JOINTS AS SHOWN WHEN o J� USING Pod0 CONNECTION TO CAST IN PAVEMENT NATURALGRWND u PLACE MANHOLE BASE .1 ,F;• t 4.N®ncTAR EPDXY COATING ON INSIDE ANHSELECT FILL il% ✓�/�/ilk jl� �I/ \ A B 3• B SUBGRADE :Hi'/`L`S :T A RANDOM � i PRECAST CONIC.. SYMMMETRAs TCAL TRENCH ZKFILL ONE PER APPROVED PVC (SEE NOTLy SPECIFICATIONS m OR STEEL. ADJU ENT RIt(11C5 HALF SECTION HALF SECnON UNDER SUBGRaOE �� �y J/ pu, .a I > UNDER PAVEMENT- t(MURAL dT00ND 3• TRENCH ZONE I ^I-T �"' �j BACKFILL ,�J/' PAVEMENT NATURAL GROUND J/J/JJ/JJ/�J/ / J� 1 J/ J/J/ ,/ PROJECT TITLE v > 11>= INCLUDED IN Nom.,,,MANHOLE ' PMFNHOITE SECTIONS I ////{{{��_ �I y/ O 4 BARS BOTH WAYS INfML PRICE OF DROP. SEALED JOI'VT R s �BACK�ILLPER �_ _� _�/J /lil /l /l T BACKFILL 1.5 SACK CEMENT .. RUBBER GASKET b .. I J J� .I��cm GF IA PORE J JI ,� ••••••������ STABILIZED SAND (IiP.) I SUBGRAOE TANOOAD SPCCIFICATp�u\F+gS.../ J/ //Jml PLAN CEMENT -STABILIZED 'SPRING LINE "••tii]•r,+ �(t`�'r'- m _ illill J- J- J -/,� EL u STANDARD CAST IRON MANHOLE SAND EMBEDMENT ?(, . 't F•'; I Y / / J I I / l J 0 INTERPORT RANDOM BACKFILL y y v HAUNCHING _ IN TRENCH ZONE PER f^' i FRAME&COVER (SEE NOTES) ..s"..`_� �` E - 5' MIN. r.'.r 'jF"r.' sPECR1CAnONs to z_.:- SEAL PING (TYP•) F' / SEE NOTE CONC.CAP BEDDING mi=-' i'wi';"" ,••+'_ _ 2':..i i:.:,::.`;.i. " E &:,� :_ Q� _ - DISTRIBUTION CENTER n y ' R : b LA PORTE, HARRIS COUNTY, TEXAS TYPICAL CROSS-SECTION ga rcv ,._n, PUG TEE NOTES: o CLASS'S' CONIC. T':?�..?.i,Ly'G4µY .' "••• •'.... ' . -36E':': '• 1. THIS DETAIL MAY BE USED ONLY 3. MAX TRENCH WIDTH SHALL BE NOT ':'�sh':'C>•.�.-':-'�'= ajit%'. �+"'�'`^++'4�+- _ FOR DRY STABLE TRENCH CONDITIONS. GREATER hIAN MIN TRENCH WIDTH SEE NpTE 3 ' NOTEt ` 'NOYEt ' SPRING LWE Q SEE SPECIFICATION FOR REQUIREMENTS PLUS 24 INCHES, UNLESS OTHERWISE y O S OTHER CONDITIONS, O ��• (II A PROJECT' FOR V"•Qa PIPE OD 4. MIN. BEDDING DEPTH SHALL BEE 12 INCHES. I-6" 1.5 SACK CEMENT a 2. MIN TRENCH WIDTH SHALL BE STABILIZED SAND '• O PLUS AN ALLOWANCE A 5. ALTERNATIVE EMBEDMENT BACKFILL t' 3'-0' a z FOR THE NOMINAL PIPE SIZETOER FOR FORCE MAINS MAY BE NOTE: _ 5 µpm �', FIRST INDUSTRIAL PER crtY OFuroRre s NOMINAL PIPE SIZE "A - 1. ALL MANHOLES IN WET SAND REQUIRE SPECIAL DESIGN. U 18' TO 30' 24' ADJUSTMENT RINGS AS MANUFACTURED BY L4DTECH. INC. ;+;i'SEENOTE2•i'.j�7t:.i:''S i'' lY TRUST INC REAL , 90•BEND OVER 30' 3G OR APPROVED EQUAL - ` ` .. .. .....: '• ... .-' .: -- 3. HORSE -SHOE SHAPED PIPE OPENINGS OR BREAKOUT PIPE OPENINGS WILL NOT BE ACCEPTED. \ \ ........................... ......................................................... SECTION B-B SEEC YOFV PORTES ANDARD DETAR NOTE DRY BOTTOM O 2. 6' MIN. FOR MAINONAETFJ3 QO' SANITARY SEWER TYPICAL CROSS - SECTION Ir MIKFORMAINDMNEIER>2R DROP MANHOLE SANITARY SEWER STANDARD PRECAST CONCRETE SEWER PROJECT NO. SERVICE LINE RECONNECTION FOR STORM MANHOLE AND STANDARD DROP WATER DISTRIBUTION MAIN o SANITARY SEWER BEDDING & BACKFILL FOR DRAWN BY KSA SEWER CONFLICTS N.T.S.OPEN CUT TRENCHES LP-DTL-SAN-019 MANHOLE -TYPICAL CROSS SECTION CHECKED N.T.S. LP-DTL-SAN-032 N.T.S. v LP-DTL-SAN-023 N.T.S. LP-DTL-WTR-003 $CAT F a, LP-DTL-SAN-034 0 rl v 0 CONCRETE THRUST 61.000NG AJa� 11806 WILCREST, SUITE 200 �: Z rPoET HOUSTON, TEXAS 77031 w w CONCRETE THRUST BLOCKNG e � p.A ,. , 1281)530-3168 U EXISTING GRADE ,� tl,� powers a 1314 Texas Ave. "o f RtrAlol Suite 401 EXITING '4' MIN' � '{�. y u GROUND LINE CE WATER MAIN WATER LINE I ,`..^,> /::\.: • .i-,•, brown, Y QjNFW Houston, TX 77002arch t 713.224.0456 WATER MAIN SANITARY L SEWER Ts caNQtET6 THRusr BLocaNG NOTES: 20.0' SECTION OF PVC-C900 WDR18 REQUIRED WHEN NOS' NOTE: USE MECNANIGLJOINT FITTINGS 1. ILpIE iRE HFDR°IIS AT iva a' TIE r1tDL4L11�1t all® RABItLS, 3 FEET N q CLEARANCE BETWEEN NEW SANITARY SEWER PARALLEL TO EXISTING WATER LINE 1.U5EMECHANIQu.JOINrs SECTION mwaRpteRwFylFnFmuEaaR. a �r TLi r e 713.224.0457 fax 51 WATER do SEWER MAINS IS 2. EBM FORCE -RESTRAINT SLEEVE SHAD. BE WYE 2. ql I, iR� ]s, SET TIE Fit NIMWBS MRBt a RET a h 10.0' OR LESS. ON ALL MECHANIGL]OtNTFRTINGS. N.T.S. Cl Z S TIE FIRE INBPNIf SITNER NDIDE SW1L FATE TIE MEET. DRAWING TITLE 3 900 (1/4) PIPE BEND NOTE: USE HWHANICALJOINTFIITINGS LP-DTL-WTR-034 MOTES- N.T.S. BIE HmRA11f y m 1. SANITARY SEWER MUST BE BELOW WATER UNE WHEREVER LP-D'TL-WTR-018 TEE �. t POSSIBLE. WHEN WATERLINE IS BELOW THE SANITARY SEWER N.T.S. y nN5 •C i• TEE 4' RatE N SAME ASMFOR SEWER B0.0W WAION� - AND INSTALL PIPE LP-DTL-WTR-032 9 cwxETE SANITARY AND WATER LINE N 2. WHEN PRESSURE -RATED PIPE IS REQUIRED. ,A N PROVIDE PIPE WITH MINIMUM 150 psi PRESSURE 0 RATING. rJr PVC PRESSU DETAILS 3. ADAPTERS MUST BE FACTORY MOLDED OR FABRICATED, M ERArmt , PIPE 10.0' 10.0' WITH RING STIFFNESS AT LEAST EQUAL TO THE I A ADJOINING SANITARY SEWER PIPE. AND USING r _L CONCRETE THRUST BLOOUNG U RESILIENT GASKET OR SEAL MATERIAL FLEXIBLE RUBBER 'BOOT' TYPE ADAPTERS WILL NOT BE �. ACCEPTED. PLAN DRAWING NUMBER N-- 4. INSTALL FORCE MAINS SAME AS FOR GRAVITY SEWER, USING G SPECIFIED PRESSURE PIPE. _ 1 ADAPTER MADE SPECIFICALLY FOR CONNECTING 5. 'Y MUST ALWAYS BE GREATER TITAN OR EQUAL TO 6-. '>' ` , N SPECIFIED SEWER PIPE TO PVC PRESSURE PIPE IS USED. - L o 6. ALTERNATIVES MAY BE SHOWN ON THE DRAWINGS ?"• T'�` ."':.. _ I PtE OF a OR DESCRIBED IN THE SPECIFICATIONS. T `1 ,-It �M/ yam•:' 9U's A :..� 7. SEPARATION REQUIREMENTS SHOWN HERE DO NOT APPLYI,I• •1 1•I TU TO SERVICE CONNECTIONS - REFER TO PLUMBING CODE * ........ * FOR APPLICABLE REQUIREMENTS. CONCRETE THRUST clo q BLOCKING (TrPJ coNCRETEmftusreLocaND FIRE HYDRANT PLAN &DETAIL DO . e SANITARY SEWER Itf N.T.S. I............4859........... I (USE MECHANICAL FRTTNGS) NOTE USE MECHANICAL JOINT FITTINGS LP-DTL-WTR-011 84859 ��;' 4; �- SEWER MAINS AT WATER MAIN CROSSING NOTE: USE MECHANICALJOINT FTRiNGS22 4S° VERTICAL BEND eOeOFs ��NAT. AV Ilk e I DETAIL CROSS (118)1/HORIZONTALBEND \ e q TN.T.S. CIVIL SITE PLAN �T ;0�0 N.T.S. N.T.S. N.T o .S. LP-DTL-WTR-030 LP-DL - SHEET NO, � 2 a to LP-DTL-SAN-063 LP-DTL-WTR-024 ri N C 3