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HomeMy WebLinkAboutDFW West Logistics_Civil As Builts_11.22.24PROJECT LOCATION PREPARED BY: 2601 MEACHAM BLVD, STE 600 FORT WORTH, TEXAS 76137 TEL. (817) 847-1422 www.halff.com CI T Y O F G R A P E V I N E PR O J E C T S W A N S O N I N D U S T R I A L LOCATION MAP Plans for the Construction of NOVEMBER 2024 THE CITY OF GRAPEVINE, TEXAS N.T.S. PUBLIC WORKS DEPARTMENT GENERAL NOTES GENERAL NOTES 1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS"- LATEST EDITION, "TEXAS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS AND BRIDGES" - LATEST EDITION AND THE CITY OF GRAPEVINE STANDARDS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A COPY OF THE BID PROPOSAL FOR ALL PUBLIC IMPROVEMENTS TO THE CITY OF GRAPEVINE AT THE PRE-CONSTRUCTION MEETING. THIS PROPOSAL SHALL INCLUDE UNIT COSTS, QUANTITIES AND AMOUNTS. 3.ANY DISCREPANCIES BETWEEN GENERAL NOTES AND CITY SPECIFICATIONS OR DETAILS SHALL BE WHICHEVER IS MORE RESTRICTIVE AS DETERMINED BY THE CITY INSPECTOR. 4.THE OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING A 5% INSPECTION FEE TO THE CITY OF GRAPEVINE AT THE PRE-CONSTRUCTION MEETING FOR ALL PUBLIC IMPROVEMENTS AND PRIVATE STORM DRAIN. 5.NO WATER JETTING IS ALLOWED FOR WATER, SANITARY SEWER AND STORM DRAINAGE CONSTRUCTION. 6.ALL TRENCHES THAT ARE EXCAVATED TO A DEPTH IN EXCESS OF FIVE (5) FEET SHALL BE EXCAVATED AND MAINTAINED IN A MANNER THAT MEETS ALL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS. PRIOR TO THE EXCAVATION AND CONSTRUCTION OF THE TRENCH(ES), THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TWO (2) TRENCH SAFETY PLANS PREPARED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH OSHA STANDARDS. 7.ALL EMBEDMENT AND BACKFILL SHALL BE WETTED TO APPROXIMATE OPTIMUM MOISTURE AND COMPACTED IN TWELVE (12) INCH LIFTS TO 95% STANDARD PROCTOR DENSITY. DENSITY TESTS SHALL BE OBTAINED FOR EACH FIVE (5) FEET OF DEPTH AND FOR EACH 100 LINEAL FEET OF TRENCH OR INCREMENT THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A COPY OF ALL GEOTECHNICAL LABORATORY REPORTS/TEST RESULTS TO THE CITY. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE CITY OF GRAPEVINE BUILDING DEPARTMENT AT 817-410-3010, TO REQUEST A TREE PRESERVATION INSPECTION PRIOR TO ANY WORK COMMENCING ON THE SITE. 9.THERE SHALL BE NO FILLING IN THE FLOODPLAIN OR DUMPING WITHIN THE CITY OF GRAPEVINE WITHOUT AN EXECUTED “FILL” AGREEMENT. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING ALL FIELD CHANGES TO THE PLANS. THE PROJECT ENGINEER SHALL INCORPORATE THESE CHANGES INTO “AS-BUILT” RECORD DRAWINGS. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION CONTROL IN ACCORDANCE WITH THE EROSION CONTROL PLAN PREPARED BY THE ENGINEER AND APPENDIX F OF THE CITY OF GRAPEVINE’S CODE OF ORDINANCES. 12.THE CITY OF GRAPEVINE'S CONSTRUCTION INSPECTOR OVERTIME POLICY ALLOWS THE CONTRACTOR TO WORK FROM 7 A.M. TO 7 P.M., MONDAY THROUGH SATURDAY. NO WORK IS ALLOWED ON SUNDAYS. OVERTIME CHARGES OF $45 PER HOUR SHALL BE PAID TO THE CITY BY THE CONTRACTOR FOR WORK OUTSIDE THE NORMAL WORK WEEK (I.E. 8 A.M. TO 5 P.M., MONDAY THROUGH FRIDAY). SATURDAY WORK REQUIRES A FOUR (4) HOUR MINIMUM OVERTIME CHARGE. 13.EACH CONTRACTOR WITHIN THE PROPOSED DEVELOPMENT SHALL GUARANTEE THEIR WORK FOR A PERIOD OF TWO (2) YEARS AFTER THE DATE OF FINAL ACCEPTANCE BY THE CITY OF ALL PUBLIC IMPROVEMENTS. MAINTENANCE BONDS SHALL BE IN AN AMOUNT EQUAL TO 25 PERCENT OF THE CONSTRUCTION COSTS OF THE IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS. THIS INCLUDES EXCAVATION/FILL FOR PUBLIC STREETS. 14.THE CITY OF GRAPEVINE'S CODE OF ORDINANCES SHALL BE ADHERED TO. SPECIAL ATTENTION SHOULD BE GIVEN TO APPENDIX F, EROSION AND SEDIMENTATION CONTROL. SECTION F OF THIS ORDINANCE ALLOWS THE DIRECTOR OF PUBLIC WORKS TO ISSUE A "STOP-WORK ORDER" FOR ANY DEVELOPMENT, IMPROVEMENT, OR CONSTRUCTION WHICH IS IN VIOLATION OF THIS ORDINANCE. 15.ALL UTILITY RELOCATIONS WILL BE DONE AT THE DEVELOPER'S EXPENSE. 16.ALL WATER USED IN CONSTRUCTION SHALL BE POTABLE WATER; UNLESS OTHERWISE APPROVED BY PUBLIC WORKS INSPECTOR AND CITY ENGINEER. 17.ALL WATER LINES SHALL BE DR18 CLASS 150 C-900 PVC UNDER 16" AND DR18 CLASS 235 C-905 FOR 16" AND ABOVE. UNLESS SPECIFIED OTHERWISE. 18.SANITARY SEWER PIPES SHALL BE A MINIMUM OF SDR 35 PVC AND MEET ALL TCEQ AND NTCOG SEPARATION REQUIREMENTS. PROJECT SWANSON INDUSTRIAL OWNER CURNES PARTNERS, LP BUNKER CURNES BUNKERCURNES@GMAIL.COM 214-600-3057 ENGINEER HALFF ASSOCIATES CODY R. HODGE CHODGE@HALFF.COM 817-847-1422 ARCHITECT GMA ARCHITECTS MICHAEL YOUNG MYOUNG@GMA-ARCHITECTS.COM 317-835-3421 RESERVED FOR CITY USE WILLIAM D. TATE - MAYOR BRYAN BECK, P.E. DIRECTOR OF PUBLIC WORKS PAUL SLECHTA SHARRON ROGERS LEON LEAL DARLENE FREED CHRIS COY DUFF O'DELL MONUMENT 12 MONUMENT NO. 12 IS AN ALUMINUM DISK SET IN CONCRETE AT SHADOW GLEN PARK ON THE SOUTH SIDE OF ALTACREST DRIVE; ±50 FEET OF CENTERLINE OF ALTACREST DRIVE; ±66 FEET SOUTHEAST OF A SANITARY SEWER MANHOLE; ±68 FEET SOUTH OF A WATER METER; ±54 FEET NORTHEAST OF A WATER METER. ELEVATION (NAVD88): 576.94 FEET / 175.85 METERS MONUMENT 15 MONUMENT NO. 15 IS AN ALUMINUM DISK SET IN CONCRETE AT THE MEDIAN OF HERITAGE AVE; ±235 FEET SOUTH OF THE INTERSECTION OF HALL-JOHNSON ROAD AND HERITAGE AVENUE; ±37 FEET NORTHEAST OF A TRAFFIC SIGN; ±37 FEET SOUTHEAST OF A NORTHEAST CORNER OF A CONCRETE INLET; ±88 FEET SOUTHWEST OF A SOUTHWEST CORNER OF A CONCRETE INLET. ELEVATION (NAVD88): 598.30 FEET / 182.36 METERS Sheet List Table Sheet Number Sheet Title 1 COVER 2.01 FINAL PLAT (SHEET 1 OF 2) 2.02 FINAL PLAT (SHEET 2 OF 2) 3 PROPOSED SITE PLAN 4 CONCEPT PLAN 5 PROJECT LAYOUT AND SURVEY CONTROL PLAN 6 DEMOLITION PLAN 7 PAVING DIMENSION AND CONTROL PLAN (SHEET 1 OF 2) 8 PAVING DIMENSION AND CONTROL PLAN (SHEET 2 OF 2) 9 OVERALL GRADING PLAN 10 GRADING PLAN (SHEET 1 OF 2) 11 GRADING PLAN (SHEET 2 OF 2) 12 GRADING DETAIL (SHEET 1 OF 2) 13 GRADING DETAIL (SHEET 2 OF 2) 14 EXISTING DRAINAGE AREA MAP 15 PROPOSED DRAINAGE AREA MAP 16 OVERALL PROPOSED DRAINAGE AREA MAP 17 DRAINAGE AREA CALCULATIONS 18 INLET CALCULATIONS 19 HYDRAULIC CALCULATIONS 20 STORM DRAIN PLAN (SHEET 1 OF 2) 21 STORM DRAIN PLAN (SHEET 2 OF 2) 22 STORM DRAIN PROFILES (SHEET 1 OF 6) 23 STORM DRAIN PROFILES (SHEET 2 OF 6) 24 STORM DRAIN PROFILES (SHEET 3 OF 6) 25 STORM DRAIN PROFILES (SHEET 4 OF 6) 26 STORM DRAIN PROFILES (SHEET 5 OF 6) 27 STORM DRAIN PROFILES (SHEET 6 OF 6) 28 OVERALL UTILITY PLAN 29 UTILITY PLAN (SHEET 1 OF 2) 30 UTILITY PLAN (SHEET 2 OF 2) 31 OFFSITE UTILITY PLAN 32 WATER LINE PROFILE (SHEET 1 OF 2) 33 WATER LINE PROFILE (SHEET 2 OF 2) 34 SANITARY SEWER PROFILES (SHEET 1 OF 3) 35 SANITARY SEWER PROFILES (SHEET 2 OF 3) 36 SANITARY SEWER PROFILES (SHEET 3 OF 3) 37 PAVEMENT MARKING PLAN (SHEET 1 OF 2) 38 PAVEMENT MARKING PLAN (SHEET 2 OF 2) 39 EROSION CONTROL PLAN (SHEET 1 OF 2) 40 EROSION CONTROL PLAN (SHEET 2 OF 2) 41 MISCELLANEOUS SITE DETAILS 42 WATER STANDARD DETAILS (SHEET 1 OF 3) 43 WATER STANDARD DETAILS (SHEET 2 OF 3) 44 WATER STANDARD DETAILS (SHEET 3 OF 3) 45 WASTEWATER STANDARD DETAILS (SHEET 1 OF 2) 46 WASTEWATER STANDARD DETAILS (SHEET 2 OF 2) 46A TRA WASTEWATER DETAILS 47 STORM DRAIN & INLET STANDARD DETAILS 48 GRATE INLET DETAILS 49 SAFETY END TREATMENT DETAIL (SHEET 1 OF 2) 50 SAFETY END TREATMENT DETAIL (SHEET 2 OF 2) 51 WATER SANITARY AND STORM EMBEDMENT DETAILS (SHEET 1 OF 2) 52 WATER SANITARY AND STORM EMBEDMENT DETAILS (SHEET 2 OF 2) 53 PRECAST JUNCTION BOX 54 INLET ADJUSTMENT 55 EROSION CONTROL STANDARD DETAILS 56 DESIGN DATA FOR PRECAST BASE AND JUNCTION BOX 57 CURB RAMP DETAILS (SHEET 1 OF 2) 58 CURB RAMP DETAILS (SHEET 2 OF 2) 59 CONCRETE PAVING STANDARD DETAILS 60 GUARDRAIL DETAILS (SHEET 1 OF 3) 61 GUARDRAIL DETAILS (SHEET 2 OF 3) 62 GUARDRAIL DETAILS (SHEET 3 OF 3) 63 BARRICADE DETAILS 64 FIRE LANE DETAILS L100-301 LANDSCAPE PLANS This record drawing is a compilation of sealed engineering drawings for this project modified by information furnished by the contractor. Based on the contractors' information, general inspection provided by the City, and my personal field visits of the project, they are in general conformance of the design plans prepared under my direction and seal. Revisions as directed by the owner/developer or field conditions have been reflected through information furnished under my direction and by the contractor and identified specifically as changes made on these record drawings. Signed, Engineer of Record Signature ___________________________________Date _________________ Printed Name __________________________________Cody R. Hodge, P.E. November 22, 2024 8'' SS 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S CO CO CO 8' ' S S 8' ' S S 8' ' S S 8' ' S S 12'' WTR 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 6'' WTR 6'' WTR 12'' WTR 12'' WTR 12'' WTR 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12 ' ' W T R 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS8'' SS EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 2 4 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 6 ' ' S D EX 42'' SD EX 2 4 ' ' S D EX 2 4 ' ' S D OH E OH E OH E OH E OH E OH E OH E OH E OHEOHE 5' S I D E W A L K 5' S I D E W A L K EU L E S S - G R A P E V I N E R D EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) (V A R I A B L E W I D T H R O W ) 10.0' WATER EASEMENT VARIABLE WIDTH ROW 10.0' WATER EASEMENT VARIABLE WIDTH ROW 10.0' PROP. UTILITY EASEMENT 30.0' FRONT YARD SETBACK N0 0 ° 3 1 ' 1 5 " W 18 2 0 . 6 8 265.0' 75 6 . 0 ' 15 . 0 ' Y A R D SE T B A C K 30.0' REAR YARD SETBACK 6 7 9 9 9 9 7 8 8 9 9 9 9 9 5 5 EX. 50' ROAD 12 . 0 ' 50 . 0 ' 30 . 0 ' 25.0' N0 0 ° 3 2 ' 5 6 " W 93 9 . 6 0 5' SIDEWALK N89°52'32"E 732.56 9. 5 ' S I D E W A L K 9. 5 ' S I D E W A L K 5' SIDEWALK PR O P . 1 0 . 0 ' W A T E R EA S E M E N T 5 6 5 561 562 562 5 6 2 562 562 563 563 563 563 5 6 3 564 564 5 6 4 5 6 6 5 6 7 5 6 8 56 0 559 56 156 2 563 56 3 564 5 6 4 56 0 559 56 1 56 2 56 3 55 8 55 9 5 6 1 5 6 2 5 6 3 54 5 55 0 5 5 5 56 0 54 3 54 4 54 6 54 7 54 8 54 9 55 1 55 2553 554 5 5 6 5 5 7 5 5 8 5 5 9 56 1 56 2 5 4 0 5 4 5 5 3 9 5 4 1 5 4 2 5 4 3 5 4 4 5 4 6 54 7 545 550 555 56 0 56 5 546 547 548 549 551 552 553 554 556 557 558 559 561 562 563 564 566 567 5 6 8 56 9 569 57 0 555 560 5 6 5 5 7 0 55 3 554 556 55 7 55 8 559 56 1 5 6 2 5 6 3 5 6 4 5 6 6 5 6 7 5 6 8 5 6 9 5 7 1 5 7 2 60 . 0 ' PR O P . 4 0 . 0 ' AC C E S S EA S E M E N T 24 ' F I R E L A N E 26 ' F I R E L A N E DESIGNATED HANDICAP PARKING DESIGNATED HANDICAP PARKING DESIGNATED HANDICAP PARKING DESIGNATED HANDICAP PARKING EX. 12" WATER LINE EX. 33" STORM DRAIN EX. FIRE HYDRANT TO BE RELOCATED PROP. PUBLIC 12" WATER LINE EX. FIRE HYDRANT TO BE RELOCATED PROPOSED PROPERTY LINE PROP. 8" SANITARY SEWER PROP. 36" STORM DRAIN PROP. 36" STORM DRAIN PROP. 24" STORM DRAIN PROP. 8" SANITARY SEWER PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. SCREEN WALL PROP. SCREEN WALL 6' WOOD FENCE PROP. 300 SF DUMPSTER LOCATION PROP. RETAINING WALL PROP. RETAINING WALL PROP. 48" STORM DRAIN OUTFALL PROP. 48" STORM DRAIN OUTFALL WATERS OF THE U.S. PROPOSED RETAINING WALL 24' FIRE LANE TYPE III BARRICADE PROPOSED GUARDRAIL 24' FIRE LANE 12" ROOF DRAIN STUB OUT PROP. RETAINING WALL FUTURE 12" PUBLIC WATER LINE FUTURE 8" SANITARY SEWER LINE PROPOSED 12" PRIVATE FIRE LINE PROPOSED 12" PRIVATE FIRE LINE N 00 50'100' GRAPHIC SCALE - 1"=50' LEGEND No v e m b e r 2 6 , 2 0 2 4 A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ S P - O V E R A L L - 4 5 2 4 4 . D W G PROJECT LOCATION 12'' WTR EX 12'' WTR 8'' SS 6'' SS 6'' WTR EX 36'' SS CO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD 1+ 0 0 1+90 EX 18'' SD EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 10'' WTR EX 2 4 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 36'' SD EX 3 6 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 42'' SD EX 4 2 ' ' S D E X 3 6 ' ' S D E X 3 6 ' ' S D S h e e t : 1 Fi l e : C : \ U s e r s \ a h 3 9 5 2 \ D e s k t o p \ N e w D o c u m e n t . p d f M i s s i n g o r i n v a l i d r e f e r e n c e EX 48'' SS EX 48'' SS ABND 36'' SS ABND 36'' SS E X 2 4 ' ' S S E X 3 0 ' ' S S OH E OH E OH E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E OH E OH E OH E OH E OHE EX 36'' SS EX 36'' SS EX 36'' SS EX 36'' SS EX 36'' SS EX 36'' SS E X 1 2 ' ' W T R 8' ' S S 8' ' S S 8' ' S S CO CO CO 8' ' S S 12 ' ' W T R 12 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 8' ' S S 8' ' S S 8' ' S S 8' ' S S 6'' SS 6'' SS 8' ' S S 8' ' S S 8' ' S S 6'' SS 6'' SS 6'' SS 12'' WTR 12'' WTR 8' ' S S 8' ' S S 8' ' S S 1 2 ' ' W T R 8' ' S S 8' ' S S 8'' S S 8'' S S 1 2 ' ' W T R 1 2 ' ' W T R 1 2 ' ' W T R 1 2 ' ' W T R 1 2 ' ' W T R 1 2 ' ' W T R 1 2 ' ' W T R 1 2 ' ' W T R 1 2 ' ' W T R 1 2 ' ' W T R 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 1+002+003+004+005+006+007+008+00 9 + 0 0 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 21 + 0 0 22 + 0 0 22 + 5 5 EX. 10.0' WATER EASEMENT EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW EX. 50' ROAD 265.0' 75 6 . 0 ' 420.0' 12 0 0 . 0 ' 260.0' 70 4 . 0 ' 170.0' PROP. PUBLIC 12" WATER LINE PROPOSED PROPERTY LINE PROP. 8" SANITARY SEWER PROP. STORM DRAIN PROP. STORM DRAIN PROP. RETAINING WALL PROP. RETAINING WALL FUTURE 12" WATER LINE FUTURE 12" WATER LINE FUTURE 12" WATER LINE FUTURE 12" WATER LINE FUTURE 12" WATER LINE FUTURE 8" SANITARY SEWER FUTURE 8" SANITARY SEWER FUTURE 8" SANITARY SEWER FUTURE 8" SANITARY SEWER 94.2' 115.8' 210.0' 30.0' 185.0' 185.0' 50 0 . 0 ' PROP. 8" SANITARY SEWER FLOODWAY 100 YEAR FLOODPLAIN 100 YEAR FLOODPLAIN PR O P . 1 0 . 0 ' W A T E R EA S E M E N T PROP. 10.0' SANITARY SEWER EASEMENT FUTURE 12" WATER LINE PROP. 10.0' SANITARY SEWER EASEMENT PR O P . 1 0 . 0 ' W A T E R EAS E M E N T WATERS OF THE US FUTURE 8" SANITARY SEWER EXTENSION (BY OTHERS) WATERS OF THE US PR O P . 1 0 . 0 ' W A T E R EA S E M E N T PR O P . 2 0 . 0 ' U T I L I T Y EAS E M E N T FUTURE STORM DRAIN FUTURE STORM DRAIN OUTFALL FUTURE STORM DRAIN FUTURE STORM DRAIN FUTURE STORM DRAIN FUTURE STORM DRAIN FUTURE STORM DRAIN FUTURE STORM DRAIN FUTURE STORM DRAIN WHEN EXISTING PARKING LOT AND DRIVEWAY ARE REMOVED IN THE FUTURE, CURB TO BE CONSTRUCTED BY OTHERS WHEN EXISTING PARKING LOT AND DRIVEWAY ARE REMOVED IN THE FUTURE, CURB TO BE CONSTRUCTED BY OTHERS EX. 1 0 . 0 ' T R E E TR I M M I N G AG R E E M E N T FUTURE 5' SIDEWALK FUTURE 5' SIDEWALK FUTURE 5' SIDEWALK 5.0 ' E A S E M E N T & R O W FUTURE 12" WATER LINE EXTENSION (BY OTHERS) FUTURE 12" WATER LINE EXTENSION (BY OTHERS) PR O P . 2 0 . 0 ' U T I L I T Y EAS E M E N T PROP. RETAINING WALL 6' SIDEWALK 9. 5 ' S I D E W A L K 9. 5 ' S I D E W A L K S H 3 6 0 F R O N T A G E R D S H 3 6 0 F R O N T A G E R D EU L E S S - G R A P E V I N E R D BIG B E A R C R E E K (V A R I A B L E W I D T H R O W ) EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) BUILDING 'D' 500' X 170' 85,000 SF 32' CLEAR BUILDING BUILDING 'C' 704' X 260' 183,040 SF 32' CLEAR BUILDING BUILDING 'B' 1,200' X 420' 504,000 SF 40' CLEAR BUILDING BUILDING 'A' 756' X 265' 200,340 SF 36' CLEAR BUILDING DEVELOPABLE AREA: ~26.5 ACRES N 00 120'240' GRAPHIC SCALE - 1"=120' Ju l y 1 0 , 2 0 2 3 A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C O N C E P T P L A N - 4 5 2 4 4 . D W G LEGENDFUTURE PHASE PROJECT LOCATION EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 2 4 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 42'' SD EX 42'' SD EX 42'' SD EX 2 4 ' ' S D OH E OH E OH E OH E OH E OH E OH E OHEOHE 8'' SS 8' ' S S 8' ' S S 8' ' S S CO CO CO 8' ' S S 8' ' S S 8' ' S S 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 6'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12 ' ' W T R 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) 6 7 9 9 9 9 7 8 8 9 9 9 9 9 5 5 EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) N0 0 ° 3 2 ' 5 6 " W 93 9 . 6 0 N89°52'32"E 732.56 EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW 10.0' PROP. UTILITY EASEMENT 30.0' YARD SETBACK 265.0' 75 6 . 0 ' 15 . 0 ' Y A R D SE T B A C K 30.0' YARD SETBACK EX. 50' ROAD 12 . 0 ' 50 . 0 ' 30 . 0 ' 25.0' 5.0' SIDEWALK 5.0' SIDEWALK 5. 0 ' S I D E W A L K 5. 0 ' S I D E W A L K 5. 0 ' S I D E W A L K 60 . 0 ' 24 ' F I R E L A N E 26 ' F I R E L A N E DESIGNATED HANDICAP PARKING DESIGNATED HANDICAP PARKING DESIGNATED HANDICAP PARKING DESIGNATED HANDICAP PARKING EX. 12" WATER LINE EX. 36" STORM DRAIN EX. FIRE HYDRANT TO BE RELOCATED EX. FIRE HYDRANT TO BE RELOCATED PROPOSED PROPERTY LINE PROP. 8" PRIVATE SANITARY SEWER PROP. PRIVATE 36" STORM DRAIN PROP. PRIVATE 36" STORM DRAIN PROP. PRIVATE 24" STORM DRAIN PROP. PUBLIC 8" SANITARY SEWER PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. SCREEN WALL PROP. SCREEN WALL 6' WOOD FENCE PROP. 300 SF DUMPSTER LOCATION PROP. RETAINING WALL PROP. 48" STORM DRAIN OUTFALL PROP. 48" STORM DRAIN OUTFALL WATERS OF THE U.S. PROPOSED RETAINING WALL PROP. 10" FIRE LINE BUILDING CONNECTION PROP. 2" DOMESTIC BUILDING CONNECTION PROP. PRIVATE 6" SANITARY SEWER LATERAL PROP. PRIVATE 6" SANITARY SEWER LATERAL 24' FIRE LANE PROPOSED GUARDRAIL PROPOSED TYPE III BARRICADE CAUTION: EX. GAS WELL PROP. PRIVATE 6" SANITARY SEWER LATERAL PROP. RETAINING WALL PROP. PUBLIC 12" WATER LINE N0 0 ° 3 1 ' 1 5 " W 18 2 0 . 6 8 40 . 0 ' P R O P . AC C E S S EA S E M E N T 24' FIRE LANE PROP. PRIVATE 12" WATER LINE PROP. FIRE HYDRANT 10.0' ONCOR EASEMENT 20.0'20 . 0 ' Ja n u a r y 1 1 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - P R O J - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 N 00 60'120' GRAPHIC SCALE - 1"=60' LEGEND SURVEY CONTROL POINTS CP #100 CP #101 12'' WTR EX 12'' WTR 8'' SS 6'' SS 6'' WTR EX 36'' SS CO 5 PROJECT LAYOUT AND SURVEY CONTROL PLAN X X X X XX XX EU L E S S - G R A P E V I N E R D VA R I A B L E W I D T H R O W N0 0 ° 3 1 ' 1 5 " W 18 2 0 . 6 8 N0 0 ° 3 2 ' 5 6 " W 93 9 . 6 0 N89°52'32"E 732.56 BIG BE A R C R E E K S H 3 6 0 F R O N T A G E R D V A R I A B L E W I D T H R O W EX. 10.0' WATER EASEMENT 40 . 0 ' S A N I T A R Y S E W E R E A S E M E N T VA R I A B L E W I D T H T E M P . CO N S T R U C T I O N A C C C E S S 15 . 0 ' Y A R D SE T B A C K 30.0' YARD SETBACK 20 . 0 ' U T I L I T Y E A S E M E N T 60 LF OF FENCE TO BE REMOVED 1,262 LF OF FENCE TO BE REMOVED 1040 LF OF FENCE TO BE REMOVED 15,840 SY GRAVEL TO BE REMOVED 1,113 LF OF OVERHEAD ELECTRICAL LINE TO BE REMOVED GATE TO BE REMOVED 1,440 LF FENCE TO BE REMOVED 310 LF OF OVERHEAD ELECTRICAL LINE TO BE REMOVED GATE TO BE REMOVED POWER POLES TO BE REMOVED POWER POLE TO BE REMOVED 93 SY OF SIDWALK TO BE REMOVED 150 LF OF CURB AND GUTTER TO BE REMOVED FIRE HYDRANT TO BE REMOVED & RELOCATED PROPOSED PROPERTY LINE WATERS OF THE U.S. ON GRADE CURB INLET TO BE REMOVED & RELOCATED 170 LF OF CURB AND GUTTER TO BE REMOVED POWER POLE TO BE REMOVED FIRE HYDRANT TO BE REMOVED & RELOCATED CAUTION: EX. GAS WELL 77 SY OF SIDWALK TO BE REMOVED MAILBOX TO BE REMOVED VARIABLE WIDTH ROW 30.0' YARD SETBACK 865 LF OF FENCE TO BE REMOVED DEMOLITION PLAN 6 Ju l y 1 0 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - D E M O - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 N 00 100'200' GRAPHIC SCALE - 1"=100' LEGEND X CO CO6'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 12'' WTR 12'' WTR 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12'' WTR 12'' WTR 6'' WTR 6'' WTR 6'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 6'' SS 12'' WTR EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 2 4 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 2 4 ' ' S D EX 2 4 ' ' S D OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHEOHEOHE 5' SIDEWALK 5' S I D E W A L K EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) 26 ' F I R E L A N E DESIGNATED HANDICAP PARKING DESIGNATED HANDICAP PARKING PROPOSED PROPERTY LINE PROP. 8" SANITARY SEWER PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. SCREEN WALL 6' WOOD FENCE PROP. RETAINING WALL 274.5' 65.0' 55.0' TYP 265.0' 28 . 0 ' 4. 0 ' 12 . 0 ' T Y P 9. 0 ' T Y P 9. 0 ' T Y P 55.0' TYP 12 . 0 ' T Y P 15.0' 69 . 0 ' 72 . 0 ' 81 . 0 ' 63 . 0 ' 81 . 0 ' 72 . 0 ' 81 . 0 ' 18.0' TYP 18 . 0 ' 81 . 0 ' EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW 18 . 0 ' 18 . 0 ' 323.0' 463.5' 27 6 . 0 ' 6. 0 ' 26.0'104.0' 12 . 0 ' 40 . 0 ' 28 . 0 ' 12 . 0 ' 12 . 0 ' 12 . 0 ' 12 . 5 ' 15 . 0 ' YA R D SE T B A C K 30.0' YARD SETBACK 75 6 . 0 ' 40.0' 21.9' 21.7' 52.5' 35.3' 24 ' F I R E L A N E 24' FIRE LANE CAUTION: EX. GAS WELL 60 . 0 ' 18.0' TYP PROP. 12" WATER LINE 5' SIDEWALK 5. 5 ' 5' SIDEWALK 2.0' 2.0' 35.9' 35.9' 40 . 0 ' 110.0' PROP. RETAINING WALL TYPE III BARRICADE 18.0' TYP 18.0' TYP 18.0' TYP 18.0' TYP 9. 0 ' T Y P 31 . 0 ' 79 . 5 ' 5. 0 ' 34 . 0 ' R15.0' R10.0' R90.0' R3.0' TYP R3.0' TYP R3.0' TYP R3.0' TYP R3.0' TYP N0 0 ° 3 1 ' 1 5 " W 18 2 0 . 6 8 N0 0 ° 3 2 ' 5 6 " W 93 9 . 6 0 N89°52'32"E 732.56 R100.0' R50.0' R70.0' R50.0' R110.0' R50.0' R25.0' R45.0' R50.0' R140.0' R100.0' R50.0' PR O P . 1 0 . 0 ' UT I L I T Y EA S E M E N T 30.0' YARD SETBACK 12" CURB INSTALL LIGHT POLE PER PHOTOMETRIC PLAN (TYP.) 40 . 0 ' P R O P . AC C E S S EA S E M E N T INSTALL STREET HEADER PER CITY STANDARD DETAIL 58 . 5 ' R25.0' 16 . 0 ' MATCHLINE (SEE SHEET 8) No v e m b e r 2 5 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - D I M - 4 5 2 4 4 . 0 0 2 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 N 00 30'60' GRAPHIC SCALE - 1"=30' SHEET 2 OF 2 KEY MAP SHEET 1 OF 2 7 PAVING DIMENSION AND CONTROL PLAN (SHEET 1 OF 2) LEGEND 24.0' 50 . 0 ' 30 . 0 ' 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S CO6'' SS 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 1 2 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 12 ' ' W T R 12 ' ' W T R 8'' SS 8'' SS 8'' SS8'' SS 8'' SS EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D 5' S I D E W A L K 75 6 . 0 ' EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) 5' SIDEWALK 34 . 0 ' 5' SIDEWALK 26 ' F I R E L A N E 24' FIRE LANE DESIGNATED HANDICAP PARKING EX. 12" WATER LINE EX. 33" STORM DRAIN PROP. 36" STORM DRAIN PROP. 36" STORM DRAIN PROP. 24" STORM DRAIN PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. SCREEN WALL PROP. 300 SF DUMPSTER LOCATION PROP. RETAINING WALL PROP. 48" STORM DRAIN OUTFALL PROP. 48" STORM DRAIN OUTFALL WATERS OF THE U.S. PROPOSED RETAINING WALL 55.0' TYP 26.0'104.0' 65.0' 49 . 0 ' 303.0' 285.8' 82.3' 36 . 0 ' 265.0' 9. 0 ' T Y P 14.9' 54 . 0 ' 90.0' 76 . 0 ' 81 . 0 ' 81 . 0 ' 81 . 0 ' 81 . 0 ' 81 . 0 ' 81 . 0 ' 18 . 0 ' 12 . 0 ' T Y P 14.9' EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW 18 . 0 ' 9. 0 ' 117.4' 6. 5 ' 31 2 . 0 ' 3. 0 ' 12 . 0 ' 12 . 0 ' 30.0' YARD SETBACK EX. 50' ROAD 12 . 0 ' 25.0' 153.9' 28 . 8 ' 6. 5 ' 66.5' 9.5' 24 ' F I R E L A N E 5.7' 5. 0 ' 5. 0 ' 9. 0 ' 36 . 8 ' DESIGNATED HANDICAP PARKING 2.0' 2.0' INSTALL 325 LF METAL BEAM GUARD FENCE WITH WOOD POSTS 18.0' TYP 18.0' TYP 9. 0 ' T Y P 9. 0 ' T Y P 9. 0 ' T Y P 18.0' TYP 6' WOOD FENCE 18.0' TYP 31 . 0 ' 77 . 5 ' R3.0' TYP R3.0' TYP R3.0' TYP R35.0' R100.0' R100.0' R75.0' R3.0'R3.0' TYP N0 0 ° 3 1 ' 1 5 " W 18 2 0 . 6 8 N0 0 ° 3 2 ' 5 6 " W 93 9 . 6 0 R45.0' R35.0'R50.0' R50.0' R3.0' TYP 10 . 0 ' P R O P . U T I L I T Y EA S E M E N T PROPOSED PROPERTY LINE 30.0' YARD SETBACK BEGIN 12" CURB TRANSITION TO 12" CURB 12" CURB 5.7' INSTALL DAT PER TXDOT DETAIL INSTALL DAT PER TXDOT DETAIL INSTALL LIGHT POLE PER PHOTOMETRIC PLAN (TYP.) INSTALL STREET HEADER PER CITY STANDARD DETAIL 58 . 5 ' R25.0' 16 . 0 ' No v e m b e r 2 5 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - D I M - 4 5 2 4 4 . 0 0 2 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 N 00 30'60' GRAPHIC SCALE - 1"=30' MATCHLINE (SEE SHEET 7) SHEET 1 OF 2 KEY MAP SHEET 2 OF 2 8 PAVING DIMENSION AND CONTROL PLAN (SHEET 2 OF 2) LEGEND 55 5 560 56 0 54 5 550 54 4 54 6 5 4 7 54 8 54 9 571 572 573 574 57 0 555 560 5 6 5 5 7 0 553 554 556 55 7 55 8 559 56 1 5 6 2 5 6 3 5 6 4 5 6 6 5 6 7 5 6 8 5 6 9 5 7 1 57 2 5 6 5 5 6 4 566 567 568 569 569 5 6 2 559 5 6 2 563 5 4 9 5 4 9 555 551 552 553 554 556 557 558 559 560 5 6 5 5 6 1 56 2 5 6 3 5 6 4 5 6 6 5 6 7 5 6 8 5 6 9 570 569 55 5 55 5 56 0 560 562 563 564 5 4 5 55 0 555 5 4 3 5 4 4 5 4 6 5 4 7 54 8 54 9 55 1 552 553 554 556 5 5 7 55 8 5 5 9 5 6 5 561 562 563 5 6 4 5 6 6 567 56 5 5 6 6 5 6 7 5 6 8 56 9 540 53 9 5 4 0 5 3 9 5 4 1 542 543 56 0 5 5 8 55 9 56 1 56 2 5 6 0 5 6 1 5 6 2 5 6 3 560 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S CO CO CO 8' ' S S 8' ' S S 8' ' S S 8' ' S S 12'' WTR 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 6'' WTR 6'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' W T R 8'' SS 8'' SS8'' SS BUILDING A FFE = 563.50' EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 2 4 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 6 ' ' S D EX 2 4 ' ' S D EX 2 4 ' ' S D OH E OH E OH E OH E OH E OH E OH E OHEOHE DESIGNATED HANDICAP PARKING DESIGNATED HANDICAP PARKING DESIGNATED HANDICAP PARKING DESIGNATED HANDICAP PARKING EX. 12" WATER LINE EX. 33" STORM DRAIN PROP. 12" WATER LINE PROPOSED PROPERTY LINE PROP. 8" SANITARY SEWER PROP. 36" STORM DRAIN PROP. 36" STORM DRAIN PROP. 24" STORM DRAIN PROP. 8" SANITARY SEWER PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. SCREEN WALL PROP. SCREEN WALL 6' WOOD FENCE PROP. 300 SF DUMPSTER LOCATION PROP. RETAINING WALL PROP. 48" STORM DRAIN OUTFALL PROP. 48" STORM DRAIN OUTFALL WATERS OF THE U.S. PROPOSED RETAINING WALL PROP. RETAINING WALL EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) N0 0 ° 3 1 ' 1 5 " W 18 2 0 . 6 8 N89°52'32"E 732.56 N0 0 ° 3 2 ' 5 6 " W 93 9 . 6 0 EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW EX. 50' ROAD 10 . 0 ' P R O P . U T I L I T Y EA S E M E N T 15 . 0 ' Y A R D BU F F E R 30.0' YARD BUFFER 550 55 0 56 0 55 8 55 9 56 1 56 2 56 3 540 54 5 55 0 555 541542543 5 5 0 5 5 5 56 0 557 558 55956 1 56 2 56 3 561 562 563 563 5 6 5 5 6 2 5 6 3 5 6 4 56 2 56 3 555 55 6 5 5 6 5 4 0 545 550 563563 56 3 5 6 2 562 563 5 6 8 56 3 562 56 2 565564 566 570569 571 5 6 0 559 5 6 1 PROP. FIRE HYDRANT 56 0 55 9 56 1 56 2 56 3 56 0 565 4:1 4: 1 4: 1 4: 1 4 : 1 4:1 7:1 56 0 CAUTION: EX. GAS WELL PR O P . 1 0 . 0 ' W A T E R EA S E M E N T PROP. RETAINING WALL 5 6 5 5 6 1 5 6 2 5 6 3 5 6 4 5 6 6 5 6 7 5 6 8 5 6 9 56 5 5 7 0 56 6 56 7 56 8 56 9 545 561 562 56 0 56 1 56 2 5 6 3 5 6 3 56 3 5 6 4 565 570 561 562 563 564 566 567 568 569 571 56 5 56 4 56 6 555 560 554 556 557 558559 561 FG 562.65 Ja n u a r y 1 1 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - O V E R A L L G R A D - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 NOTES 1. 25% MAXIMUM EARTH GRADE 2. 0.5% MINIMUM PAVED GRADE 3. 1% MINIMUM EARTH GRADE 5. SEE GENERAL NOTES SHEET FOR FLOOD PLAIN INFORMATION. 6. ALL MANHOLES WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO GRADE. 7. ALL SITE DISTURBED AREAS SHALL BE STABILIZED PER THE EROSION CONTROL PLAN, THE CITY STANDARDS, AND THE SWPPP. 569 570 N 00 50'100' GRAPHIC SCALE - 1"=50' 569 570 9 OVERALL GRADING PLAN EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 2 4 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 2 4 ' ' S D EX 2 4 ' ' S D OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHEOHEOHE 5 6 5 561 562 563 5 6 4 5 6 6 567 5 6 5 5 6 4 5 6 6 5 6 7 5 6 8 5 6 9 5 7 0 5 6 6 5 6 7 5 6 8 5 6 9 5 7 1 5 6 5 5 6 4 566 567 568 569 569 56 5 56 6 5 6 7 5 6 8 569 571 572 573 574 570 5 7 0 56 3 5 6 2 55 9 56 0 5 6 1 56 2 56 4 CO CO6'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 1 2 ' ' W T R 12'' WTR 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12'' WTR 12'' WTR 6'' WTR 6'' WTR 6'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 6'' SS 1 2 ' ' W T R VARIABLE WIDTH ROW 570 569 555 560 562 563 564 56 0 55 8 55 9 56 0 55 9 5 6 1 5 6 2 56 3 562 562 563 565 570 563564 566 567 568 569 571 56 5 5 6 4 56 6 56 7 56 8 56 5 5 6 2 56 2 562 563 56 4 5 6 6 56 0 559 56 1 56 2 56 3 56 3 -2%-1% -1%-2% -1%-2% -1%-2% -2% -2% -2% -2% -2 % -2 % -2 % -1 . 0 0 % -1 . 1 5 % - 1 . 2 7 % -1 . 0 0 % -0.65% - 0 . 9 6 % -1 . 1 3 % -1 . 0 0 % - 1 . 2 7 % -0.75% - 2 . 8 2 % -5. 8 3 % -1.00% -1. 2 7 % -1.50% -1.2 7 % -1.00% -1. 3 3 % -1.50% -1.2 7 % -1.00% -2 . 0 0 % -1.68% -3 . 0 0 % -4 . 0 6 % - 1 . 1 3 % 4: 1 4: 1 4: 1 4: 1 -7.71% 4:1 4: 1 4:1 PROP. 12" WATER LINE PROPOSED LOT LINE PROP. 8" SANITARY SEWER 12" CURB GRADING DETAIL 1.01 (SEE SHEET 12) GRADING DETAIL 1.02 (SEE SHEET 12) TRANSITION TO 12" CURB EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) Building A FFE = 563.50' 6' WOOD FENCE 15 . 0 ' Y A R D SE T B A C K 30.0' YARD SETBACK PROP. RETAINING WALL 30.0' YARD SETBACK TC 558.05 TC 558.60 TC 558.26 TC 559.70 TC 559.30 TC 560.10 TC 562.70 TC 562.01 TC 563.00 TC 562.75 TC 564.29 TC 563.16 TC 563.24 TC 563.03 TC 562.65 TC 562.65 TC 563.03 TC 562.86 TC 562.86 TC 563.41 TC 563.11TC 562.96 TC 562.96 TC 563.11 TC 563.45 TC 563.29 TC 563.29 TC 563.29 TC 563.29 TC 563.29 TC 562.88 TC 562.88 TC 563.29 TC 562.68 TC 562.68 TC 562.96 TC 562.89 TC 563.47 TC 563.29 TC 563.32TC 563.14 TC 558.46 TC 558.55 TC 559.07 TC 559.01 TC 557.93 TC 557.93 TP 558.80 TP 558.80 TP 558.80 TP 558.80 TP 558.80 TP 562.66 TP 559.30 TP 559.30 TP 559.30 TP 559.30 TS 563.38 TC 564.79TC 562.81 TP 563.42 TP 559.50 TP 559.50 TP 559.50 TP 559.50 TC 563.28 TC 562.74 TC 562.62 TC 563.18TC 563.02 TC 562.58 TC 562.70 TI 561.88 TI 561.84 TC 563.46 TI 560.62 TC 565.66 FG 563.54 BW 566.95 BW 566.09 BW 567.78 BW 568.23 TW 566.95 TW 567.83 TW 568.24 TW 568.23 TC 558.55 ME 571.35 TS 563.38 TS 563.38 TS 563.38 N89°52'32"E 732.56 N0 0 ° 3 1 ' 1 5 " W 18 2 0 . 6 8 -2% 565 566 563 564 10.0' WATER EASEMENT PR O P . 1 0 . 0 ' U T I L I T Y EA S E M E N T TC 565.72 TC 566.65 TC 569.31TC 568.40 -4.20% -2 . 0 0 % 57 0 56 9 563 TC 566.86 TC 568.26 TC 569.32 TC 571.98 - 1 . 0 8 % ME 571.38 563 TC 563.83TC 561.37 TC 561.70 TC 562.61 TC 563.07 TC 563.69 -1.89% TC 562.89 TC 562.17 TC 561.79 TC 561.08 -2 . 0 0 % 5 6 5 56 3 56 4 562 5 6 1 5 6 2 -4 . 1 2 % -2 . 8 2 % 57 0 56 7 56 8 56 9 57 1 TC 562.77 TS 563.38 5 6 5 5 6 1 5 6 2 5 6 3 5 6 4 5 6 6 5 6 7 5 6 8 5 6 9 -2.05% -2.00% PROP. RETAINING WALL TS 563.29 56 3 TW 565.01 TW 567.18TW 567.25TW 566.69TW 565.30 TW 565.24 BW 567.18BW 566.51BW 565.13BW 563.44 BW 564.13 BW 565.01 56 6 5 6 7 562 563 564 570 567 568 569 TP 570.05 TP 570.87 ME 569.87 ME 570.68 ME 571.85 ME 571.82 ME 571.94 GRADING DETAIL 2.01 (SEE SHEET 13) GRADING DETAIL 2.02 (SEE SHEET 13) TC 569.73 ME 569.13 ME 569.13 ME 569.74 ME 569.76 TP 559.30 TP 559.50 TP 563.42 TP 562.66 TC 562.80 CAUTION: EX. GAS WELL FG 562.70 56 2 5 5 7 55 8 55 9 5 5 7 55 8 55 9 MINIMUM FFE = 539.50' 40 . 0 ' P R O P . AC C E S S EA S E M E N T Ju l y 1 8 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - G R A D P L A N - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 NOTES 1. 25% MAXIMUM EARTH GRADE 2. 0.5% MINIMUM PAVED GRADE 3. 1% MINIMUM EARTH GRADE 5. SEE GENERAL NOTES SHEET FOR FLOOD PLAIN INFORMATION. 6. ALL MANHOLES WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO GRADE. 7. ALL SITE DISTURBED AREAS SHALL BE STABILIZED PER THE EROSION CONTROL PLAN, THE CITY STANDARDS, AND THE SWPPP. TC 750.00 TS 750.00 TI 750.00 EXTP 750.00 TW 750.00 BW 750.00 569 570 TP 750.00 MATCHLINE (SEE SHEET 11) N 00 30'60' GRAPHIC SCALE - 1"=30' SHEET 2 OF 2 KEY MAP SHEET 1 OF 2 569 570 10 GRADING PLAN (SHEET 1 OF 2) EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D -2 % -2 % 560 5 6 1 56 2 5 6 3 555 560 5 6 5 554 556 55 7 55 8 559 56 1 5 6 2 5 6 3 5 6 4 5 5 6 5 5 7 55 8 55 9 54 0 545 550 555 540 53 9 545 550 54 4 54 6 5 4 7 54 8 54 9 55 5 560 56 0 55 655 755 8 559 56 1 5 6 1 56 1 5 6 1 5 6 2 56 2 56 0 5 5 8 55 9 56 1 56 2 5 6 0 5 6 1 5 6 2 5 6 3 5 4 0 5 3 9 5 4 1 542 543 5 6 5 5 6 2 5 6 3 5 6 4 5 6 2 552 550 5 5 0 540 561 560 559 558 557 556 555 554 5 4 9 5 4 9 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S CO6'' SS 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 12 ' ' W T R 12 ' ' W T R 8'' SS 8'' SS 8'' SS8'' SS 8'' SS VARIABLE WIDTH ROW 555 551 552 553 554 556 557 558 559 55 5 56 0 550 55 5 5 4 6 547 548 549 55 1 55 2 55 3 55 4 556 557 55 8 54 0 54 5 54 1 54 2 54 3 54 4 -1%-2% -1%-2% -1%-2% -1%-2% -2% -2% -2% -2% -1 . 0 0 % - 0 . 9 1 % -1 . 0 0 % - 1 . 0 0 % -0.00% -1 . 1 3 % - 0 . 8 9 % -1 . 3 4 % - 1 . 1 7 % -3.5 6 % - 1 . 0 0 % -3 . 0 9 % - 2 . 3 3 % -0.82% - 1 . 8 6 % -1 . 2 7 % -0.96% -2 . 0 0 % -1. 5 3 % -1 . 7 4 % -1.74% -1. 2 8 % -1.50% -1.2 7 % -1.00% -1. 2 7 % -1.50% -1.2 7 % 560 556 55 7 55855956 156 2 4:1 4: 1 4:1 4 : 1 EX. 33" STORM DRAIN 12" CURB GRADING DETAIL 2.04 (SEE SHEET 13) GRADING DETAIL 2.03 (SEE SHEET 13) GRADING DETAIL 1.03 (SEE SHEET 12) GRADING DETAIL 1.04 (SEE SHEET 12) TRANSITION TO 12" CURB EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) Building A FFE = 563.50' PROP. 48" STORM DRAIN OUTFALL PROP. 48" STORM DRAIN OUTFALL WATERS OF THE U.S. PROPOSED RETAINING WALL EX. 10.0' WATER EASEMENT PROP. 300 SF DUMPSTER LOCATION 30.0' YARD SETBACK 30.0' YARD BUFFER -1.65% -3.93% -2.38% 561 562 563 562 563 560 561 562 -4 . 4 6 % 55 5 5 5 7 5 5 8 5 5 9 559560 561 562 -0 . 0 0 % -0 . 6 3 % TC 563.29 TC 563.29 TC 563.32TC 563.14 TC 562.85 TC 562.65 TC 562.65 TC 562.85 TC 562.86 TC 562.86 TC 563.29 TC 563.29 TC 563.29 TC 563.27 TC 563.14 TC 563.39 TC 563.14 TC 563.27 TC 563.29 TC 563.29 TC 562.94 TC 562.94 TC 562.73 TC 562.73 TC 562.88 TC 562.88TC 563.29 TC 563.29 TC 563.14 TC 563.29 TC 563.13 TC 563.03 TC 561.96 TC 559.26 ME 559.16 TC 558.15 TC 562.41 TC 563.29 TC 562.31TC 560.46 TC 561.36 TC 560.13 TC 560.00 TC 559.25 TC 558.16 TC 558.28 TC 557.93 TC 557.93 TC 558.79 TC 562.78 TP 558.80 TP 558.80 TP 558.80 TP 558.80 TP 559.30 TP 559.30 TP 559.30 TP 562.66 TP 562.79 TS 563.32 TC 561.06 TP 559.50 TP 559.50 TP 559.50 TP 563.42 TC 562.58 TC 562.70 TC 563.20 TC 563.20 TC 562.84 TC 562.71 TI 561.98 TI 560.41 TI 561.84 TI 561.30 FG 563.35 FG 563.26 FG 561.19 FG 564.31 TC 558.55 ME 560.51 ME 560.51 ME 553.78 TC 559.55 TC 559.81 TC 563.10 TS 559.33 TC 554.25 TS 563.38TS 563.38 TS 563.38TS 563.38 TS 563.38 TS 563.38 TS 563.38 TS 563.38 N0 0 ° 3 2 ' 5 6 " W 93 9 . 6 0 5 5 0 5 5 5 5 6 0 5 4 0 545 550 54 5 -2 % GRADING DETAIL 3.01 (SEE SHEET 13) -2.00% 56 1 56 2 EX. 12" WATER LINE -1.67% TS 563.38 TP 562.61 5 4 1 5 4 2 54 3 54 4 54 5 54 6 547 54 8 FL 540.00 FG 544.50 TC 558.20BW 540.38 TW 558.33 BW 541.32 TW 558.29 BW 546.74 TW 557.93 PROP. RETAINING WALL FG 551.00 FL 545.00 BW 551.86 TW 557.98 BW 543.72 BW 544.51 TW 558.37 BW 553.64 TW 557.92 BW 557.56 TW 557.76 545TW 558.33 TC 560.82 BW 540.25 BW 547.04 BW 549.25 BW 539.77 BW 542.30 TW 560.75 TW 560.63 TW 560.44 TW 560.89 TW 558.63 BW 539.41 TW 558.82 BW 561.47 TW 561.67 TS 559.67 56 0 55 9 561 562 56 2 5 6 2 -1.99% TC 559.30 INSTALL 325 LF METAL BEAM GUARD FENCE WITH WOOD POSTS INSTALL DAT PER TXDOT DETAIL INSTALL DAT PER TXDOT DETAIL TP 559.30 TP 559.50 TP 563.42TC 562.80 TP 562.66 5 5 7 55 8 55 9 5 5 7 55 8 55 9 56 0 56 1 56 2 56 3 559 561 562 563 MINIMUM FFE = 539.50' -7.71% Ju l y 1 8 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - G R A D P L A N - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 N 00 30'60' GRAPHIC SCALE - 1"=30' MATCHLINE (SEE SHEET 10) NOTES 1. 25% MAXIMUM EARTH GRADE 2. 0.5% MINIMUM PAVED GRADE 3. 1% MINIMUM EARTH GRADE 5. SEE GENERAL NOTES SHEET FOR FLOOD PLAIN INFORMATION. 6. ALL MANHOLES WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO GRADE. 7. ALL SITE DISTURBED AREAS SHALL BE STABILIZED PER THE EROSION CONTROL PLAN, THE CITY STANDARDS, AND THE SWPPP. TC 750.00 TS 750.00 TI 750.00 EXTP 750.00 TW 750.00 BW 750.00 569 570 TP 750.00 SHEET 1 OF 2 KEY MAP SHEET 2 OF 2 569 570 11 GRADING PLAN (SHEET 2 OF 2) BUILDING FFE = 563.50' TC 563.29TS 563.40 TS 563.40 TS 563.40 TS 563.40 TP 562.79 TP 562.79 TP 562.80 TP 562.80TP 562.90 TP 562.90 TS 563.39 TS 563.39 TC 563.29 TP 562.79 TP 562.79 -8 . 2 5 % -8 . 2 5 % -2.00% 56 3 TC 563.29 TC 563.29 TC 563.29TS 563.40 TS 563.40 TS 563.40 TS 563.40 TP 562.79 TP 562.79 TP 562.80 TP 562.80TP 562.90 TP 562.90 TS 563.39 TS 563.39 TC 563.29 TP 562.79 TP 562.79 -8 . 2 5 % -8 . 2 5 % -2.00% 56 3 564 BUILDING FFE = 563.50' TS 563.38 TC 563.29 TS 563.29TS 563.38 TC 563.29 TC 563.29TS 563.40 TS 563.40 TS 563.40 TS 563.40 TP 562.79 TP 562.79 TP 562.80 TP 562.80TP 562.90 TP 562.90 TS 563.39 TS 563.39 TC 563.29 TP 562.79 TP 562.79 -8 . 2 5 % -8 . 2 5 % -2.00%56 3 562 BUILDING FFE = 563.50' TS 563.38 TS 563.29 TS 563.38 TS 563.29 TC 563.29 TC 563.29 TC 563.29TS 563.40 TS 563.40 TS 563.40 TS 563.40 TP 562.79 TP 562.79 TP 562.80 TP 562.80TP 562.90 TP 562.90 TS 563.39 TS 563.39 TC 563.29 TP 562.79 TP 562.79 -8 . 2 5 % -8 . 2 5 % -2.00% 56 3 558 559 558 BUILDING FFE = 563.50' Se p t e m b e r 2 6 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - G R A D D E T A I L - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 NOTES 1. 25% MAXIMUM EARTH GRADE 2. 0.5% MINIMUM PAVED GRADE 3. 1% MINIMUM EARTH GRADE 5. SEE GENERAL NOTES SHEET FOR FLOOD PLAIN INFORMATION. 6. ALL MANHOLES WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO GRADE. 7. ALL SITE DISTURBED AREAS SHALL BE STABILIZED PER THE EROSION CONTROL PLAN, THE CITY STANDARDS, AND THE SWPPP. TC 750.00 TS 750.00 TI 750.00 EXTP 750.00 TW 750.00 BW 750.00 569 570 TP 750.00 N GRADING DETAIL 1.01 1" = 5' GRADING DETAIL 1.02 1" = 5' GRADING DETAIL 1.03 1" = 5' GRADING DETAIL 1.04 1" = 5' 12 GRADING DETAIL (SHEET 1 OF 2) TC 572.25 TC 572.22 TC 572.12 TC 572.12 TP 571.51 TP 571.72 TP 571.62 TS 572.12 TS 572.22 TS 572.11 TS 572.01 TC 572.22 -8 . 3 3 % 571 572 ME 571.94 ME 571.82 TS 569.90 TS 569.89 TS 570.15 TS 570.05 TP 569.65 TP 569.55 TP 569.54 TC 570.04 TC 570.15 TC 570.05 TC 570.05 TC 570.15 -8 . 3 3 % 570 ME 569.76 ME 569.74 12'' WTR 559 56 0 TS 559.23 TS 559.13 TS 559.00TS 559.10 TC 558.99 TC 559.00TC 559.10 TC 559.10 TC 558.88 TP 558.50 TP 558.60 TP 558.38 8. 3 3 % TS 559.33 TS 559.23 559 ME 559.16ME 559.13 55 5 55 6 TS 554.80 TS 554.77 TS 554.87TS 554.90 TC 555.03 TC 554.87 TC 555.28 TC 555.28 TC 555.28 TP 554.53 TP 554.63 TP 554.58 -5 . 0 6 % 55 5 554 554 55 6 55 7 55 8 TC 554.25 ME 553.75 ME 553.78 TP 562.35 TP 562.40 TS 562.84 TS 562.89 TC 562.85 TC 562.84 TC 562.89 TC 562.90 8.33% TC 562.87 TC 562.91 Se p t e m b e r 2 6 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - G R A D D E T A I L - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 GRADING DETAIL 2.01 1" = 5' GRADING DETAIL 2.02 1" = 5' GRADING DETAIL 2.03 1" = 5' GRADING DETAIL 2.04 1" = 5' NOTES 1. 25% MAXIMUM EARTH GRADE 2. 0.5% MINIMUM PAVED GRADE 3. 1% MINIMUM EARTH GRADE 5. SEE GENERAL NOTES SHEET FOR FLOOD PLAIN INFORMATION. 6. ALL MANHOLES WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO GRADE. 7. ALL SITE DISTURBED AREAS SHALL BE STABILIZED PER THE EROSION CONTROL PLAN, THE CITY STANDARDS, AND THE SWPPP. TC 750.00 TS 750.00 TI 750.00 EXTP 750.00 TW 750.00 BW 750.00 569 570 TP 750.00 N 13 GRADING DETAIL (SHEET 2 OF 2) GRADING DETAIL 3.01 1" = 5' EX 18'' SD EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 6'' WTR EX 10'' WTR EX 2 4 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 36'' SD EX 3 6 ' ' S D EX 42'' SD EX 42'' SD EX 2 4 ' ' S D EX 4 2 ' ' S D E X 3 6 ' ' S D E X 3 6 ' ' S D Fi l e : C : \ U s e r s \ a h 3 9 5 2 \ D e s k t o p \ N e w D o c u m e n t . p d f M i s s i n g o r i n v a l i d r e f e r e n c e EX 48'' SS EX 48'' SS ABND 36'' SS ABND 36'' SS E X 2 4 ' ' S S E X 3 0 ' ' S S OH E OH E OH E OH E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E OH E OH E OH E OH E OHE EX 36'' SS EX 36'' SS EX 36'' SS EX 36'' SS EX 36'' SS EX 36'' SS EX 36'' SS N00°31'15"W 1820.68 N89°52'32"E 732.56 N00°32'56"W 939.60 S H 3 6 0 F R O N T A G E R D EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) ( V A R I A B L E W I D T H R O W ) EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW 15 . 0 ' Y A R D S E T B A C K 30.0' YARD SETBACK 15 . 0 ' Y A R D BU F F E R EX. 50' ROAD BIG BE A R C R E E K 10. 0 ' E A S E M E N T TEM P O R A R Y CO N S T R U C T I O N EAS E M E N T SH 3 6 0 VA R I A B L E WID T H R O W TE M P O R A R Y CO N S T R U C T I O N EA S E M E N T 40 . 0 ' S A N I T A R Y S E W E R EA S E M E N T EX. 12" WATER LINE EX. 33" STORM DRAIN EX. FIRE HYDRANT PROPOSED PROPERTY LINE WATERS OF THE U.S. FLOODWAY 10.0' PROP. UTILITY EASEMENT 30.0' YARD SETBACK PR O P . 1 0 . 0 ' U T I L I T Y EA S E M E N T EXISTING DRAINAGE AREA MAP 14 Se p t e m b e r 2 6 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - E X D A M P L A N - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 N 00 100'200' GRAPHIC SCALE - 1"=100' Q100AREA DRAINAGE AREA DIVIDE EXISTING DRAINAGE AREA COMPUTATIONS TABLE ON PAGE 17. WATERS OF THE U.S. 8' ' S S 8'' SS 8' ' S S 8' ' S S 8' ' S S CO CO CO 8' ' S S 8' ' S S 8' ' S S 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 6'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12 ' ' W T R 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 2 4 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 42'' SD EX 2 4 ' ' S D OH E OH E OH E OH E OH E OH E OHEOHE EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) N0 0 ° 3 1 ' 1 5 " W 18 2 0 . 6 8 N89°52'32"E 732.56 55 8 55 9 55 8 55 9 563 5 6 2 56 2 56 3 56 3 56 3 56 3 5 6 5 5 6 2 5 6 3 5 6 4 56 1 56 2 56 3 56 2 563 56 3 555 560 565 570 551 552 553 554 556 557 558 559 561 562 563 564 566 567 568 569 562 56 2 56 3 540 545 55 0 555 56 0 5 4 1 542543 544 54 6 54 7 5 4 8 54 9 551 552 553 554 556 557 558 55 9 561 562 5 4 0 5 4 5 5 5 0 5 3 9 5 4 1 54 2 54 3 54 4 54 6 5 4 7 5 4 8 5 4 9 5 5 1 552 55 5 560 554 556 557 558 559 561 555 560 5 6 5 5 7 0 556 55 7 55 8 559 5 6 1 5 6 2 5 6 3 5 6 4 5 6 6 5 6 7 5 6 8 5 6 9 5 7 1 5 7 2 5 6 5 5 6 2 5 6 3 5 6 4 5 6 6 5 6 7 5 6 8 5 6 9 5 6 0 558 559 55 9 559 5 6 1 5 6 2 561 562 563 56 0 556 55 7 558 55 9 56 1 56 2 561 562 563 56 0 55 9 56 1 56 2 56 3 562 563 564 5 4 0 5 3 9 555 554 556 557 558 5 7 1 56 1 56 2 56 3 5 6 0 55 8 55 9 565564 566 EX. 12" WATER LINE EX. 33" STORM DRAIN PROP. 12" WATER LINE PROPOSED PROPERTY LINE PROP. 8" SANITARY SEWER PROP. 36" STORM DRAIN PROP. 36" STORM DRAIN PROP. 24" STORM DRAIN PROP. 8" SANITARY SEWER 6' WOOD FENCE PROP. RETAINING WALL PROP. 48" STORM DRAIN OUTFALL PROP. 48" STORM DRAIN OUTFALL WATERS OF THE U.S. PROPOSED RETAINING WALL PROP. RETAINING WALL N0 0 ° 3 2 ' 5 6 " W 93 9 . 6 0 EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW EX. 50' ROAD 10.0' PROP. UTILITY EASEMENT PR O P . 1 0 . 0 ' WA T E R EA S E M E N T 30.0' YARD SETBACK 15 . 0 ' Y A R D SE T B A C K 30.0' YARD SETBACK 56 5 5 7 0 563 5 6 4 56 6 56 7 56 8 56 9 BUILDING A FFE - 563.30' PROP. RETAINING WALL 570 568 569 571 40 . 0 ' P R O P . AC C E S S EA S E M E N T PROPOSED DRAINAGE AREA MAP 15 Au g u s t 1 7 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - P D A M P L A N - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 N 00 60'120' GRAPHIC SCALE - 1"=60' Q100AREA DRAINAGE AREA DIVIDE 12'' WTR EX 12'' WTR 8'' SS 6'' SS 6'' WTR EX 36'' SS CO 8' ' S S 8' ' S S 8' ' S S CO CO CO 8' ' S S 12 ' ' W T R 12 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 8' ' S S 8' ' S S 8'' S S 8'' S S EX 18'' SD EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 10'' WTR EX 2 4 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 36'' SD EX 3 6 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 42'' SD EX 4 2 ' ' S D E X 3 6 ' ' S D E X 3 6 ' ' S D Fi l e : C : \ U s e r s \ a h 3 9 5 2 \ D e s k t o p \ N e w D o c u m e n t . p d f M i s s i n g o r i n v a l i d r e f e r e n c e EX 48'' SS EX 48'' SS ABND 36'' SS ABND 36'' SS E X 2 4 ' ' S S E X 3 0 ' ' S S O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E OH E OH E OH E OH E OHE EX 36'' SS EX 36'' SS EX 36'' SS EX 36'' SS EX 36'' SS EX 36'' SS EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) N0 0 ° 3 1 ' 1 5 " W 18 2 0 . 6 8 N89°52'32"E 732.56 55 8 55 9 55 8 55 9 563 5 6 2 56 2 56 3 56 3 56 3 56 3 5 6 5 5 6 2 5 6 3 5 6 4 56 1 56 2 56 3 56 2 563 56 3 555 560 565 570 551 552 553 554 556 557 558 559 561 562 563 564 566 567 568 569 562 56 2 56 3 540 545 55 0 555 56 0 5 4 1 542543544 54 6 54 7 5 4 8 54 9 551 552 553 554 556 557 558 55 9 561 562 5 4 0 5 4 5 5 5 0 5 3 9 5 4 1 54 2 54 3 54 4 54 6 5 4 7 5 4 8 5 4 9 5 5 1 552 55 5 560 554 556557558559 561 555 560 5 6 5 5 7 0 556 55 7 55 8 559 5 6 1 5 6 2 5 6 3 5 6 4 5 6 6 5 6 7 5 6 8 5 6 9 5 7 1 5 7 2 5 6 5 5 6 2 5 6 3 5 6 4 5 6 6 5 6 7 5 6 8 5 6 9 5 6 0 558 559 55 9 559 5 6 1 5 6 2 561562 563 56 0 556557558 55 9 56 1 56 2 561 562 563 56 0 55 9 56 1 56 2 56 3 562 563 564 5 4 0 5 3 9 555554 556557558 5 7 1 56 1 56 2 56 3 56 0 55 8 55 9 565564566 N0 0 ° 3 2 ' 5 6 " W 93 9 . 6 0 56 5 5 7 0 563 5 6 4 56 6 56 7 56 8 56 9 BUILDING A FFE - 563.30' 570568569571 OVERALL PROPOSED DRAINAGE AREA MAP 16 Au g u s t 1 7 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - P D A M P L A N - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 N 00 120'240' GRAPHIC SCALE - 1"=120' Q100AREA DRAINAGE AREA DIVIDE 12'' WTR EX 12'' WTR 8'' SS 6'' SS 6'' WTR EX 36'' SS CO DRAINAGE AREA CALCULATIONS 17 Au g u s t 1 7 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - P D A M P L A N - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 INLET CALCULATIONS 18 Au g u s t 1 7 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - P D A M P L A N - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 STORM DRAIN "A" OUTFALL RIPRAP APRON SIZING BASED ON iSWM CRITERIA MANUAL SECTION 4.4 RIPRAP APRONS DESIGN CALCULATIONS FOR REINFORCED CONCRETE PIPES FLOWING FULL: A FLOW OF 39.6 CFS DISCHARGES FROM A 48" PIPE MINIMUM TAILWATER CONDITIONS = 0.50 Do, Do = 4 FT; THEREFORE 0.50 Do = 0.50 (4) = 2.0 FT SINCE Tw IS LESS THAN 2.0 FT, USE FIGURE 4.4 FOR MINIMUM TAILWATER CONDITIONS. FROM FIGURE 4.4, THE MINIMUM APRON LENGTH, LA = 10 FT AND THE MEDIAN STONE SIZE, D50 = 1 FT THE DOWNSTREAM APRON WIDTH EQUALS THE PIPE DIAMETER PLUS THE APRON LENGTH. W = Do + LA = 4 + 10 = 14 FT MAXIMUM RIPRAP DIAMETER IS 1.5 TIMES THE MEDIAN STONE SIZE: 1.5 (D50) = 1.5 (1.0) = 1.5 FT, USE 1.5 FT RIPRAP DEPTH = 1.5 (DMAX) = 1.5 (1.5) = 2.25 FT STORM DRAIN "B" OUTFALL RIPRAP APRON SIZING BASED ON iSWM CRITERIA MANUAL SECTION 4.4 RIPRAP APRONS DESIGN CALCULATIONS FOR REINFORCED CONCRETE PIPES FLOWING FULL: A FLOW OF 63.4 CFS DISCHARGES FROM A 48" PIPE MINIMUM TAILWATER CONDITIONS = 0.50 Do, Do = 2.0 FT; THEREFORE 0.50 Do = 0.50 (4.0) = 2.0 FT SINCE Tw IS LESS THAN 2.0 FT, USE FIGURE 4.4 FOR MINIMUM TAILWATER CONDITIONS. FROM FIGURE 4.4, THE MINIMUM APRON LENGTH, LA = 15 FT AND THE MEDIAN STONE SIZE, D50 = 1 FT THE DOWNSTREAM APRON WIDTH EQUALS THE PIPE DIAMETER PLUS THE APRON LENGTH. W = Do + LA = 4 + 15 = 19 FT MAXIMUM RIPRAP DIAMETER IS 1.5 TIMES THE MEDIAN STONE SIZE: 1.5 (D50) = 1.5 (1.0) = 1.5 FT, USE 1.5 FT RIPRAP DEPTH = 1.5 (DMAX) = 1.5 (1.5) = 2.25 FT RIP RAP CALCULATIONS HYDRAULIC CALCULATIONS 19 Au g u s t 1 7 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - P D A M P L A N - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 2 4 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 2 4 ' ' S D EX 2 4 ' ' S D OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHEOHEOHE 14+75 9+ 0 0 10+00 11 + 0 0 12+00 13+0014+00 5+85 4+ 0 0 5+ 0 0 1+12 1+00 2+23 1+00 2+00 1+09 1+00 1+09 1+00 EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) CO CO6'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 12'' WTR 12'' WTR 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12'' WTR 12'' WTR 6'' WTR 6'' WTR 6'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 6'' SS 12'' WTR STA. 2+23.30 SD LAT-A6 INSTALL: 3' X 3' WYE INLET END 18" RCP TG = 559.22 18" FL = 557.42 STA. 1+09.22 SD LAT-A7 INSTALL: TWO GRATE INLET END 18" RCP TG = 561.88 18" FL = 558.21 STA. 14+63.26 SD A INSTALL: 1 - 18" (60°) HORIZONTAL BEND 18" FL = 557.32 STA. 5+72.57 SD B INSTALL: 1 - 24" (60°) HORIZONTAL BEND 24" FL = 552.78 STA. 4+28.57 SD B = STA. 1+00.00 SD LAT-B3 INSTALL: 1 - 36"X18" WYE CONNECTION (60°) FL CL III 36" RCP = 550.20 FL CL III 18" RCP = 550.95 STA. 5+84.69 SD B INSTALL: 15' CURB INLET END 24" RCP TC = 557.93 24" FL = 552.92 STA. 1+12.12 SD LAT-B3 INSTALL: 10' CURB INLET END 18" RCP TC = 557.93 18" FL = 552.93 STA. 11+95.96 SD A = STA. 1+00.00 SD LAT-A8 INSTALL: 1 - 24"X18" WYE CONNECTION (60°) FL CL III 24" RCP = 553.59 FL CL III 18" RCP = 553.84 STA. 9+97.96 SD A = STA. 1+00.00 SD LAT-A7 INSTALL: 1 - 24"X18" WYE CONNECTION (60°) FL CL III 24" RCP = 552.10 FL CL III 18" RCP = 552.35 STA. 9+77.77 SD A = STA. 1+00.00 SD LAT-A6 INSTALL: 1 - 24"X18" WYE CONNECTION (60°) FL CL III 24" RCP = 551.95 FL CL III 18" RCP = 552.20 PROP. 12" PUBLIC WATER LINE PROPOSED LOT LINE PROP. 8" PRIVATE SANITARY SEWER PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT CL I I I 3 6 " R C P CL III 18" RCP CL III 18" RCP CL I I I 2 4 " R C P CL III 18" RCP CL III 24" RCP CL II I 1 8 " R C P CL I I I 2 4 " R C P CL III 18" RCP CL I I I 2 4 " R C P CL III 18" RCP STA. 14+75.39 SD A INSTALL: 5' CURB INLET END 18" RCP TC = 562.01 18" FL = 557.51 STA. 1+09.22 SD LAT-A8 INSTALL: TWO GRATE INLET END 18" RCP TC = 561.84 18" FL = 558.18 N0 0 ° 3 2 ' 5 6 " W 93 9 . 6 0 N89°52'32"E 732.56 6' WOOD FENCE 15 . 0 ' Y A R D S E T B A C K 30.0' YARD SETBACK PROP. RETAINING WALL 30.0' YARD SETBACK 10 . 0 ' P R O P . U T I L I T Y EA S E M E N T STA. 1+02.50 SD LAT-B3 INSTALL: 1 - CONCRETE PIPE COLLAR END 36" RCP BEGIN 24" RCP PROP. FDC STA. 13+04.57 SD A INSTALL: 4'X4' JUNCTION BOX FL 18" (IN) = 554.90 RIM ELEV. = 563.42 PROP. 12" PRIVATE WATER LINE EX. 50' ROAD CAUTION: EX. GAS WELL Building A FFE = 563.50' MINIMUM FFE = 539.50' 40 . 0 ' P R O P . AC C E S S EA S E M E N T PROP. PRIVATE STORM DRAIN PROP. PRIVATE STORM DRAIN CL I I I 2 4 " R C P Fe b r u a r y 2 9 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - S T R M P L A N - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 NOTE: 1.FACTORY FABRICATED 45° OR 60° WYES SHALL BE INSTALLED AT ALL PROPOSED PIPE TO PROPOSED PIPE CONNECTIONS. 2.ALL CONNECTIONS TO EXISTING CONCRETE PIPE SHALL BE MADE WITH CONCRETE PIPE. 3.CONCRETE COLLARS SHALL BE CONSTRUCTED AT ALL PROPOSED PIPE TO EXISTING CONCRETE PIPE CONNECTIONS, AT ALL CONCRETE PIPE SIZE CHANGES, AT ALL CONCRETE PIPE PVI'S AND AT ALL CONCRETE PIPE JOINTS WITH MORE THAN HALF PIPE TONGUE EXPOSURE. 4.FACTORY FABRICATED 15°, 30°, 45°, OR 60° BENDS SHALL BE REQUIRED FOR ALL PROPOSED PIPE BENDS. MATCHLINE (SEE SHEET 21) N 00 30'60' GRAPHIC SCALE - 1"=30' SHEET 2 OF 2 KEY MAP SHEET 1 OF 2 12'' WTR EX 12'' WTR 8'' SS 6'' SS 6'' WTR EX 36'' SS CO 20 STORM DRAIN PLAN (SHEET 1 OF 2) CITY OF GRAPEVINE ADDITIONAL NOTES 1.THE CONTRACTOR SHALL INSTALL A PERMANENT BENCH MARK MONUMENT(S), TO BE FURNISHED BY THE CITY IN INLETS PER PLANS AS DIRECTED BY THE CITY. THE OWNER'S SURVEY SHALL ESTABLISH THE BENCHMARK ELEVATION FOR "AS BUILTS". 2.CONCRETE PIPE SHALL BE CLASS III. EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D 1+00 2+00 3+00 4+00 5+00 6+00 7+ 0 0 8+00 9+ 0 0 1+29 1+00 2+23 1+00 2+00 1+09 1+00 1+09 1+00 2+23 1+00 2+00 1+00 2+ 0 0 3+ 0 0 1+ 0 0 1+35 1+12 1+00 1+89 1+ 0 0 1+ 0 0 1+90 EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S CO6'' SS 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 12 ' ' W T R 12 ' ' W T R 8'' SS 8'' SS 8'' SS8'' SS 8'' SS STA. 1+09.24 SD LAT-A3 INSTALL: TWO GRATE INLET END 18" RCP TG = 561.98 18" FL = 557.31 STA. 1+09.24 SD LAT-A4 INSTALL: TWO GRATE INLET END 18" RCP TG = 561.84 18" FL = 557.18 STA. 1+22.83 SD LAT-B1 INSTALL: 1 - 24" (60°) HORIZONTAL BEND 24" FL = 551.39 STA. 1+50.94 SD B INSTALL: 6'X6' JUNCTION BOX FL 48" (IN) = 545.51 RIM ELEV. = 557.26 STA. 2+72.57 SD B = STA. 1+00.00 SD LAT-B2 INSTALL: 1 - 36"X18" WYE CONNECTION (60°) FL CL III 36" RCP = 548.68 FL CL III 18" RCP = 549.43 STA. 1+12.12 SD LAT-B2 INSTALL: 10' CURB INLET END 18" RCP TC = 557.93 18" FL = 552.93 STA. 1+34.95 SD LAT-B1 INSTALL: 10' CURB INLET END 24" RCP TC = 557.93 24" FL = 552.93 STA. 8+22.43 SD A = STA. 1+00.00 SD LAT-A5 INSTALL: 4'X4' JUNCTION BOX FL CL III 24" RCP = 550.79 FL CL III 18" RCP = 551.29 STA. 7+92.95 SD A = STA. 1+00.00 SD LAT-A4 INSTALL: 1 - 24"X18" WYE CONNECTION (60°) FL CL III 24" RCP = 550.56 FL CL III 18" RCP = 550.81 STA. 5+99.45 SD A = STA. 1+00.00 SD LAT-A3 INSTALL: 1 - 36"X18" WYE CONNECTION (60°) FL CL III 36" RCP = 548.11 FL CL III 18" RCP = 548.86 STA. 5+59.74 SD A = STA. 1+00.00 SD LAT-A2 INSTALL: 1 - 36"X18" WYE CONNECTION (60°) FL CL III 36" RCP = 547.81 FL CL III 18" RCP = 548.57 STA. 2+23.30 SD LAT-A5 INSTALL: 3' X 3' WYE INLET END 18" RCP TI = 560.10 18" FL = 558.30 STA. 2+23.30 SD LAT-A2 INSTALL: 3' X 3' WYE INLET END 18" RCP TI = 559.22 18" FL = 557.41 STA. 5+04.56 SD A INSTALL: 4'X4' JUNCTION BOX FL 36" (IN) = 547.40 RIM ELEV. = 562.72 STA. 1+70.00 SD A 6'X6' JUNCTION BOX FL 36" (IN) = 544.89 FL 12" (IN) = 545.89 FL 48" (OUT) = 540.35 N: 7013699.36 E: 2403354.08 STA. 1+92.82 SD A = STA. 1+00.00 SD LAT-A1 INSTALL: 1 - 36"X18" WYE CONNECTION (60°) FL CL III 36" RCP = 545.06 FL CL III 18" RCP = 545.81 STA. 1+29.01 SD LAT-A1 INSTALL: 5' CURB INLET TYPE II END 18" RCP TC = 559.96 18" FL = 553.96 STA. 1+00.00 SD A INSTALL: 15 SY 12" GROUTED ROCK RIPRAP ON FILTER FABRIC WITH 4' PERIMETER TOE WALL 48" FL = 540.00 STA. 1+00.00 SD B INSTALL: 26 SY 12" GROUTED ROCK RIPRAP ON FILTER FABRIC WITH 4' PERIMETER TOE WALL 48" FL = 545.00 EX. 12" WATER LINE EX. 33" STORM DRAIN EX. FIRE HYDRANT PROP. FIRE HYDRANT PROP. RETAINING WALL CL III 48" RCP CL I I I 3 6 " R C P CL III 18" RCP CL III 24" RCP CL II I 1 8 " R C P CL III 24" RCP CL III 18" RCP CL I I I 2 4 " R C P CL II I 1 8 " R C P CL III 18" RCP CL I I I 3 6 " R C P CL I I I 3 6 " R C P CL III 36" RCP CL III 18" RCP CL I I I 4 8 " R C P CL I I I 2 4 " R C P PROP. PRIVATE 12" WATER LINE PROP. PRIVATE 8" SANITARY SEWER N0 0 ° 3 1 ' 1 5 " W 18 2 0 . 6 8 N0 0 ° 3 2 ' 5 6 " W 93 9 . 6 0 30.0' YARD SETBACK EX. 50' ROAD WATERS OF THE U.S. PROPOSED RETAINING WALL 30.0' YARD SETBACK PROP. 2" DOMESTIC WATER CONNECTION PROP. 10" FIRE LINE CONNECTION 6' WOOD FENCE PROP. PRIVATE 8" SANITARY SEWER STUB OUT PROP. 2" IRRIGATION WATER CONNECTION PROP. 12" PRIVATE WATER LINE STA. 1+18.00 SD B INSTALL: 4:1 SLOPED HEADWALL 48" FL = 545.18 STA. 1+18.00 SD A INSTALL: 4:1 SLOPED HEADWALL 48" FL = 540.09 14.0' 10 . 0 ' 12.0' 19 . 0 ' 15.0' 12 . 0 ' STA. 1+89.42 EX. INLET 1 INSTALL: 10' CURB INLET END 18" RCP TC = 556.67 18" FL = 554.87 STA. 1+30.00 EX. INLET 1 CONVERT 10' CURB INLET TO ENCLOSED JUNCTION BOX PER TXDOT DETAIL FL 18" (IN) = 552.16 FL 18" (OUT) = 552.16 N: 7013701.97 E: 2403875.26 STA. 1+00.00 EX. INLET 1 EX. 5' DIA SDMH FL 18" (IN) = 550.07 FL 33" (IN) = 549.57 FL 18" (IN) = 550.07 FL 36" (OUT) = 549.32 N: 7013686.19 E: 2403900.78 Building A FFE = 563.50' MINIMUM FFE = 539.50' PROP. PRIVATE STORM DRAIN PROP. PRIVATE STORM DRAIN STA. 1+52.22 ROOF DRAIN LAT A-9 INSTALL: 1 - 12" (60°) HORIZONTAL BEND 12" FL = 551.82 STA. 1+89.81 ROOF DRAIN LAT A-9 INSTALL: 1 - 12" CONNECT TO ROOF DRAIN SEE PLUMBING PLAN FOR CONTINUATION 12" FL = 556.08 CL II I 1 2 " R C P CL I I I 1 2 " R C P Fe b r u a r y 2 9 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - S T R M P L A N - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 NOTE: 1.FACTORY FABRICATED 45° OR 60° WYES SHALL BE INSTALLED AT ALL PROPOSED PIPE TO PROPOSED PIPE CONNECTIONS. 2.ALL CONNECTIONS TO EXISTING CONCRETE PIPE SHALL BE MADE WITH CONCRETE PIPE. 3.CONCRETE COLLARS SHALL BE CONSTRUCTED AT ALL PROPOSED PIPE TO EXISTING CONCRETE PIPE CONNECTIONS, AT ALL CONCRETE PIPE SIZE CHANGES, AT ALL CONCRETE PIPE PVI'S AND AT ALL CONCRETE PIPE JOINTS WITH MORE THAN HALF PIPE TONGUE EXPOSURE. 4.FACTORY FABRICATED 15°, 30°, 45°, OR 60° BENDS SHALL BE REQUIRED FOR ALL PROPOSED PIPE BENDS. SHEET 1 OF 2 SHEET 2 OF 2 KEY MAP N 00 30'60' GRAPHIC SCALE - 1"=30' MATCHLINE (SEE SHEET 20) 12'' WTR EX 12'' WTR 8'' SS 6'' SS 6'' WTR EX 36'' SS CO 21 STORM DRAIN PLAN (SHEET 2 OF 2) CITY OF GRAPEVINE ADDITIONAL NOTES 1.THE CONTRACTOR SHALL INSTALL A PERMANENT BENCH MARK MONUMENT(S), TO BE FURNISHED BY THE CITY IN INLETS PER PLANS AS DIRECTED BY THE CITY. THE OWNER'S SURVEY SHALL ESTABLISH THE BENCHMARK ELEVATION FOR "AS BUILTS". 2.CONCRETE PIPE SHALL BE CLASS III. 525 530 535 540 545 550 555 560 565 525 530 535 540 545 550 555 560 565 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 FG = 5 4 0 . 0 0 FL = 5 4 0 . 0 0 FG = 5 6 0 . 3 0 FL = 5 4 0 . 2 5 FG = 5 6 0 . 5 1 FL = 5 4 5 . 1 2 FG = 5 6 0 . 7 9 FL = 5 4 5 . 4 9 FG = 5 6 1 . 1 7 FL = 5 4 5 . 8 7 FG = 5 6 1 . 5 5 FL = 5 4 6 . 2 4 FG = 5 6 1 . 9 3 FL = 5 4 6 . 6 2 FG = 5 6 2 . 3 1 FL = 5 4 6 . 9 9 FG = 5 6 2 . 7 6 FL = 5 4 7 . 3 7 FG = 5 6 2 . 5 6 FL = 5 4 7 . 7 4 FG = 5 6 2 . 2 8 FL = 5 4 8 . 1 2 FG = 5 6 2 . 3 4 FL = 5 4 9 . 4 9 FG = 5 6 2 . 7 2 FL = 5 4 9 . 8 7 FG = 5 6 2 . 2 7 FL = 5 5 0 . 2 4 FG = 5 6 2 . 1 4 FL = 5 5 0 . 6 2 FG = 5 6 2 . 3 4 FL = 5 5 0 . 9 9 FG = 5 6 2 . 7 7 FL = 5 5 1 . 3 7 FG = 5 6 2 . 4 4 FL = 5 5 1 . 7 4 FG = 5 6 2 . 1 7 FL = 5 5 2 . 1 2 FG = 5 6 2 . 2 0 FL = 5 5 2 . 4 9 FG = 5 6 2 . 5 3 FL = 5 5 2 . 8 7 FG = 5 6 2 . 2 0 FL = 5 5 3 . 2 4 CL III 48" RCP @ 0.50% CL III 36" RCP @ 0.75% CL III 36" RCP @ 0.75% CL III 24" RCP @ 0.75% CL III 24" RCP @ 0.75% CL III 24" RCP @ 0.75% CL III 24" RCP @ 0.75% CL III 36" RCP @ 0.75% EX. GROUND PROP. GROUNDPROP. GROUND ST A . 1 + 7 0 . 0 0 S D A IN S T A L L : 6' X 6 ' J U N C T I O N B O X CL I I I 3 6 " R C P F L ( I N ) = 5 4 4 . 8 9 CL I I I 1 2 " R C P F L ( I N ) = 5 4 5 . 8 9 CL I I I 4 8 " R C P F L ( O U T ) = 5 4 0 . 3 5 ST A . 1 + 9 2 . 8 2 S D A = ST A . 1 + 0 0 . 0 0 S D L A T - A 1 IN S T A L L : 1 - 3 6 " X 1 8 " W Y E CO N N E C T I O N ( 6 0 ° ) CL I I I 3 6 " R C P F L ( I N ) = 5 4 5 . 0 6 CL I I I 1 8 " R C P F L ( I N ) = 5 4 5 . 8 1 CL I I I 3 6 " R C P F L ( O U T ) = 5 4 5 . 0 6 ST A . 5 + 5 9 . 7 4 S D A = ST A . 1 + 0 0 . 0 0 S D L A T - A 2 IN S T A L L : 1 - 3 6 " X 1 8 " W Y E C O N N E C T I O N ( 6 0 ° ) CL I I I 3 6 " R C P F L ( I N ) = 5 4 7 . 8 1 CL I I I 1 8 " R C P F L ( I N ) = 5 4 8 . 5 7 CL I I I 3 6 " R C P F L ( O U T ) = 5 4 7 . 8 1 ST A . 5 + 9 9 . 4 5 S D A = ST A . 1 + 0 0 . 0 0 S D L A T - A 3 IN S T A L L : 1 - 3 6 " X 1 8 " W Y E C O N N E C T I O N ( 6 0 ° ) CL I I I 3 6 " R C P F L ( I N ) = 5 4 8 . 1 1 CL I I I 1 8 " R C P F L ( I N ) = 5 4 8 . 8 6 CL I I I 3 6 " R C P F L ( O U T ) = 5 4 8 . 1 1 ST A . 7 + 9 2 . 9 5 S D A = ST A . 1 + 0 0 . 0 0 S D L A T - A 4 IN S T A L L : 1 - 2 4 " X 1 8 " W Y E C O N N E C T I O N ( 6 0 ° ) CL I I I 2 4 " R C P F L ( I N ) = 5 5 0 . 5 6 CL I I I 1 8 " R C P F L ( I N ) = 5 5 0 . 8 1 CL I I I 2 4 " R C P F L ( O U T ) = 5 5 0 . 5 6 ST A . 8 + 2 2 . 4 3 S D A = ST A . 1 + 0 0 . 0 0 S D L A T - A 5 IN S T A L L : 4' X 4 ' J U N C T I O N B O X CL I I I 2 4 " R C P F L ( I N ) = 5 5 0 . 7 9 CL I I I 1 8 " R C P F L ( I N ) = 5 5 1 . 2 9 CL I I I 2 4 " R C P F L ( O U T ) = 5 5 0 . 7 9 ST A . 9 + 7 7 . 7 7 S D A = ST A . 1 + 0 0 . 0 0 S D L A T - A 6 IN S T A L L : 1 - 2 4 " X 1 8 " W Y E C O N N E C T I O N ( 6 0 ° ) CL I I I 2 4 " R C P F L ( I N ) = 5 5 1 . 9 5 CL I I I 1 8 " R C P F L ( I N ) = 5 5 2 . 2 0 CL I I I 2 4 " R C P F L ( O U T ) = 5 5 1 . 9 5 ST A . 5 + 0 4 . 5 6 S D A IN S T A L L : 4' X 4 ' J U N C T I O N B O X CL I I I 3 6 " R C P F L ( I N ) = 5 4 7 . 4 0 CL I I I 3 6 " R C P F L ( O U T ) = 5 4 7 . 4 0 FILL TO BE PLACED AND COMPACTED TO 95% STD. PROCTOR DENSITY ST A . 9 + 9 7 . 9 6 S D A = ST A . 1 + 0 0 . 0 0 S D L A T - A 7 IN S T A L L : 1 - 2 4 " X 1 8 " W Y E C O N N E C T I O N ( 6 0 ° ) CL I I I 2 4 " R C P F L ( I N ) = 5 5 2 . 1 0 CL I I I 1 8 " R C P F L ( I N ) = 5 5 2 . 3 5 CL I I I 2 4 " R C P F L ( O U T ) = 5 5 2 . 1 0 CL III 24" RCP @ 0.75% STA. 1+55.00 SD A 12" WATER CROSSING FL = 554.14 ST A . 6 + 0 4 . 4 5 S D A IN S T A L L : 1 - C O N C R E T E C O L L A R EN D 3 6 " R C P BE G I N 2 4 " R C P INSTALL 15 SY OF 12" GROUTED ROCK RIPRAP AT 27" THICK WITH A 4' PERIMETER TOE WALL ST A . 1 + 1 8 . 0 0 S D A IN S T A L L : 4: 1 S L O P E D H E A D W A L L CL I I I 4 8 " R C P F L ( I N ) = 5 4 0 . 0 9 CL I I I 4 8 " R C P F L ( O U T ) = 5 4 0 . 0 9 ST A . 1 + 0 0 . 0 0 S D A BE G I N 4 : 1 S L O P E D HE A D W A L L CL I I I 4 8 " R C P F L ( I N ) = 5 4 0 . 0 0 ULTIMATE WSE = 544.29' HGL STORM DRAIN PROFILES (SHEET 1 OF 6) 22 SCALE H: 1" = 40' V: 1" = 4' MA T C H L I N E ( S E E T H I S S H E E T ) Au g u s t 1 8 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - S T R M P R O F - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 PRIVATE STORM DRAIN "A" 48" RCP Q100 = 39.59 cfs QCAP = 101.57 cfs SF = 0.0008 Vel = 3.15 fps VH = 0.15 ft A 36" RCP Q100 = 35.06 cfs QCAP = 57.76 cfs SF = 0.0028 Vel = 4.96 fps VH = 0.38 ft B 36" RCP Q100 = 33.20 cfs QCAP = 57.76 cfs SF = 0.0025 Vel = 4.70 fps VH = 0.34 ft C 36" RCP Q100 = 33.38 cfs QCAP = 57.76 cfs SF = 0.0025 Vel = 4.72 fps VH = 0.35 ft D 36" RCP Q100 = 30.05 cfs QCAP = 57.76 cfs SF = 0.0020 Vel = 4.25 fps VH = 0.28 ft E 24" RCP Q100 = 27.97 cfs QCAP = 19.59 cfs SF = 0.0153 Vel = 8.90 fps VH = 1.23 ft F 24" RCP Q100 = 25.25 cfs QCAP = 19.59 cfs SF = 0.0125 Vel = 8.04 fps VH = 1.00 ft G 24" RCP Q100 = 20.93 cfs QCAP = 19.59 cfs SF = 0.0086 Vel = 6.66 fps VH = 0.69 ft H 24" RCP Q100 = 13.10 cfs QCAP = 19.59 cfs SF = 0.0034 Vel = 4.17 fps VH = 0.27 ft I 24" RCP Q100 = 10.75 cfs QCAP = 19.59 cfs SF = 0.0023 Vel = 3.42 fps VH = 0.18 ft J J IH G F E A B C D SD A 535 540 545 550 555 560 565 570 575 535 540 545 550 555 560 565 570 575 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 SD LAT-A1 530 535 540 545 550 555 560 565 530 535 540 545 550 555 560 565 0+50 1+00 1+50 2+00 SD LAT-A2 530 535 540 545 550 555 560 565 530 535 540 545 550 555 560 565 0+50 1+00 1+50 2+00 2+50 FG = 5 6 2 . 2 0 FL = 5 5 3 . 2 4 FG = 5 6 2 . 1 0 FL = 5 5 3 . 6 2 FG = 5 6 2 . 2 5 FL = 5 5 3 . 9 9 FG = 5 6 3 . 2 8 FL = 5 5 4 . 3 7 FG = 5 6 2 . 8 0 FL = 5 5 5 . 5 9 FG = 5 6 2 . 4 2 FL = 5 5 6 . 3 6 FG = 5 6 1 . 9 4 FL = 5 5 7 . 1 2 FG = 5 6 0 . 5 5 FL = 5 4 5 . 8 1 FG = FL = FG = 5 6 2 . 4 9 FL = 5 4 8 . 5 7 FG = 5 6 3 . 0 9 FL = 5 5 2 . 1 5 FG = 5 6 1 . 3 7 FL = 5 5 5 . 7 4 CL III 24" RCP @ 0.75% CL III 18" RC P @ 1 . 5 3 % CL III 18" RCP @ 28.09%CL I I I 1 8 " R C P @ 7 . 1 8 % EX. GROUND EX. GROUND EX. GROUND PROP. GROUND PROP. GROUND PROP. GROUND ST A . 1 1 + 9 5 . 9 6 S D A = ST A . 1 + 0 0 . 0 0 S D L A T - A 8 IN S T A L L : 1 - 2 4 " X 1 8 " W Y E C O N N E C T I O N ( 6 0 ° ) CL I I I 2 4 " R C P F L ( I N ) = 5 5 3 . 5 9 CL I I I 1 8 " R C P F L ( I N ) = 5 5 3 . 8 4 CL I I I 2 4 " R C P F L ( O U T ) = 5 5 3 . 5 9 ST A . 1 3 + 0 4 . 5 7 S D A IN S T A L L : 4' X 4 ' J U N C T I O N B O X CL I I I 1 8 " R C P F L ( I N ) = 5 5 4 . 9 0 CL I I I 2 4 " R C P F L ( O U T ) = 5 5 4 . 4 0 ST A . 1 4 + 7 5 . 3 9 S D A IN S T A L L : 5' C U R B I N L E T TC = 5 6 2 . 0 1 CL I I I 1 8 " R C P F L = 5 5 7 . 5 1 ST A . 1 + 0 0 . 0 0 S D L A T - A 1 = ST A . 1 + 9 2 . 8 2 S D A IN S T A L L : 1 - 3 6 " X 1 8 " W Y E CO N N E C T I O N ( 6 0 ° ) CL I I I 3 6 " R C P F L ( I N ) = 5 4 5 . 0 6 CL I I I 1 8 " R C P F L ( I N ) = 5 4 5 . 8 1 CL I I I 3 6 " R C P F L ( O U T ) = 5 4 5 . 0 6 ST A . 1 + 0 0 . 0 0 S D L A T - A 2 = ST A . 5 + 5 9 . 7 4 S D A IN S T A L L : 1 - 3 6 " X 1 8 " W Y E C O N N E C T I O N ( 6 0 ° ) CL I I I 3 6 " R C P F L ( I N ) = 5 4 7 . 8 1 CL I I I 1 8 " R C P F L ( I N ) = 5 4 8 . 5 7 CL I I I 3 6 " R C P F L ( O U T ) = 5 4 7 . 8 1 ST A . 2 + 2 3 . 3 0 S D L A T - A 2 IN S T A L L : 3' X 3 ' W Y E I N L E T TI = 5 5 9 . 2 2 CL I I I 1 8 " R C P F L = 5 5 7 . 4 1 FILL TO BE PLACED AND COMPACTED TO 95% STD. PROCTOR DENSITY FILL TO BE PLACED AND COMPACTED TO 95% STD. PROCTOR DENSITY ST A . 1 4 + 6 3 . 2 6 S D A IN S T A L L : (6 0 ° ) H O R I Z O N T A L B E N D CL I I I 1 8 " R C P F L ( I N ) = 5 5 7 . 3 2 CL I I I 1 8 " R C P F L ( O U T ) = 5 5 7 . 3 2 STA. 1+17.41 SD LAT-A1 12" WATER CROSSING FL = 554.55 ST A . 1 + 2 9 . 0 1 S D L A T - A 1 IN S T A L L : 5' C U R B I N L E T TY P E I I TC = 5 5 9 . 9 6 CL I I I 1 8 " R C P F L = 5 5 3 . 9 6 2. 1 3 PARTIAL FLOW PARTIAL FLOW HGL HGL HGL STORM DRAIN PROFILES (SHEET 2 OF 6) 23 SCALE H: 1" = 40' V: 1" = 4' Au g u s t 1 8 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - S T R M P R O F - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 PRIVATE STORM DRAIN "A" PRIVATE STORM DRAIN LATERAL "A-1" PRIVATE STORM DRAIN LATERAL "A-2" J 24" RCP Q100 = 5.00 cfs QCAP = 19.59 cfs SF = 0.0005 Vel = 1.59 fps VH = 0.04 ft K 18" RCP Q100 = 5.15 cfs QCAP = 12.99 cfs SF = 0.0024 Vel = 2.91 fps VH = 0.13 ft L 18" RCP Q100 = 3.33 cfs QCAP = 55.67 cfs vp 2/2G = 4.67 ft vP = 17.33 fps dp = 0.20 ft Fr = 7.32 B18" RCP Q100 = 3.33 cfs QCAP = 55.67 cfs SF = 0.0010 Vel = 1.88 fps VH = 0.06 ft A 18" RCP Q100 = 3.91 cfs QCAP = 28.15 cfs vp 2/2G = 1.95 ft vP = 11.20 fps dp = 0.35 ft Fr = 3.82 B 18" RCP Q100 = 3.91 cfs QCAP = 28.15 cfs SF = 0.0014 Vel = 2.21 fps VH = 0.08 ft A B A 18" RCP Q100 = 5.16 cfs QCAP = 12.99 cfs SF = 0.0024 Vel = 2.92 fps VH = 0.13 ft M M L K J 24" RCP Q100 = 10.75 cfs QCAP = 19.59 cfs SF = 0.0023 Vel = 3.42 fps VH = 0.18 ft SD LAT-A3 530 535 540 545 550 555 560 565 530 535 540 545 550 555 560 565 0+50 1+00 1+50 FG = 5 6 2 . 2 8 FL = 5 4 8 . 8 6 SD LAT-A4 530 535 540 545 550 555 560 565 530 535 540 545 550 555 560 565 0+50 1+00 1+50 FG = 5 6 2 . 2 0 FL = 5 5 0 . 8 1 SD LAT-A5 535 540 545 550 555 560 565 570 535 540 545 550 555 560 565 570 0+50 1+00 1+50 2+00 2+50 FG = 5 6 2 . 2 4 FL = 5 5 1 . 2 9 FG = 5 6 2 . 8 1 FL = 5 5 4 . 1 3 FG = 5 6 1 . 8 6 FL = 5 5 6 . 9 7 SD LAT-A6 535 540 545 550 555 560 565 570 535 540 545 550 555 560 565 570 0+50 1+00 1+50 2+00 2+50 FG = 5 6 2 . 2 5 FL = 5 5 2 . 2 0 FG = 5 6 2 . 7 5 FL = 5 5 4 . 3 2 FG = 5 6 1 . 3 0 FL = 5 5 6 . 4 3 FG = FL = CL III 18" RCP @ 68.88% CL II I 1 8 " R C P @ 5 . 6 9 % CL III 1 8 " R C P @ 4 . 2 3 % CL III 18" RCP @ 91.49% EX. GROUND EX. GROUND EX. GROUND EX. GROUND PROP. GROUND PROP. GROUND PROP. GROUND PROP. GROUND ST A . 1 + 0 0 . 0 0 S D L A T - A 3 = ST A . 5 + 9 9 . 4 5 S D A IN S T A L L : 1 - 3 6 " X 1 8 " W Y E C O N N E C T I O N ( 6 0 ° ) CL I I I 3 6 " R C P F L ( I N ) = 5 4 8 . 1 1 CL I I I 1 8 " R C P F L ( I N ) = 5 4 8 . 8 6 CL I I I 3 6 " R C P F L ( O U T ) = 5 4 8 . 1 1 ST A . 1 + 0 0 . 0 0 S D L A T - A 4 = ST A . 7 + 9 2 . 9 5 S D A IN S T A L L : 1 - 2 4 " X 1 8 " W Y E C O N N E C T I O N ( 6 0 ° ) CL I I I 2 4 " R C P F L ( I N ) = 5 5 0 . 5 6 CL I I I 1 8 " R C P F L ( I N ) = 5 5 0 . 8 1 CL I I I 2 4 " R C P F L ( O U T ) = 5 5 0 . 5 6 ST A . 1 + 0 0 . 0 0 S D L A T - A 5 = ST A . 8 + 2 2 . 4 3 S D A IN S T A L L : 4' X 4 ' J U N C T I O N B O X CL I I I 2 4 " R C P F L ( I N ) = 5 5 0 . 7 9 CL I I I 1 8 " R C P F L ( I N ) = 5 5 1 . 2 9 CL I I I 2 4 " R C P F L ( O U T ) = 5 5 0 . 7 9 ST A . 1 + 0 0 . 0 0 S D L A T - A 6 = ST A . 9 + 7 7 . 7 7 S D A IN S T A L L : 1 - 2 4 " X 1 8 " W Y E C O N N E C T I O N ( 6 0 ° ) CL I I I 2 4 " R C P F L ( I N ) = 5 5 1 . 9 5 CL I I I 1 8 " R C P F L ( I N ) = 5 5 2 . 2 0 CL I I I 2 4 " R C P F L ( O U T ) = 5 5 1 . 9 5 ST A . 1 + 0 9 . 2 4 S D L A T - A 4 IN S T A L L : TW O G R A T E I N L E T TG = 5 6 1 . 8 4 CL I I I 1 8 " R C P F L = 5 5 7 . 1 8 ST A . 2 + 2 3 . 3 0 S D L A T - A 6 IN S T A L L : 3' X 3 ' W Y E I N L E T TI = 5 5 9 . 2 2 CL I I I 1 8 " R C P F L = 5 5 7 . 4 2 ST A . 2 + 2 3 . 3 0 S D L A T - A 5 IN S T A L L : 3' X 3 ' W Y E I N L E T TI = 5 6 0 . 1 0 CL I I I 1 8 " R C P F L = 5 5 8 . 3 0 ST A . 1 + 0 9 . 2 4 S D L A T - A 3 IN S T A L L : TW O G R A T E I N L E T TG = 5 6 1 . 9 8 CL I I I 1 8 " R C P F L = 5 5 7 . 3 1 FILL TO BE PLACED AND COMPACTED TO 95% STD. PROCTOR DENSITY FILL TO BE PLACED AND COMPACTED TO 95% STD. PROCTOR DENSITY FILL TO BE PLACED AND COMPACTED TO 95% STD. PROCTOR DENSITY PARTIAL FLOW PARTIAL FLOW PARTIAL FLOW PARTIAL FLOW HGL HGL HGL HGL STORM DRAIN PROFILES (SHEET 3 OF 6) 24 SCALE H: 1" = 40' V: 1" = 4' Au g u s t 1 8 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - S T R M P R O F - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 PRIVATE STORM DRAIN LATERAL "A-3" PRIVATE STORM DRAIN LATERAL "A-4" PRIVATE STORM DRAIN LATERAL "A-5" PRIVATE STORM DRAIN LATERAL "A-6" 18" RCP Q100 = 2.66 cfs QCAP = 100.47 cfs vp 2/2G = 9.31 ft vP = 24.48 fps dp = 0.17 ft Fr = 12.74 B18" RCP Q100 = 2.66 cfs QCAP = 100.47 cfs SF = 0.0006 Vel = 1.51 fps VH = 0.04 ft A 18" RCP Q100 = 3.08 cfs QCAP = 87.17 cfs vp 2/2G = 8.36 ft vP = 23.20 fps dp = 0.19 ft Fr = 11.25 B18" RCP Q100 = 3.08 cfs QCAP = 87.17 cfs SF = 0.0009 Vel = 1.74 fps VH = 0.05 ft A 18" RCP Q100 = 5.08 cfs QCAP = 25.06 cfs vp 2/2G = 1.92 ft vP = 11.11 fps dp = 0.46 ft Fr = 3.41 B18" RCP Q100 = 5.08 cfs QCAP = 25.06 cfs SF = 0.0023 Vel = 2.87 fps VH = 0.13 ft A 18" RCP Q100 = 8.65 cfs QCAP = 21.60 cfs vp 2/2G = 2.07 ft vP = 11.54 fps dp = 0.66 ft Fr = 2.87 B18" RCP Q100 = 8.65 cfs QCAP = 21.60 cfs SF = 0.0068 Vel = 4.90 fps VH = 0.37 ft A B A B A B A B A ROOF DRAIN LAT A-9 530 535 540 545 550 555 560 565 530 535 540 545 550 555 560 565 0+50 1+00 1+50 2+00 2+50 SD LAT-A7 535 540 545 550 555 560 565 570 535 540 545 550 555 560 565 570 0+50 1+00 1+50 FG = 5 6 2 . 2 2 FL = 5 5 2 . 3 5 FG = FL = SD LAT-A8 535 540 545 550 555 560 565 570 535 540 545 550 555 560 565 570 0+50 1+00 1+50 FG = 5 6 2 . 2 0 FL = 5 5 3 . 8 4 CL III 18" RCP @ 63.57%CL III 18" RCP @ 47.08% EX. GROUND EX. GROUND PROP. GROUND ST A . 1 + 0 0 . 0 0 S D L A T - A 7 = ST A . 9 + 9 7 . 9 6 S D A IN S T A L L : 1 - 2 4 " X 1 8 " W Y E C O N N E C T I O N ( 6 0 ° ) CL I I I 2 4 " R C P F L ( I N ) = 5 5 2 . 1 0 CL I I I 1 8 " R C P F L ( I N ) = 5 5 2 . 3 5 CL I I I 2 4 " R C P F L ( O U T ) = 5 5 2 . 1 0 ST A . 1 + 0 0 . 0 0 S D L A T - A 8 = ST A . 1 1 + 9 5 . 9 6 S D A IN S T A L L : 1 - 2 4 " X 1 8 " W Y E C O N N E C T I O N ( 6 0 ° ) CL I I I 2 4 " R C P F L ( I N ) = 5 5 3 . 5 9 CL I I I 1 8 " R C P F L ( I N ) = 5 5 3 . 8 4 CL I I I 2 4 " R C P F L ( O U T ) = 5 5 3 . 5 9 ST A . 1 + 0 9 . 2 2 S D L A T - A 8 IN S T A L L : TW O G R A T E I N L E T TG = 5 6 1 . 8 4 CL I I I 1 8 " R C P F L = 5 5 8 . 1 8 ST A . 1 + 0 9 . 2 2 S D L A T - A 7 IN S T A L L : TW O G R A T E I N L E T TG = 5 6 1 . 8 8 CL I I I 1 8 " R C P F L = 5 5 8 . 2 1 PROP. GROUND EX. GROUND PROP. GROUND FILL TO BE PLACED AND COMPACTED TO 95% STD. PROCTOR DENSITY PARTIAL FLOW PARTIAL FLOW PARTIAL FLOW HGL HGL HGL FG = 5 6 0 . 6 8 FL = 5 4 5 . 8 9 FG = 5 6 0 . 9 1 FL = 5 5 1 . 5 6 FG = FL = FG = FL = CL III 12" RCP @ 11.35% ST A . 1 + 8 9 . 8 1 R O O F D R A I N L A T A - 9 IN S T A L L : CO N N E C T T O R O O F D R A I N SE E P L U M B I N G P L A N F O R C O N T I N U A T I O N CL I I I 1 2 " R C P F L = 5 5 6 . 0 8 ST A . 1 + 5 2 . 2 2 R O O F D R A I N L A T A - 9 IN S T A L L : (6 0 ° ) H O R I Z O N T A L B E N D CL I I I 1 2 " R C P F L = 5 5 1 . 8 2 ST A . 1 + 7 0 . 0 0 S D A = ST A . 1 + 0 0 . 0 0 R O O F DR A I N L A T A - 9 IN S T A L L : 6' X 6 ' J U N C T I O N B O X CL I I I 3 6 " R C P F L ( I N ) = 5 4 4 . 8 9 CL I I I 1 2 " R C P F L ( I N ) = 5 4 5 . 8 9 CL I I I 4 8 " R C P F L ( O U T ) = 5 4 0 . 3 5 EX. INLET 1 530 535 540 545 550 555 560 565 530 535 540 545 550 555 560 565 0+50 1+00 1+50 2+00 EG = 5 5 6 . 9 FL = 5 5 0 . 0 7 EG = 5 5 8 . 3 FL = 5 5 3 . 0 7 EG = FL = EX. GROUND EX. 18" RCP @ 6.97% 18" R C P @ 4 . 5 5 % ST A . 1 + 0 0 . 0 0 E X . I N L E T 1 IN S T A L L : EX . 5 ' D I A S D M H RI M E L E V . = 5 5 6 . 8 7 EX . 1 8 " R C P F L ( I N ) = 5 5 0 . 0 7 33 " R C P F L ( I N ) = 5 4 9 . 5 7 18 " R C P F L ( I N ) = 5 5 0 . 0 7 36 " R C P F L ( O U T ) = 5 4 9 . 3 2 ST A . 1 + 3 0 . 0 0 E X . I N L E T 1 IN S T A L L : CO N V E R T 1 0 ' C U R B I N L E T TO E N C L O S E D J U N C T I O N B O X PE R T X D O T D E T A I L RI M E L E V . = 5 5 7 . 1 5 18 " R C P F L ( I N ) = 5 5 2 . 1 6 EX . 1 8 " R C P F L ( O U T ) = 5 5 2 . 1 6 ST A . 1 + 8 9 . 4 2 E X . I N L E T 1 IN S T A L L : 10 ' C U R B I N L E T 18 " R C P F L ( O U T ) = 5 5 4 . 8 7 STORM DRAIN PROFILES (SHEET 4 OF 6) 25 PUBLIC RELOCATE EX. INLET 1 PRIVATE STORM DRAIN LATERAL "A-7" PRIVATE STORM DRAIN LATERAL "A-8" SCALE H: 1" = 40' V: 1" = 4' Au g u s t 1 8 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - S T R M P R O F - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 18" RCP Q100 = 2.91 cfs QCAP = 83.75 cfs vp 2/2G = 7.65 ft vP = 22.18 fps dp = 0.19 ft Fr = 10.80 B18" RCP Q100 = 2.91 cfs QCAP = 83.75 cfs SF = 0.0008 Vel = 1.65 fps VH = 0.04 ft A 18" RCP Q100 = 6.32 cfs QCAP = 72.07 cfs vp 2/2G = 9.79 ft vP = 25.09 fps dp = 0.30 ft Fr = 9.66 B18" RCP Q100 = 6.32 cfs QCAP = 72.07 cfs SF = 0.0036 Vel = 3.58 fps VH = 0.20 ft A B A B A PRIVATE STORM ROOF DRAIN LATERAL "A-9" 12" RCP Q100 = 5.16 cfs QCAP = 12.91 cfs vp 2/2G = 3.63 ft vP = 14.71 fps dp = 0.50 ft Fr = 4.37 A A SD B 530 535 540 545 550 555 560 565 570 530 535 540 545 550 555 560 565 570 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 FG = 5 4 5 . 0 0 FL = 5 4 5 . 0 0 FG = 5 5 7 . 2 5 FL = 5 4 5 . 5 0 FG = 5 5 7 . 6 5 FL = 5 4 7 . 9 8 FG = 5 5 7 . 2 8 FL = 5 4 8 . 4 6 FG = 5 5 7 . 2 0 FL = 5 4 8 . 9 5 FG = 5 5 7 . 6 0 FL = 5 4 9 . 4 4 FG = 5 5 7 . 3 0 FL = 5 4 9 . 9 2 FG = 5 5 7 . 1 5 FL = 5 5 1 . 4 3 FG = 5 5 7 . 5 5 FL = 5 5 1 . 9 8 FG = 5 5 7 . 3 0 FL = 5 5 2 . 5 4 CL III 36" RCP @ 0 . 9 7 % CL III 36" RCP @ 0. 9 7 % ST A . 1 + 5 0 . 9 4 S D B = ST A . 1 + 0 0 . 0 0 S D L A T - B 1 IN S T A L L : 6' X 6 ' J U N C T I O N B O X RI M E L E V . = 5 5 7 . 2 6 CL I I I 3 6 " R C P F L ( I N ) = 5 4 7 . 5 0 CL I I I 2 4 " R C P F L ( I N ) = 5 4 8 . 5 0 CL I I I 4 8 " R C P F L ( O U T ) = 5 4 5 . 5 1 ST A . 2 + 7 2 . 5 7 S D B = ST A . 1 + 0 0 . 0 0 S D L A T - B 2 IN S T A L L : 1 - 3 6 " X 1 8 " W Y E CO N N E C T I O N ( 6 0 ° ) CL I I I 3 6 " R C P F L ( I N ) = 5 4 8 . 6 8 CL I I I 1 8 " R C P F L ( I N ) = 5 4 9 . 4 3 CL I I I 3 6 " R C P F L ( O U T ) = 5 4 8 . 6 8 ST A . 4 + 2 8 . 5 7 S D B = ST A . 1 + 0 0 . 0 0 S D L A T - B 3 IN S T A L L : 1 - 3 6 " X 1 8 " W Y E C O N N E C T I O N ( 6 0 ° ) CL I I I 3 6 " R C P F L ( I N ) = 5 5 0 . 2 0 CL I I I 1 8 " R C P F L ( I N ) = 5 5 0 . 9 5 CL I I I 3 6 " R C P F L ( O U T ) = 5 5 0 . 2 0 PROP. GROUND EX. GROUND FILL TO BE PLACED AND COMPACTED TO 95% STD. PROCTOR DENSITY CL III 24" RCP @ 1 . 1 0 % ST A . 4 + 3 3 . 5 7 S D B IN S T A L L : 1 - C O N C R E T E C O L L A R EN D 3 6 " R C P BE G I N 2 4 " R C P ST A . 5 + 7 2 . 5 7 S D B IN S T A L L : (6 0 ° ) H O R I Z O N T A L B E N D CL I I I 2 4 " R C P F L ( I N ) = 5 5 2 . 7 8 CL I I I 2 4 " R C P F L ( O U T ) = 5 5 2 . 7 8 ST A . 5 + 8 4 . 6 9 S D B IN S T A L L : 15 ' C U R B I N L E T TC = 5 5 7 . 9 3 CL I I I 2 4 " R C P F L = 5 5 2 . 9 2 ST A . 1 + 1 8 . 0 0 S D B IN S T A L L : 4: 1 S L O P E D H E A D W A L L CL I I I 4 8 " R C P F L ( I N ) = 5 4 5 . 1 8 CL I I I 4 8 " R C P F L ( O U T ) = 5 4 5 . 1 8 INSTALL 26 SY OF 12" GROUTED ROCK RIPRAP AT 27" THICK WITH A 4' PERIMETER TOE WALL CL III 48" RCP @ 1.00% ST A . 1 + 0 0 . 0 0 S D B BE G I N 4 : 1 S L O P E D HE A D W A L L CL I I I 4 8 " R C P F L ( I N ) = 5 4 5 . 0 0 ULTIMATE WSE = 544.29' HGL STORM DRAIN PROFILES (SHEET 5 OF 6) 26 SCALE H: 1" = 40' V: 1" = 4' Au g u s t 1 8 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - S T R M P R O F - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 PRIVATE STORM DRAIN "B" 48" RCP Q100 = 64.42 cfs QCAP = 143.64 cfs SF = 0.0020 Vel = 5.13 fps VH = 0.41 ft A 36" RCP Q100 = 51.17 cfs QCAP = 65.69 cfs SF = 0.0059 Vel = 7.24 fps VH = 0.81 ft B 36" RCP Q100 = 34.72 cfs QCAP = 65.69 cfs SF = 0.0027 Vel = 4.91 fps VH = 0.37 ft C 24" RCP Q100 = 23.52 cfs QCAP = 23.73 cfs SF = 0.0108 Vel = 7.49 fps VH = 0.87 ft D 24" RCP Q100 = 23.55 cfs QCAP = 23.73 cfs SF = 0.0108 Vel = 7.49 fps VH = 0.87 ft E A B C D E SD LAT-B1 525 530 535 540 545 550 555 560 525 530 535 540 545 550 555 560 0+50 1+00 1+50 2+00 FG = 5 5 7 . 2 6 FL = 5 4 8 . 5 0 SD LAT-B2 525 530 535 540 545 550 555 560 525 530 535 540 545 550 555 560 0+50 1+00 1+50 2+00 FG = 5 5 7 . 0 8 FL = 5 4 9 . 4 3 SD LAT-B3 530 535 540 545 550 555 560 565 530 535 540 545 550 555 560 565 0+50 1+00 1+50 2+00 FG = 5 5 7 . 0 8 FL = 5 5 0 . 9 5 CL III 24" RCP @ 12.65% CL III 18" RCP @ 28.83% CL III 18" RCP @ 16.31% ST A . 1 + 0 0 . 0 0 S D L A T - B 1 = ST A . 1 + 5 0 . 9 4 S D B IN S T A L L : 6' X 6 ' J U N C T I O N B O X CL I I I 3 6 " R C P F L ( I N ) = 5 4 7 . 5 0 CL I I I 2 4 " R C P F L ( I N ) = 5 4 8 . 5 0 CL I I I 4 8 " R C P F L ( O U T ) = 5 4 5 . 5 1 ST A . 1 + 0 0 . 0 0 S D L A T - B 2 = ST A . 2 + 7 2 . 5 7 S D B IN S T A L L : 1 - 3 6 " X 1 8 " W Y E CO N N E C T I O N ( 6 0 ° ) CL I I I 3 6 " R C P F L ( I N ) = 5 4 8 . 6 8 CL I I I 1 8 " R C P F L ( I N ) = 5 4 9 . 4 3 CL I I I 3 6 " R C P F L ( O U T ) = 5 4 8 . 6 8 ST A . 1 + 0 0 . 0 0 S D L A T - B 3 = ST A . 4 + 2 8 . 5 7 S D B IN S T A L L : 1 - 3 6 " X 1 8 " W Y E C O N N E C T I O N ( 6 0 ° ) CL I I I 3 6 " R C P F L ( I N ) = 5 5 0 . 2 0 CL I I I 1 8 " R C P F L ( I N ) = 5 5 0 . 9 5 CL I I I 3 6 " R C P F L ( O U T ) = 5 5 0 . 2 0 ST A . 1 + 3 4 . 9 5 S D L A T - B 1 IN S T A L L : 10 ' C U R B I N L E T TC = 5 5 7 . 9 3 CL I I I 2 4 " R C P F L = 5 5 2 . 9 3 ST A . 1 + 1 2 . 1 2 S D L A T - B 3 IN S T A L L : 10 ' C U R B I N L E T TC = 5 5 7 . 9 3 CL I I I 1 8 " R C P F L = 5 5 2 . 9 3 PROP. GROUND PROP. GROUND PROP. GROUND EX. GROUND EX. GROUND EX. GROUND FILL TO BE PLACED AND COMPACTED TO 95% STD. PROCTOR DENSITY FILL TO BE PLACED AND COMPACTED TO 95% STD. PROCTOR DENSITY ST A . 1 + 2 2 . 8 3 S D L A T - B 1 IN S T A L L : (6 0 ° ) H O R I Z O N T A L B E N D CL I I I 2 4 " R C P F L ( I N ) = 5 5 1 . 3 9 CL I I I 2 4 " R C P F L ( O U T ) = 5 5 1 . 3 9 ST A . 1 + 1 2 . 1 2 S D L A T - B 2 IN S T A L L : 10 ' C U R B I N L E T TC = 5 5 7 . 9 3 CL I I I 1 8 " R C P F L = 5 5 2 . 9 3 HGL HGL HGL PARTIAL FLOW PARTIAL FLOW PARTIAL FLOW STORM DRAIN PROFILES (SHEET 6 OF 6) 27 SCALE H: 1" = 40' V: 1" = 4' Au g u s t 1 8 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - S T R M P R O F - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 24" RCP Q100 = 21.24 cfs QCAP = 80.46 cfs vp 2/2G = 7.26 ft vP = 21.61 fps dp = 0.70 ft Fr = 5.31 B24" RCP Q100 = 21.24 cfs QCAP = 80.46 cfs SF = 0.0088 Vel = 6.76 fps VH = 0.71 ft A 24" RCP Q100 = 16.64 cfs QCAP = 121.46 cfs vp 2/2G = 11.40 ft vP = 27.09 fps dp = 0.50 ft Fr = 8.02 B24" RCP Q100 = 16.64 cfs QCAP = 121.46 cfs SF = 0.0054 Vel = 5.30 fps VH = 0.44 ft A 18" RCP Q100 = 11.56 cfs QCAP = 42.42 cfs vp 2/2G = 7.90 ft vP = 22.54 fps dp = 0.65 ft Fr = 5.64 A B A B A A PRIVATE STORM DRAIN LATERAL "B-1" PRIVATE STORM DRAIN LATERAL "B-2" PRIVATE STORM DRAIN LATERAL "B-3" BIG BEAR C R E E K 8' ' S S 8' ' S S 8'' SS 8' ' S S 8' ' S S CO CO CO 8' ' S S 8' ' S S 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12'' WTR 6'' WTR 12'' WTR 12'' WTR 12'' WTR 8' ' S S 8' ' S S 8'' S S 8'' S S 8'' S S 8'' SS EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 2 4 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D EX 42'' SD EX 42'' SD EX 2 4 ' ' S D S h e e t : 1 Fi l e : C : \ U s e r s \ a h 3 9 5 2 \ D e s k t o p \ N e w D o c u m e n t . p d f M i s s i n g o r i n v a l i d r e f e r e n c e EX 48'' SS EX 48'' SS ABND 36'' SS ABND 36'' SS E X 2 4 ' ' S S E X 3 0 ' ' S S O H E O H E O H E O H E OH E OH E OH E OH E OH E OHE EX 36'' SS EX 36'' SS BUILDING 'A' OFFSITE 78.6 CFS 10.0' WATER EASEMENT VARIABLE WIDTH ROW TE M P O R A R Y CO N S T R U C T I O N EA S E M E N T 40 . 0 ' S A N I T A R Y S E W E R EA S E M E N T EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW 10 . 0 ' P R O P . U T I L I T Y EA S E M E N T 10.0' PROP. UTILITY EASEMENT EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) EX. 50' ROAD 6" PRIVATE SANITARY SEWER SERVICE 6" PRIVATE SANITARY SEWER SERVICE 6" PRIVATE SANITARY SEWER SERVICE 8" PRIVATE SANITARY SEWER LINE 8" PRIVATE SANITARY SEWER LINE 8" PUBLIC SANITARY SEWER LINE CONNECT TO EXISTING 5' MANHOLE- TRA POINT OF ENTRY EXISTING 48" SANITARY SEWEREXISTING 36" SANITARY SEWER 12" PUBLIC WATER LINE CONNECT TO EX. 12" WATER LINE CONNECT TO EX. 12" WATER LINE 300' RADIUS - FIRE HYDRANT COVERAGE 300' RADIUS - FIRE HYDRANT COVERAGE PROPOSED PRIVATE FIRE HYDRANT PROPOSED PUBLIC FIRE HYDRANT EX. 12" WATER LINE EX. 33" STORM DRAIN EX. FIRE HYDRANT TO BE RELOCATED 12" PUBLIC WATER LINE STUB OUT PROPOSED LOT LINE PROP. PRIVATE STORM DRAIN PROP. PRIVATE STORM DRAIN PROP. PRIVATE STORM DRAIN 10" FIRE WATER SERVICE PROPOSED PRIVATE FIRE HYDRANT PROPOSED PUBLIC FIRE HYDRANT PROPOSED PRIVATE FIRE HYDRANT REMOTE FDC PROPOSED PRIVATE FIRE HYDRANT FLOODWAY 100 YEAR FLOODPLAIN 100 YEAR FLOODPLAIN 100 YEAR FLOODPLAIN WATERS OF THE US EX. FIRE HYDRANT TO BE RELOCATED 15 . 0 ' YA R D SE T B A C K 30.0' YARD SETBACK 30.0' YARD SETBACK 3" DOMESTIC WATER SERVICE 2" IRRIGATION WATER SERVICE BACK FLOW PREVENTER 12" PRIVATE WATER LINE 12" PRIVATE WATER LINE BACK FLOW PREVENTER EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) 40 . 0 ' P R O P . AC C E S S EA S E M E N T 8" PUBLIC SANITARY SEWER LINE 2" DOMESTIC WATER METER 3" DOMESTIC WATER SERVICE Ma r c h 2 1 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - O V E R A L L U T I L P L A N - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 N 00 100'200' GRAPHIC SCALE - 1"=100' NOTE: 1.ALL WATERLINE FITTINGS SHALL BE MECHANICAL JOINT. 2.LOCATION OF FIRE HYDRANTS SHALL COMPLY WITH CITY STANDARD DETAIL. 3.WATER METERS SHALL BE LOCATED IN NON-PAVED AREAS. 4.SDR-26 PIPE REQUIRED FOR SANITARY SEWER LINES DEEPER THAN 20' OR WITHIN 9' OF A WATER LINE. 12'' WTR EX 12'' WTR 8'' SS 6'' SS 6'' WTR EX 36'' SS CO 28 OVERALL UTILITY PLAN EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 2 4 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 2 4 ' ' S D EX 2 4 ' ' S D OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHEOHEOHE CO CO6'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 12'' WTR 12'' WTR 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12'' WTR 12'' WTR 6'' WTR 6'' WTR 6'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 6'' SS 12'' WTR EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) PROP. 12" PUBLIC WATER LINE PROPOSED LOT LINE PROP. PRIVATE FIRE HYDRANT PROP. PRIVATE FIRE HYDRANT STA. 18+31.64 SS A= STA. 1+00.00 SS SERVICE A2= 5' DIA SSMH FL 8" (IN) = 554.16 FL 6" (IN) = 554.16 FL 8" (OUT) = 554.06 RIM ELEV. = 558.9 N:7014096.06 E:2403332.82 STA. 21+18.75 SS A= STA. 1+00.00 SS SERVICE A3= 5' DIA SSMH FL 6" (IN) = 555.70 FL 8" (OUT) = 555.60 RIM ELEV. = 559.1 N:7014383.16 E:2403330.07 STA. 1+50.26 SS SERVICE A2 INSTALL: CLEANOUT SEE MEP PLANS FOR CONTINUATION N: 7014101.65 E: 2403382.77 STA. 1+50.00 SS SERVICE A3 INSTALL: CLEANOUT SEE MEP PLANS FOR CONTINUATION N: 7014383.64 E: 2403380.07 STA. 11+82.20 WL A INSTALL: 10" FIRE LINE 1 - 12"x10" TEE 1 - 10" GATE VALVE 100 LF 10" WATER LINE N: 7014106.69 E: 2403282.72 STA. 11+70.20 WL A INSTALL: 1 - PRIVATE FIRE HYDRANT ASSEMBLY 1 - 12"x6" TEE 1- 12" GATE VALVE 1 - 6" GATE VALVE 32 LF 6" WATER LINE N: 7014118.69 E: 2403282.60 STA. 8+73.44 WL A INSTALL: 1 - PRIVATE FIRE HYDRANT ASSEMBLY 1 - 12"x6" TEE 1- 12" GATE VALVE 1 - 6" GATE VALVE 32 LF 6" WATER LINE N: 7014415.43 E: 2403279.76 STA. 7+55.48 WL A INSTALL: 1 - 12" x12" TEE 3 - 12" GATE VALVES 1 - 12" PLUG 146 LF 12" WATER LINE N: 7014512.20 E: 2403228.83 STA. 2+76.98 WL A INSTALL: 1 - PUBLIC FIRE HYDRANT ASSEMBLY 1 - 12"x6" TEE 1- 12" GATE VALVE 1 - 6" GATE VALVE 40 LF 6" WATER LINE N: 7014516.78 E: 2403707.31 STA. 2+35.61 WL A INSTALL: HORIZ. BEND (45°) DEFLECT 45° 00'00" LT N: 7014517.18 E: 2403748.68 STA. 1+73.35 WL A INSTALL: HORIZ. BEND (45°) DEFLECT 45° 00'00" RT N: 7014473.58 E: 2403793.12 STA. 1+00.00 WL A INSTALL: CONNECT TO EX. 12" WATER LINE 1 - 12"x12" TEE 2 - 12" GATE VALVES N: 7014474.28 E: 2403866.47 10" FIRE LINE SEE MEP PLANS FOR CONTINUATION N: 7014107.65 E: 2403382.71 PROP. STORM DRAIN INSTALL: 1 - 12" STUB OUT N: 7014511.09 E: 2403113.31 INSTALL: 1 - PUBLIC FIRE HYDRANT ASSEMBLY 1 - 12"x6" TEE 1- 12" GATE VALVE 1 - 6" GATE VALVE 150 LF 6" WATER LINE N: 7014103.65 E: 2403868.48 PROPSED PUBLIC 12" WATER LINE A PROP. PUBLIC FIRE HYDRANT 6' WOOD FENCE PROP. PUBLIC FIRE HYDRANT Building A FFE = 563.50' PROPOSED RETAINING WALL 10 . 0 ' P R O P . U T I L I T Y EA S E M E N T 15 . 0 ' Y A R D SE T B A C K 30.0' YARD SETBACK 30.0' YARD SETBACK N0 0 ° 3 1 ' 1 5 " W 18 2 0 . 6 8 N89°52'32"E 732.56 N0 0 ° 3 2 ' 5 6 " W 93 9 . 6 0 STA. 7+91.16 WL A INSTALL: HORIZ. BEND (45°) DEFLECT 45° 00'00" LT N: 7014476.52 E: 2403229.17 STA. 8+61.87 WL A INSTALL: HORIZ. BEND (45°) DEFLECT 45° 00'00" RT N: 7014427.00 E: 2403279.65 PROPOSED RETAINING WALL STA. 7+85.64 WL A INSTALL: DOUBLE CHECK VALVE ASSEMBLY N: 7014482.04 E: 2403229.12 PROPSED PRIVATE 12" WATER LINE A PROPSED PRIVATE 8" SANITARY SEWER LINE A RELOCATE EXISITNG PUBLIC FIRE HYDRANT N: 7014486.65 E: 2403863.80 40 . 0 ' P R O P . AC C E S S EA S E M E N T REMOTE FDC N: 7014118.08 E: 2403218.95 3" DOMESTIC LINE SEE MEP PLANS FOR CONTINUATION N: 7014092.23 E: 2403382.86 INSTALL: 1 - 12"x6" TEE 1- 12" GATE VALVE 1 - 6" GATE VALVE 8 LF 6" WATER LINE N: 7014379.01 E: 2403866.99 RELOCATED EXISTING PUBLIC FIRE HYDRANT N: 7014378.96 E: 2403857.17 HORIZ. BEND (45°) DEFLECT 45° 00'00" RT N: 7014104.07 E: 2403233.34 HORIZ. BEND (90°) DEFLECT 90° 00'00" LT N: 7014091.63 E: 2403319.86 STA. 6+68.48 WL A INSTALL: 1 - DOMESTIC WATER SERVICE 1 - 12"x2" TEE 1 - 2" METER BOX 1- 12" GATE VALVE 1 - 2" GATE VALVE 36 LF 2" WATER LINE 448 LF 3" WATER LINE N: 7014513.03 E: 2403315.83 METER BOX N: 7014477.13 E: 2403316.17 170 LF 6" WATER LINE (FDC) N: 7014105.50 E: 2403382.73 Ma r c h 2 1 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - U T I L P L A N - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 MATCHLINE (SEE SHEET 30) N 00 30'60' GRAPHIC SCALE - 1"=30' SHEET 2 OF 2 KEY MAP OFFSITE SHEET SHEET 1 OF 2 12'' WTR EX 12'' WTR 8'' SS 6'' SS 6'' WTR EX 36'' SS CO 29 UTILITY PLAN (SHEET 1 OF 2) NOTE: 1.ALL WATERLINE FITTINGS SHALL BE MECHANICAL JOINT. 2.LOCATION OF FIRE HYDRANTS SHALL COMPLY WITH CITY STANDARD DETAIL. 3.WATER METERS SHALL BE LOCATED IN NON-PAVED AREAS. 4.SDR-26 PIPE REQUIRED FOR SANITARY SEWER LINES DEEPER THAN 20' OR WITHIN 9' OF A WATER LINE. EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S CO6'' SS 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 1 2 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 12'' W T R 12'' W T R 8'' SS 8'' SS 8'' SS8'' SS 8'' SS EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW EX. 12" WATER LINE EX. 33" STORM DRAIN PROP. RETAINING WALL PROPSED PRIVATE 8" SANITARY SEWER LINE A STA. 15+68.75 SS A= STA. 1+00.00 SS SERVICE A1= 6' DIA SSMH FL 8" (IN) = 552.75 FL 6" (IN) = 552.85 FL 8" (OUT) = 535.31 RIM ELEV. = 558.9 N:7013833.18 E:2403335.34 STA. 1+50.01 SS SERVICE A1 INSTALL: CLEANOUT SEE MEP PLANS FOR CONTINUATION N: 7013832.66 E: 2403385.35STA. 14+96.20 WL A INSTALL: 1 - PRIVATE FIRE HYDRANT ASSEMBLY 1 - 12"x6" TEE 1- 12" GATE VALVE 1 - 6" GATE VALVE 32 LF 6" WATER LINE N: 7013792.71 E: 2403285.73 STA. 21+95.71 WL A INSTALL: CONNECT TO EX. 12" WATER LINE 1 - 12"x12" TEE 3 - 12" GATE VALVES N: 7013752.31 E: 2403870.39 STA. 20+13.02 WL A INSTALL: 1 - PRIVATE FIRE HYDRANT ASSEMBLY 1 - 12"x6" TEE 1- 12" GATE VALVE 1 - 6" GATE VALVE 50 LF 6" WATER LINE N: 7013687.81 E: 2403714.39 STA. 16+19.21 WL A INSTALL: HORIZ. BEND (45°) DEFLECT 45° 00'00" LT N: 7013684.04 E: 2403320.61 STA. 15+71.36 WL A INSTALL: HORIZ. BEND (45°) DEFLECT 45° 00'00" LT N: 7013717.55 E: 2403286.45 PROP. PRIVATE FIRE HYDRANT PROP. PRIVATE FIRE HYDRANT RELOCATE EXISITNG PUBLIC FIRE HYDRANT N: 7013685.61 E: 2403863.41 Building A FFE = 563.50' EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) PROP. RETAINING WALL 30.0' YARD BUFFER EX. 50' ROAD WATERS OF THE U.S. PROP. 36" STORM DRAIN PROP. 48" STORM DRAIN OUTFALL PROP. 48" STORM DRAIN OUTFALL 30.0' YARD BUFFER N0 0 ° 3 2 ' 5 6 " W 93 9 . 6 0 10 . 0 ' P R O P . U T I L I T Y EA S E M E N T STA. 20+57.59 WL A INSTALL: HORIZ. BEND (45°) DEFLECT 45° 00'00" LT N: 7013688.24 E: 2403758.97 STA. 21+46.69 WL A INSTALL: HORIZ. BEND (45°) DEFLECT 45° 00'00" RT N: 7013751.84 E: 2403821.36 INSTALL: 1 - IRRIGATION WATER SERVICE 1 - 12"x2" TEE 1 - 2" METER BOX 1- 12" GATE VALVE 1 - 2" GATE VALVE 10 LF 2" WATER LINE N: 7013777.31 E: 2403870.25 N0 0 ° 3 1 ' 1 5 " W 18 2 0 . 6 8 STA. 21+76.75 WL A INSTALL: DOUBLE CHECK VALVE ASSEMBLY N: 7013752.12 E: 2403851.42 PROPSED PRIVATE 12" WATER LINE A PROPSED PRIVATE 12" WATER LINE A 6' WOOD FENCE RELOCATED EXISTING PUBLIC FIRE HYDRANT N: 7013633.50 E: 2403863.73 INSTALL: 1 - 12"x6" TEE 1- 12" GATE VALVE 1 - 6" GATE VALVE 8 LF 6" WATER LINE N: 7013633.52 E: 2403871.03 STA. 13+62.89 SS A PROPERTY LINE END PUBLIC SEWER BEGIN PRIVATE SEWER N: 7013831.21 E: 2403129.49 Ma r c h 2 1 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - U T I L P L A N - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 N 00 30'60' GRAPHIC SCALE - 1"=30' MATCHLINE (SEE SHEET 29) SHEET 1 OF 2 KEY MAP OFFSITE SHEET MATCHLINE (SEE SHEET 31) SHEET 2 OF 2 12'' WTR EX 12'' WTR 8'' SS 6'' SS 6'' WTR EX 36'' SS CO 30 UTILITY PLAN (SHEET 2 OF 2) NOTE: 1.ALL WATERLINE FITTINGS SHALL BE MECHANICAL JOINT. 2.LOCATION OF FIRE HYDRANTS SHALL COMPLY WITH CITY STANDARD DETAIL. 3.WATER METERS SHALL BE LOCATED IN NON-PAVED AREAS. 4.SDR-26 PIPE REQUIRED FOR SANITARY SEWER LINES DEEPER THAN 20' OR WITHIN 9' OF A WATER LINE. The seal appearing on this document was authorized by CODY R. HODGE, P.E. 111476 on 02/15/2023. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. The record copy of this drawing is on file at the offices of Halff Associates, Inc., 2601 Meacham Blvd., Ste 600, Fort Worth, TX 76137. TBPELS FIRM #10026905 02/15/2023Issued: EX 48'' SS EX 48'' SS EX 48'' SS EX 48'' SS ABND 36'' SS ABND 36'' SS ABND 36'' SS ABND 36'' SSE X 2 4 ' ' S S E X 2 4 ' ' S S E X 3 0 ' ' S S E X 3 0 ' ' S S O H E O H E O H E O H E O H E O H E O H E EX 36'' SS EX 36'' SS EX 36'' SS A B N D 3 6 ' ' S S BIG BEAR C R E E K 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8' ' S S CO 12 ' ' W T R 12'' WTR 12'' WTR 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' S S 8'' S S 8'' S S 8'' S S 8'' S S 8'' SS 1+002+003+004+005+006+00 TE M P O R A R Y CO N S T R U C T I O N EA S E M E N T 40 . 0 ' S A N I T A R Y S E W E R EA S E M E N T PROPOSED 8" SANITARY SEWER LINE EXISTING 48" SANITARY SEWER STA. 15+68.75 SS A= STA. 1+00.00 SS SERVICE A1= 6' DIA SSMH FL 8" (IN) = 552.75 FL 6" (IN) = 552.85 FL 8" (OUT) = 535.31 RIM ELEV. = 558.9 N:7013833.18 E:2403335.34 STA. 11+84.15 SS A 6' DIA SSMH FL 8" (IN) = 533.39 FL 8" (OUT) = 533.29 RIM ELEV. = 551.0 N: 7013829.50 E: 2402950.76 STA. 5+36.57 SS A 6' DIA SSMH FL 8" (IN) = 528.16 FL 8" (OUT) = 528.06 RIM ELEV. = 536.0 N: 7013181.96 E: 2402956.96 STA. 1+00.00 SS A TRA POINT OF ENTRY CONNECT TO EX. 5' SSMH FL 8" (IN) = 525.78 FL 48" (OUT) = 518.78 RIM ELEV. = 531.9 N: 7012828.33 E: 2402700.94 STA. 1+50.01 SS SERVICE A1 INSTALL: CLEANOUT SEE MEP PLANS FOR CONTINUATION N: 7013832.66 E: 2403385.35 STA. 14+96.20 WL A INSTALL: 1 - PRIVATE FIRE HYDRANT ASSEMBLY 1 - 12"x6" TEE 1- 12" GATE VALVE 1 - 6" GATE VALVE 32 LF 6" WATER LINE N: 7013792.71 E: 2403285.73 STA. 20+13.02 WL A INSTALL: 1 - PRIVATE FIRE HYDRANT ASSEMBLY 1 - 12"x6" TEE 1- 12" GATE VALVE 1 - 6" GATE VALVE 50 LF 6" WATER LINE N: 7013687.81 E: 2403714.39 STA. 16+19.21 WL A INSTALL: HORIZ. BEND (45°) DEFLECT 45° 00'00" LT N: 7013684.04 E: 2403320.61 STA. 15+71.36 WL A INSTALL: HORIZ. BEND (45°) DEFLECT 45° 00'00" LT N: 7013717.55 E: 2403286.45 FLOODWAY 100 YEAR FLOODPLAIN 100 YEAR FLOODPLAIN WATERS OF THE U.S. N0 0 ° 3 1 ' 1 5 " W 18 2 0 . 6 8 10.0' PROP. UTILITY EASEMENT S H 3 6 0 F R O N T A G E R D ( V A R I A B L E W I D T H R O W ) EXISTING 36" SANITARY SEWER STA. 1+50.00 SS A 5' DIA SSMH FL 8" (IN) = 526.13 FL 8" (OUT) = 526.03 RIM ELEV. = 531.9 N: 7012868.83 E: 2402730.26 STA. 8+60.34 SS A 6' DIA SSMH FL 8" (IN) = 531.67 FL 8" (OUT) = 531.57 RIM ELEV. = 551.3 N: 7013505.71 E: 2402953.86 STA. 13+62.89 SS A PROPERTY LINE END PUBLIC SEWER BEGIN PRIVATE SEWER N: 7013831.21 E: 2403129.49 Ma r c h 2 1 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - U T I L P L A N - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 N 00 60'120' GRAPHIC SCALE - 1"=60' MA T C H L I N E ( S E E S H E E T 30 )SHEET 1 OF 2 SHEET 2 OF 2 KEY MAP OFFSITE SHEET 12'' WTR EX 12'' WTR 8'' SS 6'' SS 6'' WTR EX 36'' SS CO 31 OFFSITE UTILITY PLAN NOTE: 1.ALL WATERLINE FITTINGS SHALL BE MECHANICAL JOINT. 2.LOCATION OF FIRE HYDRANTS SHALL COMPLY WITH CITY STANDARD DETAIL. 3.WATER METERS SHALL BE LOCATED IN NON-PAVED AREAS. 4.SDR-26 PIPE REQUIRED FOR SANITARY SEWER LINES DEEPER THAN 20' OR WITHIN 9' OF A WATER LINE. WL A 535 540 545 550 555 560 565 570 575 580 535 540 545 550 555 560 565 570 575 580 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 FG = 5 7 0 . 2 6 FL = 5 6 5 . 1 0 FG = 5 6 8 . 7 1 FL = 5 5 6 . 0 4 FG = 5 6 6 . 7 7 FL = 5 5 5 . 9 3 FG = 5 6 5 . 1 7 FL = 5 5 5 . 8 3 FG = 5 6 3 . 8 6 FL = 5 5 5 . 7 2 FG = 5 6 3 . 3 4 FL = 5 5 5 . 6 2 FG = 5 6 2 . 8 3 FL = 5 5 5 . 5 2 FG = 5 6 2 . 2 1 FL = 5 5 5 . 4 1 FG = 5 6 2 . 1 7 FL = 5 5 5 . 3 1 FG = 5 6 2 . 4 6 FL = 5 5 5 . 2 1 FG = 5 6 2 . 7 5 FL = 5 5 5 . 1 0 FG = 5 6 2 . 7 2 FL = 5 5 5 . 0 0 FG = 5 6 1 . 2 3 FL = 5 5 4 . 3 3 FG = 5 6 0 . 8 0 FL = 5 5 3 . 6 7 FG = 5 6 0 . 2 2 FL = 5 5 3 . 0 0 FG = 5 5 9 . 0 4 FL = 5 5 2 . 9 1 FG = 5 5 8 . 1 3 FL = 5 5 2 . 8 2 FG = 5 5 8 . 1 3 FL = 5 5 2 . 7 4 FG = 5 5 8 . 1 6 FL = 5 5 2 . 6 5 FG = 5 5 8 . 1 3 FL = 5 5 2 . 5 6 FG = 5 5 8 . 1 3 FL = 5 5 2 . 4 7 FG = 5 5 8 . 1 4 FL = 5 5 2 . 3 9 PV I S T A . 1 + 0 5 . 0 0 W L A DE F L E C T Δ = 1 1 ° 3 5 ' 3 2 ' ' PV I S T A . 1 + 4 8 . 0 0 W L A DE F L E C T Δ = 1 1 ° 4 5 ' 9 ' ' PV I S T A . 6 + 5 0 . 0 0 W L A DE F L E C T Δ = 0 ° 3 8 ' 4 1 ' ' PV I S T A . 8 + 0 0 . 0 0 W L A DE F L E C T Δ = 0 ° 3 9 ' 4 7 ' ' 12" PVC @ 21.01% 12" PVC @ 0.50% 12" PVC @ 0.21% 12" PVC @ 0.21% 12" PVC @ 1 . 3 3 % 12" PVC @ 0.18% ST A . 1 + 0 0 . 0 0 W L A IN S T A L L : CO N N E C T T O E X . 1 2 " WA T E R L I N E 1 - 1 2 " x 1 2 " T E E 2 - 1 2 " G A T E V A L V E S FL 1 2 " P V C = 5 6 5 . 1 0 ST A . 2 + 7 6 . 9 8 W L A IN S T A L L : 1 - P U B L I C F I R E H Y D R A N T A S S E M B L Y 1 - 1 2 " x 6 " T E E 1- 1 2 " G A T E V A L V E 1 - 6 " G A T E V A L V E 40 L F 6 " W A T E R L I N E FL 1 2 " P V C = 5 5 5 . 7 7 ST A . 7 + 5 5 . 4 8 W L A IN S T A L L : 1 - 1 2 " x 1 2 " T E E 3 - 1 2 " G A T E V A L V E S 1 - 1 2 " P L U G 14 6 L F 1 2 " W A T E R L I N E FL 1 2 " P V C = 5 5 3 . 5 9 ST A . 8 + 7 3 . 4 4 W L A IN S T A L L : 1 - P R I V A T E F I R E H Y D R A N T A S S E M B L Y 1 - 1 2 " x 6 " T E E 1- 1 2 " G A T E V A L V E 1 - 6 " G A T E V A L V E 32 L F 6 " W A T E R L I N E FL 1 2 " P V C = 5 5 2 . 8 7 EX. GROUND PROP. GROUND PROP. GROUND EX. GROUND ST A . 7 + 8 5 . 6 4 W L A IN S T A L L : DO U B L E C H E C K V A L V E A S S E M B L Y FL 1 2 " P V C = 5 5 3 . 1 9 ST A . 6 + 6 8 . 4 8 W L A IN S T A L L : 1 - D O M E S T I C W A T E R S E R V I C E 1 - 1 2 " x 2 " T E E 1 - 2 " M E T E R B O X 1- 1 2 " G A T E V A L V E 1 - 2 " G A T E V A L V E 36 L F 2 " W A T E R L I N E 44 8 L F 3 " W A T E R L I N E FL 1 2 " P V C = 5 5 4 . 7 5 ST A . 1 + 1 0 . 2 1 W L A PR O P E R T Y L I N E ST A . 7 + 6 0 . 4 8 W L A EN D P U B L I C W A T E R L I N E PUBLIC PRIVATE WATER LINE PROFILE (SHEET 1 OF 2) 32 SCALE H: 1" = 40' V: 1" = 4' MA T C H L I N E ( S E E S H E E T 33 ) Fe b r u a r y 1 5 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - U T I L P R O F - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 PUBLIC WATER LINE 'A'PRIVATE WATER LINE 'A' WL A 530 535 540 545 550 555 560 565 570 530 535 540 545 550 555 560 565 570 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 FG = 5 5 8 . 1 4 FL = 5 5 2 . 3 9 FG = 5 5 8 . 1 6 FL = 5 5 2 . 3 0 FG = 5 5 8 . 1 3 FL = 5 5 2 . 2 1 FG = 5 5 8 . 1 3 FL = 5 5 2 . 1 2 FG = 5 5 8 . 2 1 FL = 5 5 2 . 0 4 FG = 5 5 8 . 1 3 FL = 5 5 1 . 9 5 FG = 5 5 8 . 1 3 FL = 5 5 1 . 8 6 FG = 5 5 8 . 1 2 FL = 5 5 2 . 1 4 FG = 5 5 9 . 2 7 FL = 5 5 2 . 8 0 FG = 5 5 9 . 9 6 FL = 5 5 3 . 4 5 FG = 5 6 0 . 4 1 FL = 5 5 4 . 1 0 FG = 5 6 0 . 2 4 FL = 5 5 4 . 7 6 FG = 5 6 0 . 6 2 FL = 5 5 5 . 4 1 FG = 5 6 1 . 0 2 FL = 5 5 6 . 0 7 FG = 5 6 1 . 5 0 FL = 5 5 6 . 3 0 FG = 5 6 1 . 9 9 FL = 5 5 6 . 2 5 FG = 5 6 2 . 5 0 FL = 5 5 6 . 2 0 FG = 5 6 2 . 4 6 FL = 5 5 5 . 7 5 FG = 5 6 0 . 7 9 FL = 5 5 5 . 0 5 FG = 5 6 0 . 3 3 FL = 5 5 3 . 6 4 PV I S T A . 1 4 + 7 5 . 0 0 W L A DE F L E C T Δ = 0 ° 5 0 ' 5 9 ' ' PV I S T A . 1 8 + 2 0 . 0 0 W L A DE F L E C T Δ = 0 ° 4 8 ' 2 4 ' ' PV I S T A . 1 9 + 7 0 . 0 0 W L A DE F L E C T Δ = 0 ° 4 4 ' 5 6 ' ' 12" PVC @ 0.16% 12" PVC @ 1.3 1 % 12" PVC @ 1.3 1 % 12" PVC @ 0.10% 12" PVC @ 1.41% ST A . 1 4 + 9 6 . 2 0 W L A IN S T A L L : 1 - P R I V A T E F I R E H Y D R A N T A S S E M B L Y 1 - 1 2 " x 6 " T E E 1- 1 2 " G A T E V A L V E 1 - 6 " G A T E V A L V E 32 L F 6 " W A T E R L I N E FL 1 2 " P V C = 5 5 2 . 0 9 ST A . 2 0 + 1 3 . 0 2 W L A IN S T A L L : 1 - P R I V A T E F I R E H Y D R A N T A S S E M B L Y 1 - 1 2 " x 6 " T E E 1- 1 2 " G A T E V A L V E 1 - 6 " G A T E V A L V E 50 L F 6 " W A T E R L I N E FL 1 2 " P V C = 5 5 5 . 5 7 FILL TO BE PLACED AND COMPACTED TO 95% STD. PROCTOR DENSITY EX. GROUND PROP. GROUND PROP. GROUND EX. GROUND STA. 16+52.83 WL A 48" PROP STRM CROSSING FL = 540.28 STA. 16+84.48 WL A 18" PROP STRM CROSSING FL = 550.70 2. 1 3 9. 4 5 16 . 1 1 ST A . 1 1 + 8 2 . 2 0 W L A IN S T A L L : 10 " F I R E L I N E 1 - 1 2 " x 1 0 " T E E 1 - 1 0 " G A T E V A L V E 10 0 L F 1 0 " W A T E R L I N E FL 1 2 " P V C = 5 5 2 . 2 9 ST A . 2 1 + 9 5 . 7 1 W L A IN S T A L L : CO N N E C T T O E X . 1 2 " WA T E R L I N E 1 - 1 2 " x 1 2 " T E E 3 - 1 2 " G A T E V A L V E S FL 1 2 " P V C = 5 5 3 . 0 0 12" PVC @ 1 . 4 1 % STA. 14+56.20 WL A 8" SANITARY SEWER CROSSING FL = 535.06 ST A . 2 1 + 8 8 . 5 1 W L A PR O P E R T Y L I N E ST A . 2 1 + 7 6 . 7 5 W L A IN S T A L L : DO U B L E C H E C K V A L V E A S S E M B L Y FL 1 2 " P V C = 5 5 3 . 2 7 WATER LINE PROFILE (SHEET 2 OF 2) 33 Fe b r u a r y 1 5 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - U T I L P R O F - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 MA T C H L I N E ( S E E S H E E T 32 ) SCALE H: 1" = 40' V: 1" = 4' PRIVATE WATER LINE 'A' SS A 510 515 520 525 530 535 540 545 550 555 510 515 520 525 530 535 540 545 550 555 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 EG = 5 3 1 . 9 FG = 5 2 5 . 7 8 EG = 5 3 1 . 9 FG = 5 2 6 . 0 3 EG = 5 3 1 . 5 FG = 5 2 6 . 3 8 EG = 5 3 2 . 4 FG = 5 2 6 . 6 3 EG = 5 3 2 . 8 FG = 5 2 6 . 8 8 EG = 5 3 3 . 3 FG = 5 2 7 . 1 3 EG = 5 3 4 . 0 FG = 5 2 7 . 3 8 EG = 5 3 4 . 0 FG = 5 2 7 . 6 3 EG = 5 3 5 . 0 FG = 5 2 7 . 8 8 EG = 5 3 6 . 8 FG = 5 2 8 . 3 0 EG = 5 3 9 . 5 FG = 5 2 8 . 8 3 EG = FG = 5 2 9 . 3 6 EG = 5 4 4 . 4 FG = 5 2 9 . 8 8 EG = 5 4 7 . 2 FG = 5 3 0 . 4 1 EG = 5 4 9 . 6 FG = 5 3 0 . 9 4 EG = 5 5 1 . 1 FG = 5 3 1 . 4 6 EG = 5 5 2 . 3 FG = 5 3 1 . 8 7 EG = 5 5 2 . 5 FG = 5 3 2 . 1 2 EG = 5 5 2 . 8 FG = 5 3 2 . 3 7 EG = 5 5 2 . 6 FG = 5 3 2 . 6 2 EG = 5 5 2 . 2 FG = 5 3 2 . 8 7 EG = 5 5 1 . 3 FG = 5 3 3 . 1 2 8" SDR-26 @ 1.05 % ST A . 1 + 0 0 . 0 0 S S A IN S T A L L : TR A P O I N T O F E N T R Y CO N N E C T T O E X . 5 ' S S M H RI M E L E V . = 5 3 1 . 9 0 FL 8 " I N = 5 2 5 . 7 8 FL 4 8 " O U T = 5 1 8 . 7 8 ST A . 5 + 3 6 . 5 7 S S A IN S T A L L : 6' D I A S S M H RI M E L E V . = 5 3 6 . 0 1 FL 8 " I N = 5 2 8 . 1 6 FL 8 " O U T = 5 2 8 . 0 6 EX. GROUND RIM = 531.90 RIM = 536.01 ST A . 1 + 5 0 . 0 0 S S A IN S T A L L : 5' D I A S S M H RI M E L E V . = 5 3 1 . 8 9 FL 8 " I N = 5 2 6 . 1 3 FL 8 " O U T = 5 2 6 . 0 3 8" SDR-26 @ 0.50% RIM = 531.89 ST A . 8 + 6 0 . 3 4 S S A IN S T A L L : 6' D I A S S M H RI M E L E V . = 5 5 1 . 3 5 FL 8 " I N = 5 3 1 . 6 7 FL 8 " O U T = 5 3 1 . 5 7 RIM = 551.35 8" SDR-26 @ 0.50% ULTIMATE WSE = 538.38' 8" SDR-26 @ 0.50% SANITARY SEWER PROFILES (SHEET 1 OF 3) 34 SCALE H: 1" = 40' V: 1" = 4'PUBLIC SANITARY SEWER 'A' Fe b r u a r y 1 5 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - U T I L P R O F - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 MA T C H L I N E ( S E E S H E E T 35 ) SS A 520 525 530 535 540 545 550 555 560 565 520 525 530 535 540 545 550 555 560 565 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 8" SDR-26 @ 0.50% 8" PVC @ 0.50% 8" PVC @ 0.50% ST A . 1 1 + 8 4 . 1 5 S S A IN S T A L L : 6' D I A S S M H RI M E L E V . = 5 5 0 . 9 6 FL 8 " I N = 5 3 3 . 3 9 FL 8 " O U T = 5 3 3 . 2 9 ST A . 1 5 + 6 8 . 7 5 S S A = ST A . 1 + 0 0 . 0 0 S S S E R V I C E A 1 IN S T A L L : 6' D I A S S M H RI M = 5 5 8 . 8 5 FL 8 " P V C = 5 5 2 . 7 5 FL 6 " P V C = 5 5 2 . 8 5 FL 8 " S D R - 2 6 = 5 3 5 . 3 1 ST A . 1 8 + 3 1 . 6 4 S S A = ST A . 1 + 0 0 . 0 0 S S S E R V I C E A 2 IN S T A L L : 5' D I A S S M H RI M = 5 5 8 . 8 5 FL 8 " P V C = 5 5 4 . 1 6 FL 6 " P V C = 5 5 4 . 1 6 FL 8 " P V C = 5 5 4 . 0 6 ST A . 2 1 + 1 8 . 7 5 S S A = ST A . 1 + 0 0 . 0 0 S S S E R V I C E A 3 IN S T A L L : 5' D I A S S M H RI M = 5 5 8 . 8 5 FL 6 " P V C = 5 5 5 . 7 0 FL 8 " P V C = 5 5 5 . 6 0 EX. GROUND PROP. GROUNDFILL TO BE PLACED AND COMPACTED TO 95% STD. PROCTOR DENSITY RIM = 550.96 RIM = 558.85 RIM = 558.85 RIM = 558.85 4. 0 0 EG = 5 5 1 . 3 FG = 5 3 3 . 1 2 EG = 5 5 0 . 0 FG = 5 3 3 . 4 7 EG = 5 4 7 . 5 FG = 5 3 3 . 7 2 EG = 5 4 4 . 4 FG = 5 3 3 . 9 7 EG = 5 3 8 . 9 FG = 5 3 4 . 2 2 EG = 5 3 9 . 2 FG = 5 3 4 . 4 7 FG = 5 5 7 . 3 1 FL = 5 3 4 . 7 2 FG = 5 5 7 . 8 3 FL = 5 3 4 . 9 7 FG = 5 5 8 . 6 0 FL = 5 3 5 . 2 2 FG = 5 5 8 . 8 5 FL = 5 5 2 . 9 1 FG = 5 5 8 . 8 5 FL = 5 5 3 . 1 6 FG = 5 5 8 . 8 5 FL = 5 5 3 . 4 1 FG = 5 5 8 . 8 5 FL = 5 5 3 . 6 6 FG = 5 5 8 . 8 5 FL = 5 5 3 . 9 1 FG = 5 5 8 . 8 5 FL = 5 5 4 . 2 5 FG = 5 5 8 . 8 5 FL = 5 5 4 . 5 0 FG = 5 5 8 . 8 5 FL = 5 5 4 . 7 5 FG = 5 5 8 . 8 5 FL = 5 5 5 . 0 0 FG = 5 5 8 . 8 5 FL = 5 5 5 . 2 5 FG = 5 5 8 . 8 5 FL = 5 5 5 . 5 0 STA. 15+18.75 SS A 12" WATER CROSSING FL = 551.85 8" SDR-26 @ 0.50% ULTIMATE WSE = 544.29' ST A . 1 3 + 2 5 . 0 0 S S A BE G I N C O N C R E T E C A P PE R S T A N D A R D D E T A I L G R 3 0 1 0 ST A . 1 4 + 3 4 . 2 5 S S A EN D C O N C R E T E C A P PE R S T A N D A R D D E T A I L G R 3 0 1 0 STA. 18+27.33 SS A 4" WATER CROSSING FL = 551.50 STA. 18+40.60 SS A 6" WATER CROSSING FL = 551.50 STA. 18+42.75 SS A 10" WATER CROSSING FL = 551.00 ST A . 1 3 + 6 2 . 8 9 S S A PR O P E R T Y L I N E EN D P U B L I C S E W E R BE G I N P R I V A T E S E W E R PUBLIC PRIVATE SANITARY SEWER PROFILES (SHEET 2 OF 3) 35 SCALE H: 1" = 40' V: 1" = 4' Fe b r u a r y 1 5 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - U T I L P R O F - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 PRIVATE SANITARY SEWER 'A' MA T C H L I N E ( S E E S H E E T 34 ) PUBLIC SANITARY SEWER 'A' PROPERTY LINE SS SERVICE A1 520 525 530 535 540 545 550 555 560 565 520 525 530 535 540 545 550 555 560 565 0+50 1+00 1+50 2+00 FG = 5 5 8 . 8 5 FL = 5 5 2 . 8 5 FG = 5 5 9 . 4 0 FL = 5 5 3 . 5 5 FG = FL = 6" PVC @ 1.40% EX. GROUND PROP. GROUND ST A . 1 + 0 0 . 0 0 S S S E R V I C E A 1 = ST A . 1 5 + 6 8 . 7 5 S S A IN S T A L L : 6' D I A S S M H RI M = 5 5 8 . 8 5 FL 8 " P V C = 5 5 2 . 7 5 FL 6 " P V C = 5 5 2 . 8 5 FL 8 " S D R - 2 6 = 5 3 5 . 3 1 ST A . 1 + 5 0 . 0 1 S S S E R V I C E A 1 IN S T A L L : CL E A N O U T SE E M E P P L A N S F O R CO N T I N U A T I O N FL 6 " P V C = 5 5 3 . 5 5 FILL TO BE PLACED AND COMPACTED TO 95% STD. PROCTOR DENSITY RIM = 558.85 SS SERVICE A2 530 535 540 545 550 555 560 565 570 530 535 540 545 550 555 560 565 570 0+50 1+00 1+50 2+00 SS SERVICE A3 530 535 540 545 550 555 560 565 570 530 535 540 545 550 555 560 565 570 0+50 1+00 1+50 2+00 FG = 5 5 8 . 8 5 FL = 5 5 4 . 1 6 FG = 5 5 9 . 4 0 FL = 5 5 4 . 6 6 FG = 5 5 8 . 8 5 FL = 5 5 5 . 7 0 FG = 5 5 9 . 4 0 FL = 5 5 6 . 2 0 6" PVC @ 1.00% 6" PVC @ 1.00% EX. GROUND EX. GROUND PROP. GROUND PROP. GROUND ST A . 1 + 0 0 . 0 0 S S S E R V I C E A 2 = ST A . 1 8 + 3 1 . 6 4 S S A IN S T A L L : 5' D I A S S M H RI M = 5 5 8 . 8 5 FL 8 " P V C = 5 5 4 . 1 6 FL 6 " P V C = 5 5 4 . 1 6 FL 8 " P V C = 5 5 4 . 0 6 ST A . 1 + 0 0 . 0 0 S S S E R V I C E A 3 = ST A . 2 1 + 1 8 . 7 5 S S A IN S T A L L : 5' D I A S S M H RI M = 5 5 8 . 8 5 FL 6 " P V C = 5 5 5 . 7 0 FL 8 " P V C = 5 5 5 . 6 0 ST A . 1 + 5 0 . 2 6 S S S E R V I C E A 2 IN S T A L L : CL E A N O U T SE E M E P P L A N S F O R CO N T I N U A T I O N FL 6 " P V C = 5 5 4 . 6 6 ST A . 1 + 5 0 . 0 0 S S S E R V I C E A 3 IN S T A L L : CL E A N O U T SE E M E P P L A N S F O R CO N T I N U A T I O N FL 6 " P V C = 5 5 6 . 2 0 FILL TO BE PLACED AND COMPACTED TO 95% STD. PROCTOR DENSITY RIM = 558.85 RIM = 558.85 SANITARY SEWER PROFILES (SHEET 3 OF 3) 36 SCALE H: 1" = 40' V: 1" = 4' Fe b r u a r y 1 5 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - U T I L P R O F - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 PRIVATE SANITARY SEWER 'A1' PRIVATE SANITARY SEWER 'A2' PRIVATE SANITARY SEWER 'A3' CO CO6'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 12'' WTR 12'' WTR 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12'' WTR 12'' WTR 6'' WTR 6'' WTR 6'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 6'' SS 12'' WTR EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW 15 . 0 ' Y A R D SE T B A C K 30.0' YARD SETBACK N0 0 ° 3 1 ' 1 5 " W 18 2 0 . 6 8 N0 0 ° 3 2 ' 5 6 " W 93 9 . 6 0 N89°52'32"E 732.56 55.0' TYP 12 . 0 ' T Y P 55.0' TYP 12 . 0 ' T Y P 18.0' TYP 9. 0 ' T Y P 18.0' TYP 9. 0 ' T Y P 18.0' TYP 9. 0 ' T Y P 18.0' TYP 9. 0 ' T Y P 55.0' TYP R50.0'R90.0' R10.0' R85.0' 303.0' 381.4' 27 6 . 0 ' 5' SIDEWALK 5' S I D E W A L K 10 . 0 ' P R O P . U T I L I T Y EA S E M E N T 30.0' YARD SETBACK R70.0' R50.0' R110.0' R50.0' R50.0' 21.9' 23.1' 26 ' F I R E L A N E 24' FIRE LANE PROPOSED PROPERTY LINE PROP. RETAINING WALL 24 ' F I R E L A N E HANDICAP ACCESSIBLE SPACES (2) PER TYPICAL DETAIL FIRE LANE STRIPING PER CITY OF GRAPEVINE TYP. 4" WIDE PAINTED WHITE STRIPE (TYP.) FIRE LANE STRIPING PER CITY OF GRAPEVINE TYP. FIRE LANE STRIPING PER CITY OF GRAPEVINE TYP. HANDICAP ACCESSIBLE SPACES (2) PER TYPICAL DETAIL 4" WIDE PAINTED WHITE STRIPE (TYP.) 26.0' 69 5 . 0 ' 69 5 . 0 ' 4" WIDE PAINTED WHITE STRIPE (TYP.) 104.0' 20 LF 24" WHITE STOP BAR 12 LF 24" WHITE STOP BAR 32 LF 24" WHITE STOP BAR 20 LF 24" WHITE STOP BAR 40 . 0 ' P R O P . AC C E S S EA S E M E N T Ju l y 1 0 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - P V M T M R K G - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 NOTES: 1.FIRE LANE STRIPING SHALL BE A CONTINUOUS SIX-INCH RED STRIPE WITH FOUR-INCH WHITE LETTERS STATING "FIRE LANE NO PARKING" AT INTERVALS NO GREATER THAN TWENTY (20) FEET. 2.THE WORDS "FIRE LANE - NO PARKING" SHALL BE SENTENCED IN RED LETTERS BETWEEN THE PARALLEL STRIPS AND SHALL MEASURE THIRTY-SIX (36) INCHES HIGH BY FOUR (4) INCHES WIDE AND SPACED AS NECESSARY TO PLAINLY IDENTIFY THE FIRE LANE, BUT NO GREATER THAN FIFTY (50) FEET. MATCHLINE (SEE SHEET 38) N 00 30'60' GRAPHIC SCALE - 1"=30' SHEET 2 OF 2 KEY MAP SHEET 1 OF 2 37 PAVEMENT MARKING PLAN (SHEET 1 OF 2) 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S CO 12 ' ' W T R 6'' SS 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 12 ' ' W T R 12 ' ' W T R 8'' SS 8'' SS 8'' SS8'' SS 8'' SS EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW EX. 50' ROAD N0 0 ° 3 2 ' 5 6 " W 93 9 . 6 0 55.0' TYP 18.0' TYP 9. 0 ' T Y P 18.0' TYP 9. 0 ' T Y P 18.0' TYP 9. 0 ' T Y P 18.0' TYP 9. 0 ' T Y P 55.0' TYP 12 . 0 ' T Y P 12 . 0 ' T Y P 30.0' YARD SETBACK R75.0'R35.0' R100.0' R100.0' R50.0' R50.0' 50 . 0 ' 69 5 . 0 ' 313.0' 285.8' 82.3' 117.4' 31 2 . 0 ' 26.0' 30.0' YARD SETBACK 5' S I D E W A L K 5' SIDEWALK 10 . 0 ' P R O P . U T I L I T Y EA S E M E N T 26 ' F I R E L A N E PROP. RETAINING WALL 24 ' F I R E L A N E FIRE LANE STRIPING PER CITY OF GRAPEVINE TYP. FIRE LANE STRIPING PER CITY OF GRAPEVINE TYP. FIRE LANE STRIPING PER CITY OF GRAPEVINE TYP. HANDICAP ACCESSIBLE SPACES (2) PER TYPICAL DETAIL HANDICAP ACCESSIBLE SPACES (2) PER TYPICAL DETAIL 4" WIDE PAINTED WHITE STRIPE (TYP.) 4" WIDE PAINTED WHITE STRIPE (TYP.) 4" WIDE PAINTED WHITE STRIPE (TYP.) 26 . 0 ' 69 5 . 0 ' 4" WIDE PAINTED WHITE STRIPE (TYP.) 24' FIRE LANE 104.0' PROP. 48" STORM DRAIN OUTFALL PROP. 48" STORM DRAIN OUTFALL PROPOSED RETAINING WALL PROPOSED GUARDRAIL N0 0 ° 3 1 ' 1 5 " W 18 2 0 . 6 8 PROPOSED PROPERTY LINE 25 LF 24" WHITE STOP BAR 32 LF 24" WHITE STOP BAR 83 LF 12" SOLID WHITE STRIPING FOR PEDESTRIAN CROSSWALK Ju l y 1 0 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - P V M T M R K G - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 NOTES: 1.FIRE LANE STRIPING SHALL BE A CONTINUOUS SIX-INCH RED STRIPE WITH FOUR-INCH WHITE LETTERS STATING "FIRE LANE NO PARKING" AT INTERVALS NO GREATER THAN TWENTY (20) FEET. 2.THE WORDS "FIRE LANE - NO PARKING" SHALL BE SENTENCED IN RED LETTERS BETWEEN THE PARALLEL STRIPS AND SHALL MEASURE THIRTY-SIX (36) INCHES HIGH BY FOUR (4) INCHES WIDE AND SPACED AS NECESSARY TO PLAINLY IDENTIFY THE FIRE LANE, BUT NO GREATER THAN FIFTY (50) FEET. SHEET 1 OF 2 KEY MAP N 00 30'60' GRAPHIC SCALE - 1"=30' MATCHLINE (SEE SHEET 37) SHEET 2 OF 2 38 PAVEMENT MARKING PLAN (SHEET 2 OF 2) EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 2 4 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 2 4 ' ' S D EX 2 4 ' ' S D OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHEOHEOHE CO CO6'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 12'' WTR 12'' WTR 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12'' WTR 12'' WTR 6'' WTR 6'' WTR 6'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 6'' SS 12'' WTR EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) 562 562 563 56 0 55 9 56 1 56 2 56 3 55 8 55 9 55 8 55 9 5 6 5 5 6 4 5 6 5 5 6 5 57 0 56 1 561 5 6 2 562 563 5 6 3 56 4 5 6 4 5 6 6 5 6 6 5 6 7 5 6 8 5 6 9 56 5 56 6 56 2 56 2 56 3 5 6 2 56 3 56 5 570 564 566 567 5 6 8 569 560 55 8 55 9 561 562 563 555 56 0 565 556 55 7 55 8 55 9 56 1 56 2 56 3 56 4 566 567 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SFSFSF SF S F S F S F S F SF S F S F 5819 SY HYDROMULCH INLET PROTECTION PROP. 12" WATER LINE PROPOSED LOT LINE PROP. 8" SANITARY SEWER PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. RETAINING WALL EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW 15 . 0 ' YA R D SE T B A C K 30.0' YARD SETBACK 30.0' YARD SETBACK 10 . 0 ' P R O P . U T I L I T Y EA S E M E N T 292 SY HYDROMULCH 5650 SY HYDROMULCH 56 0 55 9 55 9 55 9 56 1 56 2 56 0 559 56 1 56 2 5 6 2 570 568 569 5 7 1 572 INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION N0 0 ° 3 1 ' 1 5 " W 18 2 0 . 6 8 N00°32'56"W 939.60 N89°52'32"E 732.56 5 6 3 PROP. RETAINING WALL 40 . 0 ' P R O P . AC C E S S EA S E M E N T EROSION CONTROL PLAN (SHEET 1 OF 2) 39 Ju l y 1 0 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - E R O S I O N P L A N - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 SF LOC THIS IS NOT A STORM WATER POLLUTION PREVENTION PLAN. THE CONTRACTOR MUST PREPARE ALL RELEVANT DOCUMENTS INCLUDING HIS OPERATION SPECIFIC INFORMATION PER THE TCEQ TPDES PERMIT NO.TXR150000, INCLUDING ALL DOCUMENTATION & CERTIFICATIONS AS REQUIRED BY THE PERMIT. MATCHLINE (SEE SHEET 40) N 00 30'60' GRAPHIC SCALE - 1"=30' SHEET 2 OF 2 KEY MAP SHEET 1 OF 2 EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 1 2 ' ' W T R EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 3 ' ' S D EX 3 6 ' ' S D EX 3 6 ' ' S D 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S CO6'' SS 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12 ' ' W T R 12'' WTR 12'' WTR 12'' WTR 12 ' ' W T R 12 ' ' W T R 8'' SS 8'' SS 8'' SS8'' SS 8'' SS EU L E S S - G R A P E V I N E R D (V A R I A B L E W I D T H R O W ) 55 8 55 9 55 8 55 9 56 0 55 9 56 1 56 2 56 3 561 562 563 56 0 556 55 7 558 559 56 156 2 562 563 563 5 6 2 5 6 3 5 6 4 56 2 56 3 56 3 555 560 551 552 553 554 556 557 558 559 561 562 563 555 553 554 556 557 55 8 555 56 0 55 1 55 2 553 554 556 557 558 55 9 56 1 56 2 SF SF SF SF SF SF SF SF SFSFSF SFSF SF SF SF S F S F S F SF S F SF SF SF EX. 12" WATER LINE EX. 36" STORM DRAIN PROP. STORM DRAIN PROP. FIRE HYDRANT PROP. RETAINING WALL PROP. 48" STORM DRAIN OUTFALL WATERS OF THE U.S. PROPOSED RETAINING WALL EX. 10.0' WATER EASEMENT VARIABLE WIDTH ROW 30.0' YARD SETBACK 1688 SY HYDROMULCH 529 SY HYDROMULCH 1250 SY HYDROMULCH 1603 SY HYDROMULCH 231 SY HYDROMULCH 555 560 554 556 557 558 559 561 545 541 542 543544 546 547 54 554 4 54 6 55 0 5 4 8 54 9 55 1 54 6 54 7 INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION CONSTRUCTION ENTRACE CONCRETE WASHOUT AREA N00°32'56"W 939.60 30.0' YARD SETBACK EROSION CONTROL PLAN (SHEET 2 OF 2) 40 Ju l y 1 0 , 2 0 2 3 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - E R O S I O N P L A N - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 THIS IS NOT A STORM WATER POLLUTION PREVENTION PLAN. THE CONTRACTOR MUST PREPARE ALL RELEVANT DOCUMENTS INCLUDING HIS OPERATION SPECIFIC INFORMATION PER THE TCEQ TPDES PERMIT NO.TXR150000, INCLUDING ALL DOCUMENTATION & CERTIFICATIONS AS REQUIRED BY THE PERMIT.SHEET 1 OF 2 KEY MAP N 00 30'60' GRAPHIC SCALE - 1"=30' MATCHLINE (SEE SHEET 39) SHEET 2 OF 2 SF LOC 41 MISCELLANEOUS SITE DETAILS No v e m b e r 2 2 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - D E T A I L S - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 RAISED PAVEMENT AT TRUCK DOCK RESERVED PARKING 1' - 6 " 3' - 0 " 2" 5' - 0 " 1'-0" VIOLATORS ARE SUBJECT GALVANIZED SHEET METAL SIGN COLORS: LETTERS AND BORDER-GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND-WHITE NOMINAL 2" (2.375 ACTUAL) DIAMETER GALVANIZED STEEL PIPE 1'-0" DIAMETER CONCRETE PIER NOTE: HANDICAPPED PARKING SIGN DETAILS R7-8 OR R7-8A SIGN REFERENCE GRID NOT TO BE PAINTED 1' - 0 " ELEVATION SECTION #4 REINFORCING BAR 5'-9" LONG (TYP.) CONCRETE (TYP.) TOP OF PAVEMENT #4 REINFORCING BAR VERTICAL DOWEL 6" 3"1'-0"1"1'-0" 6'-0" 1" MAX. 2" 8" HANDICAP PARKING PAVEMENT MARKING 5" PAVEMENT EPOXY ADHESIVE 1" NOTES: #4 REINFORCING BAR PRECAST CONCRETE WHEELSTOP 5" PAVE. 1. SIGN TO BE PLACED AT END OF EACH PARKING SPACE AND CENTERED AT LEAST 1' BEHIND BACK OF SIDEWALK 2. ALL SIGNS AND MARKINGS SHALL BE IN ACCORDANCE WITH T.M.U.C.D. LATEST REVISION N.T.S. N.T.S. (N.T.S.) BACKGROUND TO BE PAINTED BLUE 1. PROVIDE ONE PRECAST WHEEL STOP PER ADA PARKING SPACE AS INDICATED ON THIS SHEET 2. WHEEL STOP SHALL BE ATTACHED SECURELY TO THE CONCRETE PAVEMENT W/ EPOXY ADHESIVE AND DOWELS AS INDICATED. SHADED AREA TO BE PAINTED WHITE 2" 2" 2" 3" 4"17" 17" 20" 18" 15 3/4" 11"9" 21"18"14"15" 13" 10" 24" 3"R 9"R 12"R 48" PAVEMENT MARKING N.T.S.TO A FINE AND / OR TOWING 6" 3'-0" M I N . 9'- 0 " M I N . 9'- 0 " M I N . 9'- 0 " M I N . PAINTED STRIPING, 4" WIDE STRIPING EACH AT 45 DEGREES 12" SPACING BETWEEN STRIPES 1: 1 2 S L O P E ( T Y P ) 1:12 S L O P E (TY P ) NOTES: TYPICAL H.C. PARKING ISOMETRIC 1 4" DEEP X 3 4" WIDE SAWCUT GROOVES @ 2" O.C. REFER TO "HANDICAP PARKING PAVEMENT MARKING" THIS SHEET FOR PAINTED SYMBOL REFER TO "HANDICAP PARKING SIGN" DETAILS THIS SHEET FOR SIGNAGE N.T.S. VAN ACCESSABLE REQUIRED WHERE INDICATED ON PLANS. REFER TO DIMENSION CONTROL PLAN FOR EXACT CONFIGURATION. PARKING STALLS AND ACCESS AISLE SURFACE SLOPES SHALL NOT EXCEED 2% (50:1) IN ALL DIRECTIONS. THE CROSS SLOPE OF THE CURB RAMPS AND THE LANDINGS SHALL NOT EXCEED 2% (50:1) . N O P A R K I N G PAINTED "NO PARKING", ALL CAPITAL LETTERS, 12" HEIGHT AND AT LEAST 2" WIDE IF THE RAMP WIDTH IS LESS THAN 5'-0", THE LANDING SIZE AT ANY CHANGE IN DIRECTION SHALL BE 5'-0" X 5'-0" MIN. 42 This record drawing is a compilation of sealed engineering drawings for this project modified by information furnished by the contractor. Based on the contractors' information, general inspection provided by the City, and my personal field visits of the project, they are in general conformance of the design plans prepared under my direction and seal. Revisions as directed by the owner/developer or field conditions have been reflected through information furnished under my direction and by the contractor and identified specifically as changes made on these record drawings. Signed, Engineer of Record Signature ___________________________________Date _________________ Printed Name __________________________________Cody R. Hodge, P.E. November 22, 2024 43 This record drawing is a compilation of sealed engineering drawings for this project modified by information furnished by the contractor. Based on the contractors' information, general inspection provided by the City, and my personal field visits of the project, they are in general conformance of the design plans prepared under my direction and seal. Revisions as directed by the owner/developer or field conditions have been reflected through information furnished under my direction and by the contractor and identified specifically as changes made on these record drawings. Signed, Engineer of Record Signature ___________________________________Date _________________ Printed Name __________________________________Cody R. Hodge, P.E. November 22, 2024 44 This record drawing is a compilation of sealed engineering drawings for this project modified by information furnished by the contractor. Based on the contractors' information, general inspection provided by the City, and my personal field visits of the project, they are in general conformance of the design plans prepared under my direction and seal. Revisions as directed by the owner/developer or field conditions have been reflected through information furnished under my direction and by the contractor and identified specifically as changes made on these record drawings. Signed, Engineer of Record Signature ___________________________________Date _________________ Printed Name __________________________________Cody R. Hodge, P.E. November 22, 2024 45 This record drawing is a compilation of sealed engineering drawings for this project modified by information furnished by the contractor. Based on the contractors' information, general inspection provided by the City, and my personal field visits of the project, they are in general conformance of the design plans prepared under my direction and seal. Revisions as directed by the owner/developer or field conditions have been reflected through information furnished under my direction and by the contractor and identified specifically as changes made on these record drawings. Signed, Engineer of Record Signature ___________________________________Date _________________ Printed Name __________________________________Cody R. Hodge, P.E. November 22, 2024 46 This record drawing is a compilation of sealed engineering drawings for this project modified by information furnished by the contractor. Based on the contractors' information, general inspection provided by the City, and my personal field visits of the project, they are in general conformance of the design plans prepared under my direction and seal. Revisions as directed by the owner/developer or field conditions have been reflected through information furnished under my direction and by the contractor and identified specifically as changes made on these record drawings. Signed, Engineer of Record Signature ___________________________________Date _________________ Printed Name __________________________________Cody R. Hodge, P.E. November 22, 2024 46A TRA WASTEWATER DETAILS No v e m b e r 2 2 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - D E T A I L S - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 NOTES: 1.LATERAL TIE-INS MORE THAN 2' ABOVE MANHOLE BENCH SHALL BE INSTALLED AS A DROP CONNECTION. DROP CONNECTIONS SHALL BE EXTERNAL DROP FOR ALL TRA FACILITIES. TIE-IN CONNECTION FLOWABLE FILL INSERTA TEE WATER STOP These details are provided for the convenience of the engineer, for purposes of promoting consistency in format, construction expectations, and streamlining of the Authority’s review process. These details are not expected to be suitable for all projects or conditions. The listing of manufacturers in these details does not constitute an endorsement of the named manufacturers or the rejection of non-listed manufacturers by the Authority. Prior to use of these details, it is the responsibility of the designer to determine whether these details are appropriate for a particular project, to recommend changes deemed necessary, and to advise the Authority of such changes. This note, in its entirety, should be replaced by the engineer’ 2' MAX. 2' MAX. INSERTA TEE (TYP.) 45° WYE 6" MIN. 6" MIN. FLOWABLE FILL 90° BEND 3' MIN. FLOWABLE FILL TOP OF BENCH TOP OF BENCH AS NOTED CRH SR, AL 45244 AS NOTED CRH SR, AL 45244 Issued:02/01/2023 47 This record drawing is a compilation of sealed engineering drawings for this project modified by information furnished by the contractor. Based on the contractors' information, general inspection provided by the City, and my personal field visits of the project, they are in general conformance of the design plans prepared under my direction and seal. Revisions as directed by the owner/developer or field conditions have been reflected through information furnished under my direction and by the contractor and identified specifically as changes made on these record drawings. Signed, Engineer of Record Signature ___________________________________Date _________________ Printed Name __________________________________Cody R. Hodge, P.E. November 22, 2024 48 No v e m b e r 2 2 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - D E T A I L S - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 GRATE INLET DETAILS 49 SAFETY END TREATMENT DETAIL (SHEET 1 OF 2) No v e m b e r 2 2 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - D E T A I L S - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 50 SAFETY END TREATMENT DETAIL (SHEET 2 OF 2) No v e m b e r 2 2 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - D E T A I L S - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 51 This record drawing is a compilation of sealed engineering drawings for this project modified by information furnished by the contractor. Based on the contractors' information, general inspection provided by the City, and my personal field visits of the project, they are in general conformance of the design plans prepared under my direction and seal. Revisions as directed by the owner/developer or field conditions have been reflected through information furnished under my direction and by the contractor and identified specifically as changes made on these record drawings. Signed, Engineer of Record Signature ___________________________________Date _________________ Printed Name __________________________________Cody R. Hodge, P.E. November 22, 2024 52 This record drawing is a compilation of sealed engineering drawings for this project modified by information furnished by the contractor. Based on the contractors' information, general inspection provided by the City, and my personal field visits of the project, they are in general conformance of the design plans prepared under my direction and seal. Revisions as directed by the owner/developer or field conditions have been reflected through information furnished under my direction and by the contractor and identified specifically as changes made on these record drawings. Signed, Engineer of Record Signature ___________________________________Date _________________ Printed Name __________________________________Cody R. Hodge, P.E. November 22, 2024 53 PRECAST JUNCTION BOX No v e m b e r 2 2 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - D E T A I L S - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 54 INLET ADJUSTMENT No v e m b e r 2 2 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - D E T A I L S - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 55 This record drawing is a compilation of sealed engineering drawings for this project modified by information furnished by the contractor. Based on the contractors' information, general inspection provided by the City, and my personal field visits of the project, they are in general conformance of the design plans prepared under my direction and seal. Revisions as directed by the owner/developer or field conditions have been reflected through information furnished under my direction and by the contractor and identified specifically as changes made on these record drawings. Signed, Engineer of Record Signature ___________________________________Date _________________ Printed Name __________________________________Cody R. Hodge, P.E. November 22, 2024 56 DESIGN DATA FOR PRECAST BASE AND JUNCTION BOX No v e m b e r 2 2 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - D E T A I L S - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 57 This record drawing is a compilation of sealed engineering drawings for this project modified by information furnished by the contractor. Based on the contractors' information, general inspection provided by the City, and my personal field visits of the project, they are in general conformance of the design plans prepared under my direction and seal. Revisions as directed by the owner/developer or field conditions have been reflected through information furnished under my direction and by the contractor and identified specifically as changes made on these record drawings. Signed, Engineer of Record Signature ___________________________________Date _________________ Printed Name __________________________________Cody R. Hodge, P.E. November 22, 2024 58 This record drawing is a compilation of sealed engineering drawings for this project modified by information furnished by the contractor. Based on the contractors' information, general inspection provided by the City, and my personal field visits of the project, they are in general conformance of the design plans prepared under my direction and seal. Revisions as directed by the owner/developer or field conditions have been reflected through information furnished under my direction and by the contractor and identified specifically as changes made on these record drawings. Signed, Engineer of Record Signature ___________________________________Date _________________ Printed Name __________________________________Cody R. Hodge, P.E. November 22, 2024 59 This record drawing is a compilation of sealed engineering drawings for this project modified by information furnished by the contractor. Based on the contractors' information, general inspection provided by the City, and my personal field visits of the project, they are in general conformance of the design plans prepared under my direction and seal. Revisions as directed by the owner/developer or field conditions have been reflected through information furnished under my direction and by the contractor and identified specifically as changes made on these record drawings. Signed, Engineer of Record Signature ___________________________________Date _________________ Printed Name __________________________________Cody R. Hodge, P.E. November 22, 2024 60 GUARDRAIL DETAILS (SHEET 1 OF 3) No v e m b e r 2 2 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - D E T A I L S - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 61 GUARDRAIL DETAILS (SHEET 2 OF 3) No v e m b e r 2 2 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - D E T A I L S - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 62 GUARDRAIL DETAILS (SHEET 3 OF 3) No v e m b e r 2 2 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - D E T A I L S - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 63 BARRICADE DETAILS No v e m b e r 2 2 , 2 0 2 4 Sheet Number Sheet Title Scale:AS NOTED CRHChecked By: Drawn By:SR, AL 45244 Issued: Project No.: Re v i s i o n No . Da t e De s c r i p t i o n PR O J E C T S W A N S O N I N D U S T R I A L P A R K GR A P E V I N E , T E X A S A: \ 4 5 0 0 0 S \ 4 5 2 4 4 \ 0 0 1 \ C A D D \ S H E E T S F T W \ C E - D E T A I L S - 4 5 2 4 4 . D W G Th i s r e c o r d d r a w i n g i s a c o m p i l a t i o n o f s e a l e d e n g i n e e r i n g d r a w i n g s f o r t h i s p r o j e c t mo d i f i e d b y i n f o r m a t i o n f u r n i s h e d b y t h e c o n t r a c t o r . B a s e d o n t h e c o n t r a c t o r s ' in f o r m a t i o n , g e n e r a l i n s p e c t i o n p r o v i d e d b y t h e C i t y , a n d m y p e r s o n a l f i e l d v i s i t s o f th e p r o j e c t , t h e y a r e i n g e n e r a l c o n f o r m a n c e o f t h e d e s i g n p l a n s p r e p a r e d u n d e r m y di r e c t i o n a n d s e a l . R e v i s i o n s a s d i r e c t e d b y t h e o w n e r / d e v e l o p e r o r f i e l d c o n d i t i o n s ha v e b e e n r e f l e c t e d t h r o u g h i n f o r m a t i o n f u r n i s h e d u n d e r m y d i r e c t i o n a n d b y t h e co n t r a c t o r a n d i d e n t i f i e d s p e c i f i c a l l y a s c h a n g e s m a d e o n t h e s e r e c o r d d r a w i n g s . Si g n e d , E n g i n e e r o f R e c o r d Si g n a t u r e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr i n t e d N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co d y R . H o d g e , P . E . No v e m b e r 2 2 , 2 0 2 4 11/22/2024 CITY FILE No. X-XXX 26 0 1 M E A C H A M B L V D , S T E 6 0 0 FO R T W O R T H , T E X A S 7 6 1 3 7 TE L . ( 8 1 7 ) 8 4 7 - 1 4 2 2 64 This record drawing is a compilation of sealed engineering drawings for this project modified by information furnished by the contractor. Based on the contractors' information, general inspection provided by the City, and my personal field visits of the project, they are in general conformance of the design plans prepared under my direction and seal. Revisions as directed by the owner/developer or field conditions have been reflected through information furnished under my direction and by the contractor and identified specifically as changes made on these record drawings. Signed, Engineer of Record Signature ___________________________________Date _________________ Printed Name __________________________________Cody R. Hodge, P.E. November 22, 2024