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Home My WebLink AboutPORT CROSSING CONSTRUCTION PLANS,-or GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON 5850 SAN FELIPE SUITE 650 HOUSTON, TEXAS 77057 PHONE: (713) 977 8291 FAX: (713) 977--7466 t`P� ........... s i JASON ECKERT �..�;.:._...._ 94993.....__ i ram••, �' tP r&ol mma Ewa —NTS— e D�NALD S.PEEBLES P lo 38946 v.v 73 4iNxy .. ti "a .=�;: PROJECT LOCATI :�`(; f� I ,_ : ...... ;: �:�j •, yl ODT LOCATION M KEY MAP - 580 F K —NTS— PORTE, TEXAS I 4 V CITY OF LA PORTS: ZZ-o TEI(07kS�,W__ E a SAGO DATE DRAWING INDEX: SHEET NO, DRAWING LIST 1 TITLE SHEET AND INDEX 1A HARRIS COUNTY EXPRESS REVIEW 1B EXHIBIT MAP FINAL PLAT OF PORT .CROSSING 2 GENERAL NOTES 2A GENERAL NOTES 3 GENERAL NOTES & ABBREVIATIONS _. 3A ABBREVIATIONS & LEGEND 4 OVERALL CUT/FILL 5 OVERALL WATER PLAN 6 OVERALL SANITARY SEWER 7 OVERALL STORM SEWER 8 OVERALL DETENTION BASIN AND CONVEYANCE CHANNEL LAYOUT 9 DRAINAGE LAYOUT AND SURVEY CONTROL 9A DRAINAGE AREA AND ANALYSIS BOUNDARY EXHIBIT 10 DRAINAGE SEQUENCE OF WORK 11 RESTRICTED RESERVE DETENTION BASIN — SOUTH PLAN 12 RESTRICTED RESERVE DETENTION BASIN — NORTH PLAN 12A OFFSITE DRAINAGE POWELL ROAD TO NORTH DETENTION 13 OVERALL .GRADING PLAN SHT 1 OF 2 14 OVERALL. GRADING PLAN SHT 2 OF 2 14A TYPICAL PAVEMENT SECTIONS 15 WHARTON WEEMS BLVD PLAN & PROFILE STA 10+17.86 TO 19+00.00 16 WHARTON WEEMS BLVD & POWELL RD PLAN & PROFILE STA 19+00 TO 28+00 17 POWELL ROAD PLAN & PROFILE STA 28+00.00 TO 37+00.00 18 POWELL ROAD PLAN & PROFILE STA 37+00.00 TO 45+00.00 19 POWELL ROAD PLAN & PROFILE STA 45+00.00 TO 53+00.00 19A POWELL ROAD PLAN & PROFILE STA 53+00.00 TO END 20 POWELL ROAD PLAN & PROFILE STA 1+00.00 TO 9+00.00 21 POWELL ROAD PLAN & PROFILE STA 9+00.00 TO 17+00.00 22 POWELL ROAD PLAN & PROFILE STA 17+00.00 TO 26+50.00 23 EXPORT DRIVE PLAN & PROFILE STA 34+73.87 TO 43+00.00 24 EXPORT DRIVE PLAN & PROFILE STA 43+00.00 TO 50+98.39 24A SANITARY SEWER LINE ALONG CONVEYANCE CHANNEL 24B SANITARY SEWER LINE ALONG CONVEYANCE CHANNEL 24C SANITARY SEWER LINE ALONG CONVEYANCE CHANNEL 24D SANITARY SEWER LINE ALONG. CONVEYANCE CHANNEL 25 PLAN & PROFILE CONVEYANCE CHNL STA 00+00 TO 09+00 26 PLAN & PROFILE CONVEYANCE CHNL STA 09+00 TO 19+00 27 PLAN & PROFILE CONVEYANCE 'CHNL STA 19+00 TO 29+00 28 PLAN & PROFILE CONVEYANCE CHNL STA 29+00 TO 39+00 29 PLAN & PROFILE CONVEYANCE CHNL STA 39+00 TO 41+84.50 30 PLAN & PROFILE WEST POWELL RD. STA 00+00 TO 09+00 31 PLAN & PROFILE WEST POWELL RD. STA 09+00 TO 19+00 32 PLAN & PROFILE WEST POWELL RD. STA 19+00 TO 29+00 32A PLAN & PROFILE WEST POWELL RD. STA 29+00 TO 36+00 33 PLAN & PROFILE WEST POWELL RD. STA 0+00 (E) TO 01+31 (E)` 34 WATER DETAILS NO. 1 35 WATER DETAILS NO. 2 36 WATERLINE CROSSING AT SH 146 37 SANITARY SEWER DETAILS NO. 1 38 SANITARY SEWER DETAILS NO. 2 39 SANITARY SEWER DETAILS NO. 3 40 SANITARY SEWER DETAILS NO. 4 41 LIFT STATION SITE LAYOUT 42 LIFT STATION PROFILE 43 LIFT STATION — ELECTRICAL SYMBOL% LIGHTING SCHEDULE, & ABBRV. 44 LIFT STATION — ELECTRICAL SITE PLAN 45 LIFT STATION — ELECTRICAL ONE —LINE DIAGRAM AND DETAILS 46 LIFT STATION — ELECTRICAL CONTROL DIAGRAMS AND DETAILS 46A ROADWAY DRAINAGE AREA MAP 46B ROADWAY DRAINAGE AREA MAP 47 STORM SEWER DETAILS NO. 1 48 STORM SEWER DETAILS NO. 2 49 STORM SEWER DETAILS NO. 3 50 STORM SEWER DETAILS NO. 4 51 RESTRICTED RESERVE DETENTION BASIN OUTFALL AND OVERFLOW STRUCTURES 52 RESTRICTED RESERVE DETENTION BASIN CROSS SECTIONS 53 CONVEYANCE CHANNEL CROSS SECTIONS AND MISC DETAILS 54 TXDOT STANDARD DRAWING SCP-5 (SINGLE BOX CULVERTS 5'—ON SPAN) 55 TXDOT STANDARD DRAWING SCP-7 (SINGLE BOX CULVERTS 7'-0a SPAN) 56 TXDOT STANDARD DRAWING SCP-12 SINGLE BOX CULVERTS 12'—O'SPAN) 57 TXDOT STANDARD DRAWING SCP—MD (BOX CULVERTS MISCELLANEOUS DETAILS) 58 WEST POWELL RD. JUNCTION BOX AND BEDDING DETAILS 59 WEST POWELL RD. TXDOT STANDARD POST INLET PLAN AND SECTIONS 59A WEST POWELL RD. TXDOT STANDARD POST INLET PLAN AND SECTIONS 60 WEST POWELL RD. NON—STANDARD POST INLET PLAN AND SECTIONS 61 CITY OF LA PORTE STANDARD MANHOLE RINGAND COVER DETAILS 62 TXDOT STANDARD POST INLET DETAILS 63 TXDOT STANDARD POST INLET DETAILS 63A WHARTON WEEMS BLVD CROSSING STRUCTURE TRANSITION, PLAN AND SECTIONS 639 EXPORT DRIVE CROSSING STRUCTURE TRANSITION, PLAN AND SECTIONS 63C GEOMETRIC DETAILS 63D GEOMETRIC DETAILS 64 PAVEMENT DETAILS NO. 1 65 PAVEMENT DETAILS NO. 2 66 PAVEMENT DETAILS NO. 3 67 HARRIS COUNTY PAVEMENT MARKING DETAILS 68 HARRIS COUNTY INTERCEPTOR STRUCTURE DETAIL 69 HARRIS COUNTY OUTFALL AND INTERCEPTOR DETAILS 70 HARRIS,COUNTY STORM SEWER AND RIPRAP DETAILS 71 OVERALL STORM WATER POLLUTION PREVENTION PLAN 72 HARRIS COUNTY SWPPP DETAIL SHEET 1 73 HARRIS COUNTY SWPPP DETAIL SHEET 2 74 TRAFFIC CONTROL PLAN — PROJECT APPROACH SIGNAGE 75 TRAFFIC CONTROL PLAN — INTERSECTION CONSTRUCTION 76 DELETED 77 DELETED 78 DELETED 79 DELETED 80 DELETED 81 INLET FLOWS AND HYDRAULIC GRADELINE CALCULATIONS ♦ 0 09 0 PAVING SUBDIVISION DRAINAGE 1 10" I. DRAINAGE SYSTEM TYPE I. DESIGN THICKNESS OF PAVING 8„ 11, STABILIZED SUBGRADE TO A DEPTH OF Ill. DESIGN STRENGTH OF CONCRETE 3000 psi ❑ STORM SEWER IV. TYPE AND PLACEMENT OF STEEL: #5 @ 18 25" OC #5 @ 36" OC ROADSIDE DITCH NOTES: I - N TO BE COMPLETED ONLY IF PAVING IS TO BE ACCEPTED BY HARRIS COUNTY DRIVEWAYS 1. NUMBER OF DRIVEWAY APPROACHES PROPOSED: NONE 11, HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS nM ¢HFFT oN TES: 1 11 TO BE COMPLETED ONLY IF PROJECT ENTAILS CONSTRUCTION OF DRIVEWAYS ATTIME OF DEVELOPMENT FIRE APPARATU S AUUhZ�� xvAP ❑ REQUIRED AND SHOWN ON SHEET(S) ® NOT REQUIRED DUE TO Scope of work only Includes Utilities CURBING I. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING 11. ® STANDARD 6" CURBING PROPOSED ❑ 4" x 12" CURBING PROPOSED ❑ 6" OR 4" x 12" ALLOWED EXCEPT AT MEDIANS AND ISLANDS TRAFFIC CONSIDERATIONS 1. MEDIAN CUTS ® NO MEDIAN CUT OR RELOCATION IS PROPOSED ❑ MEDIAN MODIFICATIONS ARE SHOWN ON SHEET 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 SHEETS 74-81 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. JZ SWPPP SITE PLAN AND DETAILS ON SHEET(S) 71_72_&_73 ❑ CITY 0\ HOUSTON ❑ OTHER \ ❑ TO DETENTION P D El DETENTION POND INTAINE ❑ TO HCFCD DRAINAGE ITCH ❑ TO HARRIS COUNTY RO ROAD NAME: ❑STATIC W.S.E. @ OUTFALL I ❑ PROPOSED STORM SEWE IS SUBM 0 IT NO. DITCH CAPACITY ALLOCA D TO TRACT FROM D. A. FROM DRAWNAG AREA MAP DATED: - PREPARED BY/ ACTUAL OUT ALL RATE: VPRIOR TO DETENTION: AFTER DETENTION (IF REQUIRED): FREQUENCY (CFS) (CFS) 7 N REQUIRED ON ALL SUBDIVISION TYPE PROJECTS INCLUDING MANUFACTURED HOME PARKS. 1I. APPLICABILITY FOR PERMANENT FEATURES. ❑ EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL. ❑ EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL WHERE TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSED) IS LESS THAN 1 ACRE. ❑ EXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER LINE. ❑ "STORM WATER QUALITY MANAGEMENT PLAN" HAS BEEN/WILL BE INCLUDED IN A SEPARATE SUBMITTAL ENTITLED------------------------- -- ® "STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWQMP SITE PLAN SHEET-------------- ------------------- 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) ---------------------------------- ❑ HYDRODYNAMIC TYPE SEPERATOR MODEL: ------------------------- ® OTHER(S): NET TECH G.P.I. LITTER CONTROL NET ON SHEETS 7, 11, 51-53 NOTES: 1 - 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 ❑ SEE SHEETS 19 & 24 NOTE: IF A MAJOR CATEGORY ON THIS SHEET IS NOT REQUIRED FOR THE PROJECT, "X" THROUGH THAT ENTIRE SECTION. CATEGORY (6) MUST BE COMPLETED. 3 SITE DRAINAGE (OTHER THAN SUBDIVISION TYPE PROJECTS) 1. PROPOSED DRAINAGE AREA ® NEW DEVELOPMENT AREA: 286.7 AC. ❑ RE -DEVELOPMENT AREA (AMOUNT INCREASED IMPERVIOUS AREA): II DETENTION VOLUME (DRY BASIN) 111. OUTFALL OUTFALL TO ❑ ROADSIDE DITCH ❑ STORM SEWER ® OTHER Taylor Bayou (HCFC Unit A104-00-00) STATIC W.S.E. @ OUTFALL IS 11.0 �t00�r even_&_6.5_(10�r ev_en� ROADSIDE DITCH OUTFALL: ROAD FRONTAGE X 0.0088 = __--_ - ALLOWABLE OUTFALL PROPOSED OUTFALL RATE: 478.80 (100 yr event) & 277.72 (10 yr event) ❑ STORM SEWER OUTFALL CAPACITY ALLOCATED TO TRACT FROM D. A. MAP: (CFS) FROM DRAINAGE AREA MAP DATED: PREPARED BY: ACTUAL OUTFALL RATE: __-`--___ (CFS) IV. PUMPED DETENTION FACILITIES N/A VOLUME THAT GRAVITY FLOWS: _________________________ ACRE FEET VOLUME THAT IS PUMPED: ____________________________ ACRE FEET ENTRANCE VELOCITY INTO ROADSIDE DITCH OR STORM SEWER: PUMP SPECIFICATIONS AND OPERATING PLAN APPEAR ON SHEET V. FLOW RESTRICTOR SIZE OUTFALL PIPE SIZE: 17' X 7' BOX CULVERT RESTRICTOR PIPE SIZE: VI ❑ PROPOSED STORM SEWER IS SUBMERGED. NOTES I-... 1. REQUIRED FOR ALL PROJECTS OTHER THAN SUBDIVISION TYPE PROJECTS. DEVELOPMENT AREA INCLUES ALL AREA WHERE BUILDING, PAVING OR GRADING WILL OCCUR. AREAS NOT INCLUDED BUT WITHIN THE PROPERTY'S BOUNDARIES MUST BE DELINEATED AS A "NO WORK" AREA ON THE DRAWINGS. 11. - 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 C®NDITION OF THE AREA IT SERVES, NO DETENTION iS REQUIRED. 7 FLOOD CONTROL DISTRICT CRITERIA 1. DETENTION SUMMARY RESTRICTED RESERVE DETENTION BASIN - NORTH (THIS DETENTION FACIUTY MITIGATES 2.2 ACRES OF FLOODPLAIN) nOA,MArc ADCA - 119 APRFS RAINFALL EVENT PROBABILITY PRE -DEVELOPED PEAK POST-DEVELOPED BASIN MAXIMUM ELEVATION LUTAAGE VO G RATE AFF RACEK RUNOFFCS CFSSR SURFACE 129.93 337.86 117.65 11.84 11.28 0.42 10% EXCEEDANCE (10-YEAR) 269.30 672.11 242.37 15.39 42.31 1.59 1% EXCEEDANCE (100-YEAR) RESTRICTED RESERVE DETENTION BASIN - SOUTH Anr A.CA - 4nn ArDFC RAINFALL EVENT PROBABILITY PR (CFS PEAK POST PEAK DETENTION IN WATER VOLUME STORAGE RATE (AC- F R AC RUNOFF RUNOFF (CFSj, PEAK OUTFLOLOPED W SURFACESURFAIMUM CE ELEVATION 10% EXCEEDANCE (10-YEAR) 285.00 1335.65 277.72 8.16 143.83 0.53 502•00 2900.64 478.80 13.23 224.30 0.82 1% EXCEEDANCE (100-YEAR) STORMWATER DRAINAGE DESIGN REPORT REPORT TITLE HYDROLOGIC & HYDRAULIC ANALYSIS - PORT CROSSING DEVELOPMENT REPORT DATE JUNE 2006 ENGINEERING FIRM GOLDSTON ENGINEERING, INC. DATE OF ACKNOWLEDGEMENT BY HCFCD OR FLOODPLAIN ADMINISTRATOR 8/29/2006 II. HCFCD STANDARD NOTES SEE SHEET 2 OF THESE PLANS. 111. HCFCD STANDARD DETAILS: SEE SHEET 68-70 OF THESE PLANS. IV. REFER TO PLAN SHEETS 7 FOR EXISTING AND PROPOSED RIGHT OF WAY DELINEATION AND COMPLETE RECORDING INFORMATION TO INCLUDE CLERK'S FILE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT, FEE STRIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.) NOTES: I. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. it. COMPLETE ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR PROPOSED HCFCD .MAINTAINED CHANNEL OR -DETENTION -BASIN. III. COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFALL, BACKSLOPE INTERCEPTOR OR OTHER RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCO 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. 0 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 CITY 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: ❑ COMMERCIAL: ❑ OTHER: NOTES: 1. COMPLETE FOR ALL PROJECTS it. COMPLETE FOR ALL PROJECTS. III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED FLOOD PLAIN STATUS I. GENERAL INFORMATION FIRM PANEL(S) FOR PROPERTY: 48201CO945J FIRM PANEL(S) DATE: Nov. 6, 1996 STATUS OF PROPERTY ON MAP ❑ LOCATED 1N UNSHADED ZONE "X" ❑ 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 DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND YEAR OF ADJUSTMENT Flood Plain Reference Marker No 010295 located at the intersection of McCabe Road and Powell Roads published Elev. of 12.47, NAVD 88. 2001 adjustment 11. FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION ❑ PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL AND IN ZONE "X" (SHADED OR UNSHADED) ® PROPERTY LIES PARTIALLY BELOW THE BASE FLOOD LEVEL (MUST BE DELINEATED ON TOPOGRAPHIC SURVEY) III FLOODPLAIN 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 11.00 (19 88 ADJ.) 3,000 CUBIC YARDS B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM DELINEATED FLOODPLAIN: i.e., BELOW ELEVATION 11.00 (19 88 ADJ.) 365,000 CUBIC YARDS NOTES: I. COMPLETE FOR ALL PROJECTS IL COMPLETE ONLY IF PROJECT IS ADJACENT TO 100-YEAR FLOOD PLAIN IV. ❑LOMR REQUIRED V. VERIFIED BY: HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT EXPRESS REVIEW SHEET LOTS OR UNITS AVERAGE DAILY FLOW 5, DESCRIPTION OF PROPERTY I LEGAL DESCRIPTION / PLAT NAME (PROPOSED OR RECORDED): PORT CROSSING ® NEW PLAT LOCATED IN THESE SURVEYS: W.P. Harris Survey, A-30; J. Hunter Survey, A-35; G.B. McKinstry Survey, A-47 ❑ REPLAT OF RECORDED SUBDIVISION OR RESERVE KNOWN AS STATE HIGHWAY 146, WHARTON WEEMS, 3E ROAD III. JURISDICTIONS ❑ CITY OF HOUSTON ® CITY OF LA PORTE ❑ ETJ, CITY OF ❑ UTILITY DISTRICT: ❑ OTHER: IV. HCAD ACCOUNT NOS. (ALL) 040-244-003-0003 040-244-003-0028 040-244-003-0004 040-278-001-0003 NOTES: L. Ill., IV., COMPLETE FOR ALL PROJECTS IL COMPLETE ONLY IF PROJECT IS LOCATED ADJACENT TO A PUBLIC OR PRIVATE ROAD. HCPID SIGNATURE BLOCK PROJECT KNOWN AS: PORT CROSSING DEVELOPMENT WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW: ENGINEERING DIVISION BY INTERPOSE NO OBJECTION DATE o�� ► - 9 l 200� g PAVING AND/OR DRAINAGE ON DATE gAS TO LOCATION OF ITEMCOUNTY RIGHT OF WAY D;�I ITEMS IN _ HARRIS COUNTY EFELOOD CONTROL DISTRICT INTti-e�ERPOT /✓ 0C� / G.C./ Q DATE L FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT-OF-WAY ^�. n APPROVED: DATE �- FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT-OF-WAY APPROVED: gY DATE FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATA AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VALID FOR A MAXIMUM OF TWO YEARS. ENGINEER'S CERTIFICATION PZE OF T£q �, I, DONALD S. PEEBLES, P.E. A LICENSED PROFESSIONAL W S.. '"" S' of ENGINEER IN THE STATE OF TEXAS DO HEREBY CERTIFY THAT THE INFORMATION i * * #j PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF i. °.:............... .........?.. 0, MY KNOWLEDGE. DONALD S. PEEHLES.j 36946 i THE COMPLETED PROJECT CONSISTS OF DRAWIN ETS 1 THRU 81 . A `.. �1jf^Tr'' �FC/STERY� 09/06/06 SVNATURE DATE R E V I S I O N S DATE SHEET NO. DESCRIPTION ACKNOWLEDGMENT REQUEST NO. APPLICANT NO. SHEET NUMBER 1A OF 81 JAN. 1 PAVING 10 I. DESIGN THICKNESS OF PAVING It. STABILIZED SUBGRADE TO A DEPTH OF 8 111. DESIGN STRENGTH OF CONCRETE 3000 psi IV. TYPE AND PLACEMENT OF STEEL: #5 ® 18 25" OC #5 ®36" OC 1 - N TO BE COMPLETED ONLY IF PAVING IS TO BE ACCEPTED BY HARRIS COUNTY DRIVF_,WAYS 1. NUMBER OF DRIVEWAY APPROACHES PROPOSED: NONE It. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS ON SHEET .NOTES• I - 11 TO BE COMPLETED ONLY IF PROJECT ENTAILS CONSTRUCTION OF DRIVEWAYS AT TIME OF •DEVELOPMENT FIRE APPARATUS ACCESS ROAD ❑ REQUIRED AND SHOWN ON SHEET(S) N NOT REQUIRED DUE TO Scope of work only Includes Utilities CURBING 1. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING It. N 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 N NO MEDIAN CUT OR RELOCATION IS PROPOSED ❑ MEDIAN MODIFICATIONS ARE SHOWN ON SHEET II. LEFT HAND TURN N 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 THAI WOULD INTERFERE WITH TRAFFIC FLOW SHEETS 74-81 SUBDIVISION DRAINAGE DRAINAGE_SYSItM_ irrt ❑ STORM SEWER ROADSIDE DITCH ❑ CITY 0 HOUSTON ❑ OTHER ❑ TO DETENTION P D ❑ DETENTION POND INTAINED Y - ❑ TO HCFCD DRAINAGE ITCH UNIT NO. ❑ TO HARRIS COUNTY RO IDE DITCH ROAD NAME: ❑STATIC W.S.E. @ OUTFALL 1 ----- --_--. ❑ PROPOSED STORM SEWE IS SUBMERG STORM WATER OUTF LL CAFACHY ALLOCA D TO TRACT FROM D. A. FROM DPAINAG AREA MAP DATED: PREPARED BY' ACTUAL OUT ALL RATE: --------------- ❑ OTHE FREQUENCY (CFS) (CFS) VW PRIOR TO DETENTION: W AFTER DETENTION (IF REQUIRED): - IV REQUIRED ON ALL SUBDIVISION TYPE PROJECTS INCLUDING MANUFACTURED HOME PARKS. N TRAFFIC CONTROL SHOWN ON p IV EXISTING TRAFFIC CONTROL 8' ❑ DEVICES SHOWN ON PLANS (T.C. BOXES AND LOOPS) 7. FLOOD CONTROL DISTRICT CRITERIA NOTES; I. DETENTION SUMMARY I - III TO BE COMPLETED FOR ALL PROJECTS RESTRICTED RESERVE DETENTION BASIN - NORTH (THIS DETENTION FACILITY MITIGATES 2.2 ACRES OF FLOODPLAIN) N DRAINAGE AREA = 118 ACRES STORM WATER QUALITY DETENTION BAST RAINFALL EVENT PROBABILITY PR OED PEAK POSTRU OFLEPCFSP�K PEAK OUTF OWASCFS SURFAICE ELEVAT ON VOMUM WATER LUMETOACCFT AC STORAGERPERTAi 6 RUNOFF CFS 129.93 337.86 117.65 11.64 11.28 0.42 I. CONSTRUCTION PROTECTIVE MEASURES. 10% EXCEEDANCE (io-YEAR) 42.31 1.59 N 7172_& 73 SWPPP SITE PLAN AND DETAILS ON SHEET(S) _ _, i% EXCEEDANCE (100-YEAR) 269.30 672.11 242.37 15.39 RESTRICTED RESERVE DETENTION BASIN - SOUTH 11. APPLICABILITY FOR PERMANENT FEATURES. DETENTION BASIN DRAINAGE AREA = 400 ACRES ELUMET AGE RATE ❑ EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL RAINFALL EVENT PRoenelurr PEAK PRE-DEVELOPEDRUNOFFCFS POST RUNOFF (CFS) PEAK OUTOfLQWASCFS SU FACE ELEVATON VOIN MAXIMUM WATER ACCFT ACSTORFT PER A ❑ EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL WHERE 285•00 1335.65 277.72 8.16 143.83 0.53 TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSED) IS LESS THAN 1 ACRE. 10% EXCEEDANCE (10-YEAR) 2900.64 - 478.80 13.23 224.30 0.62 ❑ �� EXEMPT GRAND FATHERED" BY AN EXISTING STORM SEWER, LINE. 1% EXCEEDANCE (100-YEAR) 50200 '-' _ ❑ "STORM WATER QUALITY MANAGEMENT PLAN" HAS BEEN/WILL BE INCLUDED IN A SEPARATE SUBMITTAL ENTITLED -------------------------------- 19 "STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWAMP SITE PLAN SHEET 7------------------- STORMWATER DRAINAGE DESIGN REPORT 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)-.--------------------------------- - ❑ HYDRODYNAMIC TYPE SEPERATOR MODEL: ------------------------- N OTHER(S): NET TECH G.P.I. LITTER CONTROL NET ON SHEETS 7, 11, 51-53 NOTES I - It REQUIRED ON ALL PROJECTS, ill IF NOT EXEMPT OR "GRANDFATHERED" 9, WHEEL CHAIR RAMPS / SIDEWALK WHEEL CHAIR RAMPS PROPOSED YES N NO ❑ SIDEWALKS PROPOSED YES N NO ❑ SEE SHEETS 19 & 24 NOTE: IF A MAJOR CATEGORY ON THIS SHEET IS NOT REQUIRED FOR THE PROJECT, "X" THROUGH THAT ENTIRE SECTION. CATEGORY (6) MUST BE COMPLETED. REPORT TITLE __HYDROLOGIC &HYDRAULIC ANALYSIS - PORT CROSSING DEVELOPMENT - REPORT DATE JUNE 2006 GOLDSTON_ENGINEERING INC - ----------- __._--_--_-- ENGINEERING FIRM '---= DATE OF ACKNOWLEDGEMENT BY HCFCD OR FLOODPLAIN ADMINISTRATOR_SL2912O06----- II. HCFCD STANDARD NOTES: SEE SHEET 2 OF THESE PLANS. 111. HCFCD STANDARD DETAILS: SEE SHEET 68-70 OF THESE PLANS. IV REFER TO PLAN SHE 7 FOR EXISTING AND PROPOSED RIGHT OF WAY DELINEATION AND COMPLETE RECORDING INFORMATION TO INCLUDE CLERK'S FILE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT, FEE STRIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.) NOS' 1, COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. 11. COMPLETE ONLY IF PROJECT HAS WITHIN 1T OR IS IMMEDIATELY -ADJACENT TO AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. III, COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFALL, BACKSLOPE INTERCEPTOR OR OTHER RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN, N. COMPLETE ROJECT HAS WITHIN OR GE CHANNEL OR IMMEDIATELY ONBASIN. TO IT AN EXISTING ORPROPOSED PUBCDRAINAGE 3 SITE DRAINAGE (OTHER THAN SUBDIVISION TYPE PROJECTS) I PROPOSED DRAINAGE AREA N NEW DEVELOPMENT AREA: 286.7 AC. ❑ RE -DEVELOPMENT AREA (AMOUNT INCREASED IMPERVIOUS AREA): II DETENTION VOLUME (DRY BASIN) III. OUTFACE OUTFALL TO ❑ ROADSIDE DITCH ❑ STORM SEWER N OTHER Taylor Bayou (HCFC Unit A104-00-00) STATIC W.S.E. @ OUTFACE IS 11.0_(t00�r_even�_4_6,5_(t0__yr ev_en0 ROADSIDE DITCH OUTFALL: ROAD FRONTAGE X 0.0088 =________(CFS) ALLOWABLE OUTFALL PROPOSED OUTFALL RATE: 478.80 (100 yr event) & 277.72 (10 yr event) ❑ STORM SEWER OUTFALL CAPACITY ALLOCATED TO TRACT FROM D. A. MAP: ------- (CFS) FROM DRAINAGE AREA MAP DATED: PREPARED BY: ACTUAL OUTFALL RATE: ------------------------- (CFS) IV. PUMPED DETENTION FACILITIES N/A VOLUME THAT GRAVITY FLOWS: ------------------------- ACRE FEET VOLUME THAT IS PUMPED: ___.________.._.___.-------------- ACRE FEET ENTRANCE VELOCITY INTO ROADSIDE DITCH OR STORM SEWER: PUMP SPECIFICATIONS AND OPERATING PLAN APPEAR ON SHEET V. FLOW RESTRICIOR SIZE OUTFALL PIPE SIZE: 6' X 7' BOX CULVERT RESTRICTOR PIPE SIZE: - VI ❑ PROPOSED STORM SEWER IS SUBMERGED NOTES: 1. REQUIRED FOR ALL PROJECTS OTHER THAN SUBDIVISION TYPE PROJECTS. DEVELOPMENT AREA INCLUES ALL AREA WHEE BUILDING,BUT WITHIN THE PROPERTY'S BOUNDARIES AMUST BE DELINEAT DOR GNGILAS A "NO WORK"OCCUR. AREASNOT AREANCLUDED ON THE DRAWINGS. It. - V. REQUIRED WHEN PROPOSED FACILITY WILL INCREASE THE AMOUNT OF RUNOFF INTO A COUNTY SDRAINAGE TRUCTURE DITCH, HAS CAPACITY IN SIDE DITCH THE OFULLYSTORM DEVEL DEVELOPED. CONDITION ANALYZED OF THE AREA IT THE EIEDRAINAGE SERVES. NO DETENTION IS REQUIRED. FLOOD PLAIN STATUS 4 WATER AND WASTEWATER I. TYPE OF SERVICE PROPOSED ® MUNICIPALITY: CITY OF LA PORTE ❑ MUNICIPAL UTILITY DISTRICT: ❑ OTHER DISTRICT: ❑ PRIVATE WATER AND WASTEWATER SYSTEMS ❑ PRIVATE WATER SYSTEM AND INDIVIDUAL OSSF ❑ INDIVIDUAL WATER WELL AND OSSF ❑ OTHER: ❑ NO UTILITIES ARE PROPOSED II. PROOF OF CAPACITY ❑ LETTER FROM CITY 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: AVERAGE DAILY FLOW ❑ OTHER: NOTES: I. COMPLETE FOR ALL PROJECTS it. COMPLETE FOR ALL PROJECTS. III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED I. GENERAL INFORMATION FIRM PANEL(S) FOR PROPERTY: 48201C0945J FIRM PANEL(S) DATE: Nov. 6, 1996 STATUS OF PROPERTY ON MAP ❑ LOCATED IN UNSHADED ZONE "X" El ENTIRELY LOCATED IN SHADED AND UNSHADED ZONE "X" N 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 N 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 N FEMA RM benchmark ❑ HARRIS- GALVESTON COASTAL SUBSIDENCE DISTRICT BENCHMARK (FOR COASTAL AREAS) ❑ OTHER DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND YEAR OF ADJUSTMENT_Rw Plain Refe�kPr N0._�WD295 located at the intersection of McCabe Road and Powell Road w/ published Elev. of 12 47 NAVD 88. 2001 ad'ustment it. FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION ❑ PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL AND IN ZONE "X" (SHADED OR UNSHADED) N PROPERTY LIES PARTIALLY BELOW THE BASE FLOOD LEVEL (MUST BE DELINEATED ON TOPOGRAPHIC SURVEY) III FLOODPLAIN STORAGE SUMMARY (APPLIES ONLY AS TO NEATEN O FIRM PANELED WITHIN A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.): i.e., BELOW ELEVATION 11.00 (19 88 ADJ.) 3.000 CUBIC YARDS B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM DELINEATED FLOODPLAIN: i.e., BELOW ELEVATION 11.00 (19 88 ADJ.) 365.000 CUBIC YARDS NOTES: I. COMPLETE FOR ALL PROJECTS it. COMPLETE ONLY IF PROJECT IS ADJACENT TO 100-YEAR FLOOD PLAIN IV. ❑LOMR REQUIRED V. VERIFIED BY: HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT EXPRESS REVIEW SHEET 5 DESCRIPTION OF PROPERTY ®NEW PLAT LOCATED IN THESE SURVEYS: W.P. Harris Survey A-30• J. Hunter Survey, A-35; G B McKinstry Survey, A-47 ❑ REPLAT OF RECORDED SUBDIVISION OR RESERVE KNOWN AS STATE HIGHWAY 146, WHARTON WEEMS, 3E ROAD_ III. JURISDICTIONS ❑ CITY OF HOUSTON ® CITY OF LA PORTE ❑ E1J, CITY OF ❑ UTILITY DISTRICT: ❑ OTHER: IV. HCAp ACCOUNT NOS. (ALL) 040-244-003-0003 040-244-003-0028 040-244-003-0004 040-278-001-0003 NOTES: I., III., IV., COMPLETE FOR ALL PROJECTS 11. COMPLETE ONLY IF PROJECT IS LOCATED ADJACENT TO A PUBLIC OR PRIVATE ROAD HCPI.D SIGNATURE BLOCK PROJECT KNOWN AS: PORT CROSSING DEVELOPMENT WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW: ENGINEERING DIVISION BY INTERPOSE NO OBJECTION DATE C - 9 r 20�6 H2O L PAVING ANO/OR DRAINAGE ON DATE pGI C BY /rCf BY AS TO LOCATION OF ITEMS IN COUNTY RIGHT OF WAY DATE CI , AS TO STORM WATER QUALITY pp�� ATE BY [RlL1 /"�Y HARRIS COUNTY FLOOD CONTROL DISTRICT INTERPOSE DATE L �-BY r% FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT-OF-WAY DATEBY FOR ITEMS LOCATEO WITHIN EXISTING HCFCD RIGHT-OF-WAY APPROVED: BY DATE FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATA AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VALID FOR A MAXIMUM. OF TWO YEARS. ENGINEER'S CERTIFICATION OF 1, I DONALD S. PEEBLES, P.E. A LICENSED PROFESSIONAL %SAP'" ". q.Ptto ENGINEER IN THE STATE OF TEXAS DO HEREBY CERTIFY THAT THE INFORMATION * tj PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. DUN9L1) s..PEE6I,SS .� THE COMPLETED PROJECT CONSISTS OF DRA IN ETS 1 THRU �1._ 'O 38946 t�;^F 'pfCtSTE?�° 09/06/06 NATURE DATE REVISIONS , DATE I SHEET NO. NO. APPLICANT NO. SHEET NUMBER A OF 81 10.0 MARK I DATE REVISIONS DESCRIPTION m 1006.37 1D0' ROW%,3...�• __ __�.,.vr o s/e•w 7'7 UNON PACIFICRAC�� ---------- 2 EBLUE FLASTI ENPRM SC aaBoinni�+xrl-o�E-w�v" P _ — CALLED 18.92835 AC WL 9 E, WG 85 DEW RECORDS ttU// ' F .. a xARRis wuxn. rags) ; I ,� O n . 0- Na P602356 —_—,_,_•-. 6. --' �a �� - Y mNCLWRRP h Ea1S7TNO POHEU ROAD •- - •�""'�� xaavuw EX571NO POKU ROAD .._ ._ (TO 8£ ABANDONED) L2 -- ---*..--'--"".. (TO BE ABANO[3YEDJ -...' ._ _... .... ...... .. - ..._ 4+; ii..". —•- agar..... _ .,.. , S03W35*E 107&OIY _. Z�? R 32 AC • --"" _ (2.010 AC) a 397,795 Sq Ft m AA You C/Ty xos�sw•w - / f (HEAVY INDUSTRIAL /NOUS7R/AL PARK _. .... .. .. .....—;� ]Y xma2 sz•w i RE'SERVE 9" {4tD4 ]9ass• (SEE N07E fOJ 65.77 AC ) wS i 2,864,959 Sq Ft ,y A�•Na42fR32 fi U j (HEAVY INDUSTRIAL) I \ I& p i NC�+'RRP / �9$ \ qp „ { CALLED f2.342 ACRES m „A / RAVE 'P' �u EXXON 41000IL CORACRES + o $ PORT CROS_VNO, ,SECIJLW 1 I EXXAV NOB/L ANrY u a ,p 0.2263 AC 6l I $ M K WDEENRNC N �y SPEC/AG WARRANTY £ `\\ \`\ Gp Iq O 9,856 S Ft tow et. uE. & :A / �. P. DEED CLERKS FILE g EANOBCME BVi£FR �I ��• as n I Na U496666 Om D l (U1ILITY PURPOSES) -- �S'1 --�-- WIN. BUFFER I NCOPRRD a, m m�� POHELL ROAD (LANDSCAPING) sa•DE uE& $ 9 yl 1D'VNOEGPE 64 �_-- _____ ----- ",",; '� (60 ROW) __ ---- - -i- --- ------ LVNBSGVE Buwm >; WiU6CAPE BUFEm �A� j_` _______________ _ __ __ _ 9��1 u 1'RE9FA0£ _ ___ ___ _ _ a I saxaet - - _ =-wow z1eo.TY __ _-- - _—_-_-- _ __ _. _ __� ---�- —� --- ___________ a] 2 p NMYW4*rW M0.H7t 9ss.a• __ _____ _ -� -#__ _ _ _ _____ NB] {r• _ -L— 5085+']1•N 9.)5 _ N_394Aa ND�Np3V0'a'N 319i05 O fie, ➢.5' UE� NOSDO'+0'1Y 803.9Y • VI (/( I JD, a9.98' 8 0.15 13�•� /1/ + S• VE J 7 9.5 x7 8 \ w UE u, BL _�_ _ 29 V P� , B �_Y.5' UE.1 •ly. , N61M'a•w P2ii10' �a 'I �-- IP \J 1.003 AC 43,688 q Ft (GENERAL COMMERCIAL) I I / I I RM �9.114t�RESERvE 1AC i I 13.93 AC 63ESSI Sq Ft I I -i (BUSINESS INDUSTRIAL) I f 60ESS I SQ Ft/ m I (BUSINESS INDUSTRIAL) / G �B�+ia Iu N�z N rLW.N, t Bag A F ' Bs I « I l Aop C/ EVE 2Z89 AC 997,168 S FL \ \AINAGE EASEn+F/NT) z / I G 1 2.035 ACRES (88,625 SQ Fp IS HEREBY FOR DEDICATED IGHT OF WAY PURPOSES MIR- 63.91 AC qq (BUSINESS IN USTRIAL) DO M8 op RN Ijl+ Z x Cr 4.511 AC (DRPJNAG EASEMENT) t __ ____________T. _ 1 15- SEED ME Eo'p 24.32 G \\� 1.059. T3884 Sq Ft (GENERAL COMMERCIAL i \\ & BUSINESS INDUSTRIAL) so eL x 0.9808 q Ft �py iaxoscAnE euFEm 42,725 (DRAINAGE EASEMENT)l__ 0' A —_ — 78 2 I O _—_ __1552-1 nEM 3.455 AC 150'Sq Ft (GENERAL COMMERCIAL .B, T gCFt EASEMENT) CALLED f3.0000 ACRES P/ER,S/DE INDUSTRIES INC. WARRANTY DEED N1aCOPRRO7f6P 83 015 7.343 AC 319,857 SW (DRAINAGE EANT) 1 __-__ _-_-__ H�w'a•w tnaa• / _ _ — ____ _-_-_- _ I 15 sstJ _-__ ts• s "' o-1 E 14.19 AC / 618.275 Sq Ft (GENERAL COMMERCIAL) (BUSINESS INDUSTRIAL) W BL & VxOSCAPE BVFTER I D CdIC M "' STA TE HIGHWA Y 146 (ROW VARIES, APPROX 342) Nam„lbo OF LA PORTE EY MARKER NO. 110 J- q Is FND DESIGN DATE DRAWN DATE CEEEEHECKED DATE APPROVED DATE SEAL AREA L — SEAL AREA OF rF �' It JASON ECKERT ti '+44% S�ONAL �a+�.. GRAPHIC SCALE (S): 0 300' 600' 'I "=300' e�~v GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS EXHIBIT MAP FINAL PLAT kDRWG. NO. A06019-01 SCALE 1 B SHEET 81 REV. SHOWN 0 NO. 1 GENERAL NOTES REVISIONS MARK DATE DESCRIPTION BY A 8-31-06 ADDED NO. 3 STANDARD HCFCD HGS A. PAYMENT NOTES: 1. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING AND PAYMENT OF ALL APPLICABLE PERMITS OR FEES. THIS IS SUBSIDIARY TO THE VARIOUS BID ITEMS AND NOT MEASURED FOR PAYMENT. THIS INCLUDES, BUT IS NOT LIMITED TO, OBTAINING AND PAYMENT OF A RIGHT-OF-WAY OCCUPANCY PERMIT FROM THE CITY'S TRAFFIC ENGINEERING DEPARTMENT. 2. TRENCHING, BEDDING AND BACKFILL WILL BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS AND WILL NOT BE MEASURED FOR PAYMENT. 3. EXCAVATION, COMPACTION, SUBGRADE PREPARATION, SELECT FILL, SITE GRADING, TOPSOIL, AND MISCELLANEOUS SITE WORK ASSOCIATED WITH BEDDING AND BACKFILL WITH UTILITIES NOT LISTED SEPARATELY WILL BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS AND NOT MEASURED FOR PAYMENT. 4. TEMPORARY FENCING AND TEMPORARY CULVERT TIE-INS ARE SUBSIDIARY TO THE VARIOUS BID ITEMS AND ARE NOT MEASURED FOR PAYMENT. 5. ANCHOR BOLTS, JOINT RESTRAINTS, METAL STRAPS, HYDROSTATIC PRESSURE TESTING AND STERILIZATION, NEOPRENE PADS, POLYETHYLENE SHEETING, MAGNETIC DETECTION TAPE, GALVANIZED STEEL PLATES, TELEVISING LINES AND CONCRETE THRUST BLOCKING ARE SUBSIDIARY TO THE PIPE BID ITEMS AND ARE NOT MEASURED FOR PAYMENT. 6. EXCAVATION, BACKFILL, TOP AND BOTTOM SLABS, RING AND COVERS, GRATES, ETC. FOR MANHOLES AND INLETS ARE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS AND ARE NOT MEASURED FOR PAYMENT. 7, REINFORCING STEEL, EXPANSION JOINTS, CONTRACTION JOINTS, ETC. FOR CONCRETE WILL BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS AND NOT MEASURED FOR PAYMENT. 8. ANY TEMPORARY ALL-WEATHER SURFACES FOR SIDEWALKS AND DRIVEWAYS SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS AND NOT MEASURED FOR PAYMENT. ALL WEATHER SURFACES INCLUDED BUT ARE NOT LIMITED TO CRUSHED CONCRETE OR CRUSHED LIMESTONE PAVEMENT. B. MISCELLANEOUS NOTES: 1. WARNING: THE CONSTRUCTION AREA CONTAINS ELECTRIC AND GAS LINES. CONDUITS MAY CONTAIN HIGH VOLTAGE ELECTRICAL WIRING. SOME ELECTRICAL WIRING MAY BE BURIED BELOW GROUND WITHOUT CONDUITS. THE CONTRACTOR SHALL EXERCISE CAUTION. 2. THE DRAWINGS SHOW AS MUCH INFORMATION AS CAN BE REASONABLY OBTAINED BY SURVEYS AND FROM CITY AND UTILITY RECORDS REGARDING THE LOCATION AND NATURE OF GAS LINES, STORM DRAINS, WATER LINES, SANITARY SEWER, ETC. HOWEVER, THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION IS NOT GUARANTEED. THE CONTRACTOR SHALL CONTACT DIG TESS (UTILITY LOCATORS) AT (800)344-8377 PRIOR TO CONSTRUCTION. 3. 48 HOURS PRIOR TO CONSTRUCTION, CONTRACTOR SHALL NOTIFY THE UTILITY COORDINATING COMMITTEE AT 713-223-4567. 4. CONTRACTOR SHALL NOTIFY CITY OF LA PORTE PUBLIC IMPROVEMENTS COORDINATOR AT 281-470-5065 TO HAVE AN INSPECTION. 5. THE CITY OF LA PORTE REQUIRES 48 HOURS NOTICE PRIOR TO COMMENCING WORK IN THE CITY'S R.O.W. AT 281-471-5020. 6. CONTACT THE CITY OF LA PORTE PUBLIC WORKS DEPARTMENT PRIOR TO MAKING TIE-INS TO EXISTING UTILITIES AT 281-471-5020. 7. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH BUSINESSES 48 HOURS PRIOR TO INTERRUPTING EXISTING SERVICES. 8. THE BIDDERS SHALL VISIT THE SITE OF THE WORK AND EXAMINE LOCAL CONDITIONS TO BE ENCOUNTERED, IMPROVEMENTS TO BE PROTECTED AND CONDUCT OTHER RESEARCH NECESSARY TO ASSURE THAT THEY UNDERSTAND THE PROJECT THOROUGHLY AND ARE FULLY AWARE OF ALL CONDITIONS AND CONSTRAINTS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF CONSTRUCTION. 9. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON PUBLIC RIGHT-OF-WAY DURING THE COURSE OF CONSTRUCTION WITHOUT PRIOR APPROVAL BY AND COORDINATION WITH THE CITY OF LA PORTE, Tx. ANY MATERIAL AND EQUIPMENT APPROVED BY THE ENGINEER FOR TEMPORARY PLACEMENT ALONG THE PUBLIC RIGHT-OF-WAY OR OUTSIDE THE EASEMENTS AREAS SHALL BE ADEQUATELY BARRICADED WITH TYPE II BARRICADES FOR EACH DIRECTION OF TRAVEL AND SHALL NOT BE PLACED WITHIN EIGHT FEET OF THE STREET PAVEMENT. 10. IN THE EVENT OF DAMAGE TO UNDERGROUND FACILITIES, WHETHER SHOWN OR NOT ON THE DRAWINGS, THE CONTRACTOR SHALL MAKE OR PAY FOR THE NECESSARY REPAIRS TO PLACE THE FACILITIES BACK IN SERVICE AT NO INCREASE IN THE CONTRACT PRICE. ALL SUCH REPAIRS SHALL CONFORM TO THE REQUIREMENTS OF THE COMPANY OR AGENCY OPERATING THE FACILITY. 11, DEMOLITION MATERIALS, INCLUDING EXCESS EXCAVATED SOIL, SHALL BECOME THE PROPERTY OF THE CONTRACTOR, REMOVED FROM THE SITE AND PROPERLY DISPOSED OF IN A LEGAL MANNER UNLESS OTHERWISE DIRECTED BY ENGINEER. VALVES AND MANHOLE LIDS WILL BECOME THE PROPERTY OF THE CITY (DELIVER TO THE CITY YARDS PER CITY PUBLIC WORK'S INSTRUCTIONS). 12. ANY ROADWAYS, SIDEWALKS OR OTHER ALL WEATHER SURFACES THAT ARE REMOVED DURING CONSTRUCTION SHALL BE REPLACED AS SOON AS POSSIBLE WITH CRUSHED STONE AND ASPHALT TOPPING AND MAINTAINED UNTIL THE PERMANENT REPAIRS ARE MADE. 13. ANY SUBSTITUTIONS FOR THE PRODUCTS AND MATERIALS LISTED IN THE DRAWINGS AND SPECIFICATIONS MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW AT LEAST 10 DAYS PRIOR TO BID OPENING. THE ENGINEER WILL NOT APPROVE SUBSTITUTIONS FOR THE PRODUCTS AND MATERIALS SPECIFIED AFTER BID OPENING. 14. FOLLOW ALL MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS WHEN INSTALLING MATERIALS UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 15. SURFACE RESTORATION AT THE END OF ALL CONSTRUCTION PROJECTS. THE CONTRACTOR SHALL RESTORE EXISTING FACILITIES (I.E. PROPERTY) EQUAL TO OR BETTER THAN EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. 16. THE LOADING AND UNLOADING OF ALL PIPE VALVES, HYDRANTS, MANHOLES AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL AT ALL TIMES BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR MATERIALS AND EQUIPMENT. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION 18. CONTRACTOR SHALL PROVIDE SHEETING, SHORING AND BRACING AS NECESSARY TO PROTECT WORKMEN AND EXISTING UTILITIES DURING ALL PHRASES OF CONSTRUCTION, AS PER O.S.H.A. REQUIREMENTS. 19. ALL TESTING PROCEDURES USED ON THIS PROJECT SHALL CONFORM TO THE CITY OF LA PORTS STANDARDS. IF ANY OF THE TEST RESULTS DO NOT MEET THE TESTING STANDARDS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE OR REPLACE SUCH MATERIAL SO THAT THE TESTING STANDARDS CAN BE MET. CONTINUATION OF MISC. NOTES 20. ALL FINISHING GRADES SHALL VARY UNIFORMLY BETWEEN FINISHED ELEVATIONS. 21. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO DETERMINE IF CONFLICTS EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE DESIGN ENGINEER AT ONCE OF ANY CONFLICT. 22. THE CONTRACTOR SHALL NOT UNLOAD ANY TRACK -TYPE CONSTRUCTION MACHINERY ON ANY EXISTING PAVEMENT OR CROSS OVER ANY EXISTING PAVEMENT OR CURB DURING ANY PROJECT. 23. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA SHOWS GROWTH OVER 95% OF THE HYDROMULCHED AREA (REFER TO SWPPP). 24. CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT (WHEN NEEDED) FROM THE CITY OF LA PORTS INSPECTION DEPARTMENT PRIOR TO CONSTRUCTION. ELECTRICIAN MUST BE LICENSED BY THE CITY OF LA PORTE. ELECTRICAL INSPECTIONS SHALL BE COORDINATED WITH THE INSPECTIONS DEPARTMENT. 25. BARRICADES SHALL BE WITH ORANGE FLASHING LIGHTS. C. CONCRETE NOTES: 1. ALL CAST -IN -PLACE REINFORCED CONCRETE ON THIS PROJECT SHALL BE STANDARD MIX WITH HARD ROCK AGGREGATE AND 4000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS. SUBMIT CONCRETE MIX DESIGNS TO THE ENGINEER FOR REVIEW FIVE (5) WORKING DAYS PRIOR TO CONSTRUCTION. NON -REINFORCED CONCRETE SHALL BE 3000 PSI MINIMUM. 2. ALL STEEL REINFORCING FOR CAST -IN -PLACE CONCRETE SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI. DEFORMED BARS SHALL MEET REQUIREMENTS OF ASTM A-615. 3. DOWELLED EXPANSION JOINTS ARE REQUIRED AT ALL CONCRETE JUNCTIONS. D. PIPING AND TRENCHING NOTES: 1. THE CONTRACTOR WILL BE REQUIRED TO PREPARE A TRENCH SAFETY PLAN MEETING OSHA REQUIREMENTS. TRENCH EXCAVATIONS SHALL NOT PRECEDE BACKFILL BY MORE THAN 200 LF. 2. UNLESS NOTED OTHERWISE, THE MATERIAL USED FOR WATER AND WASTEWATER PIPE BEDDING, HAUNCHING, AND INITIAL BACKFILL OF TRENCHES SHALL BE SAND. COMPACT MATERIAL IN 6" LIFTS. 3, IN PAVED AREAS THE WATER OR WASTEWATER LINE PIPE TRENCH FINAL BACKFILL SHALL BE CEMENT STABILIZED SAND, WITH 2 SACKS OF CEMENT PER CY OF SAND. E. MANHOLE NOTES: 1. MANHOLE COVERS SHALL BE HEAVY DUTY TYPE,. DESIGNED FOR H-20 TRUCK LOADING AND SHALL BE CAST WITH THE MARKINGS SHOWN ON SHEET 49. 2. THE CONTRACTOR SHALL ENSURE THAT THE SUBGRADE IS PROPERLY COMPACTED, AND BACKFILL IS PLACED PROPERLY, TO PREVENT THE MANHOLE FROM SHIFTING OR SETTLING DURING OR AFTER INSTALLATION. USE DEWATERING MEASURES AS NEEDED. 1. STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF LA PORTE STANDARD DETAILS. 2. ALL STORM SEWER 18" AND LARGER TO BE REINFORCED CONCRETE RUBBER GASKET PIPE, A.S.T.M. C-76 CLASS III, INCLUDING INLET LEADS CROSSING UNDER EXISTING OR PROPOSED PAVEMENT. 3. REINFORCED CONCRETE PIPE STORM SEWER SHALL BE INSTALLED, BEDDED AND BACKFILLED IN CONFORMITY WITH CITY OF LA PORTE STANDARD SHEETS. BACKFILL UNDER OR WITHIN 1' (ONE FOOT) OF EXISTING OR PROPOSED PAVEMENT WITH CEMENT STABILIZED SAND (2) SACKS PER CUBIC YARD MIX. ALL NORMALLY SUBMERGED STORM PIPE SHALL BE RUBBER GASKETED. 4. CONTRACTOR SHALL PROVIDE A MINIMUM OF 6" CLEARANCE AT STORM SEWER AND WATERLINE CROSSINGS, AND A MINIMUM OF 1 FOOT (12 INCHES) AT STORM SEWER AND SANITARY SEWER CROSSINGS. 5. ALL STORM SEWER MANHOLES SHALL BE CITY OF LA PORTE TYPE "C" UNLESS OTHERWISE NOTED AND SHALL BE LOCATED A MINIMUM OF S (THREE FOOT) BACK OF CURB. 6, ALL INLET TYPE TO BE CLEARLY NOTED AND GRATE TYPE INLETS SHALL BE EQUIPPED WITH CAST IRON GRATES. 7. CULVERTS TO BE LAID TO THE LINE AND GRADE SHOWN ON PLANS. 1. WATER MAINS SHALL BE CONSTRUCTED ACCORDING TO CITY OF LA PORTE STANDARD DETAIL SHEETS. 2. ALL FIRE HYDRANTS ARE TO BE LOCATED AS SHOWN ON PLANS AND SET 3' (THREE FEET) BEHIND BACK OF CURB OR AT APPROVED LOCATIONS. REQUIRED ASSEMBLY SHALL INCLUDE ONE LINE SIZE BY 6" TEE, ONE SIX INCH GATE VALVE AND BOX, ONE FIRE HYDRANT AND SIX INCH PIPING AND TIE BACKS. 3. ALL FIRE HYDRANTS AND VALVE BOXES ARE TO BE ADJUSTED TO FINISH GRADE AFTER PAVING IS COMPLETE. THE LOWEST HORIZONTAL FLANGE OF A FIRE HYDRANT SHALL NOT BE MORE THAN 6" ABOVE THE SURROUNDING NATURAL GROUND AT ANY POINT. 4- FIRE HYDRANT THREAD SIZE: PUMPER CONNECTION 4-492 SIZE = 4.492". CONTRACTOR TO INSTALL HYDROLOCK 4.5 BY HYDRO -SHIELD ON EACH FIRE HYDRANT HOSE CONNECTION. 5. ALL WATER MAINS TO HAVE MINIMUM OF 4' (FOUR FEET) COVER FROM PROPOSED TOP OF CURB WHEN CONSTRUCTED IN STREET RIGHT-OF-WAY AND 4' (FOUR FEET) COVER FROM FINISHED GRADE WHEN CONSTRUCTED WITHIN EASEMENTS. 6• CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' (TEN FEET) BETWEEN O.D. OF WATER MAINS AND SANITARY SEWER LINES. 7. ALL GATE VALVES TO BE COUNTERCLOCKWISE OPENING AND ALL FLUSHING VALVES TO BE COUNTERCLOCKWISE OPENING, VALVES TO BE LOCATED OPPOSITE PROPERTY LINE OR R.O.W. LINE EXTENDED UNLESS OTHERWISE SHOWN ON PLANS. AWWA GATE VALVES WITH RESILIENT SEATS SHALL BE INSTALLED. 8. WATER VALVES ON MAIN LINES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO EXTENDED PROPERTY LINE AND SHALL CONFORM TO AWWA C-500, OPEN LEFT, EQUIPPED WITH PENTAGONAL OPERATING NUT. 9. ALL VALVES AND HYDRANTS SHALL BE STORED SO THAT THEY ARE PROTECTED FROM FREEZING. ALL PIPE SHALL BE KEPT FREE OF DIRT AND OTHER DEBRIS. ANY DAMAGE RELATING TO THE COATING OF THE VARIOUS MATERIALS FOR SEWER AND WATER LINE MAINS SHALL BE REPAIRED. 10. NO CONNECTIONS SHALL BE MADE TO EXISTING WATER LINES UNTIL ALL PROPOSED WATER LINES HAVE BEEN THOROUGHLY CLEANED, TESTED, DISINFECTED AND APPROVED BY THE ENGINEER. 11. METAL WATER LINE FITTINGS TO BE WRAPPED WITH 6 MIL. POLYETHYLENE (MIN.) IN ACCORDANCE WITH ANSI/AWWA C 105 REQUIREMENTS. 12. USE MATERIALS IN ACCORDANCE WITH THE PUBLIC IMPROVEMENTS CRITERIA MANUAL (PICM). 13. FITTINGS AND VALVES SHALL BE EBAA IRON 2000 P FOR FITTINGS AND EBAA IRON SERIES 1500 FOR PIPE JOINTS OR APPROVED EQUAL. 14. WATERLINES 4 INCH THROUGH 12 INCH I.D. SHALL COMPLY WITH THE REQUIREMENTS OF AWWA STANDARD C-900 CLASS 150. 15. ALL CONCRETE THRUST BLOCKING SHALL BE PLACED TO FORM A SOLID CONNECTION BETWEEN FITTINGS, VALVES AND FIRE HYDRANTS AND UNDISTURBED EARTH. CONCRETE FOR THRUST BLOCKING SHALL HAVE A MINIMUM OF 3000 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS. 16. INSTALL CONCRETE BLOCK BENEATH FIRE HYDRANTS BEFORE PLACING CONCRETE THRUST BLOCKING TO INSURE THAT FIRE HYDRANTS ARE INSTALLED LEVEL. 17. GRAY IRON AND DUCTILE IRON FITTINGS SHALL CONFORM TO AWWA C-110 AND END JOINTS OF FITTINGS AND MAIN LINE VALVES SHALL CONFORM TO AWWA C-111 FOR RUBBER GASKETED JOINTS. GRAY IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED OR EPDXY COATED. AT EACH FITTING THERE SHALL BE EBAA IRON SERIES 1500 FORCE -RESTRAINT SLEEVES. 18. PRESSURE TEST OF WATER LINES 20" DIAMETER AND SMALLER SHALL BE AT 125 PSI FOR A MINIMUM DURATION OF 4 HOURS. PRESSURE TEST OF WATER LINES GREATER THAN 20" SHALL BE AT 150 PSI FOR A MINIMUM DURATION OF 8 HOURS. 19. PROVIDE "UNI-FLANGE" OR APPROVED EQUAL PIPE RESISTANT AND CASING SYSTEM ON UNDERGROUND PRESSURE PIPE SYSTEMS. WHERE NOTED ON THE PLANS. H. STANDARD HCFCD NOTES FOR CONSTRUCTION DRAWINGS 1. NOTIFY THE HARRIS COUNTY FLOOD CONTROL DISTRICT, PROPERTY MANAGEMENT DEPARTMENT IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. SUBMIT THE HCFCD 48 HOUR PRE -CONSTRUCTION NOTIFICATION FORM AND A COPY OF THE APPROVED CONSTRUCTION DRAWINGS TO HCFCD, 9900 NORTHWEST FREEWAY, HOUSTON, TEXAS 77092, ATTN: PROPERTY MANAGEMENT DEPT. 2. ENGINEER SHALL SUBMIT CERTIFICATION LETTER AND RECORD DRAWINGS TO THE HARRIS COUNTY FLOOD CONTROL DISTRICT, PROPERTY MANAGEMENT DEPARTMENT, REQUESTING INSPECTION OF ITEMS CONSTRUCTED IN HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY. PRIOR TO REQUESTING INSPECTION, THE DRAINAGE RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE STAKED AND FLAGGED. 3. PROTECT, MAINTAIN, AND RESTORE EXISTING BACKSLOPE DRAINAGE SYSTEMS. 4, BACKSLOPE SWALE AND INTERCEPTOR STRUCTURE ELEVATIONS AND LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. FINAL ELEVATIONS AND LOCATIONS SHALL BE FIELD VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 5. ESTABLISH TURF GRASS ON ALL DISTURBED AREAS WITHIN THE CHANNEL OR DETENTION RIGHT-OF-WAY, EXCEPT THE CHANNEL BOTTOM AND WHERE STRUCTURAL EROSION MEASURES ARE USED. MINIMUM ACCEPTANCE CRITERIA ARE 75% COVERAGE OF LIVE BERMUDA GRASS AND NO EROSION OR RILLS DEEPER THAN 4". 6. BACKFILL IN ACCORDANCE WITH THE HARRIS COUNTY FLOOD CONTROL DISTRICT STANDARD SPECIFICATION, SECTION 02315 - EXCAVATING AND BACKFILLING, OR EQUIVALENT. 7. EXCAVATE CHANNEL FLOWLINE TO DESIGN ELEVATION AS SHOWN ON PLANS AND DOWNSTREAM, AS NECESSARY, TO ENSURE NO WATER IN STORM SEWER DURING "DRY" CONDITIONS. 8. MAINTAIN FLOW IN CHANNEL DURING CONSTRUCTION AND RESTORE CHANNEL TO ORIGINAL CONDITION. 9. REMOVE ALL EXCAVATED MATERIAL FROM THE HARRIS COUNTY FLOOD CONTROL DISTRICT OR DRAINAGE RIGHT-OF-WAY. NO FILL IS TO BE PLACED WITHIN A DESIGNATED FLOOD PLAIN AREA WITHOUT FIRST OBTAINING A FILL PERMIT FROM THE APPROPRIATE JURISDICTIONAL AUTHORITY. 10. OBTAIN AND COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL PERMITS AND APPROVALS, WITH ASSISTANCE FROM ENGINEER, IF NECESSARY. DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA r DONALD S. PEEBLES ................................ Q • 38946 0 //�/� Dl JASON ECKERT _ew GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. LA PORTE, TEXAS GENERAL NOTES PROD. NO. A06019-O�scALE 2 S OF r 81 DRWG. NO. REV. 0 REVISIONS MARK -DATE DESCRIPTION BY 0 06/30/06 CONSTRUCTION PLANS (PRE -FINAL SUBMITTAL) DSP 1 7/24/06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP CONSTRUCTION PROJECT LAYOUT AND CONTROL THE DRAWINGS MAY DEPICT BUT NOT NECESSARILY INCLUDE: LINES, SLOPES, GRADES, SECTIONS, MEASUREMENTS, BENCH MARKS, BASELINES, ETC. THAT ARE NORMALLY REQUIRED TO CONSTRUCT A PROJECT OF THIS NATURE. MAJOR CONTROLS AND A MINIMUM TWO (2) BENCH MARKS REQUIRED FOR PROJECT LAYOUT, ARE AS SHOWN ON SHEET 9 OF 81. THE CONTRACTOR SHALL FURNISH ALL LINES, SLOPES AND MEASUREMENTS NECESSARY FOR CONTROL OF THE WORK. IF, DURING CONSTRUCTION, IT IS NECESSARY TO DISTURB OR DESTROY A CONTROL POINT OR BENCH MARK, THE CONTRACTOR SHALL PROVIDE THE CITY OR CONSULTANT PROJECT ENGINEER 48 HOUR NOTICE SO THAT ALTERNATE CONTROL POINTS CAN BE ESTABLISHED BY THE CITY OR CONSULTANT PROJECT ENGINEER AS NECESSARY, AT NO COST TO THE CONTRACTOR. CONTROL POINTS OR BENCH MARKS DAMAGED AS A RESULT OF THE CONTRACTOR'S NEGLIGENCE WILL BE RESTORED BY THE CITY OR CONSULTANT PROJECT ENGINEER AT THE EXPENSE OF THE CONTRACTOR. IF, FOR WHATEVER REASON, IT IS NECESSARY TO DEVIATE FROM PROPOSED LINE AND GRADE TO PROPERLY EXECUTE THE WORK, THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE CITY OR CONSULTANT PROJECT ENGINEER PRIOR TO DEVIATION. IF, IN THE OPINION OF THE CITY OR CONSULTANT PROJECT ENGINEER, THE REQUIRED DEVIATION WOULD NECESSITATE A REVISION TO THE DRAWINGS, THE CONTRACTOR SHALL PROVIDE SUPPORTING MEASUREMENTS AS REQUIRED FOR THE CITY OR CONSULTANT PROJECT ENGINEER TO REVISE THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING CERTIFICATION FOR DOCUMENTATION AND VERIFICATION OF COMPLIANCE WITH THE CONTRACT DOCUMENTS, PLANS AND SPECIFICATIONS. SAID COMPLIANCE CERTIFICATION SHALL BE PROVIDED AND PREPARED BY A THIRD PARTY INDEPENDENT REGISTERED PROFESSIONAL LAND SURVEY (R.P.L.S.) LICENSED IN THE STATE OF TEXAS RETAINED AND PAID BY THE CONTRACTOR. ANY DISCREPANCIES SHALL BE NOTED BY THE THIRD PARTY SURVEYOR AND CERTIFY COMPLIANCE TO ANY REGULATORY PERMITS. FOLLOWING IS THE MINIMUM SCHEDULE OF DOCUMENTATION REQUIRED: CONVEYANCE CHANNEL • FLOW LINE — BOTH SIDES OF CONCRETE CHANNEL ON A 200' INTERVAL; • INVERT ON CHANNEL — ON A 200' INTERVAL AND AT ALL CULVERT INTERSECTIONS; • TOP OF CHANNEL — ON 200' INTERVALS ON BOTH SIDES. DETENTION BASINS • LOCATIONS AND ELEVATIONS ALONG THE 12' MAINTENANCE ACCESS AT ALL PC's, PT's, AND AT 200' INTERVALS; • LOCATIONS AND ELEVATIONS ALONG THE WATER'S EDGE OF THE 10' MAINTENANCE SHELF AT ALL PC's, PT's AND AT 200' INTERVALS. STORMWATER • ALL RIM/INVERT ELEVATIONS AT MANHOLES; • ALL INTERSECTING LINES IN MANHOLES; • CASING ELEVATIONS (TOP OF PIPE AND FLOW LINE) (TxDOT AND RR PERMITS); • LOCATIONS OF ALL PIPE BENDS; • ALL CULVERT INVERTS BOTH ENTERING AND EXISTING. CONCRETE NOTES: 1. ALL BOX CULVERTS SHALL CONFORM TO TxDOT STANDARDS AS PROVIDED IN THE PLANS. 2. CONCRETE CHANNEL BOTTOM SHALL BE PLACED ON UNDISTURBED SOIL OR COMPACTED SUBGRADE OF 95% STANDARD PROCTOR DENSITY. 3. RIP RAP SHALL CONFORM TO THE CITY OF LA PORTE TECHNICAL SPECIFICATIONS. 4. CONCRETE CHANNEL BOTTOM SHALL HAVE EXPANSION JOINTS AT MAXIMUM SPACING OF 40' C—C WITH CONSTRUCTION JOINTS AT 20' C—C. GENERAL ABBREVIATION IND_♦ ABBREVIATION• BC CONIC CSC CY E EA EG EL EST EXIST FL GEI GTR HCFCD HGL INV IR LF MIN N NG OC OSHA PC PROP PSI PT RCP ROW S SBC SS SH STA TBM TC TCH TYP WL WSE INDICATES VIEW DIRECTION LETTER INDICATES SECTION OR ELEVATION IDENTIFICATION NUMBER INDICATES A DETAIL IDENTIFICATION 1 4 4 DRAWING NUMBER DRAWING NUMBER 1 ¢ WHERE SECTION OR WHERE SECTION OR ELEVATION IS TAKEN ELEVATION IS DRAWN SECTION OR ELEVATION DETAIL TYPICAL SECTION ELEVATION AND DETAIL SYMBOLS BACK OF CURB CENTERLINE CONCRETE COTTON SURVEYING COMPANY CUBIC YARD EASTING EACH EXISTING GROUND ELEVATION ESTIMATED EXISTING FLOW LINE GOLDSTON ENGINEERING, INC. GUTTER HARRIS COUNTY FLOOD CONTROL DISTRICT HYDRAULIC GRADE LINE INVERT IRON ROD LINEAR FEET MINIMUM NORTHING NATURAL GROUND ON CENTER OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION POINT OF CURVE PROPOSED POUNDS PER SQUARE INCH POINT OF TANGENT REINFORCED CONCRETE PIPE RIGHT OF WAY SLOPE SINGLE BOXCULVERT SANITARY SEWER STATE HIGHWAY STATION TEMPORARY BENCH MARK TOP OF CURB TOP OF CHANNEL TYPICAL WATERLINE WATER SURFACE ELEVATION LETTER INDICATES SECTION OR ELEVATION VIEW A SECTION ¢ SCALE: NUMBER INDICATES DETAIL VIEW 4 DETAIL 3 SCALE: 1,2 4 \ ADDITIONAL DRAWING REFERENCES TYPICAL TITLE SYMBOLS — — — CENTERLINE CONCRETE POST INLET O SANITARY SEWER MANHOLE PROPERTY LINE RIGHT—OF—WAY LINE A] BENCHMARK/ CONTROL POINT PROVIDED BY CSC O SPOT COORDINATES (N,E PROVIDED) 2.61 SPOT ELEVATION -----WL----- WATERLINE — — — — — SS — — — — — SANITARY SEWER LINE HYDRAULIC GRADE LINE SIDE SLOPE KO� MAINTENANCE ACCESS RIPRAP GRASS—CRETE CLAY LINER EXISTING LEGEND ... ..__ ._.. .�_ ._. 13 _.. ..... .. PROPERTY LINE RIGHT—OF—WAY LINE WATERLINE SANITARY SEWER LINE CONTOUR LINE EXISTING NATURAL GROUND EXISTING PAVING DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA OF. DONALD S. PEE ES ....................... ... /V-4'" GOLDSTON ENGINEERING INC. CORPUS CHRISP HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS GENERAL NOTES AND ABBREVIATIONS LNO.BO19-01 SCALE o2AS E T $,� REV. SHOWN DRWG. NO. SANITARY SEWER SYSTEM CONSTRUCTION NOTES: 1. FINISHED ELEVATION ON SANITARY SEWER MANHOLE RIMS SHALL BE 6" ABOVE FINISHED GRADE WITHIN UTILITY EASEMENTS OR STREET RIGHT-OF-WAY. CLEAN FILL SHALL -BE ADDED AND SLOPED FROM MANHOLE RIM. 2. CONTRACTOR SHALL MARK LOCATION OF AND MAINTAIN RECORDS OF STUB.STACKS, AND END OF SERVICE LEAD LOCATIONS, WITH WIRE LOOPS AND 2" P.V.C. PIPE. 3. WATERLINES AND SANITARY SEWER LINES SHALL BE INSTALLED IN SEPARATE TRENCHES. 4. PVC PIPE (POLYVINYL CHLORIDE) SHALL BE IN ACCORDANCE WITH ASTM D3034, SDR 35 WHERE BACKFILL DEPTH IS LESS THAN 12' (TWELVE FEET), AND SDR 26 WHERE DEPTH IS GREATER THAN OR EQUAL TO 12' (TWELVE FEET). 5. ALL PVC PIPE (ALL TYPES AND SDR/DR WALL THICKNESS TO BE USED) SHALL HAVE RUBBER GASKET EQUIPPED BELL AND SPIGOT JOINTS CONFORMED TO ASTM D-3213, THE GASKET MATERIAL SHALL CONFORM TO ASTM F-477, SOLVENT WELDED JOINTS WILL NOT BE APPROVED FOR CITY SEWER LINES. 6. SANITARY SEWER MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF LA PORTE DESIGN STANDARDS. CONTRACTOR TO FURNISH TEST PLUGS AND RISERS (NO SEPARATE PAY). ALL SEWER LINES TO BE AIR TESTED IN ACCORDANCE WITH THE CONTRACT AND DESIGN SPECIFICATIONS. 7. MAINTAIN 12" MINIMUM CLEARANCE BETWEEN ALL STORM SEWERS, AND CULVERTS UNLESS OTHERWISE APPROVED. 8. WATER LINE/SANITARY MANHOLE AND SANITARY SEWER SEPARATION, UNLESS SANITARY SEWER MANHOLES AND THE CONNECTION SEWER CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE. MUST BE INSTALLED SO AS TO PROVIDE MINIMUM OF 10' (TEN FEET) OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED WATER LINE. WHERE THE 10' (TEN FOOT) SEPARATION DISTANCE CANNOT BE ACHIEVED, FOLLOW GUIDELINES FOUND IN CHAPTER 4 OF PICM SPECIAL PROCEDURES. 9. BEDDING FOR ALL TYPES OF SANITARY SEWER PIPE SHALL BE CLASS "AA" AT ALL DEPTHS (NO SEPARATE PAY). 10. FOR ALL PVC PIPE, USE MANHOLE WATER STOP GASKET AND CLAMP ASSEMBLY AT MANHOLE CONNECTIONS (NO SEPARATE PAY). 11. SANITARY SEWER MANHOLES SHALL BE STANDARD TYPE, UNLESS OTHERWISE NOTED, AND BACKFILLED WITH CEMENT STABILIZED SAND AS SPECIFIED (NO SEPARATE PAY). ALL SANITARY MANHOLES SHALL BE AT LEAST 1' (ONE FOOT) ABOVE THE 100 YEAR BASE FLOOD ELEVATION OR SEALED AND VENTED TO AT LEAST 1' (ONE FOOT) ABOVE THE 100 YEAR BASE FLOOD ELEVATION, SECTIONS FOR PRECAST MANHOLES SHALL BE JOINED WITH RUBBER GASKET JOINTS. "RAMNEK" OR SIMILAR WILL NOT BE APPROVED. THE USE OF SEALED MANHOLE COVERS IS PERMITTED IN THE 100-YEAR FLOOD PLAIN. COAT ENTIRE INTERIOR OF MANHOLE W/ COPPER SUPER BLACK PROTECTIVE COATING, MIN. OFT OF 25 MILS. 12. ALL PRECAST CONCRETE MANHOLES SHALL HAVE THE TOP 18" CONSTRUCTED OF STEEL OR PRECAST PCC RINGS, SEALED INSIDE AND OUTSIDE. 13. SANITARY SEWER LINE IN PIPE ZONE INSIDE LOT EASEMENT SHALL BE BACKFILLED WITH CEMENT STABILIZED SAND (NO SEPARATE PAY). 14. IF WET SAND IS ENCOUNTERED IN THE FIELD, USE SPECIAL BEDDING (NO SEPARATE PAY). 15. USE WHITE PIPE FOR ALL FORCE MAINS. 16. PROVIDE EBAA OR APPROVED EQUAL PIPE RESTRAINT ON UNDERGROUND PRESSURE PIPE SYSTEMS. 17. IF STAKES ARE LEFT IN THE GROUND AT THE LEADS AFTER CONSTRUCTION OF UTILITIES, THEN AN EFFORT WILL BE MADE TO PRESERVE THEM DURING PAVING CONSTRUCTION. HOWEVER, IF THESE STAKES ARE KNOCKED OUT FOR ANY REASON, THE UTILITY CONTRACTOR REMAINS RESPONSIBLE FOR LOCATING AND MARKING THE FACILITIES AS DESCRIBED BELOW. A. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AS -BUILT RED LINES AND FLOW LINE ELEVATIONS OF ALL SERVICE CONNECTIONS AND SHALL BE PLACED ON AS BUILT PLANS AT THE COMPLETION OF THIS JOB. B. THE UTILITY CONTRACTOR IS RESPONSIBLE FOR LOCATING AND MARKING ALL STACKS AND FAR SIDE LEADS AFTER THE PAVING IN THIS SECTION IS COMPLETE. A 1/4 INCH DEEP NOTCH SHALL BE CUT IN THE CURB AND PAINTED WITH A WHITE LINE ADJACENT TO THE LEAD. C. ALL SEWERS IN THE PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST REVISION OF THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY "RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS," CITY OF LA PORTE, STANDARD DETAIL SHEETS AND THE LATEST REVISIONS AND/OR AMENDMENTS OF SAME SHALL BE OBSERVED. D. ALL SANITARY SEWER MANHOLES TO BE CITY OF LA PORTE STANDARD MANHOLE FOR SANITARY SEWER CONSTRUCTION UNLESS OTHERWISE NOTED AND SHALL BE LOCATED A MINIMUM OF 3' BACK OF CURB. E. EACH SEWER LEAD, WYE AND STACK SHALL BE MARKED WITH A RISER, SEALED AT THE END WITH A GLUED CAP, AT THE TIME OF CONSTRUCTION. IT WILL BEGIN AT THE FLOW LINE OF THE STUB AND EXTEND 2' (TWO FEET) ABOVE FINISHED GRADE. IT SHALL BE LABELED (SIZE) SEWER LEAD AND BE MAINTAINED PLUMB AND IN GOOD CONDITION THROUGHOUT THE REMAINDER OF THE PROJECT, AND SHALL BE PAINTED WHITE. 18. FOR DETAIL OF SANITARY SEWER CROSSING AT WATER LINE, SEE CHAPTER 3 OF PICM. 19.ALL SANITARY SEWER MANHOLE COVERS MUST INCLUDE ONLY THE WORDS "SANITARY SEWER" AND THE EMBLEM OF THE CITY OF LA PORTE. ALL SANITARY SEWER LEADS SHALL EXTEND TO THE R.O.W. LINE. 20. MANHOLES SHALL BE EQUIPPED WITH INFILTRATION INSERTS. 21. UPON PROJECT COMPLETION THE SANITARY SEWER LINES SHALL BE VIDEOTAPED AND A COPY FORWARD TO THE CITY. CONSTRUCTION NOTES: 1. ALTERNATIVE TO CEMENT STABALIZED SAND BACKFILL FOR PIPES FIFTY-FOUR (54) INCH AND LARGER, FROM 1-FOOT ABOVE THE TOP OF THE PIPE TO THE BOTTOM OF THE SUBGRADE. CONTRACTOR MAY BACKFILL WITH SUITABLE MATERIAL, PROVIDED THE BACKFILL MATERIAL IS PLACED IN EIGHT (8) INCH LIFTS AND MECHANICALLY COMPACTED TO NINETY-FIVE (95)% STANDARD PROCTOR DENSITY. TESTS SHALL BE TAKEN AT ONE HUNDRED (100) FOOT INTERVALS ON EACH LIFT, BEDDING AND BACKFILL TO ONE (1) FOOT ABOVE THE TOP OF THE PIPE SHALL BE CEMENT-STABALIZED SAND. 2. THE CONTRACTOR(S) SHALL NOTIFY HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT -ENGINEERING DIVISION -PERMIT OFFICE TWENTY-FOUR (24) HOURS IN ADVANCE OF COMMENCING UTILITY AND/OR PAVING CONSTRUCTION AT (713) (316-3565) AND WRITTEN NOTIFICATION FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION AT 9900 NORTHWEST FREEWAY, SUITE 103, HOUSTON, TX 77092-8615. 3. GUIDELINES SET FORTH IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" SHALL BE OBSERVED. 4. OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITIES AND/OR CULVERTS WITHIN HARRIS COUNTY ROAD OF RIGHTS -OF -WAY. 5. "AS PER FIRM PANEL NO 48201CO- 945J DATED NOV, 6. 1996. THIS TRACT IS PARTIALLY WITHIN THE 100-YEAR FLOOD PLAIN, AND THE NEAREST APPLICABLE 100 YEAR FLOOD PLAIN ELEVATION IS 11.0' NAD29 DATUM." REVISIONS 11 MARK DATE DESCRIPTION BY DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA OF T£ga P•(E,OF_... ...........................:.... DONALD S. PEEwS a�'DG JASON ECKERT qi2. ado � eLaw GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. LA PORTE, TEXAS ENERAL NOTES & ABBREVIATION PROD. N0. A06019-01 I SCALE DRWG. NO. 3 SOFT 81 GENERAL ABBREVIATION INDEX GENERAL ABBREVIATION INDEX GENERAL ABBREVIATION INDEX ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION Ac ACRES HCFCD HARRIS COUNTY FLOOD CONTROL DISTRICT SBC SINGLE BOX CULVERT B&D BEARING AND DISTANCE HGL HYDRAULIC GRADE LINE SF SQUARE FEET BC BACK OF CURB HOR HORIZONTAL SH STATE HIGHWAY BL BUILDING LINE INV INVERT SHT SHEET BOV BLOW OFF VALVE IR IRON ROD SS SANITARY SEWER cfs CUBIC FEET PER SECOND LF LINEAR FEET STA STATION CJ CONSTRUCTION JOINT LT OFFSET LEFT OF STATION LINE STM STORM CONC CONCRETE MH MANHOLE SWR SEWER CSC COTTON SURVEYING COMPANY MIN MINIMUM TB TOP OF BANK CY CUBIC YARD N NORTHING TBM TEMPORARY BENCH MARK CENTERLINE NG NATURAL GROUND TC TOP OF CURB DE DRAINAGE EASEMENT OC ON CENTER TCH TOP OF CHANNEL E EASTING OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION TCJ TRANSVERSE CONTRACTION JOINT EA EACH PC POINT OF CURVE TYP TYPICAL EG EXISTING GROUND PGL PROPOSED GUTTER LINE UE UTILITY EASEMENT EL ELEVATION PI POINT OF INTERSECTION VC VERTICAL CURVE EST ESTIMATED PROP PROPOSED VER VERTICAL EXIST EXISTING PSI POUNDS PER SQUARE INCH VPC VERTICAL POINT OF CURVATURE FH FIRE HYDRANT PT POINT OF TANGENT VPI VERTICAL POINT OF INTERSECTION FL FLOW LINE PVC POLYVINYLCHLORIDE WL WATERLINE FV FLUSHING VALVE PVI POINT OF VERTICAL INTERSECTION WSE WATER SURFACE ELEVATION GEI GOLDSTON ENGINEERING, INC. RCA REINFORCED CONCRETE ARCH PIPE GTR GUTTER RCP REINFORCED CONCRETE PIPE GV GATE VALVE RDWY ROADWAYROWRIGHT OF WAY HB HIGH BANK RT OFFSET RIGHT OF STATION LINE S SLOPE SAN SANITARY LEGEND EXISTING GRATE INLET ® EXISTING SANITARY SEWER MANHOLE ® EXISTING SANITARY SEWER CLEANOUT EXISTING POWER POLE EXISTING SANITARY SEWER EXISTING PVC WATER EXITING VALVE µ TEE EXIST. FIRE HYDRANT PROPERTY LINE -- RIGHT—OF—WAY LINE EXISTING EASEMENT -5.0— CONTOUR LINE o o o — CHAIN LINK FENCE — WOOD FENCE x x — BARB WIRE FENCE -- — EXISTING FLOWLINE OF DITCH LEGEND TREE/BRUSH LIMITS —__ EXISTING UNDERGROUND WATER LINE EXISTING UNDERGROUND SANITARY SEWER LINE — — -- — — — — — — — — EXISTING FORCE MAIN LINE --—_—_—_—_ UNDERGROUND STORM DRAIN PIPE — — — — UT — — — — — UNDERGROUND TELEPHONE LINE — — — —OH I — — — — — OVERHEAD TELEPHONE LINE — -- —---0HE---- — -- — — OVERHEAD ELECTRIC LINE - — -- -- UGE- - --- - - UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE FolPROPOSED GRATE INLET CENTERLINE ALIGNMENT PROPOSED CONCRETE PROPOSED PLUG IXX.X FINISH S TOP OF PAVEMENT) GRADE ® SHEET FLOW DIRECTION 0 PROPOSED SANITARY SEWER MANHOLE O PROPOSED SANITARY SEWER CLEANOUT REVISIONS MARK DATE DESCRIPTION LEGEN CENTERLINE CONCRETE ❑ POST INLET Q SANITARY SEWER MANHOLE -- PROPERTY LINE RIGHT—OF—WAY LINE El BENCHMARK/CONTROL POINT PROVIDED BY CSC OSPOT COORDINATES (N,E PROVIDED) — WL — — — WATERLINE — — _SS — — — SANITARY SEWER LINE — — — 13 — — — CONTOUR LINE HYDRAULIC GRADE LINE MAINTENANCE ACCESS EASEMENT RIPRAP GRASS—CRETE LEGEND — — PROPOSED PVC SANITARY SEWER DESIGN DATE PVC WATER DRAWN DATE CHECKED DATE ►! VALVE APPROVED DATE FTC TEE SEAL AREA SEAL AREA FIRE HYDRANT PEE OF............... v�: '.gal d*;' '*►►i PROPOSED PROPERTY LINE i....:.............................I DONALD S. PEEBLES JASON ECKERT I........................ -- PROPOSED RIGHT—OF—WAY LINE � �'.. 38946 :0 0 -p : s4993 — ' PROPOSED SAFETY END TREATMENT a es ►►► �``�:n:.6�� PROPOSED EASEMENT PROPOSED CONCRETE CURB PROPOSED CONCRETE CURB & GUTTER OO PROPOSED CURB INLET — PROPOSED CENTERLINE OF STREET PROPOSED FLOWLINE OF DITCH PROPOSED UNDERGROUND WATER LINE PROPOSED UNDERGROUND SANITARY SEWER LINE — — — — — — — — — — — PROPOSED FORCE MAIN LINE PROPOSED UNDERGROUND STORM DRAIN PIPE 004 PROPOSED MANHOLE NAME GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS ABBREVIATIONS & LEGEND PROD. NO. A06019-01 SCALE 3A SHEET 81 REV. DRAG. NO. OF REVISIONS MARK DATE DESCRIPTION I1-MIIIIIIII m CCU STq TF (R y�G 5' PACIFIC RAILROAD000 ' ROW) SOUTHERN BUILDING FOOTPRINT NATURAL GROUND SECTION TYPICAL FILL DETAIL (TYP.) STATE 141GHWAY 146 (ROW VARIES, APPROX 342') APPROXIMATE CUT AND FILL TABLE CUT 567,000 CY FILL REQUIRED FOR BUILDING SLAB 349,000 CY FILL REQUIRED FOR STREETS 27,000 CY FILL REQUIRED FOR PARKING LOT *CY * REMAINING FILL TO BE PLACED ON -SITE AS DIRECTED BY ENGINEER FLOOD PLAIN CUT AND FILL TABLE REMOVED FROM THE FIRM DELINEATED FLOODPLAIN 90,000 CY PLACED WITHIN THE FIRM DELINEATED FLOODPLAIN 3,000 CY - — - -------- uj w w cn rn w F- Ii SEE DETENTION BASIN - DETAIL SHEET FOR SIDE SLOPE DIMENSIONS AND DEPTH OF CUT LEGEND AREA TO BE CUT AND FILLED AREA TO BE CUT LIMITS OF FEMA FLOOD ZONE CONTRACTOR SHALL PERFORM CUT AND FILL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY BRAESWOOD ENGINEERING, INC. DATED JULY 5, 2006. DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA It Q JASON ECKERT 94993 11 11 per•, �� E�;•��. q�2f.�0(o 0 300, 600, e�~ww GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS OVERALL CUT/FILL MASS DIRT PLACEMENT SCHEDULE PROD. NO. A06019-01 SCALE 4 SHEET REV. DP 81 0 DRWG. NO. 1 n=300' MARK I DATE �o REVISIONS DESCRIPTION [� SHEET 201 SHEET 21 30' EXXON 1 \, PIPELINE CALLED 5,000 ACRES \\` EASEMENT I I EXXON MOBILE CORP. j SPECIAL WARRANTY 1 DEED CLERK'S FILE NO. U496686 ` 12" WATER I LHCOPIRD --------------------- 4 I 6' i PROPOSED I POWELL FUTURE 12" ►WATER ROAD (60' ROW) i m " 25' B.L. 1 1 FUTURE 12" I WATER EXISTING r r 100' HARRIS i ! 5' U.E. COUNTY FLOOD CONTROL i Ci DISTRICT EASEMENT I \ ' r `\ FUTURE 12"'WATER r r —50' B.L., LAND P r ` �\ BUFFER r ' r r r ` STQT� NiC z 1 wI \ j ml \ EXIST SOUTHERN PACIFIC RAILROAD (100' ROW) PAC ) SHEET 22 ,o -12" WATER ciz -/ ---------- - - -- -- --12" WATER--- i 5' U.E. (I (+ I , Itl I �tl �11�1 II it11 II I� !I Ittl t I 5' U.E. I,� ltr, to ii Itt 111� 12" WATER I I ------------ -fw IIIImo'` ---' sit tt d1'I t ' <_ -- Of EXIST. 16" WATER' 100' WIDE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY (VOL. 946, PG. 86, DEED RECORDS OF HARRIS COUNTY, TEXAS PROPERTY LINE SHEET 17 12" WATER 50' B.L., L BUFFER & _ _ _- _- �— 7.5' U.E. PROPOSED 100' ROW B.L. POWELL ROAD 5' U.E. PROPOSED 100' ROW WHARTON WEEMS BLVD /— 50' B.L., LANDSCAPE BUFFER � 5' U.E. / 12" WATER SEE SHEET 35A FOR WATERLINE CROSSING PROPERTY LINE J I z� I SHEET 18 SHEET .19 = I SHEET 19A ' 9 � J. HUNTER SURVEY � 9 � ABSTRACT 35 L CITY OF LA P RTE, I oo I I HARRIS COUN , TEXAS v 100' .L., LANDSCAPEjj I'D I I I PE BUFF R & U.E. I jr w 50' EXXON woo PIPELINE 1 --- -- ------------- m EASEMENT - = _------ _-- =-=------_ - - _ _- -----_ -- � ---- _ - ----_ = _ - -- _-------------------------1----- -- =- =-- - --- = - = 1 =_ -_ �_ ------ ---- --=--------------------- -- ----- - - - -- ---- --------------------------------� r 12" WATER N j CONNECT TO EXISTING 8" PROPERTY LINE 7.5' U.E. w ; I 12" WATER WATER LINE I I EXISTING 8" WL 25' B.L. CALLED 13.0000 ACRES 25' B L PIERSIDE INDUSTRIES INC. 5' U.E. WARRANTY DEED 1 i i CLERK'S FILE N0. G716283 li ij I HCOPRRP j I / PROP. EXPORT DR. I -I I I i (60' ROW) 5' U.E. i' 11 I � M li I ii — — Iw1 t ik* ilkI 1+1 25' B.L. 5' U.E. t=n i j I i I tt 13THH 9F REEF 25' B.L.-- II Ii it --- -- -- III{ -- -- �I — - - - - - - - --------------------- ---- — — 25' B.8" WATER r- 5' U.E. i it FUTURE 12" WATER LINE II I' I' . I , --------------------------' r50' B.L., LANDSCAPE I i / BUFFER II L/ 'L---- ------------------'i STATE HIGHWAY 146 (ROW VARIES, APPROX 342') Ir FUTURE 12" WATER ;I I' ------------------------- ---------------- I' DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA tp� ` OF. TF % X. 5 .. �" of 1 G c� .: • ..95, °° i ♦ ....:..............................I ' DON ALD S. PEEBLES ✓ JASON ECKERT /............. ............... ......� s D' 38946 '�i 3 0`:— 94993 ::�� S<!CENSFID J" e10 ca GRAPHIC SCALE (S): O 300' Boo, GOLDSTON ENGINEERING INC. CORPUS CHRIST/ HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS OVERALL WATER PLAN PROD. N0. A06019-01 SCALE 5 SHEET REV. OF 81 O DRWG. NO. 1 n=300' REVISIONS MARK DATE DESCRIPTION BY 30' EXXON PIPELINE CALLED 5,000 ACRES I EASEMENT EXXON MOBILE CORP. { SPECIAL WARRANTY { 8" DEED CLERK'S FILE I LA {N0. U496686 \ \ . HCOPRRD PROPOSED POWELL 8" SAN. ROAD (60' ROW) 100' WIDE ESMT HCFCD UNIT A104-00-00 II TAYLOR BAYOU —� I \ I � I B.L., LAND P \BUFFER Spq N' lT. (ROB RAY ram ~ 0 w m U U c EXIST SOUTHERN PACIFIC RAILROAD (100' ROW) LIFT STATION SWR. SEE SHEETS 41 & — — — — — — — — — — — — — — — 25' B.L. & U.E. I5' U.E. I I I 8" SAN. SWR. I LATERAL i 8" SAN. SWR. LATERAL 8" SAN. SWR.— LATERAL 100' WIDE SOUTHERN PACIFIC RAILROAD RIGHT—OF—WAY (VOL. 946, PG. 86, DEED RECORDS OF HARRIS COUNTY, TEXAS PROPERTY LINE � I �0 i a Za I W O O V) O .* i 0>-o I 7 d o00 I 12" SAN. SWR. I Ire" 50' B.L., LANDSC P ( cn z � „ / BUFFER & U.E. _ w,m� 8 SAN.-SWR: / I LATERAL _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------------------{-- - �-7.5' U.E. PROPOSED 100' ROW B.L. POWELL ROAD �-- 25' B.L. I PROPOSED 100' ROW WHARTON WEEMS BLVD 12" SAN, SWR. I � 5' U.E. 8" SAN. 6" FORCEMAIN 50' B.L., LANDSCAPE BUFFER 12" SAN. SWR. L5' U.E. �f I PROPERTY LINE I 7.5' U.E. I 25' B.L. I I I I I i II I 5' U.E. I� II III 8" SAN. SWR I� LATERAL LINE J. HUNTER SURVEY ABSTRACT 35 CITY OF LA PORTE, HARRIS COUNTY, TEXAS I 50' EXXON PIPELINE " SAN. SWR. JLA EASEMENT TERAL ------------- EXIST 12" SAN. SWR F`-8'" SAN. SWR I I— PROPERTY LINE CONSTRUCT SAN. SWR. MH ON EXIST. 12" SAN. SWR. CALLED 13.0000 ACRES TO TIE—IN PROPOSED PIERSIDE INDUSTRIES INC. SYSTEM TO EXIST. WARRANTY DEED CLERK'S FILE NO. G716283 HCOPRRP PROP. EXPORT DR. (60' ROW) 25' B.L. 5' U.E. w w Ir 5' U.E. flu) 13TH STREET 25' B.L. � �I — I I I �-8" SAN. SWR. I I II I I i 50' B.L., LANDSCAPE II 25' B.L. � fI I BUFFER �5' U.E. STATE HIGHWAY 146 (ROW VARIES, APPROX 342') __7 ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATED AT THE INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 ADJUSTED. ACCORDING TO MAP NO. 48201CO945J OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR HARRIS COUNTY, DATED NOVEMBER 6, 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" DEFINED AS SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY .LEVEES FROM 100-YEAR FLOOD. NOTE: IF THE LIFT STATION IS NOT OPERATIONAL AT THE TIME FRONTIER IS READY FOR OCCUPATION, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PUMPING TRUCK TO EMPTY LIFT STATION. DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL A� o.��..aeaaaa m SAP..Of TFgs,,+ r ��PCEOFrf��s4, /. ........................•.....I JASON ECKERT G DONALD S. PEEBLES �__..__....__......_....___.. _.._.._.._./ aq' 38946 �� e#�:, 9499.3 .;�.>44 GRAPHIC SCALE <S): O 300' 600' 1 "-300' =26~ GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS OVERALL SANITARY SEWER PROD. NO. A06019-01 "SCALE ' 6 SHOE 81 REV. 1 =300 DRWG. N0. 0 REVISIONS MARK DATE DESCRIPTION BY I A 18-29-061 ADDED SWQMP NOTE HGS 100' WIDE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY (VOL. 946, PC. 86, DEED RECORDS OF HARRIS COUNTY, TEXAS PROPERTY LINE SHEET 19A . J. HUNTER SU ul Y;U: ^DaMACl oj wI =U3 - CITY OF LA PC RTE. I t ( I o HARRIS COUNTY. TEXAS 0' B.L., LANDSC4PE wwz BUFFER & U.E. I w 0 ci 50 XXON DUAL 48" RC /-48" JCP 0 'p XX' z PIP WH 18" RCP oc m E: EAS MENT /T ---------- ---- ---------- --- - --- ---- ----------- -------- - - =37 f, 0= — 4 78'—R — — — — — — - :�=� — — — )74" RC It -24" RCP 24" RCP C14 7.5 U.E. w 24!' RCP —PROPERTY LINE 25' B.L. PROPOSED 100' ROW w 100' WIDE 7.5' I.I.E. POWELL ROAD ESMT HCF I 5' U.E. UNIT Al 04� )0_00 5' U.E. 1 5' I.I.E. rn CALLED 13.0000 ACRES I PIERSIDE INDUSTRIES INC. 25' B.L. WARRANTY DEED TAYLOR BAY07U��lj/ EXIST SOUTHERN PACIFIC RAILROAD (100' ROW) SHEET 20 SHEET 21 SHEET 22 30' EXXON Ira PIPELINE F-f CALLED 5,000 ACRES EASEMENT EXXON MOBILE CORP. SPECIAL WARRANTY DEED CLERK'S FILE W' RCP DUAL 48" RCP NO. U496686 HCOPRRD ;t j W- —F —7 — — — — — — — — — ---- l%-Z � PROPOSED POWELL LL 24" R m C 724" RCP < 24" RCP ROAD (60' ROW) 36" RCP 11 LAND 50' B.L., P BUFFER Ow 5q < 10 I Ld STORM WATER QUALITY FEATURE -NET TECH G.P.I. NET (SEE DETAIL ON SHEET 53). SHEET 17 m SHEET 18 SHEET 19 �< OO F1' I Woo III CLERK'S FILE NO. G716283 II I PROPOSED 100' ROW HCOPRRP II WHARTON WEEMS BLVD 5' U.E. 5' U.E. j PROP. EXPORT DR. F(60' ROW) TED 1 42" RCP ✓E 11 II 25 B.L.25' B.L. III iTON RESTRICTED RESERVE Of RESTRICTED I "' L' I I- LI ""'Z'V':' U.E.II OF PROPOSED RESERVE 13TH STF G ti 5' �F N AS. A F OR (3) 12' X 6' BOXES I PL T 0 P I DUAL 48" R ING SEE SHT 8 12' X 4' BOX CULVERT DETENTION I x RCP DAC no� y F_ 24" RCP in IN 18" Rcp--14, 11 91 CONVEYANCE CHANNEL 25' B.L. 5' X 4' BOX 5 U.E.—{I fl24" RCP SEE SHT 8 CULVERT l- 50' B.L. & 50- B.L., LANDSCAPE II 5' U E. JLANDSCAPE BUFFER BUFFER 5' U.E. ----- 25' B.L.---I L I ---------- ------- — — — — — — — — — -- — — — — —_— — — — — — — — ----- — -- PROPERTY LINE STATE HIGHWAY 146 (ROW VARIES, APPROX 342') ------------ — — — — — — — — — — — — IN ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATED AT THE INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 ADJUSTED. ACCORDING TO MAP NO. 48201CO945J OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR HARRIS COUNTY, DATED NOVEMBER 6, 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" DEFINED AS SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. NOTE: UPON COMPLETION OF CONSTRUCTION, THE PERMANENT STORM WATER QUALITY 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 BUILT CERTIFICATE" AND CALLING 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 COMPLETED. THE DEVELOPMENT IS NOT APPROVED FOR OPERATION UNTIL A CERTIFICATE OF COMPLIANCE HAS BEEN ISSUED. DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA :�01E �lkjl 4440 . .....O...F ..e� ♦ ... . ........... 4,9, *or ......................... DONALD S. PEEB 00 .............. ..... JASON ECKERT 38946 94993 'p, /CEN lot .............. G� j" t� IONAL GRAPHIC SCALE CS): 0 300, 600, 1-3001 GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS OVERALL STORM SEWER & SWQMP SITE PLAN PROJ, No. A0601 9-01 SCALE 7 SHEET 81 REV. OF DRWG. NO. 1 $1 =300' 0 REVISIONS MARK DATE DESCRIPTION BY 0 06/30/06 CONSTRUCTION PLANS (PRE —FINAL SUBMITTAL) DSP 1 7/24/06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP Restricted Reserve Detention Basin South Project Name: Port Crossing Development Detention Basin Drainage Area 400.02 acres Detention Basin Development Area 272.67 acres Detention Storage Rate 0.82 acre-feet/acre Detention Storage Required 197.65 acre-feet Detention Storage Provided 224.30 acre-feet (bank full capacity) 10% 4% 1% (10-yr) (25-yr) (100-yr) Design Water Surface Elevation 8.16 10.86 13.23 Maximum Allowable Outflow (cfs) 285.00 400.00 502.00 Maximum Outflow Provided (cfs) 277.72 294.95 478.80 N 7 .. _......._ SOUTHERN PACIFIC RAILROAD (ROW) ------------ 'VM -Z- Restricted Reserve Detention Basin North Project Name: Port Crossing Development Detention Basin Drainage Area 118.65 acres Detention Basin Development Area 29.49 acres Detention Storage Rate 1.59 acre-feet/acre Detention Storage Required 47.00 acre-feet Detention Storage Provided 47.71 acre-feet (bank full capacity) 10% 4% 1% (10•yr) (25-yr) (100-yr) Design Water Surface Elevation 11.84 13.07 15.39 Maximum Allowable Outflow (cfs) 129.93 178.39 269.30 Maximum Outflow Provided (cfs) 117.65 170.49 242.37 GRAPHIC BID SET y "-300. O 3 SCALE0,Soo ' DESIGN ' DATE , DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA OF. TFxgs��l :...................:... DONALD S. PEEBLES ................................ .. 38946 _0 r- GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS OVERALL DETENTION BASIN AND CONVEYANCE CHANNEL LAYOUT A06019-01 SCALE SHEET REV. OS PROJ. NO. OF 81 SHOWN 1 DRWG. N0. DETENTION BASIN AND CONVEYANCE CHANNEL SPOT COORDINATES POINT DESCRIPTION NORTHING EASTING ADDITIONAL NOTES 01 DETENTION BASIN — SOUTH 99,927.08 28,999.65 PC AT OUTER EDGE OF MAINTENANCE ACCESS U2 DETENTION BASIN — SOUTH 99,915,54 28,831.94 PC AT OUTER EDGE OF MAINTENANCE ACCESS �3 DETENTION BASIN — SOUTH 100,007.03 28,763.52 PC AT OUTER EDGE OF MAINTENANCE ACCESS ODETENTION BASIN — SOUTH 100,849.06 29,073.82 ROW INTERSECTION OF MAINTENANCE ACCESS ODETENTION BASIN — SOUTH 100,982.72 28,189.99 PC AT OUTER EDGE OF MAINTENANCE ACCESS t�6 DETENTION BASIN — SOUTH 101,046.34 28,132.25 PC AT OUTER EDGE OF MAINTENANCE ACCESS OWEST POWELL ROAD OUTFALL 101,252.45 28,021.06 STA 1+45(E) AT CE OF WEST POWELL ROAD OUTFALL OWEST POWELL ROAD OUTFALL 101,260.64 28,165.56 STA 0+00(E) AT CL OF WEST POWELL ROAD OUTFALL ODETENTION BASIN — SOUTH 101,355.02 28,115.85 PC AT OUTER EDGE OF MAINTENANCE ACCESS 10 DETENTION BASIN — SOUTH 101,426.63 28,184.47 PC AT OUTER EDGE OF MAINTENANCE ACCESS 11 CONVEYANCE CHANNEL 101,357.77 29,272.44 STA 0+00 AT �_ OF CONVEYANCE CHANNEL 12 OF ROW @ WHARTON WEEMS 101,998.56 29,238.61 STA 6+41.68 AT OF CONVEYANCE CHANNEL 13 OF ROW @ EXPORT DRIVE 104,694.34 29,096.27 STA 33+41.22 AT OF CONVEYANCE CHANNEL 3 2 � . 191 26 I � i RESTRICTED RESERVE DETENTION BASIN SOUTH DETENTION BASIN AND CONVEYANCE CHANNEL SPOT COORDINATES POINT DESCRIPTION NORTHING EASTING ADDITIONAL NOTES 14 CONVEYANCE CHANNEL 105,536.45 29,051.81 STA 41+84.50 AT � OF CONVEYANCE CHANNEL 15 DETENTION BASIN — NORTH 105,595.06 29,038.97 ( OF NORTH OUTFALL STRUCTURE INLET 16 DETENTION BASIN — NORTH 105,541.36 28,712.64 PC AT OUTER EDGE OF MAINTENANCE ACCESS 17 DETENTION BASIN — NORTH 105,588.67 28,660.01 PC AT OUTER EDGE OF MAINTENANCE ACCESS 18 DETENTION BASIN — NORTH 106,227.53 28262.44 PC AT OUTER EDGE OF MAINTENANCE ACCESS 19 DETENTION BASIN — NORTH 106,280.09 28,673.67 PC AT OUTER EDGE OF MAINTENANCE ACCESS 20 DETENTION BASIN — NORTH 106,298.03 29,005.43 PC AT OUTER EDGE OF MAINTENANCE ACCESS 21 DETENTION BASIN — NORTH 106,250.73 29,058.06 PC AT OUTER EDGE OF MAINTENANCE ACCESS 22 DETENTION BASIN — SOUTH 101,413.35 29,444.66 PC AT OUTER EDGE OF MAINTENANCE ACCESS 23 DETENTION BASIN — SOUTH 101,329.71 29,510,05 PC AT OUTER EDGE OF MAINTENANCE ACCESS 24 DETENTION BASIN — SOUTH 100,994.72 29,344.84 OF SOUTH OUTFALL STRUCTURE OUTLET 25 DETENTION BASIN — SOUTH 100,981.93 29,429.39 OF SOUTH OUTFALL STRUCTURE INLET 26 DETENTION BASIN — SOUTH 99,971.19 29,058.71 PC AT OUTER EDGE OF MAINTENANCE ACCESS REVISIONS MARK DATE DESCRIPTION BY 0 06/30/06 CONSTRUCTION PLANS (PRE —FINAL SUBMITTAL) DSP 1 7/24/06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP SPOT COORDINATES=50.00 4v ry 1 YI ,s (TYPICAL THIS BASIN) � 17 18 16 Q)1 r r f � DESIGN DATE DRAWN DATE 12 13 CHECKED DATE CONVEYANCE APPROVED DATE CHANNEL 13th r�`��y%'7t5}itr.`1`I�ufl."STREET (ROW) SEAL AREA SEAL AREA ,, `, i�t�, y�iU iy'a i�a wig.+ ...( x.a 9�y• s i •OF T�III, az s; 20 /. *o:......22 DONALD Bt RESTRICTED RESERVE S PE"EBL // 25 DETENTION BASIN NORTH �e 38946 /21( Ill FS? 1 T BENCHMARK / CONTROL POINT DATA POINT DESCRIPTION NORTHING EASTING ELEVATION AI TBM #6 (IR W/CAP IN CONCRETE) 99,789.15 29,075.98 10.73 ❑B HCFC DISC A 104 BM01 100,977.20 29,442.80 13,03 m TBM #4 (IR W/CAP IN CONCRETE) TBM #3 (IR W/CAP IN CONCRETE) TBM #2 (IR W/CAP IN CONCRETE) 102,155,24 103,578,17 104,997.30 29,731.61 29,661,85 29,598.10 10.74 12.45 13,04 NOTES: 1. ALL BENCHMARK/CONTROL POINT DATA PROVIDED BY COTTON SURVEYING COMPANY (CSC). 2. HORIZONTAL DATUM IS BASED ON A LOCAL SITE COORDINATE SYSTEM (SURFACE COORDINATES). 3. VERTICAL DATUM IS BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88). STATE HIGHWAY 146 (ROW) GRAPHIC SCALE (S): 0 300, 600' 1 "-300' -e6~ GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS DRAINAGE LAYOUT AND SURVEY CONTROL PROD. NO. A06019-01 SCALE 09 SHEET $.� REV. 1 DRWG. N0. SHOWN I REVISIONS I MARK DATE DESCRIPTION BY LEGEND: H AL 7 //////////////////////////////////////////////////////// r.� •i . i ...A-15.� ;i� �.ANALysis OFFSITE 23.54 Ac DRAINAGE BOUNDARY OFFSITE DRAINAGE AREA � Y ;;•!111.76 Acr //� //////////%///%%,.� : ,.,.;,: ,. :,.;:,,;;,;,:; ,: ;%:;:.: >: ;;..•,..:: ;:.. ,:.. ,.: >::. PROPOSED • .. 01 ,__j 12.0' MAINTENANCE ACCESS DRAINAGE AREA BOUNDARY NORTH RESERVE DETENTION SERVICE AREA (118.65 Ac) WEST POWELL ROAD SEVICE AREA (57.47 Ac) CONVEYANCE CHANNEL SYSTEM SERVICE AREA (153.78 Ac) SOUTH RESERVE DETENTION SERVICE AREA IMMEDIATE IMPACT (70.12 Ac)* PROPOSED ROADSIDE DITCH PROPOSED BUILDING FOOTPRINT OFFSITE DRAINAGE AREA A-11 TOTAL AREA = 111.76 Ac. DESIGNED FULLY DEVELOPED = 7.6 Ac. (A-11 —A) POWELL ROAD DESIGNED AS UNDEVELOPED = 104.06 Ac. (ON —SITE DETENTION REQUIRED) * SOUTH RESERVE DETENTION BASIN TOTAL IMPACT (WEST POWELL ROAD, CONVEYANCE CHANNEL, & SOUTH RESERVE DETENTION SERVICE AREA IMMEDIATE IMPACT) = 281.37 Ac STATE HIGHWAY 146 (352.77' PUBLIC ROW) _2�w PORT CROSSING GOLDSTON ENGINEERING, INC. DEVELOPMENT CORPUS CHRISTI HOUSTON LA PORTE, TEXAS DESIGN SLW DRAWN ABG O 300' 600' 1 CHECKED DSP 1 "=600' APPROVED WJG DATE 06-06-2006 DRAINAGE AREA AND ANALYSIS DATE 06-06-2006 BOUNDARY EXHIBIT DATE 06-06-2006 PROD. NO. A06019-01 SCALE 9A SHEET 0EET 81 REV DATE 06-06-2006 DRWG. N0. SHOWN REVISIONS MARK DATE DESCRIPTION BY 0 06/30/06 CONSTRUCTION PLANS (PRE -FINAL SUBMITTAL) DSP 1 7/24/06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP SOUTHERN PACIFIC RAILROAD (ROW) I � 1 4 i 1 STORM DRAIN ALIGNMENT --------------------- _.. _.._ _ _ -WEST POWELL ROAD (ROW)—._. ---- -- -- --- -- i'------- ------ -- -- 4 Q RESTRICTED RESERVE'1'1�z J; 1 DETENTION BASIN SOUTH -ttf ly hfI I I I RESTRICTED RESERVE i p 2 DETENTION BASIN NORTH Ir014 r� IfE� th.) n<��i�ly r l 1 I �5� �, ,. �i, .Syr ✓I �I l iii _• .., r ,,. . �.rl...rs_..::' ,n 1=�r..r�_,.+i z:r.�...,� -1.1 .,��.� I 1 � CONVEYANCE CHANNEL i v�Y., 6 STATE HIGHWAY 146 (ROW) SEQUENCE OF WORK — DRAINAGE M BEGIN SOUTH DETENTION OUTFALL STRUCTURE AND WORK ON SOUTHERN DETENTION BASIN Q2 CONVEYANCE CHANNEL CONSTRUCTION FROM STA 0+00 TO NORTH DETENTION BASIN Q HYDROMULCH - SOUTH DETENTION BASIN ® WEST POWELL STORM DRAINAGE FROM OUTFALL AT SOUTHERN DETENTION BASIN TO SOUTHERN AND NORTHERN ENDS -STA 0+00(E) TO STA 1 +31(E) -STA 1 +45(E) JUNCTION BOX = STA 6+78 -POWELL ROAD STA 6+78 TO STA 27+43 -POWELL ROAD STA 6+78 TO STA 0+00 r5 NORTH DETENTION BASIN EXCAVATION © WHARTON WEEMS BLVD CROSSING STRUCTURE Q7 EXPORT DRIVE CROSSING STRUCTURE ® NORTH DETENTION BASIN OUTFALL STRUCTURE 09 CONCRETE BOTTOM OF CONVEYANCE CHANNEL 10 OVERFLOW AREA ON SOUTH DETENTION BASIN 11 RIP RAP - CROSSING STRUCTURES 12 OVERFLOW AREA ON NORTH DETENTION BASIN 13 RIP RAP - OUTFALL STRUCTURES 14 HYDROMULCH - NORTH DETENTION BASIN AND CONVEYANCE CHANNEL 13th _STREET (ROW) - - - - I GRAPHIC SCALE S): O 300' 600' DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA SAP � OF. rfXgs, ....... I .............:... DONALD S. PEEBLES ..............................A..II GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS DRAINAGE SEQUENCE OF WORK PROD. NO. A06019-01 SCALE DRWG. N0. SHOWN 10 SHEET 8 OF 1 REV. 1 EXIST NATURAL GROUND EL 11.0 - f 00 y i Ipl LIMITS OF ROW ; j I n6 EXIST NATURAL GROUND - EL 11.0 en N u�umr.ler.Inr ennrcc' I _ G'S'Glgy. 0 SOUTH DETENTION OUTFALL AND EMERGENCY OVERFLOW TECH G.P.I. --NETJDETAIL ON `SHEE 3,000 CY FILL WITHIN FLOOD PLAIN '10�z-a POWELL ROAD (ROW) DETENTION BASIN TO BE MAINTAINED BY CITY OF LA PORTE i I I I EXISTING 100' DRAINAGE EASEMENT I HCFCD UNIT A104-00-00 TAYLOR BAYOU CF NO. R244521 HCOPRRP � I 1 I I 'i I I i I I A lip i 1 52 i I 'I I r I. NOTE: SEE SHEET 9 FOR ALL PC, PT, AND PI COORDINATES. GRAPHIC SCALE (S): O 50' 100' 200, 1"®100' REVISIONS MARK DATE DESCRIPTION BY 0 06/30/06 CONSTRUCTION PLANS (PRE -FINAL SUBMITTAL) DSP 1 7/24/06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP 2 8/16/06 DIMENSION CORRECTION DSP DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA �E.OF .rfrgs��0 *. DONALD......SPEEDL ......... ............. . 38946 F1 =ew GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS RESTRICTED RESERVE DETENTION BASIN SOUTH PLAN PROD, NO. A06019-01 SCALE .� SHEET REV. OF $� DRWG. N0. SHOWN DETENTION BASIN TO BE �I MAINTAINED BY CITY OF LA PORTE 12.0' MAINTENANCE ACCESS EXPORT DRIVE CROSSING STRUCTURE NORTH DETENTION OUTFALL 2 AND EMERGENCY OVERFLOW / --—--------- 42 -5 i CONVEYANCE CHANNEL 3:1 SIDE SLOPE. LIMITS OF 12 53 CONVEYANCE CHANNEL ROW TYPICAL PAVED CHANNEL BOTTOM STORM WATER QUALITY FEATURE — NET TECH G.P.I. NET (DETAIL ON SHEET 53) I I i i. C i i , 105 I L.F. 42" RCP , OUTFALL = 2.0 NO3'01'39"W 740' R 31 SIDE SLOPE __._- - ._I N h 78.38' i i I LIMITS OF ROW I, I . STATE HIGHWAY 146 (ROW) 3:1 SIDE 12.0' MAINTENANCE ACCESS 740' F DITCH t = 12.8 clq 13th STREET (ROW) ra o t7 Lo OD z NOTE: SEE SHEET 9 FOR ALL PC, PT, AND PI COORDINATES. GRAPHIC SCALE (S): O 50' 1 00' 200' 1 "@ 1 00' REVISIONS MARK DATE DESCRIPTION BY 0 06/30/06 CONSTRUCTION PLANS (PRE -FINAL SUBMITTAL) DSP 1 7/24/06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP 2 8/16/06 DIMENSION CORRECTION DSP DESIGN DATE DRAWN DATE CHECKEDL DATE APPROVED DATE SEAL AREA SEAL AREA GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS [RESTRICTED RESERVE DETENTION BASIN NORTH PLAN OD. N0. AOGO 9-01 SCALE 2=HEETREV. DRWG. NO. SHOWN �v REVISIONS MARK DATE DESCRIPTION BY 0 06/30/06 CONSTRUCTION PLANS (PRE -FINAL SUBMITTAL) ABG 1 JULY 06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP m 13.04 -� GTR I 13.12 GTR 12'88 GTR 12.21 GTR 12.5( GTR 11 11.6E GTR . I 'EXISTING 100' DRAINAGE EASEMENT HCFCD UNIT A104-00-00 TAYLOR BAYOU CF NO. R244521 HCOPRRP LEGEND x PROPOSED SPOT ELEVATION x GTR PROPOSED SPOT ELEVATION (GUTTER) x TCH PROPOSED SPOT ELEVATION (TOP OF CHANNEL) x TC PROPOSED SPOT ELEVATION (TOP OF CURB) Ox PROPOSED SPOT ELEVATION (AT GRATE INLET) x BC EXISTING SPOT ELEVATION (BACK OF CURB) x NG EXISTING SPOT ELEVATION (NATURAL GROUND) �. SURFACE FLOW DIRECTION 14.22 STREET 15.40 r 14.20 TTCH FF=1 DETENTION BASIN TO BE MAINTAINED BY CITY OF LA PORTE GRAPHIC SCALE (S): O 100' 200' 400' 1 --200' DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA S�ptE OF W111ll order ) �x01111DR 9 Z�-oL . -e�~w GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS OVERALL GRADING PLAN PROJ. NO. A06019-01 DRWG. NO. SCALE 13 SHEET 81 SHOWN OF I REVISIONS MARK DATE DESCRIPTION BY 0 06/30/06 CONSTRUCTION PLANS (PRE -FINAL SUBMITTAL) DSP 1 JULY 06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP 16.60 x W 0 N o FF=19.20 FRONTIER 14.60 ' STREET 15.60 15.88 14.86 STREET W STREET 16.80 17.00 16.00 1&B15 --1.6.86 GTR_ .. - -. GTI -- - GTR--. SOUTHERN PACIFIC R.R. (100' ROW) FF=18.60 PROPOSED BLDG A-5 I i X4i.60 x 14.60 0 b� 13.30 15.77 = ' g 0 14.02 STREET o ! 16.49 STREET ti 13�0 - 14.50 - --- 14,00 17.00 W ----x--- -- _ --x I 16. 0 l 16 00 x 1 .35 x 8.20 x x > -> 17.80x _ .. ---a 18.80� o , <t d 18.40 x x 14.40 14.;Fl x 14.10 14.1ro x 14.90 13.50 M14.30 17.90 17.80C 4.80 b 14.80 17.60 18.00 .00 d : �� , ° ' TC o� ' Npj o a O O O 113.10 ! 13.70 14.30 13.70 i 13.40 14.00 13.40 M Fxl 14.30 ' - 4.20 14.00 .- .,TC W m! 0 o FF=18.30 0 �r O O M Mo FF=18.00 O 0 i I I =PROPOSED h 3.50 ri ; 14.30 BUILDING 14.30 r 14.00 PROPOSED BUILDING 14.00 V) x I 14.40 NO. B4 14.40 b\ 14.10 NO. B5 14.10 ox ox ox ox O W O I-. N O C5 N 13.10 ( 13.70 p � 13.40 W x� x0 14.30 13.70 a W I 14.00 13.40 - Z 00 14.30 14.0 TC 14.00 T I titM o b� �I I�pT ~ <[ 13.70 I4.30 14.50 17.90 14.50 0 15.00 TC 14.10 RESTRICTED . RESERVE ' - xo 14.50 16.30I 14.101,14.00 XE( DETEh}TION 13th STREET 17.90 17.50 1 5 20, BASIN NpRTH ' --- -1 1 14.80 14.84 TC TCH i i FF=16.00 FF=16.00 FF=16.20 j PROPOSED BUILDING NO. C4 FUTURE RETAIL SITE i PROPOSED BUILDING NO. C5 i 13.05 �� .80x �� x T. .60x BC 12.67 12.48 gC 50__ PROPOSEO,-__.NDSOAPE--.BUFFER �....-------- -- ---_BC_ - 13.26 12.93 12.88 12.57 NG NG . NG NG r STATE HIGHWAY 146 (352.77' PUBLIC ROW) FF=16.40 i z-jm i GRAPHIC SCALE (S): O 100' 200' 400' LEGEND x PROPOSED SPOT ELEVATION x GTR PROPOSED SPOT ELEVATION (GUTTER) x TCH PROPOSED SPOT ELEVATION (TOP OF CHANNEL) x TC PROPOSED SPOT ELEVATION (TOP OF CURB) 9 PROPOSED SPOT ELEVATION (AT GRATE INLET) x BC EXISTING SPOT ELEVATION (BACK OF CURB) x NG EXISTING SPOT ELEVATION (NATURAL GROUND) > SURFACE FLOW DIRECTION DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA 5�p(� OF TFgslll DONALD S. PEEBLES plmms:' . /ha -eL GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS OVERALL GRADING PLAN PROD. NO. A06019-01 SCALE 14 s of r 81 REV SHOWN 1 lDRWG. NO. MARK I DATE REVISIONS DESCRIPTION 0m PROP. ROW 20'-0" STORM SEWER VARIES INLET (0.10% MIN) STORM SEWER MANHOLE 100'-0" HARRIS COUNTY ROW [WHARTON-WEEMS BLVD. & POWELL ROAD (STA 25+28.88 TO STA 59+50.00)] 60'-0" HARRIS COUNTY ROW [POWELL ROAD (STA 1+00.00 TO STA 25+28.88) & EXPORI 36'-0" 24'-0" 3-12' LANES 2-12' LANES FOR FUTURE EXPANSION PGL 2' WHARTON-WEEMS BLVD. AND POWELL ROAD 18'-0" PGL (EXPORT DRIVE) (WHARTON-WEEMS BLVD/ POWELL ROAD) RAISED PVMNT. MARKERS 10" PCC PAVEMENT PVMNT. STRIPING EXISTING GROUND' AND STRIPING (TYP) 3" (TYP) _._. -` 2,00% '....- ... .. ,.. a ... . . c �'•..:'. .:: ..... .. .. .. .: .. .; ., ,. ,.. •.' ., _--�T�`�V7.,Aim?�`>>i".�i�`i?�%T�i��,`: NBAR o. 5 BARS No. 36'5 O.C. S \ /_ 1.,...,,..h.. ::. <✓ s> .c 18.25" O.C. LONGITUDINAL 8" LIVE -STABILIZED SUBGRADE KEYED JOINT (TYP) UNIFORMLY COMPACTED TO 95% - STANDARD PROCTOR DENSITY ®. t3% OPTIMUM MOISTURE CONTENT POWELL ROAD, WHARTON-WEEMS BLVD., AND EXPORT DRIVE SCALE: N.T.S. STA 15+44.11 TO 21 +24.36 WHARTON-WEEMS BLVD. STA 29+43.16 TO 59+50.00 POWELL ROAD STA 34+73.87 TO 50+97.89 EXPORT DRIVE 100'-0" HARRIS COUNTY ROW PROP. ROW VARIES* 20'-0" (116'-3" TO 0-0") 12'-0" 12'-0" VARIES VARIES If (14'-9" TO 0'-0") (12'-0" TO 0'-0") 6° 10" PCC PAVEMENT �-RAISED PVMNT. MARKERS RAAND STRIPING M(•R P>RS - AND STRIPING (TYP) 6" BARRIER CURB VARIES ---- \ VARIES VAR._ DES 3.10% MIN -_-_ ----2_.0.0% _-- _ 2.00% .a- a. .`.. .p. ........:. No. 5 BARS No. 5 BARS kl-8" 0118.25" O.C...LONGITUDINAL LIME STABILIZED PVMNT. STRIPING KEYED JOINT (TYP) UNIFORMLY C�1MPA�TED TO 95% P STANDARD PROCTOR DENSITY 0 (TYP) PROP. EMBANKMENT � �`i ` ^� %* EMBANKMENT (NO t3% OPTIMUM MOISTURE CONTENT DIRECT PAY) WHARTON-WEEMS BLVD. SCALE: N.T.S. STA 10+14.19 TO 15+44.11 WHARTON-WEEMS BLVD. 20'-0" ( 6" VARIES (0.10% MIN) B ----1� I------------. 12'-0" 12'-0" PROFILE GRADE LINE (POWELL RD.- STA 1+00.00 TO STA 24+92.38) PROFILE GRADE LINE 1 24' -0" 2'-0" � n PGL WEEMS BLVD./ [WHARTON "v' DETAIL OF TANGENT CROWN POWELL ROAD(STA 25+28.88 SCALE: N.T.S. TO STA 59+50.00)] 11 STA 21 +24.36 TO 25+28.88 WHARTON WEEMS '1 STA 25+28.88 TO 29+43.16 POWELL ROAD STA 1 +00.00 TO 24+92.38 POWELL ROAD REVERSE CROWN DETAILS (IN FEET) WITH REFERENCE TO HC)R17nI%ITAI I IMF THRnIIGH RRAOF SHOWN ON PROFIT F 2' 12'-0" PROP. EMBANKMENT PROFILE GRADE LINE I- 3" 20'-0" VARIES* (120'-11" TO 0'-0") EXISTING GROUND ' * TIE-IN WIDTH VARIES, SEE GEOMETRIC DETAILS SHEETS FOR MORE INFORMATION. VARIES (0.107. MIN) _ _ _ _ _ _ _ _ _ HORIZONTAL LINE THROUGH GRADE SHOWN ON_PROFILE NORMAL CROWN TO TANGENT CROWN P.I. STA. DEGREE OF CURVE �f A B C D E F G H TRLAENGIT ON - TANGENT +0.020 -2.35 -0.23 -0.72 -0.48 -0.24 0.00 +0.51 -1.53 - - TANGENT (POWELL ROAD) -0.020 -0.81 +1.23 +0.72 +0.48 +0.24 0.00 +0.49 -1.63 - 25+90.05 18'49'44.9" -0.020 -0.81 +1.23 +0.72 +0.48 +0.24 0.00 +0.49 -1.63 270.00' 14+33.24 4'35'01.2" - I - - - - - I. - - - 90.00' NEGATIVE RATES DENOTE DOWN FROM LEFT TO RIGHT emax = 0.04 T/f REVERSE CROWN TO BE ATTAINED BY ROTATING BOTH LANES ABOUT THE PGL (F) UNTIL THE ROADWAY SLOPE EQUALS (-)2.00% (REVERSE CROWN). TRANSITION FROM NORMAL CROWN TO TANGENT CROWN OCCURS ABOUTIgE , FOR GRAPHICAL GRADES, SEE SHEET 63C. 2' PROP. ROW kTF14:&l VARIES (0.107- MIN) I PROP. EMBANKMENT VALUES OF (A)THRU OH ARE THOSE SHOWN IN TABLE ,-TRANSITION LENGTH P.C. OR P.T.--� TO FULL SUPERELEVATION �RPpE 'knelf:9 PAVEMENT THICKNESS AND BAR SPACING ARE BASED UPON THE REPORT OF SOIL FOUNDATION INVESTIGATION, PORT CROSSING SPEC ROADWAYS AND RETENTION PONDS, PROVIDED BY BRAESWOOD ENGINEERING, INC. ON JUNE 5, 2006. DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA /• / aaa� V C_Qp qF TFgslli _. .............. i....: ........................:.. 4 DONALD S. PEEBLES JASON ECKERT uz' d/f 0//a q�z`�bCo _2�~w GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON NATIONAL PROPERTIES PORT CROSSING LA PORTE, TEXAS TYPICAL SECTIONS PROD. N0. A06019-01 SCALE 14AS EET 81 REV. OF DRWG. N0. NOTED 0 PROP. 117 LF 8" C900 PVC SAN. SWR. STUB OUT OF MH TO B.L. & U.E. AND CAP END TYPE "C" STM. SWR. INLET OF PIPE, FL = -2.16 i 80-E' STA 11+12.10, 65.00' LT. CROSSING DETAIL TC = 12.33 009 TYPE "C" STM. SWR. MH - - W FL = 6.55, N FL = 7.64 STA. 13+51.00, 57.89' LT. I 0 5 TYPE "A" STM. SWR. MH it TC = 12.90 I STA. 15+50.00, 51.00' LT. ? T \ WFL=7.64 I TC= 12.99 I 0® TYPE "C" STM. SWR. MH E FL = 4.54, N FL = 8.26 PROP. 12" WL / a PROP. 12 LF 24" aLRCP 1 ¢ STA. 11+13.15, 77.30' LT. JMTY ROP. 12 LF 24" t� RCP STM. SWR. 1 v� TC = 12.34 CP STM. SWR. PROP. 54 LF EXIST ROWI Z FL = 5.53 TYPE "C" STM. SWR. INLET ROP. CONC PILOT PE "C" STM. SWR. INLET STA. 13+51.00, 45.59 LT. CHANNEL (SEE AUGER BORE 1 s TC = 12.89 STA 15+50.00, 38.67' LT. PROP. 117 LF 8" SDR 26 I FL = 7.66 CONVEYANCE CHANNELTC = 12.98 PVC SAN. SWR. STUB OUT OF PROP.12 LF 24" PLAN &PROFILE SHEET)FL = 8.28 STA. 16+29.61 MH TO B.L. & U.E. AND CAPRCP STM. SWR. STA. 13+33.74 (1) 12x6 TEE END OF PIPE, FL = -2.87 (1) 12" PLUG &CLAMP 1. c� 1 12"x6" TEE (1) 6" GV &BOXI (1) 2" BOV �'�m PROP. 12" C900 PVC WL 1 6" HYDRANT (3) 12' x 6' SBCPROP. 12"(4) 12" GV" & BOX 1 12" 45' BEND " FOR BOX DETAILS SEC900PVC(1) FIRE HYDRANT (1) 12x12 TEE O PROP. 239 LF 24 25 B.L.-ISHEET 56WL 25 B.L. (1) 12" WYE L- - - ---RCP STM. SWR---------- --- - --------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROP. 110 LF 42" 574 LF 425 U.E. RCP STM. SWR. 5'U.E. RCP STM. SWR. 1PROP ROW O-------------------- ---- ------------------------- --iPROP. ------------------ © NS VJ NS R O r p GE OF CONC TRAFFIC SIGN o U Q N N „ „ PROP. 53 LF 24 PROP. 145 LF PROP. 10 CONC. PVMT m OF ROW I a iv rn KEEP RIGHT RCP STM. SWR. 12" SDR 26 W/ 6" CONC. CURB U! (R4-7) CURVE 1 PVC SAN. SWR. o M I V) = U oMEDIAN - - - - - - - - - - - - - - - - 14+ o - --T5+oo- - - - - gs+p6 - - - - Fo N 89-j,3 9" w- - -1� W = t-- N 13+00 z --------- - - - -------------V_6�----------------W ------- 12+0y--------- -0 n ELINE `o J 11+00------------------------------ �- - - ---- +------------------------- -Md ---------------- c ---.------ _ (" 10+a .1; PROP. 68 LF 24" RCP PGL - co PROP. - - - - - - - - - - - - - - - STM. SWR_ + I Q d - V) I �° �' -'�------------------TYPE"4 stria swR-NfF{ No g- - - - ------ -- RIDTP------- - --SOR-2S- N i - - - - I J - - - - - - ' PROP. ROW -I 9S-LF t2 PROP �FOO �F-1 NSp © o TYPE "C" STM. SWR. INLET STA. 13+80.24, 31.29' RT I 5' U.E. S26 PVC SAN. PVC SAN. SWR. w STA 11+12.10, 2.67' RT --- RIM EL = 13_15WR -------- ---------1�.i7------- W FL - -2.55, N FL - -2.55 1- - - - -g---I------- i - -- 25 B.L.------------------ -------------------- p / 25 - - - I i STA. 10+14.19 BE IN 0 a I FL = 6.69 PROP. 358 LF SDR 26 I I I CONSTRUCTION TIE TO a PVC 12" SAN. SWR. " r � (1) 12" PLUG &CLAMP TYPE 4 SAN. SWR. MH N0. 7 TYPE "4" SAN. SWR. MH N0. 6 EXISTING SH 146 15' SAN SWR. i STA. 15+27.89, 35.50' RT. STA. 17+23.92, 35.50' RT. EDGE ELEV= 11.5 t) ( (1) 2 BOV &BOX EASEMENT N 102,0477 1 RIM EL = RIM EL 36 W FL = -2.84 .84 W FL = -3.2.23 I E 29,692:62 NS p ` 1' - , WHARTON- PROP. 33 LF 8" SDR 26 PVC SAN. SWR. I FUTURE FIRE HYDRANT �I I I i STUB OUT OF MH TO B.L. & U.E. AND CAP FUTURE 5 U.E. I (BY OTHERS) i I _ WL (BY OTHERS) 1 BUFBR LANDSCAPE ,A'CCA A BLVD. I ,_ _ _ FUTURE (BY273 ---�---I V EEM STATE HIGHWAY 146 I 75' D.E. 14 12 10 8 _6 4 2 0 -2 _ -4 -6 -8 -10 -12 STATE HIGHWAY 146 FUTURE WL (BY SEE SHT 36 FOR WL OTHERS) STA 10+1 .19 _ BEGIN CO STRUCTION --- T4E- VY - - -- - - ELEV.. W 11.58_ PGL (FOR TYPICAL PAVEMENT SECTIONS SEE SHT 14A) fCDE =t=0: / z = PROP. 53 LF 24 PRf1P...24"..RCP STM.. SWR,..... __. EEzsc� PROP 9 LF 9 C RCE STM. SWR. ® 0.207. SL 1?"MIN.J 114 _ Lr/AR 1 INV 5.94 TE TO PFJOP. 3-12'x6' S C z LLi i.LL m d 13+00 ROAD PGL CURVE DATA - CURVE 1 RADIUS LENGTH TANGENT DELTA I LONG CHORD 1250.00' 101.81' 50.93' 4'39'59" RT 1 101.78' STATION NORTHING EASTING PI STA 14+33.24 102,010.62 29,334.22 PC STA 13+82.31 102,014.23 29,385.02 PT STA 14+84.11 102,011.15 1 29,283.29 PAVE PAVEMENT AP�3 �L .r _PT^OF� HORIZONTAL CtJJRVE CUT I FILL LAYOUT"HEET (SEE SHEET 4) II _._.. PGL ELEV 14.1.4-n, STAII8+27.84 PRO ROY rI IL\/CRT 1" MIN. " PROP. 110 LF 42 RCP i;LEAR.- STM. SWR. @ .10% SLOPE 3: z n x LO L0 -RROP -145-LF 6,'� c� cN - SDR 26 PVC ' 4-i3I I SWR. C9' -0.2C cn uI Lna_c IZ. - ,a N N. !UJ .- - 14+00 „ w Iz IJi_ Ld 410< S 15+00 MARK I DATE REVISIONS DESCRIPTION Em I NOTES: BM: ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATED AT THE INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 ADJUSTED. TBM9: BEING A COTTON GIN SPINDAL IN THE CENTER OF POWELL ROAD, LOCATED APPROXIMATELY 450 FEET SOUTH OF THE SOUTHEAST CORNER OF BONOSKY TRUCKING TERMINAL TRACT. ELEVATION= 16.16, NAVD 88, 2001 ADJUSTMENT. 100-YR FLOOD PLAIN: ACCORDING TO MAP NO. 48201CO945J OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR HARRIS COUNTY, DATED NOVEMBER 6, 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" DEFINED AS SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. ADDITIONAL NOTES: 1. FOR INTERSECTION TIE-IN DETAILS, SEE PAVEMENT DETAIL SHEETS. 2. FOR GEOMETRIC DETAILS, SEE SHEET 63C. 3. CONTRACTOR TO ROUTE WL TO MINIMIZE MECHANICAL JOINTS. 4. CONTRACTOR TO INSTALL VALVE AND PLUG NO CLOSER THAN 3.5' TO BACK OF CURB. PROFILE LEGEND: -•-•-•- HGL ----------- TOP OF WL - - - - - - TOP OF SAN. SWR. FORCEMAIN TOP & BOTTOM OF STM. SWR. GRAPHIC SCALE O 20' 40' 80' 1"=40' HOR GRAPHIC SCALE 0 2' 4' 8' 1 "=4' VER v- j j / �� DESIGN DATE / 1.2 .. DRAWN DATE - I PRO 24 PReh " G- CHECKED DATE - N PVC WL HGL 10. -- _- - APPROVED DATE 7777 8 SEAL AREA SEAL AREA J Y 1 6 -'� of r•, qt _ P I s� ii _H LEA _ 9 1 Af - JASON ECKERT �\- ROP. 574 LF 4 RCP 1__..,______...._....__....__.._..;..__, _ i-o 94993CEN �� _ ii �0.• IV) (I TA 19+00 0_ • �¢f w W FL -3.58 Cnncnw N, SAN. SWR. L[ 12 tit Z PP . _ N PROP 400 LF 12" S R 26 -6 {. ri PVC AN. SWR. ® .20% Njz GOLDSTON ENGINEERING INC. - -- CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS --- WHARTON WEEMS BLVD _ PLAN & PROFILE STA. 10 17.86 TO 19+00.00 PROD. NO. A0601 9-01 SCALE 15 S o Er 81 REV. 16+00 17+00 181-00 19+00 SHOWN 0 DRWG. N0. iv W ROAD PGL CURVE DATA - CURVE 2 RADIUS LENGTH I TANGENT I DELTA LONG CHORD 304.29' 458.80' 1 285.69' 86'23' 19" RTI 416.56' STATION NORTHING EASTING PI STA 25+90.05 102,017.18 28,077.82 PC STA 23+04.36 102,014.19 28,363.50 PT STA 27+63.16 102,302.48 28,062.81 (1) 12" 22.5' BEND STA. 24+74.82 (3) 12" G.V. & BOX TYPE "4" SAN. SWR. 19 STA 26+03.35, 110.74' LT_ (1) 12" X 12" TEE RIM EL = 15.52 EMPCo #3-8" & #7-8" PIPELINES MARK DATE REVISIONS DESCRIPTION BY (1) 12 X 6 TEE N FL = 2.76, S FL = -2.70 019 TYPE "A" STM. SWR. MH ®TYPE "A" STM. SWR. MH (1) 6" G.V. & BOX ®TYPE "C" STM. SWR. MH E FL = -2.70 NOTES: STA. 24+88.05 STA. 25+62.25, 64.43'LT BM: STA. 21 +24.36, 51.00' LT STA. 22+80,27, 51.00' LT (1) FIRE HYDRANT TC = 14.82 50' B.L. & U.E. STA. 19+44.47 TC = 12.93 TC = 13.23 (1) 12" 22.5' BEND S FL = 5.96, E FL = 8.62 LIFT STATION (SEE SHEET 41) (SEE WEST ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN " EFL = 4.97, N FL = 7.71 E FL = 7.66 W FL = 5.63 " PROP. 300 LF STA 25+90.78, 83.36' LT POWELL PLAN & (1) 12 x6 TEE NFL = 7.66 (1) 12 45' BEND � g" SDR 26 PV PROP. 300 LF 12" PROFILE SHEEP) REFERENCE MARKER N0. 010295 LOCATED AT THE (1) 6 GV & BOX INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH (1) FIRE HYDRANT O17 TYPE "C" STM. SWR. INLET 0®TYPE "C" STM. SWR. MH SAN. SWR. SDR 26 SAN. SWR. _ A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 STA. 21+24.36 38.67' LT STA. 24+16,62, 76.56' LT ADJUSTED. PROP. 574 LF TC = 12.92 „ 25' B.L. & UE 42" RCP STM. FL = 7.74 - PROP. 156 LF 42 (- - _ TC = 14.35 _ SWR. RCP STM. SWR. I FL = 5.79 027A TYPE "C" STM. SWR. MH _ _ _ _� „� _ _ _ _ 100-YR FLOOD PLAIN: _ _ _ _ _ _ _ _ _ _3TA. 22+44.47 STA. 24+89.51, 65.60' LT �L�S5IIYPE C STM. SWR. MH 039 TYPE "C" STM. SWR. MH ' PROP 12" C900 PROP. 13 LF (1) 12"x6" TEE TC = 14.59 ' z PROP. 32 LF STA. 26+ 2.82, 69.96 LT ACCORDING TO MAP NO. 48201 CO945J OF THE FEDERAL 1 6" G.V. &BOX PROP. 161 LF 36' o z 12" S /Z6 TC = 15.16 STA. 27+50.00, 44.66 LT PVC WL 24" RCP STM. () S FL = 5.88 x w TC = 15.48, N FL=6.71 EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE + _ PROP. ROW _ - �. (SIRE -HYDRA _RCP STM. SWR E 12" 22.5'� W FL = 8.39 --x --- - A - 8 - -E-FL 9:31 FL = 6.21 RATE MAPS FOR HARRIS COUNTY, DATED NOVEMBER 6, PROP. 90 PROP. 48 LF 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" Vw/LF 36" RCP o 0 24" RCP STM DEFINED AS SPECIAL FLOOD HAZARD AREAS INUNDATED BY \STM. SWR. / _ _ _ _ IJKUH. 126F 6 _ _ SWR, 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS PROP. 13 LF 24 \ PROP�114 RCP STM. S PROP. 195 LF DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS Q m 023 TYPE "C-2" STM. SWR. INLET \\�\ \ -- » OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH o PROP. 10' CONC. PVMT i \\ �F-�6- RC2- - 30' RCP STM. f - m STA. 22+80.27, 38.67 LT RCP STM. SWR. \ � W/ 6" CONC. CURB TC - 13.21 \ � �� .STM. SW o � � SWR. AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH PROP. 42 LF 24" \ / o CO DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS 0 M FL = 7.68 PROP 12" \ / PROP. 6" C900 O LL Li.l 00 20+00 21+00 22+00 23+oo RCP STM. SWR. C900 PVC WL _ 28 z O PROTECTED BY LEVEES FROM 100-YEAR FLOOD. z �v n O _. J BASELINE ® ET N ?4x0p CURVE 2 C . AIN69 V If I J00 FIRE HYDRANT NOTE: TYPE "C-2" STM. SWR. INL STA. +., .(ARCP STM. SWR. o PROP. LF 24" _ = r<i + +r 1 N POWELL ROAD F.H. LOCATIONS SHOWN ON SHEET 35. 228027267 RT PROP. ROW d TC = 13.10 0 C) - xo (1)1BEND.25'-� Q - - - - - (2) 12" 45' BENDS o Q PROP. 39 PROP 92 LF 12"�, ,.. � � � PROFILE LEGEND: _ _ - - - - - ----�,. LF 18" RCP , - - - - - - - - - - - PROP. 39 LF SDR 26 PVC -- PROP. 400 LF 12 PROP. 214 LF 12 sX STM. SWR. SAN. SW HGL TYPE 4 SAN. SWR. MH N0. 5 5 U.E. \ op 12 SDR 26 (Zj6' 11.25' BEND SDR 26 PVC SAN. SWR SDR 26 PVC SAN. SWR. \ " - - TOP OF WL STA. 21 +23.38. 35.50 RT_ � _ _ _ _ _ _ _ _ _ _ _• _,•_ ` PVC SAN SWR �0f�12 PROP ROW RIM EL = 14.20 „ ' C900 PVC W 7.5' U.E. TOP OF SAN. SWR. W FL = -4.03 25 B.L. „ „ \ PROP. 88 LF 36 �'� FORCEMAIN TYPE 4 SAN. SWR. MH N0. 4 '� PROP. 108 LF \ RCP STM. SWR. / TOP & BOTTOM OF STA. 23+42.28, 39.98 RT \ „ , � / PROP 2,840 LF STA. 27+74.96 RIM EL = 13.85 12 SDR 26 TYPE 4' SAN. SWR. MH NO. 1 » „ STM. SWR. W FL = -4.46 PVC SAN. \ !- 1 1'� 11.25' 6 C900 (1) 12 x6 TEE SWR. \\ \��/ STA EL = 15. 47.89'RT ` BEND/ �s (GREEN) PVC (1) 6" G.V. & BOX EXISTING EXXON RIM EL = 15.38 AA __ SAN. SWR. PIPELINES TYPE "4" SAN. SWR. MH N0. 3 �/ FL = -5.02 "� (2 , 45• (1) FIRE HYDRANT 9% BEND FORCEMAIN STA. 24+66..2 39.66' RT /��J TYPE "4" SAN. SWR. MH NO. 2 037 TYPE "C" STM. SWR. INLET RIM EL = 14.28 FL = -4.68 P IDENTICAL POINT �/ STA 25+53.18, 40.83' RT STA. 25+50.00, 2.68' RT WHARTON-WEEMS BLVD. PROP. 75 LF / 031 TYPE "C" STM. SWR. INLET � RIM EL = 14.59 TC = 14.73 FL -4.84 FL = 9.41 SAN. SWR. PVC FLA=28.76500, 2.98' RT �� POWELL BLVD O - I. i o - --------- T_-..... -- ...--- -- - ----- ----- - --- ----- - 20_ J 0 18 16 r-PGL ELEV 14.14 PROP. FILL, SEE "FILL N TE" ON -- "OVERALL CUT & FILL LA OUT'" m EXISTING GF OUND ALONG P L -__ I ; ( T _ PGL FOR TYPICAL, 14_ _ / _. _ STA 22+80. 7 SEC IONS SEE SHT � / GRADE -0. Oq _ PVI E LEV. 1 .60 __ /-J// 7/7711 1 "=40' HOR - ----� - GRAPHIC SCALE O 2' 4' 8' 1 "=4' VER 20 - DESIGN DATE 18 - DRAWN DATE 16 CHECKED DATE EXIS . 8" EXXON PGL ELEV 1'4.42 APPROVED DATE GRADE +0.35% 1 SEAL AREA SEAL AREA / / �..... •\ I i HGL �!! 12 �''��E OF r f'•0 Ef • � .� �i��riiiiii iii�-ice' , - • _ ��_..I. / %/ - �I7/LId" ��v�-ii . ��-��.0 r �� ,t ��ryiiiJ ��.i',i.ly .� r. �---- �M�a�� • , LJ 8 --- - 0 6 F z 4 -r v^P: 574 LF 4 ''-RCP ( ,.. PROP. 156 L 42" RCP - 12"MIN. INV. 5.63 PR01'. 161 F Fr, 90 L� I 3 o S M. SWR. ® 0.1 % LEAR. 36 RCP ST . --SWR:-_�__6:1 . -- -S z 2 _ S OPE I� SLOPE (T'fP �- I I SLOPE I SWR. @ .10 8 STA SWIR )b - JL.UYt SIM 0 EL 4.97 Do STA 19+ 0 I _ . Tim - �'w m W FL - .58 d i° __..__. + 3 ;fl iy N -2 Ir NIN6-1 , Q�21� � CIF i 1 F- h _jA wi(n -4 --__-- - - -_-_-____ - - -_- I �- -, ° -6 00 T_ i F;S'•..�CENSF:: 'G�� ••� S�ONAL 6� �6 i. I i .. .... vr>-e7arr- �rvTasTJT. TT _ 6 /•L `�� So I IV—\-INV. 6.71 FL 3.92 36" RCP STM, _ PROP. 1 195 2 N I SWR. @ 0.10 0 -� LF 30STM�WRR P CAS � 1.. u � 7 ®. OA 3% _ . 0 In � ��''Lf'IIjI'''I I �- PROP. 23 LF + (n m SLOPE 11 ' 1 1 " a �i I i 3. ®0.10. SLOPE I(n N W 2 GOLDSTON ENGINEERING INC. - PROP 252.02 LF -4 CORPUS CHRISTI HOUSTON - I - obi ; TG SDR 26 PVC PORT CROSSING LAND, L.P. PROP 4 0 LF _11) SnD. a _ _ -6 +0 2 % SLOPE _ _ ' Z r> �- ROD. 214 LF 1 SDR 26 Nlg I I ., PVC SAN. SWR. CD -0.20 o t7 � o � Pf20P. 10 LF_ 12" SDR __ ��PRQP-12"$IZR2 �� I __-CROSSING SLOPE + _`r _ LOPC-SAtt --- -- �,� 2Ei PVC N. SWF;. C� PVC AN. SWR. 10 .. N v, � - - - �•� ( V.GV/o JILVr r_ -U:L % SLOPE O O 7 �� ---- -`- N------- --`---- `- --- -----9)'11 - p _10 c~n n 3 a� z �-rR0 75 LF ,' o Q `° _ -10 LA PORTE, TEXAS - ----��----- -i 1 2 sAN-2 ILo �IJ J J WHARTON WEEMS & POWELL _ -12 - .2D% � < «L U) z r� _ _ -12 BLVD PLAN & PROFILE s...o E �, I� STA. 19+00.00 8+00.00 -14 PROJ. N0. AO6O19-01 SCALE 16 SHEET REV. v -14 �- ! of 81 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 SHOWN J [DRWG. N0. y '. 88 LF RCP STM. REVISIONS MARK DATE I DESCRIPTION BY N -- STA 28+07.01 (1) 12" PLUG & CLAMP TYPE "4" PROP. SAN MH NO. 22 STA. 28+55.37, 52.49 LT. PROP 12" SDR 26 RIM EL = 15.40 N FL = 3.88, S FL = 3.66 O 00 CN V) LLJ J a / STA. 29+43.91, 45.42' LT TC = 14.70 N FL = 6.96, E 9.96 039ATYPE "C-1" STM. SWR. INLET STA. 29+43.91, 38.67' LT TC = 14.69 lllyllrkla_4 ©ice ®3TYPE "C" STM. SWR. MH TC S FL 13.16 = 8.39 STA, 33+00.00, 47.43' LT E FL = 8.39 TC = 13.98 SFL=7.42, N FL=7.92, EFL=9.15 TYPE "4" PROP. SAN MH NO. 23 ®TYPE "C" STM. SWR. INLET STA. 31 +52.81, 52.50 LT. STA. 33+00.00, 38.67' LT RIM EL = 15.09 TC = 13.97 /- SEE WEST POWELL / FL = 4.92 W FL = 9.17 ROAD PLAN & MH 045 TYPE "C-2" STM. SWR. INLET L LT STA. 35+32.26, 38.67' LT TC = 13.15 W FL = 8.41 TYPE "4" PROP. SAN MH N0. 24 STA. 35+52.81, 52.50 LT. RIM EL = 13.70 N FL = 5.72' 1 PVC SAN. SWR. / ----------- W FL = 9.97 PROFILE SHEETS 50 B.L. LANDSCAPE - OP 12 SDR 26 PVCqj SAN. SW. EMPCo #3-8" & #7-8" - - PIPELINES PRO-- PROP. 7 LF 24" PROP 12" SDR 26 pROP. 30" RCP PROP. ROW PROP. 9 LF 24" SDRp262PVC PROP. 9 LF 24" RCP STM. SWR. PVC SAN. SWR. PROP. 24" RCP STM. SWR. RCP STM. SWR. SAN. SWR. STM: SWR.. RCP STM. SWR. PROP. 24" RCP STM._SWR,- ... _ 0 =Q 0 O PROPeiei 12"C900,C900 -PVC WATER - - to - - cv - - -- - - - - - - -- -PROP-. 10'-CONB- PVMi. W 6". CONC. CURB 50' EXXON - �sEtvtEN - - - ---m - - - -- 35+f)�-- STA 28+79.22 BEGIN 4' PCC SIDEWALK 3186.09' EXISTING ASPHALT PVMT (TO BE REMOVED) �-� o ^ PGL BASELINE 4' PCC SIDEWALK 1 - - - - - - - STA 28+07.01 PROP C900 I_ (1) 12"GV& BOX 7.5' U.E. - - 12" PVC WL ----- ST- A. - - - - -- 30+74.96 - - 25, B.L. - - - PROP 6" PVC SAN. - - - - - C900 (GREEN) PROP SWR. FORCEMAIN C900 - - 12" PVC WL STA - - - - - - - - - - .'V' +74 QR - - - ----------------- DRnD all - - ponn /nocchI\ - - - - - - - - PROP. ROW -� cTA 7a1-7d oa (1) 12"x6" TEE (1) 6" G.V. & BOX (1) FIRE HYDRANT 20 FINISHED MENT `✓ AXIS OF N _. PAV SURFACE - PGL) _ 18 I ADVERSE CROWN ..- LENGTH OF SUP RELEVADON - - 16 NSIT15R- _1� = 0- - STA 30+18.05 PROP. r ,� 12 C900 PGL ELEV 14.42 GRADE +0.3 % PVI ELEV. 15.18 p tC WL 14 '7 777/4 T S M. SWR. w / 12 ( I INV. 9.96 _� i //./..//../ /zz ..r 10 - - 8 POP. 300 LF 12". DR 2 PVC EH_I.E9_ -PROP. 357 F 30" RCP SAN. SWR. 0 +0.2 % SLCI'E: STM. SWR. @ 0.13% -�- 6 04 _J 7� r 4 ,I nn 8 M �7 L » 2 FL 3.92 ^ . 30" RCP �* DR 26 PVC SAN. _ STM, SWR. @SIN SWR. @ +0.20% 0 U.)IY 1'n Do W NI �. w... ,A J _I04 -4 -s - -10 -12 28+00 30+00 31+00 (1) 12"x6" TEE (1) 6" G.V. & BOX (1) FIRE HYDRANT ------., PVC SAN. SWR. FORCEMAIN (1) 12"x6" TEE (1) 6" G.V. & BOX (1) FIRE HYDRANT ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATED AT THE INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 ADJUSTED. 100-YRFLOOD PLAI ACCORDING TO MAP NO. 48201CO945J OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR HARRIS COUNTY, DATED NOVEMBER 6, 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" DEFINED AS SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. FIRE HYDRANT NOTE: POWELL ROAD F.H. LOCATIONS SHOWN ON SHEET 35. PROFILE LEGEND: HGL - - TOP OF WL TOP OF SAN. SWR. FORCEMAIN TOP & BOTTOM OF STM. SWR. 7-773, EXISTING EXXON PIPELINES GRAPHIC SCALE O 20' 40' 80, ---- ---- - -- - - - 1 "=40' HOR ._ ... -. __. .... GRAPHIC SCALE -_-- O 2' 4' 8' - - --- -- 1 "=4' VER - - -- - PROP. FILL, SEE FILL NOTE"ON "OVERALL C T __ 20 DESIGN DATE DRAWN DATE & FILL UT!` - ---- __f)RO Sff „FILL CHECKED DATE (SEE SHEET 4) ..OTF" Oil "OVER kLL -CUT 18 _ -__- EXI TINE GROU D ALONG PGL- P,EM& FILL LAYOUT" SHEET APPROVED DATE �' - SEE SHEET 4 ; SE TIONS SEE SHT 14A) 16 SEAL AREA SEAL AREA --- x p� PGL ELEV 13.97 AD35% PIPELINES (2}�j , STA 35+32.26 \� ff / . M. I h" PaiI. /ELEV. I __1.4.. .. PROP. 24„RCP " ' i/HGL /ROP., ..t.._............. .N ..O,__EF..C...TK._............. FE..R�.'...'9T ..+. *�...�. ',G96 - --- F RCEMAIN•.�CENSE: '�? ` S .G II I7 7777 7 _PROP 3O0 LF 24" R P 2._ STM. 3WR. ®0.26% LOPE -- -- _ - _ 6 fb_LE6D_ FRPROP 232 L F 94" R,P (of PROP, 147 L F 12" 4 �• PROP. 400 LF 12" �i ��-_� STM. SWR. @ 0.20% LOPE N �` ails SDR 26 VC SAN. -- SDR 2 PVC SAN. M uj I� - ) M a' clnlo �n on 7 + _ II) � Fi cl O . o - __ T I= ¢ �i ",lu; �_ 5 . PE STA 37+Ov _a SLOPE I- f- "� N�h -I FL 6_01 _ --------- UJ m-- - - - --- CJ W N N W -[ z c ' ��' g GOLDSTON ENGINEERING INC. ---- a lz _ CORPUS CHRISTI HOUSTON RA PORT CROSSING LAND, L.P. PORT CROSSING --- LA PORTE, TEXAS -- ---- POWELL ROAD _ PLAN & PROFILE STA. 28 00. TO 37+ 0.0 _------------------- --- --- ---- ( - --- PROD. N0. A06019-01 SCALE ,17 SHEET $1 REV. 32+00 33+00 34+00 35+00 36+00 37+00 SHOWN DRWG. NO. q 0 0 �3 0 0 REVISIONS MARK DATE DESCRIPTION BY M TYPE "C" STM. SWR. INLET 233 TYPE "C" STM. SWR. MH STA. 44+00.00, 38.67' LT. STA. 44+00.00, 44.17' LT. A 08/14 LABEL SAN. SWR PIPES IN PLAN VIEW HGS B 08/21 EXXON LINES HATCHED & ADDED TO LEGEND HGS 051 TYPE "C" STM. SWR. MH 227 TYPE "C" STM. SWR. INLET TC W = 16.25 FL = 11.47 TC = 16.25 N FL = 9.63, STA. 38+32.40, 47.43' LT. STA. 41 +00.00, 38.67' LT. E FL = 11.46 149 .13 1510.41 I SC FL 99, E FL = 9.99 W FIL 'B.L. LANDSCAPE BUFFER & U.E. - ------ NOTES: + (, 1 0' B.L. LANDSCAP BUFFER & U.E. --- SEE WEST POWELL ROAD PLAN & PROFILE SHEETS 049 TYPE "C" STM. SWR. INLET STA. 38+32.40, 38.67' LT. TC = 14.21 W FL = 10.01 TYPE: "4" SAN SWR. MH NO 25 STA 39+52.81, 52.50' LT. RIM EL = 15.06 S FL = 6.52 EMPCo #3-8" & 7- " PIPELINES 229 TYPE "C" STM. SWR. MH TYPE: "4" SAN SWR. MH NO 26 STA. 41 +00.00, 44.17' LT. STA 43+52.81, 52.50' LT. TC = 15.14 RIM EL = 15.44 N FL = 10.41 EFL = 10.41 S FL = 7.32 PROP. 48" RCP STM. SWR. PROP. 12" SDR 26 PVC SAN. SWR. 0 + BM: ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATED AT THE INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 ADJUSTED. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L 0 10 0 - Y R FLOOD PLAIN: Q PROP. STM. 24" RCP SWR. PROP. 9 LF 24" RCP STM. PROP. 12" SDR 26 PVC SAN. SWR. PROP. 12 SDR 26 PVC SAN. SWR. PROP. 6 LF 24" PROP. 24" RCP RCP STM. SWR. SWR STM. EXIST. (E R F DITCII RCPPSTM.LSWR. PROP. 24" RCP STM WR Q ACCORDING TO MAP NO. 48201CO945J OF THE FEDERAL RATE MAPS FOR HARRISEMERGENCY TCOUNTY, DATED NOVEMBER INSURANCE AGENCY'S FLOOD 6, 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" DEFINED AS SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED 8Y LEVEES FROM 100-YEAR FLOOD. FIRE HYDRANT NOTE: in 0 W Z _! - - - - - �. _ V) 50'EXXON - o 0 EASEMENT -39 6m Z - - - --_ - - - - - - - - - P-f 8" CflNC_-PVM-T--_ _ --� W 6" CONC. CURB = Q 00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45 Q ---- E-)IISTTNGASPHALT PVMT - -------------- ----------4'-P-CC-S!D€WALK--------- - (TO BE REMOVED) 0 BASELINE - - - - - POWELL ROAD F.H. LOCATIONS SHOWN ON SHEEP 35. PROFILE LEGEND: -------- PROP 12" PVC WLA. 39+74.80 TYPE: "F" SAN SWR. 12"X6" TEE JAIR(l) RELEASE VALVE MANHOLE (1) 6" G.V. &BOX STA 39+06.04, 46.5' LT. (1) FIRE HYDRANTPOWELL RIM EL = 15.76 PROP 6" C900 (GREEN)PROP SAN. SWR. FORCEMAIN _ STA. 42+74.80 (1) 12%6" TEE (1) 6" G.V. &BOX (1) FIRE HYDRANT ROAD 12" C900 PVC WL 7.5' U.E.C900 - - TOP OF WLPVC TOP OF SAN. SWR. FORCEMAIN TOP &BOTTOM OF STM. SWR. EXISTING EXXON PIPELINES S FL = 6.25 - 25' B.L. GRAPHIC SCALE _ O 20' 40' 80' - -- -------- -- - -- -- ------ -- -- "=40' - -......- -- 1 HOR - -- " GRAPHIC SCALE { - - -- - 0 2' 4' 8' - -- 1 "=4' VER PIRIIN E)P-FftL, " DESIGN DATE 20 18 16 1.2... 10 PGL ELEV 1:3.97 ., PROP: SHEET - V ILL „ , JnrrGC. „FILL , 1 N I CUT &-EL SEE SHEET 4) ISfit t�Gf26U vl�vIV 6NG--f C- GRADE +0.35. ---- \ - EXIST. a' EXXON +P€N- 4E� -{� _ ' - -- --- EXIST. ------�J,/L ROUND ALtDNh i C 24" RCP :�fr9� SL-0 ... "OVERALL SHEET (SEE r-P0L (F -�E-GTa r/ /j/ ; / UT & FILL LAYOUT" SHEET 4) 0R I7rICAL r NS-S€€ j i VLMENT PGA cLEV 1077 �. - / /. 20 ..... 18 16 _ 14 12 10 DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA �•"'�E SF rF �4 J �P: ••••.' �'.•••... ry 4 ; * : ' �•LSFV : *y�` _*....... _.......................__.. �'..� JASON ECKERT 1� �`.: 94993 e i 0 0 ,! o: �r 1�, �• ..Is,..�EN5E. G��C NAL - /777777._ / ----- Tj 7�/ [>RDP..R11 n (GREEN PVC 6R8LMtN- / / r : I I ---- PROD. �5_ i 24 RCP ST - F. _ _ .SWR. .. �........ _ .. -- - HGL PROP. 300 LF R. '.. / 1 -- Q -. n 9f.•% CI nPF. --. _.. _CITAI .CWP .. :.. / I - - - --fi- .... I`------ ----- - -- (lk% , ---- ---- - - -- -• - -- - - ---- --. - - -- - --- - -- -- - ._.._ .--- I -- - - ----- - ----- - - - i I L- V qiu o�� ro 't d`r; --F � v� wFL PROP. '147 LF SWR. 0 0.20% 7.61 -' - _- 6 ¢ 2 0ono PVC WL -- -- �" nnnn - -- --- -- o w - - - -- --- -- --- I 2" LOPE +n0 J 6 4 2 PROF'. 253 SDR 26 PVC SWR n + SLOPE STA 37+00 F 12" SAN: _ 0�.-- o a;�L� �- ao'� rn t�u<i x o - w `C > .> + _� M Q I �! a� _ ° Lf In co l --------------- `PROP. --- --- - -S S 400 LF 12 R-26-PVAQWo?iv� 0 0.20% SL of 01� N_ PE rlN N w• I --- -- --- 0 FL 6.01 ¢ z N,N� a? �z _ -- --- -- -- ---� r� <r cn -' LL <� zC 0 GOLDSTON ENGINEERING INC. -2 _ _ __ - v> r CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. -4 _ PORT CROSSING ------ -- - ---------- -8 - __ - ------ _ LA PORTE, TEXAS POWELL ROAD - - - ------------ - - ----- - --- --- -- -- --_ -10 -- � '; PLAN &PROFILE ---- -- - ---- ----- --- STA. 37+00.00 TO 45+00.00 - ------ ----------- - --- - -- ---- -12 PROD. N0. AO6019-01 SCALE 18 SHOFEET 81 REV. 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 SHOWN B DRWG. N0. REVISIONS BONCONSKY TRUCKING TERMINAL 237 TYPE "A" STM. SWR. MH EXIST. 8" STA. 48+74.89' 44.17 LT. 1 39 STM. SWR. JUNCTION BOX SAN. SWR TC = 15.32 NFL = 7.39 I STA. 50+58.40, 44.17' LT. 41 " 100' B.L. LANDSCAPE S FL = 8.77 ( TC = 14.66 STA. 51+32.00, 38.67 LT. BUFFER & U.E. E FL = 11.57 N FL = 7.21, S FL = 7.94 TC = 14.41 1-- I EFL=7.21 WFL=10.69 EXIST 12" PVC OUTFALI_ STA, 50+98.39 EXPORT DRDR . TYPE "4" SAN. SWR, MH NO. 27 PROP. 6 24 RCP LF STM. FL = 11.90, TIE TO PROP. TYPE A MH. . STA. 50+98.39 POWELL STA 47+52.81, 52.50' LT. RIM EL = 15.98 N FL = 8.12 SWR. 38 TYPE "A" STM. SWR. MH PROP. 12" SDR 26 43 TYPE "C" STM. SWR. INLET STA. 50+04.40, 44.17- LT. TC = 14.87 PVC SAN. SWR. -SEE WEST POWELL ROAD PLAN & PROFILE SHEETS STA, 48+74.80, 38.67' LT. N FL = 7.26 117-1 EMPCo #3-8" & #7-8" PIPELINES TC = 15.31 WFL = 11.58 PROP. 42" RCP TYPE "A" STM. SWR. MH NO. 25 STA. 51 +32.00, 44.17' LT. TC = 14.42 N FL = 7.28, E FL = 10.68 PROP. 6 LF 24" RCP STM. SWR. TYPE "4" SAN. SWR. MH NO. 28 STA 51+42 81, 52.50- LT. RIM EL = 14.93 S FL =8.90 -EXIST. 8" SAN. SWR. (TO BE REMOVED) 50' B.L. LANDSCAPE BUFFER & U.E. STM. SWR. 10 - - - - - - - - - - - I O PROP. 0 P . 4 8 " RCP - - O EXIST DITCH EXIST ASPHALT _ _ STM. SWR. O + PROP. 24" RCP z z EXIST. WL d DRIVEWAY (TYP) +PROP. ROW STM. SWR. - - L to---------- _-_-�--_ ----- ----- - === = ------------------ - w---------- Q Q » PROP. DUAL _48" RCP _ - - - - RI) - EONC-- PV - -STM. SWR. - - - L11 m - W/6' CONC. CURB L!J NOTE 1: z o MINIMUM 18 FOOT LENGTH OF 150 _pp - ----�+pp---N�.pp•��-- 4B1 - _-"- '--56+�0 _ _ z PSI DUCTILE IRON PIPE SECTION J J OF SANITARY SEWER CENTERED = EXIST. SAN. SWR. MH PROP. DUAL 48" RCP -- EXIST. SAN. SWR. MH 4' PCC SIDEWALK = AT WATERLINE CROSSING. 4' PCC SIDEWALK EXISTING ASPHALT PVMT (TO BE REMOVED) BASELINE STM. SWR. (TO BE REMOVED) U U to (TO BE REMOVED) - - - Q �- - PROP. 12" C900 PVC WL - - SEE NOTE 1 - - ---- - --------1 0` (1)12"x45'BEND R.,CrC96fl PROP. 6" C900 (GREEN) PROP. ROW r.� (GREEN) PVC - - -PVC FORCE MAIN - - - - _ FORCE MAIN (4)-12"X 45- BENDS 241 TYPE "C" STM. SWR. MH STA. 45+74.80 STA. 48+74.80 STA. 45+ TEE 7.5' U.E. (1) 12"x6" TEE STA. 51+48.54, 37.00' RT. STM. SWR. JUNCTION BOX I o TC = 16.11 I (1) 6" G.V. & BOX (1) 6 G.V. &BOX + (1 ( FL = 7.26 (1) FIRE HYDRANT m (1) FIRE HYDRANT 101 TYPE "C" STM SWR INLET STA 50+26 24 in N 20 STA 46+53 01 18 PGL G�LEV 1B:77 PVI ELEV. 17 3 - 14 � PROP. - € -.._ 10 e P OP. 12" C900 1 -PROP. 475 LF 24" F IF VC WL PROP. 253 LF 12" STM. S R. ® 0.18% t I 4 SWR. ® 0.20% SLOPE \ -'-S A --- 45+8 oSlx 2 FL 7.61 c� N . ..- E -2 " 4 _ 6 ) - -s -10 -19 46+00 47+00 48+00 8.77 PROP. 73 LF I I STA. 49+95.12 (1) 12" X 45- BEND 24" RCP STM. (1) 8"x6" TEE (1) 8" X 12-TEE SWR. I ( ( I (1) 6" GV & BOX (2) 12" G.V. & BOX 1 FIRE HYDRANT () (1) 8" GV & BOX EXPORT DRIVE lk�PROP, g" C900 PVC WL (SEE SHEET 24) PROP. FILL, SEE "F LL NOTE" ON nt £ OVERAiUi 1t�--- �- / L .A. OUT" SHEET (SEE SHFFT 4) OR 1-Y PROP. 10 LF DUAL FPA EMENT SECTION.E48r RCP TM. SWR.SE SHT 14A)--0ok EXISTIN GROUND ALON PGL PROP. 130 L, a2" RCP STM. SWR. @ 0.107. SLOPE 1 PROP-1 " 900-- PVC WL PROP. 390 LF 12" -SOT;-Z67PV SAN SWF1,_ (a 0•onn SL OPE J w rn w F---- -- :: 49+00 �(D U) �w (n w 50+00 m r10 FA IC 40'.of'o >TM. _ SWR. @ 0.10% SLOPE- - ---- i -- ------ 1 51 +00 MARK DATE DESCRIPTION BY A OB/06 REVISED STATION HGS B 8/21 EXXON GAS LINES HATCHED & ADDED TO LEGEND HGS C 8/31 ADDED CENTERLINE STATION HGS D 8/31 CHANGED 18" RCP STM. SWR. TO 24" RCP STM. SWR. HGS NOTES: BM: ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATED AT THE INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 ADJUSTED. 100-YR FLOOD PLAIN: ACCORDING TO MAP NO. 48201CO945J OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR HARRIS COUNTY, DATED NOVEMBER 6, 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" DEFINED AS SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. FIRE HYDRANT NOTE: POWELL ROAD F.H. LOCATIONS SHOWN ON SHEET 35. PROFILE LEGEND: HGL - TOP OF WL TOP OF SAN. SWR. FORCEMAIN TOP & BOTTOM OF STM. SWR. EXISTING EXXON PIPELINES GRAPHIC SCALE O 20' 40' 80' 1"=40' HOR ;.. .. _ _ -.. .. GRAPHIC SCALE 0 2' 4' 8' 1 "=4' VER DESIGN DATE ....... ...... _. .. _.20 _.. DRAWN DATE CHECKED DATE >R0PP.-74--LF " RI� 18 'TM. SWR. @ 0. 0% SLOPE " PGL ELEV 15.05 APPROVED DATE SEAL AREA SEAL AREA RRQP-2€8- 8--RCP- - 16 STM. SWR. ®0 10% SLOPE 14 d�P� ..........F� +p 12u/-E 9 � 1 :.* ... ..... _.... ._... : *. i JASON ECKERT i 0 /77 _ J � PROP. 24 RCP / _10 STM. S NR. oll 6 04 J + Q sLL l GOLDSTON ENGINEERING INC. �! - 2 CORPUS CHRISTl HOUSTON W PORT CROSSING LAND, L.P. cn w -4 PORT CROSSING -8 LA PORTE, TEXAS POWELL ROAD -10 PLAN & PROFILE STA. 45+00.00 0 53+00.00 ------------------ -12 PROD. N0. A06019-01 SCALE 19 S EET 81 REV. 52+00 53+00 SHOWN p DRWG. NO. E a m 0 0 N od N a- 0 cn _ REVISIONS MARK DATE DESCRIPTION BY A 8/21 EXXON GAS LINES HATCHED HGS 247 TYPE "A" STM. SWR. MH Oil TYPE "C" STM. SWR. MH_ AND ADDED TO LEGEND A-5 STA. 54+00.00, 44.17' TC = 13.48 N FL = 9,56, S FL = PROP. 6 LF 24" RCP STM. SWR. 245 TYPE "C-2" STM. SWR. LT. STA. 57+00.00, 44.17' LT. TC = 14.53 7.56, E F = 9.56 S FL = 10.79, E FL = 10.79 1 -EXIST. 8" TYPE: 4" SAN SWR MH NO. 33 PROP. 6 LF 24" I ` WATER LINE STA 59+55.60, 5.70' LT RCP STM SWR I / RIM EL = 17.20 I / W FL = MATCH EXIST INLET 249 TYPE "C" STM. SWR. INLET f ��- B 08/37 CHANGED STORM SEWER LEAD SIZE HGS NOTES: O 50' B.L. LANDSCAPE BUFFER & U.E. - - - - - - STA. 54+00.00, 38.67' LT. STA. 57+00.00, 38.67' LT. I TC = 13.47 STA. 55+42.87 TC = 14.52 ( W FL = 9.57 (1) 8"X8" TS&V W FL = 10.30 STA. 50+07.41 (1) 8"X12" REDUCER I PROP. 8" PLUG „ g�C.l AMP - _ _ TYPE: 4 SAN SWR MH N0. 34 I 8"FL - 9.70 STA-55$+/53r6, 3T5�LT- - - - PROP. 24 RCP RIM EL = 17.20 I - - - - - _ _ STM. SWR. EXIST 8" WL8"FL= 8.51 - - - _ - - - - - - - - - CURB TERMINATION TO 2" IN 10' - - - - - - - - - - - 6" - - - - _ - - - - - - - - - - - - - ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATED AT THE INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 ADJUSTED. 10 0 - Y R FLOOD PLAIN +. PROP. 48" RCP STM. SWR. z r w- - _w w_ _ "' - (n' ItQI EMPCo #3-8" & fts EXIST. 8" 7 8 - PIPELINES WATER' LINE I _ - _ ___ - I- - - ... -" _" -- - ` cF cnrE _ GATE _- -- - - - - - - ---CF ��- _C -- - -GRA L' I - - - -- - - - - - ACCORDING TO MAP NO. 48201CO945J OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR HARRIS COUNTY, DATED NOVEMBER 6, 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" DEFINED AS SPECIAL FLOOD HAZARD AREAS INUNDATED BY Ld z - a _ _ _ _ _ PROP. 93 LF 8" SDR' 26 PVC SAN._ _ _ SWR. 0.33% SLOPE -5bFUvuu - -- - _ _ _ PROP. 8" C900 PROP. 95 LF 8" c� 3 - PVC WATER _ ap.g' £6;"C-PV o _ _ SDR 26 PVC SAN. _ _ LINE "cmr�- Srt]RRWR. ®0.33% SLOP N SAO _ _ - - - - op _ T!QIG 1204IF11I ROAn - - (TO REtvIAIN) _ 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. C) I- I - EXISTING SAN. SWR. MH b (TO BE REMOVED) - - - - :-- -- ---"-- --- 13.5 PROP. 8 SDR 26 MIN CLR PVC SAN SWR _ _ _ - - - - 4' PCC SIDEWALK EXISTIP� SAI�PSWR. MH (TO BE REMOVED) 1 - - - - - - - - - - OP-T2""Cz300---------_ PROP. 8 SDR 26 OR- PV �7.5' U.E. WATER LINE PVC SAN. SWR. SDR 26 PVC SAN. SWR. U EXISTING SWALE TO BE 0 RE -GRADED (SEE SHEET 9A) z -W - - FIRE HYDRANT NOTE: POWELL ROAD F.H. LOCATIONS SHOWN ON SHEET 35. PROFILE LEGEND: - - TOP OF WL +- TOP OF SAN. SWR. - 25' B.L. TYPE "F" SAN SWR MH NO. 29 STA. 54+21.60 STA. 53+28.00 47.00' RT (1) 12"x6" TEE RIM EL = 15.�0 (1) 6" G.V. & BOX N FL = 10.0, S FL = 12.33 (1) FIRE HYDRANT PROP. 6" C900 (GREEN) PVC FORCEMAIN - - - - - - - - - - - - - - - - - - - - - - - - STA. 55+42.87 (1) 12„ X12' TEE STA 57+21.60 (2) 12" GV &BOX (1) 12"x6" TEE TYPE: 4" SAN SWR MH NO. 31 TYPE: 4" SAN SWR MH N0. 30 (1) 6" GV & BOX STA 58+75.60, 42.50 RT (1) 2" BLOW -OFF STA 4" 41 SWR N (1) FIRE HYDRANT RIM EL = 16.92 (1) 12"PLUG RIM EL = 15.75 N FL = 8.20 STA 59+40.40 N FL = 9.41 (1) 12"x6" TEE N S4WROMOHRNO. 32 (1) FIRE HYDRANT POWELL ROAD STA 4" SAN NOTE: 1. FOR INTERSECTION TIE-IN DETAILS, SEE SHEET 64. 2. FOR TRANSITION DETAILS, SEE SHEET 63D. 3. FOR CONSTRUCTION SEQUENCING SEE TRAFFIC CONTROL SHEETS. s FORCEMAIN TOP &BOTTOM OF + STM. SWR. EXISTING EXXON PIPELINES RIM EL = 17.20 W FL = 7.93 20 PROP FILL, SEE "FILL. FILL -EAY@ " (FOR NOTE" ON "OVERALL TYPICAL PAVEMENT STA 59+•92.95 6N- WY \ 20 DESIGN DATE -C-0f TIE TO EISTiR E LV.kx) 10.o DRAWN DATEPGL. 18 / EE SNT T4A) --- - -- --- ------ -- -- ---- - - 18 CHECKED DATE APPROVED DATE 16 10 6 ¢ 2 _ - ... _2_ PGL ELEV 15.05 PROP. 6" C9 PROP. n r... ``�rtt�Iv� rvC FORCEMAIN 0 CT'A FA i lily JIII VTTVV: PVI ELEV. 1 r-PROP !1 � V .70 STM. 300 LF 24" R SWR. Q 41% P - LOPE :ROP. 1 LC- PROP .R" ronn PVC W 13 --- C - - ,C o --__-; -'- -- +SILO 'io--N� rpnnF (1.3.-% -R ....._ _'- ,_ JI w� O W O , 0)�S 1 c�z NNW --_ -- / / / SDR cal -- - -- / E ✓ / %� / PIFELINES FL- 26 PVC SAN. 0.33% SLOPE ---- ----..-._------- (STING GROUND �/ ). - - _ WR. - Elm F ALONG PGL S i ---- // - - i LF o^^" I PVC SAN. SWR. % SLOPE 0I� tOl� at+)� >� - _ _ .. ._ - _ _.. _ 16 14 _ 12 88 6 _. ¢ _2 SEAL AREA SEAL AREA .�.E:.�.R.T .��..z �f...._2__.J.b�.SASf._iO�.._CNm_E..A.ECK 7777 - _ - .. PRO WR. I 56 STM. SWR. ® _. 0 -1 Olt' p C? � dinl� ¢ 5)v7W V 9.56 L c S..R " Rf; S 0.10% SLOPE - � ..;_. PF;OP..8" SDR 26 P AN: SWi - � ... -- I. C 26 PVC SAN. nin . (%--0.33% LOPE ii �1 r :OIL '. �i 07 Lolu) Qz ...- .... Ino RCP STM. INV. � flROP. o oDR 26 @ -0.3 InC .. _ ( n M O r7 .- �- v GOLDSTON ENGINEERING INC.Q CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. -4 _ _ -4 PORT CROSSING _g -6 LA PORTE, TEXAS POWELL ROAD -- -- -- -- -- -- - - ------ -10 _ _' _ _ -10 PLAN & PROFILE STA. 53+00.00 TO END ---- - --- -- -- ---- -12 -12 PROD. NO. A06019-01 SCALE SHEET 19A 81 REV. 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61 +00 62+00 SHOWN OF 0 DRWG. N0. MARK I DATE REVISIONS DESCRIPTION IFYIIIIIIIIII 1 McCABE ROAD (80' ROW) CE EXISTING DITCH N EXIST ASPHALT DRIVE MATCH EXISTING FLOW LINE OF SWALE @ EL = 9.30 —/ I BEGIN CONSTRUCTION, TIE TO EXIST. McCABE ROAD. MATCH ELEV 12.99(t) N 99,605.54 E 28,177.76 MATCH EXISTING FLOW LINE OF SWALE ® EL = 9.18 — MATCH EXIST — PVMT ELEV. NOTE: I FOR TIE—IN DETAILS I SEE SHEET 63D CE McCABE ROAD C EXISTING DITCH EXXON MOBIL CORP PROPERTY EXIST. PROPERTY LINE MATCH EXIST ' PVMT ELEV. /_R=30'-------------------- SAFETY END TREATMENTS /- W FL = 9.33 PROP. 54 LF DUAL 24" RCP 50' B.L., LANDSCAPE BUFFER & U.E. O PROP. 2" HMAC 0 W/ 10" BASE + _ P B 0 P- _ - P \I. I � E E DFg — — — — — — — — — — — — — — — — — — — — — — — a BASE LINE m 2+00 3+00 1 4+00 N 03'00'40" W 5+00 PROP 10" CONC PVMT 6+00 7+00 8+00 9+ + 700.00 ~ WITH GONG CURBS PROPOSED 24 6 LF ~ PROP. 6 LF 24" M ' RCP STM. SEWER to RCP S SWR. I W rW z 7�FUTURE PE"C-1" STM S NLET PROP. 527 LF 24" RCP STM. SWR.25' B.L.0 STA. 1+50.90, 20.8'RT. 5' UE. TQ.= — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FUTURE 12" WL (BY OTHERS) FUTURE FIRE HYDRANT 305TYPE "C-2" STM SWR INLETPROP. 273 LF 24" RCP STM. SWR. TYPE"C" STM SWR MH (BY OTHERS) STA 6+76.88, 20.8'RT. STA. 1+50.00, 26.5 RT TC = 12.65' TC=12.82' EFL=7.93N FL = 8.26, W FL = 8.26 FUTURE FIRE HYDRANT IFIRE HYDRANT 307TYPE "C" STM SWR MH (BY OTHERS) I I (BY OTHERS) STA 6+76.88, 26.5'RT. II TC = 12.66' SAFETY END TREATMENTS N FL = 7,21, W FL = 7.92 E FL = 9.15 '�-25'�� E. POWELL ROAD McCABE ROAD (80) ROW) I STA 1 +0 0.00 8R-TYP C-A P,4VEM1 — - --- -- — TIE TO E IST, ,RDWY EDG "OVERAI I f UT Fr, FILL " AYOI IT � S CTIONS SEE SHEET 14AI 9(lSf SHEET. (SEE SHEET 4) STA 3+91.17 PVI ELEV. 14.01 14 �. E 0.35% �, l-HGL GRADE / /! i ,� / j ' j / / / GRADE 12 7/7x// i /, i / / " / /_/ : ;7/7 //ice/T- / ,i / �ii /, / 7,,// / 'i/�:. • ��: RCP CULVER S 10 vwv (SIZE'OL GRA E TO BE CONFI MED 77 8.. _ _ Pp 01 24 t. RCP STM. SWR. s .. PROP.. 527 LF 24" R('.P _. STM. SWR ® 0.20% SLOP i o� . Lono 0 r~ncnw -2 -4 _ —8 —10 _ —12 —14 —16 —18 1+00 2+00 3+00 4+00 5+00 NOTES: BM: ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATED AT THE INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 ADJUSTED. I � • _ dui 11>�[I�)r ACCORDING TO MAP NO. 48201CO945J OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR HARRIS COUNTY, DATED NOVEMBER 6, 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" DEFINED AS SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. EXIST. GROUND ALONG PGL - 14 DESIGN PGL ELEV 13.28 / STA 6476.88 19.r)n GRADE +0.35% DRAWN �/ / / / 12 CHECKED 777 i/, 1/%//, / APPROVED SWI INV. 7.92 10 SEAL AREA A .. v 1 � 6 PROP. 273 LF 2'." RCP— _ SI . . P t 4 — - 2 rl 1� N to � . .. IN W -2 -4 -6 6+00 PROFILE LEGEND: HGL TOP OF WL TOP OF SAN. SWR. FORCEMAIN TOP & BOTTOM OF STM. SWR. GRAPHIC SCALE 0 20' 40' 80' 1 "=40' HOR GRAPHIC SCALE O 2' 4' 8' 1 "=4' VER mmmmmmmmw DATE DATE DATE DATE SEAL AREA ��Pq6 OF i JASON ECKERT 94993 ,10�' _26~ GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS POWELL ROAD I I I I � I I PLAN &PROFILE 9+00 STA. 1 +00 TO 9+00 PROD. N0, A06019-01 SCALE 2O S p ET 81 REV. SHOWN 0 DRWG. N0. REVISIONS MARK DATE DESCRIPTION BY \ \ \ \ CE EXIST. ROAD TO BE REMOVED-- \ \ EXIST. DITCH I I EXIST. DITCH \ \ \ \ NOTES: EXIST.ASPHALT \ \ \ \ 30' EXXOIV PVPAT. BM: EASEMENT (iC BE REMOVED) \ \ � TYPE "4" SAN SWR MH NO. 23 \ i 0 ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN STA 9+91.20, 24.1' LT. \ \ REFERENCE MARKER N0. 010295 LOCATED AT THE \ G TYPE 4 SAN SWR MH N0. 22 RIM ELEV=15.54' SEE WEST POWELL ROAD -�- INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH PROP. 61 LF 8 SDR 26 N FL = 2.23 \ \ STA 13+91,20, 24.1 LT. PVC ®0.33% TUB OUT I I PLAN & PROFILE SHEETS A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 \ i RIM ELEV=16.87 r (� ADJUSTED. Q l & PLUG \ / \ N FL = 0.93 STA 15+64.02 -f- SEE WEST POWELL ROAD \ - \ 100-YR FLOOD PLAIN: l 0) PLAN & PROFILE SHEETS \ \ 50 EXXON CLAMP 12 PLUG & Q \ \ - \ \ - - I EASEMENT CLAMP Q - - - - - - - - - - - - - - T- \ ACCORDING M MAP N0. 48C0945J OF THE FEDERAL 'T EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE Lv RATE MAPS FOR HARRIS COUNTY, DATED NOVEMBER 6, V) z - - - - - - _ - 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE 4 " t- J DEFINED AS SPECIAL FLOOD HAZARD AREAS INUNDATED W 50' B.L., LANDSCAPE EMPCo #3-8" & PROP. 48" RCP PROP. 400 LF 8" SDR 26 \ \ ROP. 400 LF 8" SDR BY 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS Z BUFFER & U.E. STM. SWR. PVC SAN. SWR. \ 26 PVC SAN. SWR. \ #7-8" PIPELINES U DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS \- - _ _ - - - - - PROTECTED BY LEVEES FROM 100-YEAR FLOOD. O 12+00 " 13+00 m 14+00 1 00 16+00 17- lo0 10+00 11+00 N 03'00'40 W ROP 10 CONC PVMT I ROP. 97 L. -- -- --J 800.00' W/ 6" CONC CURB i� -30" RCP STM. SWR. PROP. 6 LF 24" RCP PROP. 300 LF 24 o r) PROP. 300 LF 24" - STM. WR. /" RCP STM. SWR. RCP STM. SWR. PROFILE LEGEND: °it t- - -- o------ - ---- _ _ - _ ---- _ - _ _-_ _ - -- - -- CL EXIST ROAD TOP OF SAN SWR ° HGL PROP 6 LF 24" E TOP OF WL FUTURE FH FUTURE 12" %` PROP. 6 LF 24" RCP STM. SWR.1// l' U OTHERS) WL (BY OTHERS) RCP STM. SWR. '_(-------- - - - -_-- - -- - -f STA• "x6" EE FORCEMAIN BOTTOM OF START NEW 12" WL STA 13+33.60 /15+6 J02 (1) 12x6 TEESTA 11+54.80 5 U.E. (1) 2'x6" TEE 3 7 TYPE "C STM SWR INLE12 T E (1) 6 GV & BOXSTM. SWR. 1 6" GV &BOX STA. 15+50.00, 20.8 R12" G/� & O (1) FIRE HYDRANT EXISTING EXXON (1) JOINT OF 12" PIPE () TC = 15.69III311 TYPE"C" STM SWR MH (1) 2° B.O.V. 31 TYPE'C" STM SWR MH (1) FIRE HYDRANT E FL = 10.96 ' I PIPELINES STA. 9+50.00, 26.4 RT. (1) 12" GV & BOX STA. 12+50.01, 26.4 RT.TC = 13.60(1) 12" PLUG & CLAMP TC = 14.65 c 319 TYPE "C" STM SWR M ' QNNFL = 6.66, W FL = 8.87 25 B.L., N FL = 6.06, W FL = 9.91 OUTLET ELEV 2.65 STA. 15+50.00, 26.4 j0. �3 TYPE"C" STM SWR INLET �TC = 15.70a0rYPE"C" STM SWR INLET STA. 12+50.01, 20.8 RT N FL = 4.96, W FL 10.9ESMT HCFCD UNIT STA. 9+50.00, 20.8 RT TC = 14.64 ✓� S FL= 5.46 H.C.F.C.D. OUTFACE TC = 13.59 E FL = 9.92 a CEXIST.ITCHSTRUCTURE SEE SHT 69E FL = 8.88 aTAOYLOR BAYOU(SE()POE 1 100�(TOEBEHABANDONED) v V n � l 0 GRAPHIC SCALE a O 20' 40' 80, 1"=40' HOR - GRAPHIC SCALE a O 2' 4' 8' P- RL-6-S " -NO-T " N 1 "=4' VER w vL (FOR PIC"L Pr crvEidT "OVERALL CUT & FILL" LAYOU SHEET. SEE SHEET 4 PGL ELEV 16.08 - C710N:'i SF� _ ( ) DESIGN DATE o ROP- / GRA E +0 3`"i% DRAWN DATE _ _ S SWR. _ u STM. a _. _ _ INV. 8.137 HGL -EXIST. GROUND / / >/ 1 n� PGL ELEV 13.28 H� // - - /-i / /�� / / �% P)PELIN=.S (.2) CHECKED DATE GRADE 0.35%_ / / /// /// /�/., �� /� / / . /> / /, ,/, ! / / /„ ///A41IT07 I 4 APPROVED DATE 7 awp�, EAL AREA EAL AREAz //' /14 i 1'GP / Sz 12 / / ' // i /, /�// _ f ./ //1/, / a /////. , , / // ! I d / "jjil 1 0.56% SLOPE - 12 S / o „ __ ..��' vl----------- --- OF .. W PVC ( 10 r��p�E..........F�y'S±��1 \ - ot __ - - CD\/(` \\ 11 I 1 �.I�. ii. /' _ _ - p_ A«* ........-.....__..:.*.I ... ` . -.-.. * JASON ECKERT y _ _ ui h I . RCP STM. SWR. _(d .,_INV._6.39 1�4 's. •..E........ l 0 6 I - _ _ , 0.20 SLOPE I 4��'�O::: o J _ ( _ 4 (o'. . . S M. SWR. ®0.2 %SLOPE 3a 4 _ J STM. SVJR. ®0.20% SLOPE INV 4. 6� - ; INV 2.4 •PRO . 8 SDIR 26 P C 0 _ �_ _ I I (2) NEW 60" CP 0 2 2 oco AT 0.20% SLO E J + m W 0 0 F F II- J PROP. 400 LF 8" SDR 26 01, _ W W "�-ti^."� o - I PROP. �E00 LF SDR ?6 PVC SAN. o 2 o -0.33% SL PE oI� SmD '@' _n xz cl Qoc o gy m STA 1 +00- - -i- 1 ~6 a -2 .... -PR^P. 273- LF 24" I.. _... 0 SIN INV. 6,09 Q SD 26 PVC STM. I= - --- - ._. _..--+ -- - - I �' 1 -- 4 _4 s R. ®o.:zo% N N Q W I GOLDSTON ENGINEERING INC. - E 1 a o� ro rn v �.J.----------- ------ --------- - - - �° CORPUS CHRISTI HOUSTON ^ { c� J ----- --- tnI In w , � v) c� -g v -6 ajQ ip (D V) N PORT CROSSING LAND, L.P. o N N ,o - -s _ -8 PORT CROSSING Colin W , -10 -10 -12 LA PORTE, TEXAS -12 POWELL ROAD ----- - - - - -14 PLAN & PROFILE o -14 STA. 9+00 TO 17+00 1- - - SCALE SHEET REV. o -16 PROD. NO. A06019-01 21 OF 81 -16 ..---- - - - -- a 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 SHOWN 0 < DRWG. N0. U Y ROAD PGL CURVE DATA - CURVE 3 RADIUS LENGTH TANGENT I DELTA ILONG CHORD 200.00' 163.38' 86.56' 46'48'20" RT 1 158,88' STATION NORTHING EASTING PI STA 23+84.30 101,990.94 28,052.67 PC STA 23+02.61 101,904.50 28,057.21 PT STA 24+65.99 102,053.42 28,112.57 w d ¢w TYPE; 4 SAN. SWR. MH NO, 21 0 STA 17+91.21, 24.1' LT. z RIM EL = 16.02 -a' Of N FL = -0.39 U- m m O O - - - - - - - - - - - - - - - - - - - PROP. 8" SDR 26 EMPCo #3-8" - Q PVC SAN. SWR. & #7-8" Zo z + PIPELINES X s EX. 9CG _.. _ �- w oo _ f _ 18+00 - - 19+00 ROP. 10" CONC. PVMT. 20+00 -- - - ,o LJ _j = PR OP. ROW - - - - - - - - PROP. 12" C900 STA. 19+10.00 - - PVC W L - - (1 6 " x G V & EB O X Q 25' B.L.-7 (1) FIRE HYDRANT 5' U.E. ®9 TYPE "C" STM. SWR. INLET PROP. 371 LF. 24' RCP STA.20+25.00, 20.67' RT. TC = 15.89 STM. SWR. FL = 11.13 I 33 TYPE "C" STM. SWR. MH PROPERTY ROW STA, 20+25.00, 26.41' RT. TC = 15.90 S FL = 8.47, N FL = 9.80 I W FL = 11.12 035 TYPE "C" STM. SWR. MH STA. 26+52.82, 69.96' LT. TYPE:4 SAN. SWR. MH NO. 20 TC = 15.16 SEE WEST POWELL ROAD STA 21+91.20, 24.1' LT. FL = 6.25 PLAN & PROFILE SHEETS RIM EL = 14.75 N FL = -1.95 �STA 20+59.60 TYPE: 4 SAN. SWR. MH NO. 19 (1) 12" PLUG & STA 24+40.78, 24.1' LT. CLAMP RIM EL = 15.34 - - - - - - - - - - - - - S FL = -2.94 - - - - - - - - - - & PGL POWELL ROAD � PROP. 8" SDR 26 PROP � / PROP. 12" SDR E EXIST ROAD PROP. ROW PVC SAN. SWR. VC SAN. SWR. T0._BE REMOVED CURVE 3 LIFT T STATION SEE SHEET 41) / _PROP.215LF18"RCP STM. SWR. 21+00 N 03-00*40" W 22+00 23+00 - ��., 2Rx2 E l� DITCH �- STA. 22+10.00 12_'x6" TEE - - - - - -() (1) 6" GV & BOX (1) FIRE HYDRANT 20+59.60 33 TYPE "C" STM. SWR. INLET (1) 12" TEE STA 22+40.00, 20,67 RT. VSTA (1) 12" GV & TC = 15.18 BOX FL = 10.37 PROP. 6 LF 24" ®TYPE "C" STM. SWR. MH RCP STM. SWR. STA. 22+40.00, 26.41' RT. TC = 15.19 FL = 10.36 PGL FO ( TYPICA L PAVEMENT SECTI-Sl=( DNS-SEE E -- ---- - 18 _ .__ PGL ELEV 1608 -'. STA H PVI E u+09.6 J LEV. 16.47 _.. _ 16 r . /To 7 c 14 EXIS PIPE . 8" EXXON INES (z) PROP. 371 LF 'SWR. 24" RCP __ -EXIST.R u1vG ALONG P .L. STM. Q 0,56% SLOPE- 12 _ir /, / ;r� 1 V. 19_ o O rj _ olm Ib a 4 _ wl CLEAR. (TYP.) - -PRvP 12' _ .. <I J cn�cn w C900 PVC WL 2_ I -2 - I STA 17+DV _pnP INV. 0.09 0 SDR 2 PVC. -4 SAN. SWR. ® -0 43% SLOPE I _ -8 NIA +� -10 �I 17+00 18+00 19+00 20+00 HGL LF 24T RCP SWR_ ® 0_26% SL Ill ;i 112°M1N. I I� 22+00 - - - -T-2, '\\ PROP. 6 LF 24" `� \ RCP STM. SWR. STA 24+42.61, 22.33- RT. TC = 14.51 FL = 9.85 PROP. 41 LF 18"- RCP STM. SWR. TYPE "C" STM. SWR. _ MH / STA. 24+67.21, 53.78' RT. TC = 14.59 SFL=6.05, WFL= 9.77 �0x0 0 2s / o° WHARTON-WEEMS ROAD SEE SHEET 16 p 1- --- Iy LW 1 W PROP. 68 LF -I = RCP STM. SWR. (yJ U) 0o PROP. 6" C900 � ek LL) PVC FORCEMAI 0 w i / �) i 7.5' U.E. / 25' B.L. PROP 88 LF 12" SDR 26 PVC SAN. SWR. C STA. 25+28.88 POWELL ROAD MARK I DATE REVISIONS DESCRIPTION BY I ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATED AT THE INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 ADJUSTED. 100-YR FLOOD PLAIN: ACCORDING TO MAP NO. 48201CO945J OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR HARRIS COUNTY, DATED NOVEMBER 6, 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" DEFINED AS SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. PROFILE LEGEND: HGL TOP OF WL TOP OF SAN. SWR. FORCEMAIN TOP & BOTTOM OF STM. SWR. EXISTING EXXON PIPELINES GRAPHIC SCALE PROP. -FIi� "FELL (TOTE" N -STA 2 t 1 "=40' HOR O 20' 40' 80' OVER;;LL GUT &FILLLAYOU L.V. 1. SHEET. • SEE SHEET 4TEE TO PROP. JUIiARTO GRAPHIC SCALE --(- � �W€EM - D-W-Y-E:DGE --- O 2' 4' s' 16 1"=4' VER EXIST. 8" EXXON _ /�'i, DESIGN DATE r// ��-r _. _.. .. 14 DRAWN DATE CHECKED DATE INV 9.712 � r yr i • • 'Lzj APPROVED DATE PROP. 39 LF 4 CR CR P 10 SEAL AREA SEAL AREA .STM... - SWR �. :LD/O r _. - .._.. ... _.. ✓V SLOPE 8 +o�E OF 12" MI PROP 1.2" C90C CLEAR... I g PVC WL (�/p•) JASON ECKERT _ �(��;:: 944993 .... PROP. 12" C900 4 �'Oo�'• <�cENSEo: /� PVC SAN: S R. ® -0.43% LOPE 23+00 24+00 PVC WL il��S/ONAL 6p�. (0 t 2 �� l c" Hi� J .PROP. 88" SDR 20.. .. _ _.. 0. - U) (n w PVC SAN SWR. 2 -4 I -6 GOLDSTON ENGINEERING INC. ODDI= CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. Nita I _ PORT CROSSING LA PORTE, TEXAS -- --- POWELL ROAD PLAN & PROFILE -- TA. 17+00 TO 26+50 25+00 PROJ. No. A06019-01 SCALE 22 SHEET REV. OF 81 SHOWN DRWG. N0. STATE HIGHWAY 146 (ROW 342$) NOTE: LINEEPSEE SHEET 24D I 75' D.E. EXISTING PVMT / - I ( 1. FOR INTERSECTION TIE-IN DETAILS, 1- - SEE PAVEMENT DETAIL SHEETS. 1 f1110 / I FUTURE WL I 2. FOR GEOMETRIC DETAILS, SEE EXTEND BOX CULVERT 5' PASSED NEW ROW. ADD / I (BY OTHERS)I SHEET 63C. RIP -RAP AS REQ D PER 1 I DETAIL (TYP) / I STA 34+73.92, 123.72 LT. I i / ; I RELOCATE EXIST. INLET, TIE 203TYPE "C" STM. SWR. MH 207 TYPE "C" STM. SWR. MH I (1) 12" PLUG & CLAMP { TO EXIST. STORM DRAIN. (1) 2" BOV &BOX - � I { LF7 +85.54, 26.67' LT. STA. 38+15.00, 26.67' LT. IC.59 TC = 14.08 I / EXIST. ROW { 61 W FL = 7,01, N FL = 9.34 i I I CONTRACTOR TO INSTALL ?� Imo/-5' U.E. I "C" STM. SWR. INLET 20 TYPE "C" STM. SWR. INLET I STA. 35+15.00, 20.67' LT. PLUG AND BOV NO CLOSER { m 39 12+58.54, 20.67 LT. TC = 14.07 6' THAN 3.5 FEET TO BACK FL - 9.35 OF C RB m PROP I o 7.62- EXISTING INLET C900PVCL`n25 B.L. C WL ��•--------------------------------„PROP. 6 LF R.z PROP. 230 LF 24 PROP. ROW RCP STM. SWR.r RCPSTM. SWR. - -_-- -- _ _EXI TING INLET, REMOVEAN RELOCATE INLET. / N '� R. RE LACE WITH MH, TC TO x PROP. 6 LF 24" PROP. 118 LF 24" °>s1oo RCP STM. SWR. BE LUSH WITH w 36+0o m 37+0o ROP. 10" CONC. PVMT. 3s+o_ ° RCP STM. SWR. 3s+oo PA EMENT. 6" CONC. CURBS C) M 3: 0 Q R. V1 J151 ------- - PROP.ROWSTA 4+73.87 JPROP. 8" �5' U.E.BEGI CONSTRUCTION, TIE dq- \ /� C900 PVC WL TO E IST. SH 146 EDGE. `�N 10 719.16/E 2 ,561.96 / / ( 25' B.L. STA. 37+69.27 TYPE"4" SAN. SWR. MH NO. 6' a- p I I (1) 8'x6 TEE STA. 38+91.60, 47'RT. RIM EL = 15.32 { ° (1) FIRE HYDRAN FL = 2.88 ° CO TRACTOR TO INSTALL ' I I (1) 8" 90' BENDS VALVES NO CLOSER THAN I (1) 8" 45' ENDS PROP 7 LF 8" SDR 26 3. FEET TO BACK OF ( 5 U.E. STUB OUT OF MH TO I r / ( (1) 8 22S' BENDS CURB i � I " { (1) 12"x8' E B.L. & U.E. AND CAP I 0) 12 x6 TEE END OF PIPE, FL = 2.90 (1� 1(1) 6" GV & BOX (2) 112"GGV &BBOX FUTURE SAN. SWR. /I 1(1) FIRE HYDRANT (BY OTHERS) I i EXISTING PVMT 1(1) 12" PLUG & ( 50 B.L. I if - Z �. I CLAMP I STATE HIGHWAY 146 (ROW 342s) EXPORT DRIVE 1 0 20 D N 16 .-CVICT non] Inln ni nNG nGi _. n I(`/I DA VC IC�IT 16 _ STA 34 , 73.87, -. nr_I ��0,. Tw ,. vim. , ., ,vriC i nvL ,un , BEGIN CONSTRUCTION, SECTIONS SEE SHEET 14 i TIE TO E XIST. PAVEMENTEDGE GRADE +0 6 % z _ 0 Q 12 _ r-HGL POP. 24'''-1 _j RCP STM. SWR. n � 10 POP. 24" J1NLJYYR-. _ - - I Q 6 oI u PROPOSED 8' WL - r, ...... .. �-PR P. 230. LF _. I �, (4) o N m R a VERTICAL BENDS z 4 t° u`)i -1 ® .26% SLOPE -- /: + z.4 INV 6,71. TIE T _ , PROP. 12'x 4' BC _ _ � cJ 0 2 _ �h PROP. 113 LF 24" RCP -� ¢ �q" 0 0 cn rn w 00 L.F. PROP „ o _ _. _ _ _ DR 26 PVC SAN. - R:� 6:33 . -2 N LOPE ° 75' D.E. JOINT I PIPE & FI 0 4 _ „" .. ._ ..... C \J 1 °O co .�, +,'S� N cV Oi -6.. .. .. ..:. _. .... Mom: LJi.J a Z (n < o4 CO 0 -8 V) -10 Q -12 - Y1 34+00 35+00 36+00 37+00 38+00 39+00 J- --PROP. CONC PILOT CHANNEL (SEE SHEET 28) INV. 6.00 OD STM. SWR. JUNCTION BOX STA. 42+24.10, 32.44' LT. 275 STM. SWR. JUNCTION BOX TC = 14.84 STA. 39+81.11, 32.50' LT. W FL = 6.28, N FL = 10.06 TC = 15.16 FL = 6.04 269 TYPE "C-2" STM. SWR. INLET STA. 42+24.10, 20.67' LT. PROP 102 LF 8" SDR TC = 14.83 26 PVC SAN. SWR. FL = 10.07 STUB OUT OF M.H. TO B L & U E AND CAP FL OF PIPE , 25' B.L. PROP. 5,0 LF OO 1- ___ 15 U.E.------------- -- DUAL 48 RCP - - - -STM- •SWR•.F - + PROP. 243 LF DUAL 48" - PR.QP- 24" RCP_ STM. SWR. 5 LF d PROP. 32 LF DUAL 48" RCP STM. SWR. - f- V) 40+00 �� 41+00 S 86'5_9'04" W 42+00 O 43 w 12'x4' �-CE z & BASELINE\ J -��-----,r-- 4'-� -- - - - - F' -------------- -- PROP. 8 C900 PVC W1 T�' -5' U.E. Q T-PROP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 LF 8" SDR 26 STA. 40+86.68 ---PVC STUB OUT OF MHTO B.L. & U.E. AND CAP (1) 8 x6 TEE END OF PIPE, FL =6.48 (1) 6 GV &BOX 25' B.L.(1) FIRE HYDRANT"4" SAN. SWR. MH NO. 16 STA. 39+91.60, 47.14' RT. RIM EL = 15.98 FL = 3.21 ( I 1----- PROP. CONC PILOT LCHANNEL (SEE SHEET 28) MARK I DATE NOTES: BM: REVISIONS DESCRIPTION �1 ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATED AT THE INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 ADJUSTED. 100-YR FLOOD PLAIN: ACCORDING TO MAP NO. 48201CO945J OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR HARRIS COUNTY, DATED NOVEMBER 6, 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" DEFINED AS SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. PROFILE LEGEND: -•-•-•- HGL TOP OF WL 1------- TOP OF SAN. SWR. FORCEMAIN TOP & BOTTOM OF STM. SWR. GRAPHIC SCALE O 20' 40' 80, - --- 1"=40' HOR GRAPHIC SCALE _ 0 24' 8' 1 "=4' VER -- -PR6 1L� SEA DESIGN DATE i -NOTE' ON "OVERALL UT 20 DRAWN DATE & FIL LAYOUT" SHEET 18 CHECKED DATE APPROVED DATE PGL-ELEV PVI ELEV. 15.36 STA 42 _ 24.1- _ 16 SEAL AREA SEAL AREA GRACE -0.3 % PVI ELEV. 14.70 , �"Cw/`�."- / p' �P........ 19' X4 12 A0.1 l) - V PROP. 2.7 0.0HGL * f ..__...._J_A...S._ON..E..C.._K_E...R._T T_....__..., PRO1. 50 LF DUAL RCP STM. SWR. col olx w MISV) �1 •I',2�ro rn(n04 rnl".. M _. n U) d L (n 00 . . 40+00 94993 10 ` - PROPOSED 8" I o v wL 6 7 ¢ PR P. 243 LF DUA 48" RCP PROP. 570 L DUAL 4 =" S I. S)WR. @ ^v. i 0i -SLOPE r , 4W! RCP STM. SWR. ®0.10 SLOPE 4-1 o:i00 NON. �tD 0 _ U) (nW GOLDSTON ENGINEERING INC. -2 CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. - -- -4 PORT CROSSING -6. _ -8 LA PORTE, TEXAS PROP. EXPORT DRIVE . -10 PLAN & PROFILE STA. 4+73. 0 3+00.00 -12 PROD. NO. A06019-01 SCALE 23 S of T 81 REV. 41+00 42+00 43+00 SHOWN 0 DRWG. NO. 0i REVISIONS MARK DATE DESCRIPTION BY A 8-31-06 MOVED STM SWR ARROW HGS POWELL ROAD (100' ROW) POWER POLES TO BE RELOCATED N (BY OTHERS) EXIST pITC SEE SHEET 65 HANDICAP RAMPS I I III I I 1 1 I ( I I I 26 STM. SWR. JUNCTION BOX 63 STM. SWR. JUNCTION BOX I I I I NOTES: STA. 47+95.53, 32.29 LTL STA. 50+41.27, 32.23 LT. TC = 14.84 TC = 15.70 BM: WFL=6.85,N FL=10.W FL = 7.10, NFL= 7.10 1 1 ( ( I � EXIST DITCH ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATED AT THE 65 TYPE "C-2" STM. SWR. INLEPROP. 24" RCP STM. SWR. 5 LF I I EXIST 12" PVC INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH m _ A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 STA. 47+95.53, 20.67 LT.261 TYPE "C"STM. SWR. INLET I ADJUSTED. TC = 14.83 FL = 10.07 STA. 50+41.27, 20.67 LT. I I I ` ( I 100-YR FLOOD PLAIN: TC = 15.69 O 25' B.L.. FL = 7.11 I E R 0 W DUAL SWR. RCP ACCORDING TO MAP NO. 48201CO945J OF THE FEDERAL O _ _ _ 15' U.E. _ STM. SWR. EMERGENCY MANAGEMENT AGENCYS FLOOD INSURANCE + DUAL 48" RCP _ PROP 24" RCP STM. SWR..S LF RATE MAPS FOR HARRIS COUNTY, DATED NOVEMBER 6, STM. SWR. PROP. ROWDUAL 48 RCP STM. SWR. 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" DEFINED AS SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS = o = PROP. 73 LF 24" RCP STM. SWR. yd� I DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS STA. 50+98.39 EXPORT DRIVE OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH ; STA. 50+98.39 POWELL ROAD AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH o° oo 44+00 45+00 m o 4646+0--� 0 PROF. 10" CONC. PVMT. 47+00 - S 86'59'04" W 48+00 CL & BASELINE 49 i oo _ 50+00 I DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS W 4' PCC SIDEWALK W/6 CONC. CURB 1624.02'00 I I PROTECTED BY LEVEES FROM 100-YEAR FLOOD. z II I N EXIST ASPHALT DRIVE (TYP) co O = U PROP. 8" C900 PROP. 8" C900 PROP. ROW PROP. 8° C900 PROFILE LEGEND: PVC WL PVC WL 5 U.E. PVC WL STA. 49+95.12 PROP. 12" ° I � Q t- -(1) 8 x 6 TEE C900 PVC WI I HGL a -------- ----------- --------- --------- (1�"GVN-86X ---- TOP OF WL cn STA. 44+06.68 25' B.L. STA. 47+26.68 (1) FIRE HYDRANT STA. 50+26.24 I I I I TOP OF SAN. SWR. (1) 8"x6" TEE (1) 8"x6" TEE (1) 8" GV & BOX I FORCEMAIN (1) 6" GV & BOX (1) 8" X 45' BEND 3 (1) FIRE HYDRANT (1) 6" GV &BOX (1) 8" X 12-TEE -EMPCo #3-8„ � TOP &BOTTOM OF (1) FIRE HYDRANT (2) 12" G.V. & BOX ( I I I I aI I #7-8" PIPELINES STM. SWR. cy -i I 2616 TYPE "C" STM. SWR. MH 0 STA, 50+60.89, 50.17 RT. I i w a TC = 16.11 I �I ' - EXIST DITCH FL = 7.26 z I I PROP. 6 C900 a PVC FORCEMAIN PROP. 4 PCC EXPORT ®RIVE SIDEWALK POWELL ROAD (100' ROW) O IL X W I N z --- GRAPHIC SCALE j O 20' 40' 80, --- - -- -- -- ----- -- ---- -- -- 1 „=40' HOR 0 24 24 - a _ _ _ _ GRAPHIC SCALE o -- - -- O 2' 4' 8' 22 _ .22 ..=4 VER o DESIGN DATE PROP. FILL, SE FILL 20 0 20 NOTE" ON' "OVERALL CUT __ ... _... _. __ DRAWN DATE o EEI PG" -OR TYPICAL PAVEMENT _ - �LY.I.1. G U D ALONG �GL CHECKED DATE N 18 (SEE SHEET 4) SECTIONS SEE SHEET 14A) /-P I ELEV. 15.78 18 - S A 50+9,8.39 APPROVED DATE rn % �p U) 16 PVI ELEV. 1 .70 TA 47+95.53 GL PROPO ED 16 SEAL AREA SEAL AREA o GRADE +0.3577 GRADE -035% VI ELEV. 14.70 +0 5% POWELL RD. . GRADE - ��- _ W 14 / / / //i/ / �. /, / i /� /// ��/ !�/� /.�i,�,i,�� /�� /. ;�/, , , r'� �':=�-. % / ii i 1`1 =+PEE. ...rFl�p� N- r ,.. o / �/ PROP. ._4 * .% *4� c- PROP. 24 -'S Im.- * ` t2 12 .Z. - PrD CTAA INV. 7.10-. .......E_....__..__....___....__..____..� z IN 10.06 _ JASON ECKERT N - - - - -- tel: 94993 Li 10 10 \� PROP. 100 LF DUAL Nn� 0o PROP.-8"-PV - - ----- _ _ WATEF; LINE -- - 48 RCP STM. SWR.bi Q n ann cJi.no .... .. SV. /Z4 OHO 6 .. /. _ _ 0 _-- PROP. 247 LF DUAL 48"RCP 4 - - �` ----� PRO 570 LF DUAL 48"RCP- - - --- Lo ----- STM. SWR. CS' 0.10% LOPE �r PROP 6" C90 z,.W O- . . _. �... .. _.. _ ... _.._. STM' JYVK. l9 U.IU%a SLOPE : cli (((GREEN)PVC.. .. 4LL _.. n Jcy-OR.CEIVIA IN _ _. ._ _ W Q�I\ .. - -- - - - --- - v �ar it---- -- --- -- `� -� -- _Q _ _ J �' NI in GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON -2 3 PORT CROSSING LAND, L.P. -4 PORT CROSSING o -6 -6 aL - o -8 -8 LA PORTE, TEXAS -_ _ _ PROP. EXPORT DRIVE -10 _ _ --- --- -10 PLAN & PROFILE STA. 43+00.0 TO 50+98.39 SCALE SHEEP REV. i -12 - ----- - -12 PROD. No. A06019-01 24 OF 81 Y 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51 +00 SHOWN 0 w DRWG. N0. J WHARTON WEEM BLVD. SEE SHEET 15 RESTRIC DETENTIOf _.20 100-YEAR HGL 16 12 8 PLACE RIPRAP FROM STA 0+ 0 TO 0+60 AND ALONG 3.1 SLOPE FOR PROTECTION -S=0.1154% 0 PROPOSE B S TTOM OI= UTH BASIN 0 WHARTON WEEM BLVD. SEE SHEET 15 PLA E RIPRAP 20' R BOTTOM (SE PLAN VIEW AB V _ __. .. ..,�.... .... UH w -- 0' .. W 0 wm M d N cD to h00 rn N c'i ni - N _W W _.... w _ .. ... _.. W W W W W W W W 0 -1C9 J 0 _1 O w.w W L w'la_ ww ww ww 0+00 1+00 2+00 3+00 4+00 5+00 REVISIONS MARK DATE DESCRIPTION BY 1 O8/18 REVERSE FLOW ON SAN. SWR. LINE HGS NOTES: 1. ALL SANITARY SEWER MANHOLES ALONG CONVEYANCE CHANNEL SHOULD HAVE WATERTIGHT LIDS. O 2. OFF -SET AND STATIONING BASED ON CENTERLINE OF N CONVEYANCE CHANNEL. F- W W W W N 0 20' 40' 80' (H) 1 "®40' ..m4. 0 2' 4' 8' (v) 1 — DESIGN - _ 20 DRAWN ---- WHARTON — WEEMS POSED- BLVD. .00 -YcAR Ht CHECKED APPROVED (2) EL 13.2.0 16 SEAL AREA �— 25 YEAR HGL _12. SBC NEW 3 1 'x6' BOX CULV S _ - PLACE 8 ®0.1154 SLOPE (110 LFi ) (SEE F LAN VIEW ABOVE) - . O ROP. 12 " SDR AI. SWIR. 6 PVC — — I15 W C4 6. M �' w _w E- J 1.1.1 II- -4 v� ti � N _� -L-F- 4-2 g c�'vw d rn WR. @ 0.20% LOPE w CO dt 117 LF�12" SDR 26 PVC `)'t a m SAN SWR. ® 3.20% SLOPE zap of to _I a 0 ��aOO d- 0) 40) M 00 u Z FQ-J[+DN to `-.n M LLI Vl1 LL W LJ.. �Q IL ww W W _ W W W� �`- w� WL� WU- 6+00 7+00 8+00 9+00 N:1 DATE DATE DATE SEAL AREA OF PF y4 .............. I9 i JASON ECKERT 94993 Ott !! Z b D GOLDSTON ENGINEERING INC. CORPUS CHRIST] HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS 12" SANITARY SEWER PLAN & PROFILE STA. 0+00 TO 9+00 PROD. N0. A06019-01 SCALE L EET 81 RED SHOWN 0 DRWG. NO. REVISIONS MARK DATE DESCRIPTION BY 08/06 ADDED MANHOLE NOS HGS uj "tb Lr) (N W Lil Z LiJ Ld U) 0—t- OI CONVEYANCE CHANNEL H V) W Z J 12' MAINTENANCE = ACCESS EASEMENT C) ¢I M TYPE "4" SAN. SWR. MH 9 STA. 10+38.69, 48.7 RT. FL=-1.82' RIM=12.95' 20 16 12 8 4 0 m 00 Lo prj WrJ W W u- • #I 00-YEAR HGL S=0 11 0 I — rnl 400 LF-1 " SDR 26 PVC �9- � R. 0. SLOPE SWR. ® 0.2 % SLOPE- 0 �ao _ Z CD a: W.J LiQ W I'.. II W-.'J W _. .. ....W_J _.. W W. -- 10+00 11+00 12+00 EXISTING POND TYPE "� STA. 14 FL=-l.( RIM=14. -VAWA=0L-Z Flj1PF2 UNDO.@- ,MMERCIAL DEVELOPMENT „4" 18+ 0.2. 13.3 N r Ld U) LV Ld V) PROP. 12" SDR 26 I F- PVC SAN. SEWER Q I NOTES: 1. ALL SANITARY SEWER MANHOLES ALONG CONVEYANCE CHANNEL SHOULD HAVE WATERTIGHT LIDS. 2. OFF -SET AND STATIONING BASED ON CENTERLINE OF CONVEYANCE CHANNEL. O 20' 40' 80, (H) 1 "-40' O 2' 4' 8' ——"------ DESIGN DATE ZO DRAWN DATE �- EXISTI G POND � CHECKED DATE . _. 1 0—YEAR HGL.. ..... ._ APPROVED DATE —L ... ..... - . _ 16 SEAL AREA SEAL AREA --• . 1 \ C raPgE OF TFy� IF ..\ _ 12,_._._....__....___ y WATER SURFACE - - " j JASON ECKERT ------- j O��O,FSS.CENSF:..... CHANNEL BOTTOM 8 2-16 ASSU ED-7 I BOTTO - -_- S=01154% I 110 4 61 LF-12" SDR 26 PVC SAN. SWR. 0 0.20% SLOPE 110 0 eL GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON _ T PORT CROSSING LAND, L.P. _4 PORT CROSSING 'AN----- -��_ 400 LF-1 "SDR 26 PVC SAN. �CQ N a lW NIW LA PORTE, TEXAS a- I�.N t7^ .. .— r7 ct cO , tO N ;1� O 00 » -- _ --� - --� +� 12 SANITARY SEWER TV +� -- J'--- — W W w O d 1 J Wa^ , J J J J J W I J J PLAN & PROFILE --- W W W. W w W W W; W (] C7 J C9:J HhW O J 0 _j C7;J C9'J f-NJ- C1 J: STA. .7+UU TO 19+00 w;W w W w,W w t� way w w w L PROD. N0. A06019-01 SCALE 24BSpF� $1 REV. 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SHOWN 0 DRWG. N0. ull REVISIONS MARK DATE DESCRIPTION BY 7 08/06 ADD MANHOLE NOS. HGS i A NOTES: 1. ALL SANITARY SEWER MANHOLES ALONG CONVEYANCE 53 ( CHANNEL SHOULD HAVE WATERTIGHT LIDS. 00 2. OFF -SET AND STATIONING BASED ON CENTERLINE OF N CONVEYANCE CHANNEL. = 8" PLUG & CLAMP FL=0.84' W Ld � FUTURE PARKING FOR N COMMERCIAL DEVELOPMENT FUTURE PARKING FOR U% _ —� COMMERCIAL DEVELOPMENT — LLlJ N 19+00 20+00 21+00 22+00 23+00 — 24+00 25+00 O 26+00 27+00 28+00 29+00 -- }- + — O) �3:1 SIDE SLOPE � � CONVEYANCE CHANNEL I � Q F- W — — — — — — — �— FUTURE PARKING FOR vi COMMERCIAL DEVELOPMENT — — — — — — — — — _ — — J PROP. 12" SDR 26 PVC _ --�, PROP. 12" SDR26 PVC PROP. 12" SDR26 PV z _ API SEWER ER 77 LF-8" SDR 26 PVC- / r Q ( I SAN. SWR. ® 0.33% SLOPE 12' MAINTENANCE U ACCESS EASEMENT I I Q TYPE 2 SAN. SWR. M 12 TYPE "4" SAN. SWR. M 13 STA. 22+38.69, 48.7 RT. STA. 26+38.69, 48.7 RT FL=0.58' RIM=13.52' FL=1.38' RIM=13.71' 15 .-_--- (M) 1 "®40' (Fl) 1 "®40' O 20' 40' 80' 20 -- DESIGN DATE IOC -YEAR HGL ... _ ------------- 20 /-10 -YEAR HGL DRAWN DATE CHECKED DATE _ 16 25-;YEAR FrGL ---- -- — - APPROVED DATE AREA 16 SEAL AREA SEAL --G- +�E 12 - -- - -- - -- 12 -- ---- JASON ECKERT i �. CHANNEL BO OM LG NA7 RL f +, ��i�::� _ ( _ 8 glzc.lo� I S=0 . -- -- _ _ 4_ G -- i 0 ---- GOLDSTON ENGINEERING INC. � 400 LF-I' " SDR26 PVC AN. r 261 LF^�I' " SDR2Ci PVC S N. PUS CHRISTI HOUSTON CORPUS SWB, Q 0. 0% SLC)P_E _~ -4 �Im - ---- -- - S 0. SLCI PORT CROSSING LAND, L.P. -- �� - 339 LF-12" SDR 6 PVC SAN. _ c�s� -4 Z(o _ — ------ —--------- -- PORT CROSSING z� — Enco tniM 'qN 00 N O to .. _. M -t _W .O ro N c0 n. .CO,O to O �f'.N.. N "' TER T - ---- W . - LA POR TEXAS SANITARY SEWER WW WJ Jj JJ _ JJ J_j _� �� ,Lo LAN &PROFILE W W -- - — — W _ W W W W __ W W STA. 19+00 TO 29 W -: Li W li W I.i W L� U J W W 4J. ._—_— '-- —. ,.,S+OO W WCD PROJ. NO. A06019-01 SCALE 241. � � 81 REV 19+00_ 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 DRWG. N0. SHOWN 0 EXPORT DRIVE SEE SHEET 23 i REVISIONS MARK DATE DESCRIPTION A, 08/06 ADDED MANHOLE NOS BY HGS EXPORT DRIVE CROSSING STRUCTURE (CULVERT q STA=33+41.22) N I _ PROP W SEE SHEET 63B FOR CROSSING (STUB = STRUCTURE TRANSITION DETAILS U) Ljj FUTURE PARKING FOR W COMMERCIAL DEVELOPMENTU) _ : T 29+00 30+00 31+00 32+00 O — f I — - r — t — —I -F- + 0) 3:1 SIDE SLOPE T� to — — — — L1j — — — — — — — — — Z PROP. 12" SDR26 PVC PROP. 12" SDR 26 PVC J SAN. SEWER SAN. SEWER 12' MAINTENANCE U ACCESS EASEMENT �I o NI MTYPE "4" SAN. SWR. MH 14 STA. 30+38.69, 48.7 RT. �+ r7 FL=2.18' RIM=13.90' N EXPORT DRIVE PROP 8" WL W 26 PVC SAN. EWER LINE SEE SHEET 23 PLACE RIP AP 25' FROM S C N 12'x4' $ /VIEW AE (70 LF) hI 4 — — N 0 � M J 139-LF-1 . �� SWR. 0 0. 0% SLOPE -35V LF^•1' ' SDR 2 6 PVC _AN. n.J SWR, Q 0.207. SLOPE ------ M d O 00 Ni f cn — -- _WW WW _ _ WW WW___ wW W ti w UL w u_ w L�.. w tL 29+00 30+00 31+00 32+00 33+00 Q I �w PROP 8" SDR 26 PVC SAN. SEWER LINE FUTURE PARKING FOR COMMERCIAL DEVELOPMENT FL= RIM: 35+00 —1 - EE 36+00 E 37+00 38+00 TYPICAL PAVED CHANNEL BOTTOM (� CONVEYANCE CHANNEL FUTURE PARKING FOR COMMERCIAL DEVELOPMENT I Cn ION! W W Z I) LIJ W N NOTES: 1. ALL SANITARY SEWER MANHOLES ALONG CONVEYANCE CHANNEL SHOULD HAVE WATERTIGHT LIDS. 2, OFF -SET AND STATIONING BASED ON CENTERLINE OF CONVEYANCE CHANNEL. 0 20' 40' 80, -- — (V) 1 '•=4' 17:1fo DATE DATE DATE SEAL AREA �4qE OF pF�q 1y+ W................... » ...... _... _* JASON ECKERT �94993 A e�~v GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING d ll` i o LA PORTE, TEXAS ^ N rl`° --- mod- — (ntn �� _.. .. �� .... �.. 12" LANK&APROFELEER — w w J J w w J w. w w J J w w J W w w J w w STA. 29+00 TO 39+00 bi L w t� — W L w w W J ----- w tL u U- w w Ld� w t� Lu U- w w PROJ. NO. A06019-01 SCALE 0) S o T 81 REV. 34+00 35+00 36+00 37+00 38+00 39+00 SHOWN 0 DRWG. N0. 4. ai 0 O 20 in- iFA N. 4 m M! ALL FLOW LINE ELEVATIONS ARE INVERT OF PROPOSED CONCRETE CHANNEL. 2" SS LINE )UT) N5 93 (o Lij r V) LLJ Ld V) PROP 12" SS LINE 0 20, 40, 80' "-40, 0 2. 4. a. (v) 1 ----------- 10)-YEAR HGL WHARTON PROPOSED EMS PAVING 100 iY`EAR--HGL-- - - 25-YEAR H3L EXISTING- NATURAL AT OF C GROUND ANNEL 91 Ek. 1 3.!� 0 25-YEAR G L - 4:;- WSE +2.61 1- ujDoQ PLAC AND RIPRAP FROM RIPRAP 3:1 SLOPE 3TA 0+00 TO 0 FOR PROTECT i-6� ON NEW 6' CONCRETE CHANNEL BOTTOM . PLACE RIPRAP (SEE PLAN �IEW . ...... ... . 20' FROM SBC ABOVE) .. ... ..... yi '0 K 9mi . PLACE RIPRAP SEE PLAN VIEW 20' FROM SBC:, ABOVE) 4147* 1 I, ,v. _ 7z - PROPOSED' BOTTOM 0 ------SOUTH BASIN @ EL -3. C 9 o + 00 0 00 0 (f) to 0 m I uj w oOJ 00 -j- _..._. - . --I- (o c� I'm - - -..... r- 0 . . ... . . 00 PROP 12" WLI 0) LINE 00 00 co ------------- ai co + Lo Lo -i co r, LLJ _S� NW C-)i m; + ou cp ++ co 4 Iol 1 lr'i -i LLJ PROP 12" cli bS LINE M to Lq 00 to (R I t1i c"I Lli Ld C14 ui cq :j - - Li p c� LJ -- ----- - - --- -�D w vi - - -- -- _ ---I i - � . - I � __ -1-- -1. _L:f V) LJ to _j UJ _31, ui ----------- ui 1 Ld i :1 to T - --------- --if ---- L'i uj 0 Ili L_ uj Li CD Li _j L� 0 _j oluj Ujii_� Li u_ 0 w 1 -1 1 U- 0 1 _j I Lljj_ 0, tij I 1 _j Ii I- WiL� 1 i _j Uj L� 0+00 1+00 2+00 3+00 4+00 5+00 nor REVISIONS MARK DATE DESCRIPTION BY 0 06/30/06 CONSTRUCTION PLANS (PRE -FINAL SUBMITTAL) DSP 1 7/24/06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP DESIGN DATE DRAWN DATE 20 CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA 16 c� ......... ........ DONALD S. PEEBLES 38946 12 s wal 8 4 0 GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND. L.P. -4 9+00 PORT CROSSING LA PORTE, TEXAS PLAN & PROFILE (CONVEYANCE CHNQ STA 00+00 TO 09+00 SCALE SHEET 81 REV. SHOWN PROD. No. A06019-01 25 OF DRWG. NO. CONVEYANCE CHANNEL TO BE MAINTAINED BY CITY OF LA PORTE Lo LEI r FUTURE PARKING FOR LLJ COMMERCIAL DEVELOPMENT LLJ w 20 16 12 4 0 as 0+00 TYPICAL PAVED CHANNEL BOTTOM ALL FLOW LINE ELEVATIONS ARE INVERT OF PROPOSED CONCRETE CHANNEL. 11+00 21+00 n at q CONVEYAN E CHANNEL 12' MAINTENANCE ACCESS FUTURE LOT LINE FUTURE PARKING FOR FUTURE PARKING FOR COMMERCIAL DEVELOPMENT COMMERCIAL DEVELOPMENT Y OR '7+00 4+00 b+uQ 16+00 113+,00\" ps Ld Ld 0 0 z + �3:11 IDE SLOPE 0) z FUTURE PARKING FOR Li COMMERCIAL DEVELOPMENT z 0 X\-EXI:ST'IN*G 'POND TO BE FILLED OR CUT TO EL T2.00 immliw5a 0 20, 40, 80, (v) i 11�41 0 2. 4' 81 25-YEAR HGL ; / 5-YEAR 11031- 7- WATER SURFACE SUR CE -S=O.l 154% EXISTING NATURAL GROUND ASSUMED BOTTOM - NEW 6.1 CONCRETE CHANNEL BOTTOM 09 S=O. 1154% ..... . ...... - ------ ...... - --------- 000 co c� (D r 1 r-� 00 . co -� 0) 03 1 7 N V (o to 1 C\j Ci f� Lo 1 cp cp �-�14 w LLJ w Ll LJ CD J C9 J (D 0 0 W uJ uJ ui -j -1 -j 0 -j w u- Li u- Lulu- ui u- 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 IMI REVISIONS MARK DATE DESCRIPTION BY 0 06/30/06 CONSTRUCTION PLANS (PRE -FINAL SUBMITTAL) DSP 1 7/24/06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP] 20 DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA 16 OF ............. DONALD S. PEEBLES ............... .... 12 '38946 AA ,7j r v cl - 2 1.19C 8 4 0 GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. -4 19+00 PORT CROSSING LA PORTE, TEXAS PLAN & PROFILE (CONVEYANCE CHNQ STA 09+00 TO 19+00 PROD. NO. A06019-01 SCALE SHEET 81 REV. 26 OF DRWG. NO. SHOWN (0 N W LLJ U) Ld W U) 0 0) V) W J 2 IV— M 20 16 12 CONVEYANCE CHANNEL TO BE MAINTAINED BY CITY OF LA PORTS I FUTURE LOT LINE /5B I3 27 53 i i I : I_ - ------ --.._ _..._._.... .. ...---------------------' -------- - - -- FUTURE PARKING FOR I I � FUTURE PARKING FOR —� �--- FLI— 0.88 PROP 8" SDR23 PVC SAN SEWER COMMERCIAL DEVELOPMENT COMMERCIAL DEVELOPMENT I AT 1.00% SLOPE (80 L.F.) ___.._._ ___.__ .__---__-_.� 19+00 0+00 1+OQ 2+00' 3+QO 14+00 15*+00 6+00 7+00' 8+00 29+00 4 1 . JN!_ rxie:x.:'a��'.. y 1.. •Ij^I ..�.... •'.M1 loaa:f. ..w.. v. Cart L—.. \ _. -�:.l.ltt.t':.). �'i.,..n :f�l..•,-.. / �•� 1�j� .t. : aH. x. 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ALL FLOW LINE ELEVATIONS ARE INVERT OF PROPOSED CONCRETE1 0 20, 40, 80 (Fi) 1 "-40' 0 2' 4' 8' (v) 1 ..-4. 100-YEAR kiGL I ( I I I 100-YEAR OGL 25-4YEAR HGL— rr T I — _. . — t I' T — - - - ----- ' — -- - I r - i --- -- - i _..--- _--------'---- ---DEL-I-------------a---------' ------ --_ _ ____..._.. - - _._I._._. ...-- t_._.. ------------�----------T------ ---- ------------- --- i I I NEW ('I' CONCRETE EXISTICG NATURAL GRUND ii CHANNEL BOTTOM AT OF CHANNEL —.___..... f S� 0 1154% I I S=0.1154% .1J•I t 9 .).l:fn.1 �:4•. T ZIP w' ... C' t Y'�•. s.f .il_, 'C:.t.f er, ., r. �,. :!_a.f.. . ,_.-.r :::-.I _ :. .:;: .., L� I I � J� _ —PROP-8"- PVC SAN FL = 0.08 PROP ---a SDR2; AT 0.2 % SLOPE SEE SHEET 24C U LO Z N — -N cq _ t—U.) _ __.__ _ + cj 00 00 d'0)O= M NO . I njO LLJW CL II W W W W }y h¢- J W W i U- j LLJ u- I W U- 19+00 20+00 21 +00 N GViN I N") I I J JIJ W W WiW ( WIW J I 0 _j I 0 W W I Wjli j WW 22+00 23+00 os 24+00 I I OIm NIA LO NI0 0 I Lo—ILO W W WIW W IJi- W I Li 25+00 26+00 N � to J W LJ WiW I 27+00 gim W In N 0! r LO W 'J W U J W W N tTj Ld Z cn UJI Li () 20 REVISIONS MARK DATE DESCRIPTION BY 0 06/30/06 CONSTRUCTION PLANS (PRE -FINAL SUBMITTAL) DSP 1 7/24/06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA 16 4�,__..a of rFa',gs��e 0 DONALD S. PEEBLES 12 �'. 38946 �s 8 4 1 —ew 0 GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. —4 29+00 PORT CROSSING LA PORTE, TEXAS PLAN & PROFILE (CONVEYANCE CHNQ STA 19+00 TO 29+00 PROD. N0. A06019-01 SCALE 27 SHOEEET 81 REV. SHOWN 1 DRWG. NO. CONVEYANCE CHANNEL TO BE MAINTAINED BY CITY OF LA PORTE PROP 8" WL EXPORT DRIVE Q� B I 28 93 CROSSING STRUCTURE 93 (CULVERT q STA=33+41.22) NI r PROP --- 8" SIS LINE uj SEE SHEET 63B FOR CROSSING (STUB OUTI II ) STRUCTURE TRANSITION DETAILS I PROP 8" SS LINE V) UJ FUTURE PARKING FOR FUTURE PARKING FOR Ld I, COMMERCIAL DEVELOPMENT COMMERCIAL DEVELOPMENT 0 0+00! 31+00 32+00 +00 35+00 36+00 1 w +0 37 01 29+00 o U) N rl N� 110 + 0) `3:1 IDE SLOPE N .. .... < v — — — — — — — — ss — — — — — — — — — — — — — — — — — — -- — — — — — — — Ss-- L z ij 12' MAINTENANCE- 0 ACCESS N !wc cq C4 00 + + c"I < < TYPICAL PAVED F� rn U) CHANNEL BOTTOM 20 16 12 4 0 —4 ALL FLOW LINE ELEVATIONS ARE INVERT OF PROPOSED CONCRETE CHANNEL. 38+00 0 139+0( u) EYANS FUTURE PARKING FOR COMMERCIAL DEVELOPMENT 0 20, 40, 80, (H) 111-40' 0 2 (v) i '1. 4.1 ` 100—YEARl HGL 1 Oor-YEAR HGL -----E-- X P- 0-- f- D- R-- -1 V —E PROP SED PAVING 25—YEAR HGL*- @ EL 14.8 0 25:7-YEAR HGL 7 -7 -T— F F NEW 16CONCRETE i EXISTING NATURAL lG*ROUND CHANNEL BOTTOM AT; OF CHANNEL! t ------- ---- - t PLACE �IPRAP 25' SLOPE -----Pu 6? hup RAP IFRom sBC FROM SBC (SEE PLAN VIEW AqOVE) (SEE P�N VIEW ABOVE) v S=O.l 154% -.*S—=O.l 154% 41 PROP 8" WL LINE" ... ....... . .. . .. (D 0 fl, In + + CO co �—ROP�4" S uj 00 Lo hi O I 0 I I 00 i N -- -- --r 0) 1 " 1 (D "—*--- -I--- 1 - -I � - - --- ---------- Lo It Ul) ------ Lo Lo co Ki co i ,�I, nlLq —co r-� —1co 1-- 00 -Li Ld W Ld ui uJ --- w ---- w wl -j :D Lu ILLI Li W u- W u-C�J w u- ui w ujiu-OIJ W L- I w u- 0/--t,UU 35+00 36+00 37+00 "No 0 co rl w W W -j 38+00 LLJ Lij (n WTI] 16 12 8 4 0 —4 39+00 REVISIONS MARK DATE DESCRIPTION BY 0 06/30/06 CONSTRUCTION PLANS (PRE —FINAL SUBMITTAL) I DSP 1 7/24/06 CONSTRUCTION PLANS (FINAL SUBMi7llTTAQj DSP DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA yll .................. DONALD S. PEEBLES ............................ 38946 GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS PLAN & PROFILE (CONVEYANCE CHNQ STA 29+00 TO 39+00 H PROD. NO, A06019-01 SCALE1 28 SOFEET 81 REV. SHOWN 1 1 1 DRWG. NO REVISIONS MARK DATE DESCRIPTION BY 0 06/30/06 CONSTRUCTION PLANS (PRE -FINAL SUBMITTAL) DSP 1 7/24/06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSPI 11 I Z, a IIIIIIIIIIWIll 12 4 we] —4 2 29 51 12' MAINTENANCE ACCESS - B NORTH DETENTION OUTFALL AND EMERGENCY OVERFLOW 53 q CONVEYANCE CHANNEL', 41+00 PLACE IPRAP 25' FRO BOX CULVERT ALONG BOTTOM AND SLOPE F CONVEYANCE CHANNEL--/" FUTURE PARKING FOR COMMERCIAL DEVELOPMENT 29 53 TYPICAL PAVED ED CHANNEL BOTTOM CONVEYANCE CHANNEL TO BE I MAINTAINED BY CITY OF LA PORTE� ALL FLOW LINE ELEVATIONS ARE INVERT OF PROPOSED CONCRETE CHANNEL. +84.50 'c" Ld ui LJ w 0 biCDlE I—j UJILL Ld LL 39+00 40+00 41+00 42+00 42-44.50 L— 5' EDGE OF CONCRETE BOTTOM @ STA 41+84.50 I mml I DIM a 12' MAINTENANCE ACCESS 1�3-1 SIDE SLOPE 0 so' (H) 1--40, , I 0 2. 4. 8. (v) i -= 4, DESIGN DATE DRAWN DATE 20 CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA 16 OF or n IS DONAL . LES ... .. ....... ...... 12 %38946 ol w 4 0 GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. —4 PORT CROSSING LA PORTE, TEXAS PLAN & PROFILE (CONVEYANCE CHNQ STA 39+00 TO 41+84.50 PROD. No. A06019-01 SCALE 29 SOFHEET 81 REV. SHOWN DRAG. NO. 20 16 12 A 4 13 -4 �•_. \� -r m O x I z D O \` .� oo - . - 30. -. F m 1 � p N p /pF<�jV m o D/yOo w RCP JUNCTION BOX AT STAE A 6+77 50' LANDSCAPE BUFFER - 3 " -.,^ STA 16+53.35 3 058 & BUILDING LINE NEW RCP JUNCTION BOX W STA 6+78 = STA 1+45 (E) = STREET STA 16+53.35 20' DRAINAGE & UTILITY EASEMENT BEDDING DETAIL NEW 48" RCP qI _ (_ _ NEW DUAL 48' RCP ! W 9+00 --0+00,_........_ - 1+00 2+00 3+00 4+00 ": 5+00 6+00 7+00 -8+00- -� N 2 NEW POST INLET NEW POST INLET ------ - - - - - - - - - - - - - -------- - - - - - - - '----------- 30 59 A 0+00 STREET STA STA 9+75.35 30 59 STA 3+39 _____ -------------- --------------------------� 50' EXXON PIPELINE ESMT (O �ii--------------------------------------------------=-�.�----- ;--------------- --_ -- _--- -- ------------- -- Q POWELL ROAD SEE SHEET 33 FOR TYPE "F" JUNCTION BOX TRUNK. MAIN INFORMATION AT STA 0+49 (E) W 60'.-P-OWELL ROAD ROW 24" RCP 18" RCP T 12' MAINTENANCE ACCESS I - SEE SHT / SEE SHT 21 3:1 SIDE SLOPFI r PLACE RIPRAP r / 10' MAINTENANCE SHELF PROPOSED ARIZONA TILE RESTRICTED RESERVE DE*TENTION'�B ' IN SOtJ7iit 7 1 ,, / 60'' ' rr ill r VI: 1DIOTR . F CONTRO? L GTRREA E'MENTY O 20' 40' 80' 11-40' BID SET O 2' 4' 8' ..= (v) 1 4. REVISIONS MARK DATE DESCRIPTION BY 0 06/30/06 CONSTRUCTION PLANS (PRE -FINAL SUBMITTAL) ABG 1 7/24/06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA 20 OF`Te, i *................... ...... .'. DONALD S. PEEBLES I . 38946 �� 16 a� yeti'. �Fni__.nGQ%��— 12 8 -26~r 4 GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. 0 PORT CROSSING LA PORTE, TEXAS -4 PLAN & PROFILE (WEST POWELL RD.) STA 00+00 TO 09+00 PROD. NO. A06019-01 SCALE 30 SHOEFET 81 REV. )O DRWG. NO. SHOWN 1 20 YEAR HGL N u� NCO � NI ww wiW WiW wW- 0 J C91J CJIJ I CD;J W u- Wil- W w;U- 9+00 10+00 11 +00 12+00 13+00 BID SET (2)NEW 48" �CP ® 0.25% SIIOPE (510 LF 14+00 a 15+00 . uo N to uj I�—w > J z � NIM NItA wjlj wild 1 i co w w U- 16+00 17+00 0 20' 40' 80' (H) 1 "=40' ( 0 2• 4' 8' v) 1 ..-4. POST INLET 20 16 12 REVISIONS MARK DATE DESCRIPTION BY 0 06/30/06 CONSTRUCTION PLANS (PRE -FINAL SUBMITTAL) ABG 1 7/24/06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA S,�PtE of .:...................:.... DONALD S. PEEBLES ................................. �`. 38946 8 -e�~v 4 GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. 0 PORT CROSSING -4 V�OR N O Ww ww C�IJ I 0 J W u- 19+00 0 LA PORTE, TEXAS PLAN & PROFILE (WEST POWELL RD.) STA 09+00 TO 19+00 PROD. N0. A06019-01 SCALE 31 SHEEf REV. of 81 I DRWG. N0. _I SHOWN REVISIONS MARK DATE DESCRIPTION BY I 0 06/30/06 CONSTRUCTION PLANS (PRE -FINAL SUBMITTAL) ABG I1 7/24/06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP FRONTIER BUILDING � SOUTH PROPERTY LINE � i PROPOSED FRONTIER BUILDING SITE r� 1 3 IM 32 58 50' LANDSCAPE BUFFER & BUILDING LINE FRONTIER BUILDING I W SOUTH DRIVEWAY BEDDING DETAILS NEW 48" RCP NEW 48" RCP i FRONTIER' BUILDING = V I UTI20'LITY DRAINAGE & BEGINNING AT STA 17+02 BEGINNING AT STA 17+02 EAST PROPERTY LINE (n UTILITY EASEMENT � 5.100, Lil Lij L _19+00 - --- -- -- --- - - 20�00—' - - --21�00— - -- --22+00-.. - - - --- - --231=0II..____. .__ ..-------- --24�OO------ -- -- ------ ------ --259-GO— - - - �6-+00— -2 003—I --...—-28P00-- - - -- - 29F00- (n _ _ _ _ rJ 6 NEW POST INLET NEW POST INLET 0 10' 32 59 7 STA 22+22.5 32 59 STA 27+43 10' 50' EXXON PIPELINE ESMT .._... - _---_-----_---- - (C7 ---.- = _ _.-------- -._. __ - -----r-------- - -- la- POWELL ROAD - - _ _ ( V) z _ - - '< 100' POWELL ROAD ROW i I I ' W R 20 3 n n 0 m 16 a N c } 12 a° J 8 E 0 m 0 0 �� 4 41 i -4 19 it 3 YEAR HGL « . N too • FRON I IEI SOUTH C -'--------r--- ---- -- — -- ----- - --- -- - -------- 40POSED-M.-1 I TO NATURAL GI EXISTING NATURAL AGROUND I (1)NEW 48" R P ® 0.25% SLOE 020 LFY--�--- ----- �- 0 20' 40' 80' (H) 1 "-40' 0 2' 48' LDING f PROPOSED iGRADE (FRONTIER BUILDING) NAY I' INL€-T- DD - E---_... - TOP = 15 18 — r 00 N Iif w �U- ® 0.10% SLOPE (157 I: m 6 2 8 4 0 DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA y�PZE Of Tf�,gs�il .............. ........... . DONALD S. PEEBLES P'. 38946 GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS .4 PLAN & PROFILE (WEST POWELL RD.) STA 19+00 TO 29+00 PROD. N0. A06019-01 SCALE 32 SHOEFET 81 REV. 0 DRWG. NO. SHOWN 1 REVISIONS MARK DATE DESCRIPTION BY I 0 06/30/06 CONSTRUCTION PLANS (PRE —FINAL SUBMITTAL) ABC 1 7/24/06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP i N � FRONTIER BUILDING PROPOSED FRONTIER BUILDING SITE NORTH PROPERTY`LINE M I I FUTURE FRONTIER BUILDING FRONTIERG I WATER SERVICE CONNECTIONS NORTH DRIB DRIVEWAY \ 50' LANDSCAPE BUFFER'' (BY OTHERS) &BUILDING LINE-... ui = NEW 48" RCPEj FRONTIER BUILDING 35.00 BEGINNING AT STA 17+02 NEW 42" RCP UTiLDY EASEMENT „ NEW 36 RCP NEW 30 RCP EAST PROPERTY LINE W - - Ld__.. _.. 30:F00- - - -33-+-00- ._. - -- - -34� 00-" - - - --- .. - - �5+OII -- -- - -- -- - 36�00---- - - -- - - - - — - - - -- - - - - - - - 7 8 9 10 NEW POST INLET NEW POST INLET NEW POST INLET NEW POST INLET FRONTIER BUILDING FIRE O ( I- 50' EXXON PIPELINE ESMT .._._. ._. .__ _ _ 9 STA 30+47 _ 10 - - -- -- - -- 9 STA 32+32 - - 9 STA 34+17 _ STA 36+00 = 9 STREET STA 46+39 52 SERVICE CONNECTION - - - POWELL ROAD z v - ( 100' POWELL ROAD ROW I I I I 20 16 12 4 -4 f 1)NEW 48 RC ® 0.107, SLOPE (147 LF, Ju-rvu TOP = 115.18 10:1 NOITH DRIVEWAY 0 20' 40' 80, (H) 0 2' 4• 8• (v) 9 ..-4. mmmmmmw Sul 1.6 (1)NEW 4 "RCP ®0.10 SLOPE {187 F) (1)NEW 36" CP ®0.10q SL PE (185 LF) - --(1)NEW 30 RCP 0.10% SLOPE 13 GF) --- - - --- -� - - ___.. ..-.._._ _.__--.-_ -,---__._ _...-- 12 I Jituu 34+UU 35+00 36+00 37+00 38+00 8 4 0 -4 39+00 DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA ��PtE OF ]£gS1t+ ...................:.... DONALD S. PEEBLES ............. . o . _ 38946 ti _2�~w GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS PLAN & PROFILE (WEST POWELL RD.) STA 29+00 TO 36+00 PROJ. NO. A0601 9-01 SCALE 32A SHOEF T 81 REV. SHOWN 20 16 12 0 REVISIONS MARK DATE DESCRIPTION BY 0 06/30/06 CONSTRUCTION PLANS (PRE —FINAL SUBMITTAL) ABG 12" MAINTENANCE ACCESS 1 7/24/06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP N NEW DUAL 48" RCP i I 10' MAINTENANCE SHELF I I I Iwll;l i Q I 1 ', PROP'12° Wl 1 10 (I I' W I 3:1 SIDE SLOPE I Iw I I�;I " f SEE SHEET 30 I I I I FOR INFORMATION I I ! I EXIST EXXON I I I I 1 ; x y GAS LINES j I „ I BEDDI G ETAk �SPLAC�E RIpRAP' I I I Ir "653 18" RCP SEE SHT1' i " CO RESTktC'TEDRESERVE �r �' 001(E� ! IIRCP JI 10+00 (E) STA 1+STRE TYPE I " FT JUNCI ON BOX I I 13 k NEW 48 RCP Al STA p+419 Q) I I �� G - = EXISTING 100 HAf�RIS COUNTY (FLOOD ;( I II I �� F COt�TROL� (71STRI0T EASEMENT �x�t 10, U _ j 3 .� , ?4 {,, 3 3 I I i 6 SEE SHT 1 ? ,u i I j 20' DRAINAGE UTILITY EASEMENT PRO 8" I 1 SS LINE I ( - 50' LANDSCAPE BUFFER I 1 I ,I ( &. BUILDING LINE I I I 160POWEL i ROAD RO 4 - ..._ ... —.. .._...__.—_. ___ .._ _.___._—.._— _ __: ---.— — _._ _. _ �• I I I I � 1 '1 - I � "I:, ., %I'. .. .. .., _. ._ ._....., ... ...... i. ,.,., _,, ,,.. ,.. . .. ., d,_.—�., . .. �.L,. r. ...._r.a...-....l. c, ._... ....I .;L."� : t .. .. .. _., .1::; 0 20, 40, 80, (H) 1 0 2' 4' 8' (v) 1"-4- ---- ...----- - — — --F— --i—" -- -. _..I--------' - — - LOP - - -- - - TO THE B M OF THE TH BASIN PLACE RIPR P FROM RCP ALO I AT 0.2 % SL 0 EO 00 MAISENA AT LOCP TO SL P ROM THE NC��k WSE --- -----I +- -r---- -- -- -- - '-- ------- - - -- - -- --- - - i _ - -- --- - -- _. I PRO P 24 N...& 1$" RCP . . - "- ... - N o ..____ SEE SH7 21 us " ----- -- -- 0)n 0 Icy O(J -- . - ----- -- — -r NEW BOTTOM OF NORTH --- — -- ( BASIN O EL -3:39 - ------ - -"--- — -- - - ----- - - - ------- of p w Qt. I �IZ� N zU- PROP 8" (2)NEW 0' RCP _-- - LINE AT0.50%SLOPE I i 9 LF c�ilic° I 1 � I I i .A I _W1_j 1 I W W 1 1 w'� w;u_ I i I 1 I 1+00 0+00 DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA 20 �AP�E p F rF 4S 111 0 DONALD S. PEEBLES /.................................. 4. — . 0 894 16 Gw v in/1 12 1 1 !2 J 8 e�~v 4 GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. 0 PORT CROSSING LA PORTE, TEXAS -4 PLAN & PROFILE (WEST POWELL RD.) STA 0+00 (E) TO 1 +31 (E) PROD. NO. A06019-01 SCALE 33 g OFT 81 REV. SHOWN DRWG. N0. NATURAL GROUND ff�19[7LSeTeie1Rl61 REVISIONS MARK DATE DESCRIPTION BY 0 05/06 1 ISSUE FOR REVIEW HS PAVEMEN.. '. z_ STEEL F�e cTniG-� N �- CARRIER PIPE - 5' MIN. 1/2" BEVELED ENDS (TYP.) rI6"1 F 36" (6"( � 6' MAX. 4' TYPICAL $' SPACING OAK SKIDS -SECURELY FASTEN TO CARRIER ELEVATION PIPE (2"x2" MIN.) 1/2" WIDE STAINLESS STEEL STRAP, 10 GAUGE (4 REQUIRED) NOTES: 1. SPACING BETWEEN TIMBERS: = 900 FOR 12" AND UNDER. = 600 FOR PIPE OVER 12". 2. CASING SIZE AND THICKNESS SHALL CONFORM TO THE MINIMUM REQUIREMENTS AS SHOWN ON CASING SCHEDULE. OTHER PERMITS, AS REQUIRED. 3. MAINTAIN % INCH MINIMUM CLEARANCE BETWEEN THE MAXIMUM OUTSIDE DIAMETER OF CARRIER PIPE AND CASING AT ALL LOCATIONS. 4. DIMENSIONS ARE APPROXIMATE ONLY. CONTRACTOR SHALL INSTALL ADEQUATELY SIZED CASING TO ACCOMODATE THE CARRIER PIPE. SEAL WITH APPROVED NON -SHRINK GROUT STEEL CASING OAK OR WOLMANIZED @ .6 CCA SKIDS CASING SCHEDULE CARRIER PIPE NOMINAL CASING MIN. WALL THICKNESS (IN.) 6" 12" 0.11 8" 16" 0.15 12" 24" 0.20 STEEL PIPE MAIN ENCASEMENT N.T.S. SIDEWALK 6"x6" (14w x 14w) WELDED WIRE MESH ADJUSTABLE CAST IRON RISER & VALVE BOX (TYPICAL - NO P.V.C. OR A.G. ALLOWED) PAVEMENT #4 BARS @ 24" EACH WAY "SEE STD. EXPANSION JOINT DETAIL CAST AROUND TOP OF EACH VALVE BOX A 24"x24"x8" CONCRETE BLOCK ONLY WHEN VALVES ARE LOCATED IN ROADS OR SIDEWALKS NOTES: 1. ALL FLUSHING AND GATE VALVES TO BE A.W.W.A. STANDARD COUNTERCLOCK- WISE OPENING W/RESILIENT SEATS. 2. VALVE COVER SHALL BE FLUSH WITH FINISH GRADE VALVE BOX SHALL NOT CONTACT GATE VALVE BOX WATER LINE VALVE BOX INSTALLATION DETAIL N.T.S. VAI WATER MAIN. BLOW OFF VALVE N.T.S. A/C, CAST IRON, DUCTILE IRON, PVC WATER LINE INSULATED JOINT (BOTH ENDS) L SLIP ON FLANGE \ \ (ASA B 16.2) BELL/FLANGE CONNECTION \ (TYPICAL TRANSITION) (BOTH ENDS) NOTE: 1. MATERIALS AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND STEEL SECTION AS REQUIRED TO PREVENT MOVEMENT. 2' MIN 4 - 450 STEEL BENDS FOR LINE TO PASS OVER AN OBSTRUCTION RATHER THAN UNDER MUST HAVE ADEQUATE COVER AND BE APPROVED BY CITY ENGINEER WELDED JOINTS (TYP.) TYPICAL STEEL PIPE OFFSET SECTION FOR WATER MAINS N.T.S. TRENCH SHORING - MINIMUM REQUIREMENTS (**) 5' MItJ STEEL PIPE (TYP) SIZE AND SPACING OF MEMBERS UPRIGHTS STRINGERS CROSS BRACES 1 DEPTH OF TRENCH KIND OR CONDITION OF EARTH WIDTN OF TRENCH MAXIMUM SPACING MINIMUM MAXIMUM MINIMUM MAXIMUM DIMENSIONS SPACING DIMENSIONS SPACING UP TO 3 3 TO 6 6 TO 9 9 TO 12 12 TO 15 VERTICAL HORIZONTAL FEET FEET FEET FEET FEET FEET TYPE INCHES FEET INCHES FEET INCHES INCHES INCHES INCHES INCHES FEET FEET 5 TO 10 (A) HARD, COMPACT 3x4 OR 2x6 6 2x6 4x4 4x6 6x6 6xB 4 6 (B) LIKELY TO CRACK 30 OR 2x6 3 46 4 2x6 4x4 4x6 6x6 6x8 4 6 (C) SOFF, SANDY, OR FILLED 3x4 OR 2x6 CLOSE 4x6 4 44 4x6 6x6 6x8 8x8 4 6 SHEETING (D) HYDROSTATIC PRESSURE 3x4 OR 2x6SHEETINGENG SX8 4 4x4 4x6 6x6 6x8 axe 4 6 10 TO 15 (A) HARD, COMPACT 3x4 OR 2x6 4 4x6 4 44 4x6 6x6 6x8 8x8 4 6 (8) LIKELY TO CRACK 3x4 OR 2x6 2 4x6 4 4x4 4x6 6x6 6.0 8x0 6 (C) SOFT, SANDY, OR FILLED 3x4 OR 2x6 CLOSE 4x6 4 4x6 6x6 6x8 Bx8 8x10 4 6 SHEETING HYDROSTATIC PRESSURE 3x6 CLOSE(D) SHEETING 8x10 4 4x6 6x6 6x8 8x6 8x10 4 6 15 TO 20 (E) ALL KINDS OF CONDITIONS 36 CLOSE SHEETING 4xi2 4 4x12 6xB 8.8 SX10 1000 4 6 04FR 20 (E) ALL KINDS OF CONDITIONS 3x6 CLOSE 6x8 4 4.12 8z8 8r.10 10x10 1002 4 fi SHEETING 1. TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, CROSS BRACES. SHORING IS NOT REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG AD DETERMINED BY GEOTECHNICAL ENGINEER. WHERE DESIRABLE, STEEL SHEET PILING AND BRACING OG EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD. () DESIGNATION FOR PROPOSAL (BID) PURPOSES (• • ) FROM OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P. 2. SIZE OF TIMBER MEMBERS ARE ROUGH CUT TIMBER DIMENSIONS (FULL SIZE) H UPRIGHT MAXIMUM - IV BRACE ALLOWABLE SLOPE TOP OF TRENCH BOX STRINGER (DETERMINED ENGIBY NEER) HNICAL O� TRENCH BOX 1' MIN. UNSHORED TRENCH * ALTERNATE SYSTEM WIDTH � PROJECTED MAXIMUM ALLOWABLE SLOPE DETERMINED BY GEOTECHNICAL ENGINEER NOTE: CLAYS, SILTS, LOAMS, OR NON -HOMOGENEOUS SOILS REQUIRE SHORING AND BRACING SEE NOTE 4 TIMBER TRENCH SHORING SPACING _ CLOSE SHEETING I OPEN SHEETING 2"-900 S.E. BRASS ELBOW 16 MESH BRONZE OR ___l STAINLESS STEEL SCREEN TO BE CRIMPED OVER OPENING & FASTENED WITH STAINLESS STEEL CLAMPS 1-12"x12" BONNEY FORGE 3000# THREADOLETS, OR APPROVED EQUAL TYPICAL STEEL SECTION _ FITTINGS 4 - 0 X 45' STEEL BENDS 2 - 0 BELL -FLANGE ADAPTERS 2 - 0 SLIP-ON FLANGES 150 # 2 - O INSULATED JOINT KITS STRINGER TRENCH JACK o° Qr„ urnl0m e` \PENETRATION AS DETERMINED BY JJJ11�� PROF. ENGINEEREG. TRENCH JACK AND STRINGER CROSS BRACE STEEL SHEET PILING p0 PENETRATION AS, DETERMINED BY CONTRACTORS REGISTERED PROFESSIONAL ENGINEER STEEL PILING 2"-900 BRASS ELBOW -2" BRASS NIPPLE 2" NIPPLE (RED BRASS) -7 2" APCO COMBINATION AIR & VACCUM RELEASE VALVE W/2" ORIFICE DIA. NO. 145-C OR APPROVED EQUAL �--------- �2" NIPPLE (RED BRASS) `�2" BRASS GATE VALVE, HANDWHEEL OPERATED !.� _--_`�2" NIPPLE (RED BRASS) TLJS�;lm'rll fl AIR RELEASE VALVE DETAIL N.T.S. GENERAL NOTES: 1.TRENCH SAFETY SYSTEM TO MEET, AS A MINIMUM, THE REQUIREMENTS OF OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P AND Q. 2.1HE CONIRAUIUR MAY ELECI '10 USE AN ALTERNATE SYS'I€M 10 THE TIM- BER TRENCH SHORING SHOWN IN THE TABLE. THE ALTERNATE SYSTEM, BE IT A TRENCH BOX, STEEL SHEET PILING, TRENCH JACKS OR A COMBINATION OF THE ABOVE, MUST BE CERTIFIED BY THE CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER THAT IT PROVIDES EQUAL OR GREATER PROTEC- TION THAN THE TIMBER TRENCH SHORING SHOWN ON THIS DETAIL SHEET. 3. CONTRACTOR SHALL PERFORM DAILY TRENCH SAFETY SYSTEM INSPECTIONS TO INSURE THAT THE SYSTEM MEETS OSHA REQUIREMENTS AND IS APPRO- PRIATE FOR SPECIFIC SITE CONDITIONS OF THE OPEN TRENCH. INSPEC- TIONS ARE REQUIRED AFTER. RAINSTORMS OR ANY CHANGE IN CONDITIONS THAT MAY INCREASE THE POSSIBILITY OF A CAVE-IN OR SLIDE. 4. IN THE EVENT THAT TRENCH UPRIGHTS CAN NOT BE PLACED BELOW TRENCH BOTTOM AS SHOWN ON DETAIL, CONTRACTOR MUST PROVIDE ENGINEER WITH PLANS THAT DEMONSTRATE THAT THE UPRIGHTS WILL BE BRACED AND MAINTAINED IN A VERTICAL POSITION. 5. WHERE THE TRENCH SAFETY SYSTEM CROSSES A UTILITY, THE UTILITY LINE MUST BE ADEQUATELY SUPPORTED TO PREVENT ANY DAMAGE. IN ADDITION, IN TRENCHES WITH CLOSED SHEETING, THE UPRIGHTS MUST SURROUND THE UTfUTY. OPEN TRENCH SHEETING SPACING MUST BE ADJUSTED AS TO NOT EXCEED THE MAXIMUM ALLOWED SPACING. (NO SEPARATE PAY) 6. TRENCH SHALL BE DRAINED AS REQUIRED SO WORK MAY BE ACCOMPLISHED SAFELY AND EFFICIENTLY. IF NECESSARY, INSTALL DEWAI'ERING SYSTEM TO PROVIDE A DRY TRENCH BOTTOM. DELIVER DISCHARGE FROM SYSTEM TO NATURAL DRAINAGE CHANNEL OR TO STORM DRAINS. 7.IN TRENCHES FOUR FOOT DEEP OR MORE, CONTRACTOR TO PROVIDE ADE- QUATE MEANS OF TRENCH EXIT SUCH AS LADDER OR STEPS AND THEY MUST BE LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL TRAVEL. 8. MEASURE "PERMANENT TIMBER TRENCH SHORING" BY LINEAR FOOT OF TRENCH PROTECTED. PAYMENT IS BY STATED SAME LINEAR FEET OF TRENCH PROTECTED EARTH CONDITIONS NOTED IN THE PROPOSAL (BID). 9. STRINGERS AND BRACES TO BE SECURELY FASTENED. i O.TRENCH SHORING SYSTEM HAS BEEN DESIGNED WITH NO ALLOWANCE FOR LIVE LOAD SURCHARGE. IF LIVE LOAD SURCHARGE IS ANTICIPATED IT SHALL NOT BE PLACED WITHIN 2 FEET OF EDGE OF TRENCH AND CONTRAC- TOR'S REGISTERED PROFESSIONAL ENGINEER SHALL DESIGN TRENCH SHOR- ING SYSTEM TO ACCOMMODATE THE ANTICIPATED LIVE LOAD SURCHARGE. 11.TIMBER SIZES ARE BASED ON STRESSES OF 1650 PSI FOR EXTREME FIBER IN BENDING AND 1450 PSI FOR COMPRESSION PARALLEL WITH GRAIN. 12. EARTH TRENCH CONDITIONS FOR THIS PROJECT ARE ANTICIPATED TO BE AS SHOWN IN THE GFOTECHNIGAL REPORT AVAILABLE FROM FNGINFFR. 13.TIMBER TRENCH SHORING TABLE SHOWN ON THIS DEATIL SHEET IS GOOD FOR PIPES WITH O.D. OF UP TO 48 INCHES. THE DESIGN ENGINEER SHALL PROVIDE SEPARATE DESIGN FOR PIPE WITH O.D. LARGER THAN 48 INCHES. 14.SLOPES FOR EXCAVATIONS SHALL BE AS FOLLOWS: A) SOLID ROCK, SHALE OR CEMENTED SAND & GRAVELS = 90' B COMPACTED ANGULAR GRAVELS = 1/2 : 1 C RECOMMENDED SLOPE FOR AVERAGE SOLIDS = 1 1 D COMPACTED SHARP SAND = 1 1/2 : 1 E WELL ROUNDED LOOSE SAND = 2 : 1 15.CLAYS, SILTS, LOAMS OR NON -HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. TRENCH SAFETY SYSTEM DETAILS N.T.S. DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA ® ��ptE OF rflgs,at - �P�E.oF ... �b r .' I : 5:' •'••. S ice:' DONAI,D S. PEEBLES JASON ECKERT 38946 :.�� 944993...__.:: 1SJjpn�E ®. �1�0�SC!CENSEO,G\�� GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT GROSSING LA PORTE, TEXAS WATER DETAILS NO. 1 PROD. NO. A06019-01 SCALE 34 S o E 81 REV. DRWG. NO. 0 NATURAL GROUND BOTTOM OF AUGER PIT . . `.-�. MIN No . z _ AUGER PIT WIDTH ISH GRADE AUGER DETAIL N.T.S. BACKFILL VALVE BOX NOTE: 6" MIN. DISTANCE FOR 0 TAPPING GATE WATER LINE OF 20" VALVE & BOX DIAMETER OR LESS. THRUST BLOCK a0 AUGER HOLE d a d a a 'RING LINE 4 0 (1) 12" x 16"0 BANK SAND ® TAPPING SLEEVE 2 SACK/TON STEEL EXISTING 16" COMPACTED TO 95% WATER MAIN 10uly 1. WATER MAIN ASSEMBLY FOR THE BACK TAP SAME FOR PROPOSED WATER MAIN. 2. PROVIDE RESTRAINED JOINT PIPE AS SHOWN. B/C FH / 1r� Ln 0 2" X 6" TEE 1n ROW FORCEMAIN 3' BACK OF CURB FH LOCATION D ETAI L OR 3' INSIDE ROW N.T.S. O HYDRA-LOC REQUIRED FACE TO STREET 0 6" FLANGED 6" F.N. BRANCH (LEAD) FLANGE TO BE PLACED GATE VALVE AT FINISHED GRADE10016"S ELEVATIONLIPON -� FLANGES �n CONCRETE THRUST BRACING CLASS "B" CONCRETE 18" X 18" X 4" CONC. PAD NOTES: 1. FIRE HYDRANT BONNET AND CAPS TO BE PAINTED SHERWIN-WILLIAMS BB66-Wlll BRIGHT WHITE AND THE BODY SHERWIN-WILLIAMS 1166 E39 SAFETY ORANGE. 2. USE MECHANICAL JOINT FLANGES AND FITTINGS. 3. EBAA FORCE -RESTRAINT SLEEVE SHALL BE ON ALL MECHANICAL JOINT FITTINGS. 4. ALL FIRE HYDRANT SHALL BE MUELLER SUPER CENTURIAN 250, AMERICAN DARLING OR APPROVED EQUAL. STANDARD INSTALLATION OF FIRE HYDRANT N.T.S. ' SIDEWALK 2" WATERLINE 12"0 WATER MAIN VARIES BACK TAP ON EXISTING WATERLINE N.T.S. NATURAL GROUND (1) 12" X 90' BEND a I SYMMETRICAL ABOUT HALF SECTION JHALF SECTION UNDER 2CIlY D OR SEED (AS REQUIRED) PER UNDER PAVEMENT NATURAL GROUN OF LA PORTE STANDARD ECIFICATIONS PAVEMENT- GROUND SUBGRADE , BACKFILL PER CITY OF LA PORTE STANDARD i, l SPECIFICATIONS i�!) SEE , :'.;: `.,I o �-m .. EMBEDMENT MATERIAL PER CITY OF LA PORTE STANDARD SPECIFICATIONS LSEE NOTE 2 DRY BOTTOM NOTE: 1. SEE CITY OF LA PORTE STANDARD DETAIL 2. 6" MIN. FOR MAIN DIAMETER <20" 12" MIN. FOR MAIN DIAMETER >20" D W L% z 0 w z Ir w 0 REVISIONS MARK DATE DESCRIPTION BY 0 05/06 ISSUE FOR REVIEW HS DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA �C J. c. .. OF rfr'4 4 I ./\PEE OF rFky'4 i. :.........................:.. DONALD S. PEEB ....LES . o JASON ECKERT i ...38946 :® 94993 c�.2G-0b a ~~ GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. LA PORTE, TEXAS WATER DETAILS NO. 2 PROD. N0. A06019-01 SCALE 35 SHEET81 REV. DRWG. NO. 0 MARK I DATE REVISIONS DESCRIPTION Rm 1 3144 11.60 NG 6 W SN , ^ 3' 4 IiG Ld �j Z SEE SHEET '15 W = FOR WATERLINE r U CONSTRUCTION U7 ~ PROP WHARTON WEEMS IW to v I 0+41.67 1+ 00 PROP. 2k' X 5' PUSH P�T I � Ii I I I 20_ 0 < (n 16 N X _ Q 12_ DRAINAGE RIPE L - AREA THE 8 _ rONTRACT_R SHALL FIELD VERIFY EXACT-- —I DGA:AO EFORE-- _ \� CON STRUCT ON 4 _ 55_ F PROP, 18" _0 DIA STEEL CASING --I—.: —� EE SHEE. 4 —8 _ s� 1+00 LIGHT SIGNAL STR ET SIGN 1 SIGN 0 BEGIN 55 LF—AUGER STA. 1+10.92 ROP. 10' X 5' ECEIVING PIT 2+00 EXIST WHARTON WEEMS BLVD. BEGIN 80 LF—AUGER STA. 3+91.47 BASELINE 3+00 PROP. 25' X 5' PI IlZW PIT - tNU 00 Lr^ AUGtK STA. 1 +65.61 EXIST. STORM SEWER STATE HIGHWAY 146 SH 146 EXIST. PVM T. 12"1 MIN. 2+00 (1) BACKSIDE TAP------ (1) 12" X 16" TS&V, 82 (f) L.F. AUGER BORE EXIST. STORM SEWER H 146 ' ERiS-`l`-TI-ATDT,s �E EXl _T—P—.v Mz. ALONE; PROP. WATERLINE \!\!\! _._ DRAINAGE PIPE CATEE) _WIIHIN AREA THE _ CONTRACTOR. SHALL FIELD VERIFY EX CT —\\,,\ - CONSTRUCTION yyI I 12." C-90 —PROP. VC WATER LINE 12" MINI CLEAR:-- -- 3+00 4+00 r I 1 I / ixDOY N10N I 6NDCONC I I I FNO 7�00r MON I IN CONC _1 SIGN ' E�rlsl SWB UNE EST 16'1 WATER I , I I / • I '-��LEpHONE F�G\A PROP. 10' X 5' RECEIVING PIT I �I i END 80 LF"AUGER STA. 4+71.58 I I II , �I I II I -EJttS"T-6� GAS LINE EXIST. SB( 15--4" MC GRAPHIC SCALE 0 20' 40' 80' 1 "=40' HOR _. - - .. ... .. .... __ - . ... GRAPHIC SCALE 0 2' 4' 8' 1 "=4' VER DESIGN DATE _ 2-0. DRAWN DATE CHECKED DATE APPROVED DATE 16, SEAL AREA r- / SEAL AREA ••a";E OF TF�40 12 JASON ECKERT G 94993 BACK TAP IN-10�,,SS%........•��0�•r (SEE SHEET 35) 8. (2) 12"X 90'BENDS 4 80 _LF PROP. 18" _ . _ _ . 0 -�-- DIA. STEEL CASING GOLDSTON ENGINEERING INC. --(S -SHE1 CORPUS CHRISTI HOUSTON PORT CROSSING LAND, LP. -4 . PORT CROSSING —8 LA PORTE, TEXAS WATERLINE CROSSING AT SH 146 PLAN & PROFILE STA. +00 TOE D —12 PROJ. NO. A06019-01 SCALE 36 S EEf OF $1 REV. SHOWN DRWG. NO. MARK I DATE REVISIONS DESCRIPTION m 2 l7 STD. PRECAST CONC. SECTIONS LIFTING EYE Wt Di NO. L W W1 D D1 DESCRIPTION 1 4" 8" 8" 25.5" 25.5" REINF. CONC. RING 2 6" 8" 25.5" 25.5" REINF. CONC. RING _ 3 20" 8" _8" 8' 25.5" 34" REINF. CONC. TAPER 4 16" 8" 4" 34" 48" REINF. CONC. TAPER 5 6" 4" 4" 48" 48" REINF. CONC. PIPE 6 12" 4" 4" 48" 1 48" REINF. CONC. PIPE 7 24" 4" 4" 48" 48" REINF. CONC. PIPE 8 .36" 4" 4" 48" 48" REINF. CONC. PIPE 9 4" 8" 8" 34" 34" ADJUSTM'T RING 10 6" 1 8" 8" 34" 34" ADJUSTM'T RING 11 12" 1 8" 1 8" 34 34" ADJUSTM'T RINC NOTES: A. LIFTING EYES (#20) TO BE SET OFF GROOVE AS SHOWN IN ABOVE DETAIL (4 REQUIRED PER SECTION) AND SHALL BE USED TO TIE STD. DROP TO MANHOLE. B. JOINTS SHALL BE SEALED WITH "RAM—NEK" OR APPROVED EQUAL. C. NO STEPS REQUIRED IN MANHOLE. D. DEPTH OF MANHOLE DETERMINES SECTIONS REQUIRED. E. FOR MANHOLES 8' — 12' DEEP, USE 8" WALLS BEGINNING 8" BELOW TOP OF CASTING. F. FOR MANHOLES OVER 12' DEEP, USE 12" WALLS BEGINNING 12' BELOW TOP OF CASTING. G. COAT ENTIRE INTERIOR OF MANHOLE W/ KOPPERS SUPER BLACK PROTECTIVE COATING bilN. THICKNESS = 25 MILS. -33 15/16" DIA- 40 3/4" DIA FRAME SECTION N.T.S. DIA WDUNG HOLE M 1/2" STAI T r'PI SAN -- 48" I.D. M.H. RIM ELEV. 2") APCO MODEL \PPROVED EQUAL _ESS STEEL JG SADDLE JP TO 24" -ORCE MAIN SANITARY SEWER CLEANOUT TEE AND COMBINATION AIR VALVE MANHOLE DETAIL N.T.S. EAST JORDAN IRON WORKS, INC. P.O. BOX 439 EAST JORDAN, MI. 49727 1-800-874-4100 FAX 231-536-4458 DRAWN DATE DEW 01/18/00 APPROVED DATE V-1420\148OZ1 FRAME WITHOUT MUD RING PRODUCT NO. 41420012 CATALOG NO. V-1420\148OZ1 REF, PRODUCT DRAWING 41420012 EST. WT. FRAME: 170 LEIS 77kg OPEN AREA N/A MAT'L SPEC. FRAME — GRAY IRON ASTM A48 CL35 LOAD RATING HEAVY DUTY 1/4" LETTERS --(4) 1" DIA VENT HOLES EAST mmm RCN WORKS AM A48 =50 1 1/4" LETTERS BOTTOM VIEW OF COVER 31 7/8" DIA a 2 1/2"� I 23" DIA �I COVER SECTION EAST JORDAN IRON WORKS, INC. P.O. BOX 439 EAST JORDAN, MI. 49727 1--800 -874-4100 FAX 231-536-4458 DRAWN DATE SBB 10/13/01 APPROVED DATE MANHOLE COVER PRODUCT NO. 41420094 CATALOG NO. V1420 REF. PRODUCT DRAWING NA EST. WT. COVER: 275 LBS 125kg OPEN AREA N/A MAT'L SPEC. COVER — GRAY IRON ASTM A48 CL35B LOAD RATING HEAVY DUTY SANITARY SEWER MANHOLE COVER — *$B" N.T.S. DESIGN DRAWN CHECKED APPROVED SEAL AREA m ��pgti OF T F,Ygs 1 �1 i 4 DONALD S. PEEBLES 1.. 38946 �. l DATE DATE DATE DATE SEAL AREA OF ... to JASON ECKERT CENSEO,G\�� `/Z o/vim -eiw GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS G \ AI i :a ' PROD. NO. A06019-01 SCALE 37 SHOEE( 81� REV. DRWG. NO. 0 REVISIONS MARK DATE DESCRIPTION ED qk 3" NORMAL MANHOLE FRAME AND COVER (SEE DETAIL SAN-022) CMVEL V. AGGGEW ouma SANITARY SEWER WET SAND CONSTRUCTION DETAIL N.T.S. NOTE: 1. ALL MANHOLES IN WET SAND REQUIRE SPECIAL DESIGN. 2. H.D.P.E. ADJUSTMENT RINGS AS MANUFACTURED BY LADTECH, INC. OR APPROVED EQUAL. 3. HORSE -SHOE SHAPED PIPE OPENINGS OR BREAKOUT PIPE OPENINGS WILL NOT BE .ACCEPTED. SANITARY SEWER STD. PRECAST CONCRETE SEWER MANHOLE AND STANDARD DROP N.T.S. ON SITE STILL BACKFILL TO BE PLACED IN 8" LAYERS & COMPACTED TO 95% MAX. DRY DENSITY. EARTH BACKFILL BELL 0 B&SFirc BEDDING AND BACKFILL NOT UNDER STREET OR DRIVEWAY PAVEMENT N.T.S. DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA REINFORCED CONCRETE ASPHALT TOPPING TOPPING ..�>��a MIN. THICKNESS 6" HMIN 1OT-MIX ASPHATIC CONC. m S�P�E OF Tf gs00 ��P'� pF �F ,44 3/4° EXPANSION JOINT p'I ��: 9S* 4 BARS Q 12" i AROUND ALL SAW -CUT C/C. E.W.....:........................:...........»»................... »...... __.:..__.. EDGES DONALD S. PEEHLES JASON ECKERT BASE ,e� F I E m �4��'•</CENSEO:%�� 9 d I v 94993 w 1.5 SACK CEMENT STABILIZED w BASE REPLACEMENT SHALL SAND BACKFILL COMPACTED TO 5! BE CRUSHED LIMESTONE rrr....v� 95% MAX. DENSITY MINIMUM 6 (V 12 TYP, MIRAFI60OX PIPE FABRIC LINER OR EQUAL c (MIN. LAP 12") io CRUSHED CONCRETE OR CRUSHED STONE 3/8" TO 1-3/4" 6" (NO LIMESTONE) TYP. BEDDING AND BACKFILL UNDER PAVEMENT GOLDSTON ENGINEERING INC. N.T.S. CORPUS CHRISTI HOUSTON NOTES: PORT CROSSING LAND, L.P. 1. "CEMENT STABILIZED SAND" FOR BEDDING OR BACKFILL SHALL BE THOUROUGHLY RODDED, PLACED AFTER PIPE IS LAID AND COMPACTED IN ACCORDANCE. WITH THE SPECIFICATIONS, 1 2. "EARTH BACKFILL" SHALL BE COMPACTED IN ACCORDANCE WITH PORT CROSSING AND SHALL MEET THE REQUIREMENTS OF THE SPECIFICATIONS AND SHALL BE PLACED THE SAME DAY PIPE IS LAID. 3. 6" OF "CEMENT STABILIZED SAND" BEDDING SHALL BE PLACED IN THE BOTTOM OF THE TRENCH BEFORE LAYING THE PIPE AND LA PORTE, TEXAS MAKING UP THE JOINTS. SANITARY SEWER DETAILS NO. 2 PROD. NO. A06019-01 SCALE 38 SHEET 81 REV. OF DRWG. NO. 0 MARK I DATE REVISIONS DESCRIPTION N STD. PRECAST CONC. SECTIONS � LIFTING EYE w D (Dla�.+.) S2¢ �wl D) NO. L W W1 D D1 DESCRIPTION l 4" 8" 8" 25.5" 25.5" REINF. CONC. RING 2 6" 8" 8" 25.5" 25.5" REINF. CONC. RING 3 20" 8" 8" 25.5" 34" REINF. CONC. TAPER 4 16" 8" 4" 34" 48" REINF. CONC. TAPER 5 6" 4" 4" 48" 48" REINF. CONC. PIPE 6 7 12" 24" 4" 4" 4" 4" 48" 48" 48" 48" REINF. CONC. PIPE REINF. CQNC. PIPE 8 36" 4" 4" 48" 48" REINF. CONC. PIPE 9 4" 8" 8" 34" 34" ADJUSTM'T RING 10 6" 8" 8" 34" 1 34" ADJUSTM'T RING 11 12" 8" 8" 34" 1 34" ADJUSTM'T RING CEM. MORTAR V) z ),) O J O U w x z V) Q z w � 0 w V) o z_ c> w � � � w 0 o n w co z i w w � o � o w = z > o x o w 4 o z = 0 ~ W M ca W r =� =h caw � xof w> da �o N w NOTES: A. ALL PRECAST SECTIONS TO BE ASTM C-478. B. LIFTING EYES (#20) TO BE SET OFF GROOVE AS SHOWN IN ABOVE DETAIL (4 REQUIRED PER SECTION) AND SHALL BE USED TO TIE STD. DROP TO MANHOLE. C. JOINTS SHALL BE SEALED WITH "RAM—NEK" OR APPROVED EQUAL. D. NO STEPS REQUIRED IN MANHOLE. E. DEPTH OF MANHOLE DETERMINES SECTIONS REQUIRED. F. FOR MANHOLES 8' — 12' DEEP, USE 8" WALLS BEGINNING 8" BELOW TOP OF CASTING. G. FOR MANHOLES OVER 12' DEEP, USE 12" WALLS BEGINNING 12' BELOW TOP OF CASTING. H. COAT ENTIRE INTERIOR OF MANHOLE W/ KOPPERS SUPER BLACK PROTECTIVE COATING MIN. THICKNESS = 25 MILS. PROVIDE "SEWER GUARD" WATERTIGHT MANHOLE INSERT AS MANUFACTURED BY FOSROC, ON ALL PROPOSED MANHOLES ,--STD. 32" FRAME i AND COVER 34" af O� w zoui N Www 0 z X ON3 _ J a. co LES STD. DROP STD. MANHOLE 6" MIN -- IDENTICAL SECTION #20 TC LIFTING JOINT 12 SL 4E ASTM LIFTING EYES 4 REQUIRED (#20) PAVEMENT ADJUSTMENT RINGS AS REQUIRED; MORTAR AND SEAL COATED CORROSION RESISTANT MANHOLE — RESILIENT CONNECTOR PER ASTM C923 (TYP) e FLOW PLAN VIEW 32" DIA STANDARD MANHOLE FRAME AND COVER CEMENT MORTAR AS REQUIRED d z r NATURAL GROUND NOTES: 1. SEAT MANHOLE FRAME IN SEALANT PER STANDARD SPECIFICATION. 2. IF FORCE MAIN HAS BENDS WITHIN 25 FT OF MANHOLE, EXTEND RESTRAINED JOINTS TO 25 FT MINIMUM UPSTREAM OF BEND. 3. OMIT CEMENT MORTAR WHEN MANHOLE IS LOCATED IN PAVED AREA, 4. MINIMUM REINFORCING IN BASE SHALL BE 5 ©SEW. 5. PRECAST RINGS SHALL BE PROVIDED FOR A COMBINED ADJUSTMENT HEIGHT OF AT LEAST 12". THE TOTAL HEIGHT OF THE ADJUSTMENT RINGS SHALL NOT EXCEED 1'-6". NOTES TO SPECIFIER: Y. INDICATE SIZE OF FORCE MAIN, INCREASER AND DISCHARGE EITHER ON THIS DETAIL OR ON PLAN AND PROFILE. 2. PROVIDE INVERT ELEVATIONS OR FORCE MAIN AND SEWER CONNECTIONS TO MH, ON THIS DETAIL OR PLAN AND PROFILE. 3. THIS DETAIL IS TO BE USED ONLY WHEN THERE ARE NO INTERSECTING GRAVITY SEWERS. 4. DETAIL MAY BE REVISED TO ORIENT INCOMING FORCE MAIN AT OTHER ANGLES RELATIVE TO GRAVITY SEWER. 5. FORCES MAINS SHALL BE TRANSITIONED OUTSIDE OF THE MANHOLE TO DISCF,AP.GE LN'TO THE INVERT WITH BENCHWALL. 2" PVC SCH. 40 WI/THREADED JOINTS FORCE MAIN LESS STEEL SADDLE 00 BOTTOM OF CORROSION iv d RESISTANT LINER 12" DISHED CONC FILLET �4E FOUNDATION AND BACKFILL MATERIAL AND PLACEMENT ELEVATION VIEW TABLE 'A' MANHOLE DIAMETER 4'-0" 5'-0" 6'-0" MAX DISCHARGE SIZE 1 6" 1 14" 1 24" DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA /10 OF�TF�1, OF rF l%W : ................ aq �� or * o itc ; DONALD.S: PEEBLES JASON ECKERT 3E94694993 JA� � �_ �e *ONAL _•� aa�zV SANITARY SEWER MANHOLE TYPE "F" FOR FORCE MAIN DISCHARGE GOLDSTON ENGINEERING INC. TYPICAL ALL CORPUS CHRISTI HOUSTON SANITARY SEWER N.T.S. PORT CROSSING, L.P. TYPE 4 MANHOLE FOR 6" TO 12" SEWERS N.T.S. PORT CROSSING LA PORTE, TEXAS SANITARY SEWER DETAILS NO. 3 PROJ. NO. A06019-01 SCALE 39 SHEET 8REV. 1 DRWG. NO. of 0 v EXISTING GRADE EXISTING "4' MIN" WATER LINE-. GROUND LINE � I JCL WATER MAIN WATER MAIN 20.0' SECTION OF PVC-C900 DR18 REQUIRED WHEN CLEARANCE BETWEEN WATER & SEWER MAINS IS 10.0' OR LESS. z_ * PVC PRESSURE_/ PIPE 1 10.0' 10.0' NOTE: ADAPTER MADE SPECIFICALLY FOR CONNECTING SPECIFIED SEWER PIPE TO PVC PRESSURE PIPE IS USED. PLAN NEW SANITARY SEWER NEW SANITARY SEWER PARALLEL TO EXISTING WATER LINE NOTES: 1. SANITARY SEWER MUST BE BELOW WATER LINE WHEREVER POSSIBLE. WHEN WATERLINE IS BELOW THE SANITARY SEWEI PROVIDE MINIMUM 2 FT SEPARATION/ - AND INSTALL PIP] SAME AS FOR SEWER BELOW WATER. 2. WHEN PRESSURE -RATED PIPE IS REQUIRED, PROVIDE PIPE WITH MINIMUM 150 psi PRESSURE RATING. 3. ADAPTERS MUST BE FACTORY MOLDED OR FABRICATED, WITH RING STIFFNESS AT LEAST EQUAL TO THE ADJOINING SANITARY SEWER PIPE, AND USING RESILIEN"I, GASKET OR SEAL MAIERIAL. FLEXIBLE RUBBER 'BOOT" TYPE ADAPTERS WILL NOT BE ACCEPTED. 4. INSTALL FORCE MAINS SAME AS FOR. GRAVITY SEWER, USING SPECIFIED PRESSURE PIPE. 5. "Y" MUST ALWAYS BE GREATER THAN OR EQUAL TO 6". 6. ALTERNATIVES MAY BE SHOWN ON THE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS. 7. SEPARATION REQUIREMENTS SHOWN HERE DO NOT APPLY TO SERVICE CONNECTIONS - REFER TO PLUMBING CODE FOR APPLICABLE REQUIREMENTS. SANITARY SEWER SEWER MAINS AT WATER MAIN CROSSING DETAIL N.T.S. TABLE "A" BASE SLAB REINFORCING AND THICKNESS MH BASE DIA FT DEPTH TO INV (FT) BASE THICKNESS REINFORCING (E W, T & B) 8 < 20 1'-0" # 6 @ 10" <_ 25 l'-2" # 6 @ 8" <_ 30 l'-4" # 6 @ 7" < 40 1'-6" # 6 @ 6" <_ 50 1'-8" # 6 @ 6" < 60 V-10" # 6 @ 6" 6 < 15 1'-0" # 5 @ 8" <_ 20 1'-0" # 5 @ 8" <_ 25 1'-2" # 5 @ 7" <_ 30 1'-2" # 5 @ 6" <_ 40 V-2" # 6 @ 8" <- 50 V-4" # 6 @ 8" < 60 1'-4" # 6 @ 7" 5 < 15 20 1'-0" 1,_0" # # 5 5 @ -------------- @ 8" 7„ < 25 1'-0" # 5 @ 6" <— 30 1'-0" # 6 @ 10" <— 40 1'-2" # 6 @ 10" < 50 1'-2" # 6 @ 9" <_ 60 V-2" # 6 @ 8" 4 20 V-0" # 5 @ 8" <— 25 1'-0" # 5 @ 8" <_ 30 l'-0" # 5 @ 7" < 40 1'-0" # 6 @ 10" Q-rAmnAon (AQ-r IDnKI naANHOLE SECTION B - B DROP MANHOLE SANITARY SEWER PRECASTCONCRETE MANHOLE WITH CAST -IN -PLACE BASE N.T.S. LU "B" CONC. Q jz 73 END i • d 'd • d 'd d" � : d • 4 . d • d •d • d -44. CONCRETE n •d,`p' t•'e •d PIPE BELL •4 - e. •d •d'-0. 'd•d 'd :d d:%�•ed,•e, •d:d •oa NOTE: 1. THE CONTRACTOR SHALL CENTER A MINIMUM OF 18 FOOT JOINT OF DUCTILE IRON PIPE OR C900 PVC PIPE ACROSS THE CENTER OF THE PROPOSED STORM SEWER. 4'(rY� 1 CONCRETE CONCRETE PIPE CAST IRON PIPE 46 SECTION 12" MIN 6" MIN d d d d:A 'dd :d d••d •d -4. -4 SANITARY SEWER PIPE CUT CONCRETE CONCRETE PIPE. USE ADAPTER LONGITUDINAL CROSS-SECTION A DOWNSTREAM CONNECTION C T ADAPTER 8- #3 BARS CONCRETE PIPE CAST IRON PIPE 44 SECTION EXISTING STORM SEWER 2'-O" MIN (Q)) 4 - # 3 BARS DUCTILE IRON PIPE 4 - # 3 BARS 12" MIN 12' MIN N 8 - # 3 BARS n� , •a , o, a ,p ' : • � �• n .a • CONCRETE C T ADAPTER O LONGITUDINAL CROSS-SECTION B EXISTING STORM SEWER UPSTREAM CONNECTION) SANITARY SEWER DUCTILE IRON SANITARY SEWER CROSSING STORM SEWER N.T.S. NOTES: 1. SEAT MANHOLE FRAME IN SEALANT PER COH STANDARD SPECIFICATION. 2. OMIT CEMENT MORTAR WHEN MANHOLE IS LOCATED IN PAVED AREAS. 3. PROVIDE BACKFILL TO MATCH ADJACENT PIPE TRENCH BACKFILL PER COH STANDARD SPECIFICATION. 4. MANHOLE DROP AND INTERSECTING PIPES SHALL BE INSTALLED ONLY WHEN CALLED FOR IN PLAN AND PROFILE DRAWING. NOTE TO SPECIFIER: 1. TABLES "A" AND "B" WILL BE USED TO DESIGN THE CAST —IN —PLACE BASE AND WALL FOR VARIOUS MANHOLE DIAMETER AND DEPTH. TABLE "B" WALL REINFORCING AND THICKNESS — MH BASE DIA FT DEPTH TO PIPE TO INV (FT) CAST MAXIMUM —IN —PLACE WALL HEIGHT WALL THICKNESS REINFORCING AT EACH FACE VERTICAL HORIZONTAL 8 20 6'-0" O'-10" # 6 @ 12" # 6 @ 12" <_ 25 6'-6" 0'-10" # 6 @ 10" 30 7'-0" 0'-10" # 6 @ 8" 40 8'-0" 1'-0" # 6 @ 8" < 50 9'-0" 1'-2" # 6 @ 6" <_ 60 10'-0" l'-4" # 6 @ 6" 6 < 15 5-0" 0'-8" # 5 @ 12" # 5 @ 12" < 20 5-6" 0'-8" # 5 @ 8" < 25 6'-0" 0'-9" # 5 @ 8" <_ 30 6'-0" 0'-9" # 5 @ 6" # 5 @ 8 < 40 7'-0" 0'-10" # 5 @ 8" <_ 50 7'-0" 1'-0" # 6 @ 8" < 60 8'-0" 1'-2" # 6 @ 7" 5 <_ 15 5'-0" 0'-8" # 5 @ 8" # 4 @ 12" <_ 20 5-4" 0'-8" # 5 @ 7" < 25 5'-8" 0'-10" # 5 @ 6" <_ 30 6'-0" 0'-10" # 6 @ 10" # 5 @ 12" <_ 40 6'-4" 0'-10" # 6 @ 10" <— 50 6'-8" 1'-0" # 6 @ 8" <— 60 7'-0" 1'-0" # 6 @ 8" 4 < 20 4'-6" 0'-8" # 5 @ 12" # 4 @ 12" <_ 25 5'-0" 0'-8" # 5 @ 10" < 30 5'-6" 0'-10" # 6 @ 12" <— 40 1 6'-0" 0'-10" # 6 @ 12" REVISIONS MARK DATE DESCRIPTION DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA SEAL AREA OF rF�9sI1�rF_ kk44 ....:......................... ......*<..__._.._._......_....-__..`»_...'y DONALD S. PEEBLES JASON ECKERT i 38946 94993 o tit, /ONAL /D6 _eLm~ GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS m SANITARY SEWER DETAILS NO. 4 PROD. NO. A06019-01 SCALE 40 STUFFY REV. OF 81 DRWG. NO. REVISIONS MARK DATE DESCRIPTION A 8-31-06 DELETE CASING BY MGSI NOTES: IF THE LIFT STATION IS NOT OPERATIONAL AT THE TIME THAT FRONTIER IS READY FOR OCCUPATION, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PUMPING TRUCK TO EMPTY LIFT STATION. --- -------- . ..... ---------- PROP. ELECTRICAL 50' B.L., LANDSCAPE 50' EX XON CONTROL PANEL PROP. BUFFER & U.E. EASEMENT (SEE SHEET 46) SAN. �WR-.� N -z;- lD2.105.96 PROPOSED STORM SEWER PROP. F501 28,036.60 EXISITING GAS LINES 5( rr -- :M SEWER B� S N_- -E SAN. !!R. N = 102.056.03 E = 28,039.23 31 PROP. ELECTRICAL PROP. STORM SEWER SERVICE DROP 8' DIA JET"WEtL PROP. PHONE i I) SERVICE DROP (SEE SH ET 42) (SEE SHEET 45 EXISTING EDGE OF ASPHALT ROAD (TO BE REMOVED) (10 BE REMOVED) EXISTING EDGE OF ASPHALT ROAD -�X\ X, (TO BE REMOVED) W/AINLINK FEN R=6' PRIVACY SLATS PROP. PCC ROAD 00 -PRO vc IQ 4-/'00 < OP. O p C A 102//�8.011 PROP. ROW E 076. 80 IN = 11 .107.94 E = 28, 74.17 PROP. WATERLINE PROP. 12" WATER LINE PROP. 6" FORCE MAIN DESIGN DATE DRAWN DATE CHECKED DATE 25' BL xxoo APPROVED DATE & U.E. SEAL AREA SEAL AREA x O -\i7 .......... P4 ry JASON ECKERT 94993 Z #4T /CENS k%kS%/ONAL 0 101 20, .40, 1'-.200 -e4v GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS LIFT STATION SITE LAYOUT PROD. NO. A06019-01 SCALE 41 SHOFEET 81 REV. DRWG. NO. 1 " =20' 0 MARK REVISIONS DATE DESCRIPTION 1.99 o, h 4 Submersible Pump Access Hatch, Pod -Lockable Aluminum With Split Cover, And Hatch Nets 1-Add? 15 Cant Eo Face, Top & Bottom (Typ 4 Lac) ,45012" OC - Apply Epoxy Bonding Compound - at Connection Between Top Slab And RCP Pipe (rip) Expose 10' of Steel Reinforcing - From The Concrete Pipe to Serve as Dowels Into Top Slab (70) T--Lock Line on Interior of Wet Well Roof Two (2) Stainless Lifting Chains Two (2) Pump Power Cables by Pump Manufacturer 12' INCOMING SANITARY SEWER FL = -5.10 ON' ELEV = -5.10 A// Pumps Submersible Pumps Itl Concrete Pipe Support -\ 7` fO ®0 PVC or OC Wall Flange w/Waterproof Non -shrink Grout IM Thrust Block (2 Regb) Cement Stabilized Sand Compacted to 95X Max Density as Per A37M D-698. Strop RCP Sections Together w/ 60x1/41W-4' Galvanized Plate Anchored w/4-1/200 Hi/tl HIT HY 150141/T--ICE HAS Adhesive Anchors, Mn 4 1/4' Embed,• 6 Strops Per Joint. ,� Intermediate Guide Bar Bracket -1/8"b Stain Steel Foot Cable w/ Stain Steel Mounting Clamps 12' INCOMING SANITARY SEWER FL = -2.76 Two (2) Stain SH Ga/de Rail Assemblies Prop 72*0 I.D. RCP C-76, Class N w/ Rubber-Gasketed Joints .-PVC Coated Weight 10A FF= -11.00 " " LJ Roughen up Wall 3" C/r of Pipe and Apply Epoxy Bonding Compound (Typ) 2' C/r_ .5012 OC 2' GYr (TYp) Concrete Sea/ and Anchoring Slob PROFILE NTS -1/2'0 Hilti HIT Hy 150AIT--ICE HAS Threaded Rods w/4 1/4' Embedment Depth Into Wail and 1=3" Min Into Slab, ® 12" O.C. Anchor to Conc Floor w/ (4) 31410 Hirt/ HVA Stain St/ Adhesive Anchors w/ 2' Projection, • Min 8' Embed ELEV. 16.10 ELEV. 15.6 1 NG ELEI! = 15.1 1 ® 2" PIPING CHART Air Release Valve, APCO MODEL 400 OR APPROVED EQUAL ® 2" Air & Vacuum Valve, APCO MODEL 401 OR APPROVED EQUAL ® 4" Spool Piece, FJ ® 4" Blind Flange 413 4" Dresser Coupling, Style 128 ® 4"x90' Bend, FJ 4N 4" Swing Check Valve, FJ Q 4" Eccentric Plug Valve, FJ ® 6" SPOOL PIECE, FJ HI 6" X6" TEE, FJ ® 6" X4" REDUCER, FJ ® 6" x45' BEND, FJ ® 6" X6" WYE, FJ PIPING NOTES 1. All pipe to be ductile iron pipe (DIP) until the second joint underground. - 2. O Denotes the use of a restrained, push -on connection. 3. Unless otherwise noted on the construction drawings, all pipe centered in walls shall have a wall flange. All wall flanges shall be cast -in -place with structural concrete or grouted in block -outs with non -shrink grout. Bollari Y-• Ba/lard (Typ) ,arts DESIGN Pipe DRAWN CHECKED APPROVED SEAL AREA DATE DATE DATE DATE SEAL AREA ot JASON ECKERT �_---»»»... 94993""'» i . EN........... � ` /©6 PLAN VIEW NTS GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA PORTE, TEXAS LIFT STATION PROFILE [DDRWG. OJ. N0. A06019-01 SCALE 42 SHEET REV. OF 81 0 NO. ELECTRICAL_ PLAN SHEET SYMBOLS SYMBOL DESCRIPTION SYMBOL DESCRIPTION A O FLUORESCENT LIGHTING FIXTURE FS FLOAT SWITCH BRACKET MOUNTED INCANDESCENT OR HIGH EP ELECTRO-PNEUMATIC VALVE INTENSITY DISCHARGE FIXTURE (NUMBER INDICATES LIGHTING PANEL CIRCUIT NUMBER - TYPICAL FOR ALL �— SOLENOID VALVE LIGHTING & RECEPTACLE CIRCUITS) 8-I SINGLE CONVENIENCE RECEPTACLE ELECTRIC THERMOSTAT WPE)=4 DUPLEX CONVENIENCE RECEPTACLE (WP INDICATES TQ— TEMPERATURE ACTUATED DEVICE CAST WEATHERPROOF OUTLET BOX & COVER) SINGLE SPECIAL PURPOSE RECEPTACLE (LETTER SINGLE POLE TOGGLE SWITCH INDICATES TYPE PER SCHEDULE) t2 DOUBLE POLE TOGGLE SWITCH �-i TELEPHONE UTILITY SYSTEM OUTLET f3 3 - WAY SWITCH _ LIGHTING PANEL fT MANUAL MOTOR STARTER WITH THERMAL ELEMENT ® UTILITY METERING CABINET o o' BATTERY POWERED EMERGENCY LIGHTING FIXTURE TELEPHONE UTILITY SYSTEM BACKBOARD Ep UNIT HEATER ® DISTRIBUTION PANEL CLASS 1, DIV I, CONDUIT SEAL 0 CABINET OR PULL BOX EXPOSED CONDUIT UNFUSED SAFETY SWITCH - 3P, 30A, 600V UNLESS OTHERWISE INDICATED. �� EXPOSED PUMP CABLE oJ FUSED SAFETY SWITCH - 3P, 60OV, 30A MINIMUM 30 OR AS REQUIRED TO ACCOMMODATE FUSE SIZE / ' E �� CONDUIT CONCEALED IN FLOOR SLAB OR UNDER INDICATED FLOOR SLAB. (CONDUITS 1-1/2" OR LARGER SHALL BE INSTALLED UNDER FLOOR SLAB). Is OUTLET OR JUNCTION BOX CONDUITS RUN UNDER FLOOR SLAB SHALL BE ENCASED IN CONCRETE. SEE NOTE 2 ®� COMBINATION PROTECTIVE DEVICE & MAGNETIC STARTER HOMERUN TO PANEL OR MCC AS NOTED 4 SINGLE UNIT PUSHBUTTON STATION 4 2-UNIT PUSHBUTTON STATION _ - CONCRETE ENCASED DUCTBANK • (SECTION INDICATES CONDUIT CONFIGURATION & DESIGNATIONS) • j 3-UNIT PUSHBUTTON STATION e-0 00 EXPOSED CONDUIT BANK �/�\ • -� AIR TERMINAL ELECTRIC MOTOR -NUMBER INDICATES HORSEPOWER O Q"HAND -OFF -AUTOMATIC" SELECTOR SWITCH GROUND ROD &WELL S V VACUUM SWITCH 0< FLOODLIGHT 4 LIMIT SWITCH DUCTBANK SECTION S S FLOW SWITCH LIGHT LINEWEIGHT (EXISTING) HEAVY LINEWEIGHT (PROPOSED) g PRESSURE SWITCH ----.- HIDDEN CONDUIT Q—E— UNDERGROUND CONDUIT S TORQUE SWITCH Q PNEUMATIC/ELECTRIC SWITCH CONDUIT SYSTEM NOTES E 1. ANY CONDUIT WITHOUT FURTHER DESIGNATION INDICATES 2 #12 IN 3/4" CONDUIT. GREATER NUMBER OF WIRES ARE INDICATED AS FOLLOWS. PROXIMITY LIMIT SWITCH (3 WIRES) fff� (4 WIRES) ETC. LONGER HASHMARK INDICATES S NEUTRAL CONDUCTOR, LONGER HASHMARK WITH DOT INDICATES GROUND CONDUCTOR. NO. INDICATES WIRE SIZE WHEN OTHER THAN #12 AWG. 4 MAGNETIC REED DOOR SWITCH S 2, CONDUITS EMBEDDED IN STRUCTURAL CONCRETE (FLOOR SLABS, ETC.) SHALL BE SO LOCATED AS NOT TO UNDULY IMPAIR THE STRENGTH OF THE CONSTRUCTION ❑ AND SHALL BE SPACED NOT LESS THAN TWO TIMES THE CONDUIT OD BETWEEN CONDUIT MARKER ADJACENT CONDUITS EXCEPT WHERE CROSSING OR OTHERWISE APPROVED BY THE ENGINEER. n CONDUIT END CAP 3. WIRING FOR LIGHTING, RECEPTACLES AND OTHER MISCELLANEOUS CIRCUITS SHALL CONFORM TO THE CIRCUITING INDICATED ON THE DRAWINGS WITH ARRANGEMENT AND ROUTING AS REQUIRED. THE WIRING SHALL BE SO ARRANGED THAT NO MORE THAN 6 CURRENT CARRYING CONDUCTORS SHALL BE INSTALLED PER CONDUIT AND CIRCUITS OF DIFFERENT PANELS SHALL BE INSTALLED IN SEPARATE RACEWAYS. CONTROL SYMBOL DESCRIPTION cR CONTACT RELAY, 4 POLE UNIVERSAL - PLUG IN I —cab - CIRCUIT BREAKER TD TIME DELAY RELAY ®; INDICATING LIGHT, A -AMBER; B-BLUE G-GREEN; R-RED; W-WHITE OMAGNETIC MOTOR STARTER M HOLDING COIL CONTACT NORMALLY - OPEN - NORMALLY CLOSED) CR CR CONTROL COIL CONTACT NORMALLY -iI' '-i'- OPEN - NORMALLY CLOSED) EiM ELAPSED TIME METER 1_L F. _ . _ G A ITEM LOCATED ON FACE OF AUTO SENSORY PANEL 50 RECEPTACLE -Oro PRESS -TO -TEST INDICATING LIGHT _.,_a L-.j HAND -OFF -AUTO SWITCH 0 0 PUSHBUTTON -o ST ON -OFF _moo. ON -OFF SWITCH -ono- FLOAT OPERATED SWITCH, O CLOSES ON RISE xx TIME DELAY RELAY CONTACT -o-� N.C., TIME DELAY CLOSING (I.O.T.D.C.) MS MOISTURE SENSOR Ts TEMPERATURE SENSOR n FLASHER MODULE INSTRUMENTATION SYSTEM SYMBOLS SYMBOL DESCRIPTION 0 0--0 - MECHANICAL LINK —� PNEUMATIC SIGNAL ---�� ELECTRICAL SIGNAL CONNECTION TO PIPING eDISCRETE FIELD MOUNTED INSTRUMENT eINTERNAL OR INACCESSIBLE DISCRETE DEVICE ePANEL MOUNTED DISCRETE DEVICE ® PLC INPUT/OUTPUT CHECK VALVE ISOLATION VALVE qj SCHRADER VALVE Ss SOLENOID RO RELAY IDENTIFICATION LETTERS FIRST LETTER SUCCEEDING LEITERS MEASURED OR READOUT OR OUTPUT IMITATING PASSIVE FUNCTION MODIFIER VARIABLE FUNCTION A NOT USED ALARM E NOT USED SENSOR (PRIMARY ELEMENT H IHAND HIGH I CURRENT (ELEC) INDICATE J POWER K TIME L LEVEL LOW R NOT USED RECORD S NOT USED SWITCH Y EVENT, STATE RELAY, COMPUTE, OR PRESENCE CONVERT Z POSITION, DIMENSION ON-E-LINE DIAGRAM SYMBOLS SYMBOL DESCRIPTION -II SEPARABLE CONTACTS I� I CIRCUIT BREAKER O 31 MOTOR ETM ELAPSED TIME METER HOA HAND -OFF -AUTO INDICATING LIGHT o A -AMBER; B-BLUE G-GREEN; R-RED; W-WHITE SP SURGE PROTECTOR ,n o ?►- CURRENT TRANSFORMER (CT) DESIGNATION INDICATES QUANTITY & RATIO ® GROUND BUSS w�v TRANSFORMER POWER FACTOR CORRECTION CAPACITOR PFR PHASE FAILURE RELAY ® FUSE -xj- MOTOR OVERLOAD FUSED DISCONNECT SWITCH TS TEMPERATURE SENSOR MS MOISTURE (SEAL FAIL) SENSOR ABBREVIATIONS A ---------- AMP NEUT ---------- NEUTRAL ADJ ---------- ADJUSTABLE N.O. ---------- NORMALLY OPEN AFF ---------- ABOVE FINISHED FLOOR OL ---------- OVERLOAD AI ---------- ANALOG INPUT P ---------- POLE ALT ---------- ALTERNATOR PFR ---------- PHASE FAILURE RELAY AO ---------- ANALOG OUTPUT PLC ---------- PROGRAMMABLE LOGIC CONTROLLER APSL ---------- AIR PRESSURE SWITCH LOW POS ---------- POSITION ATS ---------- AUTOMATIC TRANSFER SWITCH PRV ---------- PRESSURE REDUCING VALVE C ---------- CONDUIT PS ---------- PRESSURE SWITCH CA ---------- CABLE PVC ---------- POLYVINYL CHLORIDE CAB ---------- CABINET PVC RGS-------- PVC COATED RIGID GALV CONDUIT CAT. ---------- CATALOG PWR ---------- POWER CB ---------- CIRCUIT BREAKER R ---------- RELAY CKT ---------- CIRCUIT RAPSL---------- AIR PRESSURE SWITCH LOW RELAY CLR ---------- CLEAR REE ---------- ELEC BLDG ENTRY AUX RELAY COMM ---------- COMMUNICATIONS RGS ---------- RIGID GALVANIZED CONDUIT CONT ---------- CONTINUED RHLA ---------- HIGH LEVEL ALARM RELAY CPT-N---------- CONTROL POWER TRANSFORMER NEUTRAL RLH ---------- HIGH LEVEL AUX RELAY CPU ---------- CENTRAL PROCESSING UNIT RLL ---------- LOW LEVEL AUX RELAY CT ------ --- CURRENT TRANSFORMER RM ---------- PUMP RUN AUX RELAY Cu ---------- COPPER RMOR ---------- MOTOR OVERLOAD AUX RELAY CW ---------- COOL WHITE RMTH ---------- MOTOR TEMPERATURE RELAY DI ---------- DISCRETE INPUT RPLD ---------- RUN PUMP LEAD RELAY DIREC ---------- DIRECTIONAL RPL1 ----------RUN PUMP LAG 1 RELAY DIV ---------- DIVISION RPL2 ---------- RUN PUMP LAG 2 RELAY DN ---------- DOWN RPL3 ---------- RUN PUMP LAG 3 RELAY DO ---------- DISCRETE OUTPUT RPL4 ---------- RUN PUMP LAG 4 RELAY ETM ---------- ELAPSED TIME METER RPDLD ---------- RUN PUMP DRY LEAD RELAY G.E. ---------- GENERAL ELECTRIC RPDL1 ---------- RUN PUMP DRY LAG 1 RELAY GFI ---------- GROUND FAULT INTERRUPT RPLD1 ---------- RUN PUMP DRY LAG 1 RELAY GND ---------- GROUND RPLD2 ---------- RUN PUMP DRY LAG 2 RELAY HL&P ---------- HOUSTON LIGHTING & POWER RPLC ---- ------ PLC MODE AUX RELAY H-O-A--------- HAND OFF AUTO RPLCOR---------'PLC OVERRIDE HPS ---------- HIGH PRESSURE SODIUM RPLM ---------- PLC PUMP RUN RELAY ING ---------- INCANDESCENT RPLMP---------- BACKUP SYSTEM RUN RELAY JB ---------- JUNCTION BOX RR ---------- RUN RELAY KA SYM--------- THOUSAND AMPS SYMMETRICAL RRST ---------- PUMP RESET AUX RELAY KS ---------- KEY SWITCH RTAH ----------'TEMPERATURE ALARM AUX RELAY KVA ---------- KILO -VOLT -AMPS RUV ---------- UNDERVOLTAGE AUX RELAY L ---------- LINE RWD ---------- WATCHDOG RELAY LIS ---------- LEVEL INDICATING SWITCH SEC ---------- SECONDS LISH ---------- LEVEL INDICATING SWITCH HIGH SL ---------- SEAL LEAK SWITCH LISL ---------- LEVEL INDICATING SWITCH LOW SN ---------- SOLID NEUTRAL LS ---------- LIMIT SWITCH SP ---------- SURGE PROTECTOR LV ---------- LOW VOLTAGE SPST ----------SINGLE POLE SINGLE THROW LVN =--------- LOW VOLTAGE NEUTRAL SS ---------- STAINLESS STEEL M ---------- MOTOR RUN CONTACT S.S. ---------- SELECTOR SWITCH mA ---------- MILLIAMPERE SW ---------- SWITCH MA ---------- MILLIAMPERE SWBT ---------- SOUTHWESTERN BELL TELEPHONE MADC ---------- MILLIAMPERE DIRECT CURRENT TEL ---------- TELEPHONE MCC ---------- MOTOR CONTROL CENTER TEMP ---------- TEMPERATURE MCP ---------- MOTOR CIRCUIT PROTECTOR TD ----------'TIME DELAY RELAY MIN ---------- MINIMUM TDLP ----------'LOSS OF POWER TIME DELAY RELAY MOR ---------- MOTOR OVERLOAD RELAY TDRM ----------'PUMP TIME DELAY RELAY mS ---------- MILLISECOND UPS ---------- UNINTERRUPTIBLE POWER SUPPLY MTH ---------- MOTOR TEMPERATURE SWITCH V ---------- VOLTS ---------_ NEUTRAL VA ---------- VOLT -AMP NA --------- NANOAMPERE VAC ---------- VOLTS ALTERNATING CURRENT N.C. ---------- NORMALLY CLOSED VDC ---------- VOLTS DIRECT CURRENT NEC ---------- NATIONAL ELECTRICAL CODE W ----------WATT OR WIRE WM ----------' WATT MISER (HIGH EFFICIENCY LAMP) J D I V 0 v 5' 15' 0 20' 10, CSBE SEAL THREE POWER A shemmsmA F=.vs 7hmst Block (2 Req'd) MANUAL TRANSFER SWITCH — M. 16.10 M. 15.6 1 N6 aEY. — 151 PROP. ,- SAN. - i - - i - - MANUAL TRANSFER SWITCH P1000 GALV. UNISTRUT (TYP GENERATOR CONNECTOR NAMEPLATE SCHEDULE No. TITLE No.1 TITLE 1 LIFT PUMP No. 1 14 LIFT PUMP No. 3 SEAL FAILURE 2 LIFT PUMP No. 2 15 HIGH LEVEL WET WELL 3 LIFT PUMP No. 3 16 RESET 4 LIGHTING PANEL 17 SILENCE 5 NOT USED 18 TEST 6 PHASE FAILURE BYPASS 19 LIFT PUMP No. 1 7 CONTROL POWER ON 20 LIFT PUMP No. 2 8 BEACON 21 LIFT PUMP No. 3 9 LIFT PUMP No. 1 OVERTEMP 22 RESET MINI —CAS PUMP No. 1 10 LIFT PUMP No. 2 OVERTEMP 23 RESET MINI —CAS PUMP No. 2 11 LIFT PUMP No. 3 OVERTEMP 24 RESET MINI —CAS PUMP No. 3 12 LIFT PUMP No. 1 SEAL FAILURE 25 FLOODLIGHT 13 LIFT PUMP No. 2 SEAL FAILURE 26 WET WELL LEVEL MOTOR CONTROL ENCLOSURE, ENCLOSURE E SHOWN WITH OSU HOFFMAN NEMA 4X S.S. WITH DOOR OPEN PAINTED STEEL INNER DOORS SEE SPECIFICATIONS & BACK PANELS. PROVIDE FOR HORN AND STROBE LOCKING HASP. PROVIDE "011TCI( RFI FASP" nnnR I ATrHFS- REQUIREMENTS NOTES: 1. ALL WORK SHALL BE IN COMPLIANCE WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND IN ACCORDANCE WITH LOCAL CODES, 2. SERVICE EQUIPMENT DETAILS ARE SHOWN DIAGRAMMATICALLY ON PLANS. INSTALLATION SHALL COMPLY STRICLTY WITH LOCAL POWER COMPANY STANDARDS IN EVERY RESPECT. CONSULT LOCAL POWER COMPANY FOR REQUIREMENTS FOR THIS SPECIFIC PROJECT BEFORE STARTING CONSTRUCTION. COORDINATE LOCATION OF SERVICE OUTLET. ALLOW FOR ALTERNATE LOCATION IN BID. VERIFY MAXIMUM AVAILABLE FAULT CURRENT AND PROVIDE EQUIPMENT TO WITHSTAND CURRENT RATING ACCORDINGLY. 3. CONDUITS SHALL NOT BE ROUTED ACROSS WALKWAYS, PATHS OF ACCESS, TRAVEL OR EGRESS. ROUTE BENEATH GRATING, IN CONCRETE STRUCTURES OR AROUND EQUIPMENT. DO NOT ROUTE IN CONFLICT WITH OTHER PIPING, CONDUITS, EQUIPMENT OR STRUCTURES. ROUTE DUCTBANKS 24 INCHES BELOW WATER LINES, 4. FIELD VERIFY EXACT LOCATION OF ALL UNDERGROUND PIPES, CONDUITS, AND STRUCTURES BEFORE DIGGING, REPAIR ANY DAMAGE DONE TO ORIGINAL CONDITION. 5. PROVIDE 48 INCHES MINIMUM WORKSPACE IN FRONT OF ELECTRICAL EQUIPMENT. 6. DO NOT CUT PAVEMENTS. PUSH PIPE SLEEVE UNDERNEATH AT MINIMUM 24 INCHES BELOW SURFACE. SLEEVE INSIDE DIAMETER TO BE 1.5 TIMES OUTER DIAMETER OF CONDUIT. 7. CONTRACTOR SHALL READ ENTIRE CONTENTS OF SPECIFICATION SECTION ENTITLED "ELECTRICAL WORK" 16012 AND OTHER REFERENCED SPECIFICATIONS CONTAINED THEREIN BEFORE BIDDING ON THIS PROJECT. FAILURE TO DO SO IS AT CONTRACTORS RISK AND AT NO ADDITIONAL COST TO OWNER. 8. ROUTE TELEPHONE CONDUIT FROM POINT OF SERVICE TO AUTODIALER. 9. ALL UNDERGROUND DUCTBANKS REQUIRE INSPECTION PRIOR TO CONCRETE POUR AND INSPECTION PRIOR TO COVERING THE CONCRETE. CONTACT THE INSPECTOR OR, IF NOT AVAILABLE, CONTACT THE ENGINEER FOR INSPECTIONS. SCHEDULE MINIMUM 48 HOURS IN ADVANCE. ANY DUCTBANKS NOT INSPECTED WILL BE REQUIRED TO BE EXPOSED FOR INSPECTION BY ENGINEER REGARDLESS OF STATUS OF CONCRETE SLABS OR FOUNDATIONS. 10. CONCRETE SPOILS SHALL NOT BE DUMPED ON SITE WITHOUT APPROVAL BY ENGINEER OR OWNER. DO NOT OVER -POUR DUCTBANKS. MAINTAIN VERTICALLY STRAIGHT WALLS BEFORE CONCRETE POUR. E E E-6t--E---) SEE ELECTRICAL Cp SITE PLAN FOR E OO 0C E� CONTINUATION BOLT UNISTRUT 0 ® Cm ® o 6, `e TO CHANNEL_W/ o o o 77 \ ` S.S. BOLTS ( ) % LTG208 TEL207 W.P./GFI o 3/4" HOLE i i RECEPTACLE (TYPICAL) ��„_,...---Pmv B'Wet Wal/ Vent 4 JSEKEEPING PAD CONCRETE, 3000 PSI REBAR ® 12" O.C.B.' �— UNISTRUT POST BASE PN #P2072A GRADE � EXPANSION TYPE ANCHOR 205 \ Y� / TO SERVICE---uu u u u u BOLTS (TYPICAL) Sf'°' / 0.k9 t'A'% CONDUIT QUANTITY VARIES '6 II AIR CELL 2 (TYPI AL)L E3 'CSBE SEAL g MANHOLE E3 ewrad p}nl � (TYPICAL) E3 SWING —OUT PANEL ARRANGEMENT J D :9 v