HomeMy WebLinkAboutHAWTHORNE AT FAIRMONT SITE PLANJune 2216th
This Drawing has been reviewed and found to be:
in compliance not in compliance (see markups) -> RESUBMIT
Approval of these plans does not relieve the contractor of responsibility of ensuring proper construction per City ordinances. Any deviation from approved plans must be submitted to the City for review and approval prior to construction.
Date: ________________ By: 7/28/2022
X
FAIRMONT PARKWAY"H" STREET (A.K.A. CANIFF ROAD)CANADA ROADTP24.0023.5TC23.20G22.70TG22.30TG22.25TP23.50TP23.75TP23.50TP23.50TC22.80G22.30TC23.30G22.70TG22.20TP22.50TG22.20TC23.10G22.60TC23.00G22.50FG23.5FG23.5TG22.00TC22.55G22.05TG22.00TC22.55G22.05TP22.50±METP22.60±METC23.80G23.30TC23.80G23.30TG22.70TC23.40G22.90TC23.20G22.70TC23.40G22.90TC23.80G23.30TC23.80G23.30TC23.10G22.60TC23.30G22.80TC23.00G22.50TC22.80G22.30TC23.00G22.50TC22.80G22.30TC22.60G22.10TC23.40G22.90TC23.20G22.70TC23.50G23.00TC23.00G22.50TC23.00G22.50TP23.50TC23.25G22.75TP23.25TP23.50TC23.30G22.70TP22.50TC22.50G22.00TP22.70TP22.80TC23.10G22.60TP22.30TP22.85TC23.50G23.00TC23.15G22.65TC23.25G22.75TP23.10TP23.00TP22.40TC23.20G22.70TC23.20G22.70TC23.30G22.80TG22.00TC22.80G22.30TC22.80G22.30MEPTC21.75±G21.25±TP22.00±METP22.05±METP22.00±METC22.70G22.20TC23.15G22.65TP22.35±METP22.30±METP21.55±METC22.90G22.40TP22.40TC23.05G22.55TC23.05G22.55TC23.25G22.75TP22.25TP22.50TP22.80TC23.50G23.00TC23.05G22.55TC23.25G22.75TG22.05TC22.90G22.40TC23.10G22.60TC23.40G22.90TC23.40G22.90TP22.60TC23.15G22.65TC23.15G22.65TC22.90G22.40TC23.10G22.60TC22.90G22.40TP22.30TP22.50TC23.20G22.70TP22.20TC22.70G22.20TP22.50TC23.35G22.85TG22.10TC23.35G22.85TP22.40TC23.10G22.60TG22.10TP22.40TC23.10G22.60TP22.40TC23.10G22.60TP22.70TP23.40G22.90TC23.60G23.10TP22.90TC23.60G23.10TP23.30G22.80TP23.50G23.50TG22.20TP23.25G22.75TP23.25G22.75TP22.45TP23.00G22.50TP23.40G22.90TP23.40G22.90TP23.25G22.75TP22.50TC23.50G23.00TC23.40G22.90TC23.00G22.50TP22.60TC23.40G22.90TG22.20TP23.10TP23.10TG23.00TC23.50G23.00TC23.20G22.70TC23.00G22.50TC23.20G22.70TP23.00TC23.90G23.40TC23.70G23.20TC23.70G23.20TC23.60G23.10TC23.70G23.20TC23.60G23.10TC23.40G22.90TC23.50G23.00TC23.40G22.90TC23.40G22.90TC23.20G22.70TC23.40G22.90TC23.60G23.10TC23.30G22.80TC23.00G22.50TP22.60TP22.70TP22.50TC23.10G22.60TP22.50TC23.30G22.80TG22.10TC22.90G22.40TC23.10G22.60TC22.90G22.40TC23.10G22.60TC23.45G22.95TC23.25G22.75TC23.25G22.75TC23.45G22.95TP22.50TP22.70TC23.10G22.60TC23.60G23.10TP22.80TP22.70TP22.75TC23.40G22.90TC23.40G22.90RIM22.40TP22.65TP22.50TP22.40TP22.60TP22.40TP22.80TC23.40G22.90TC23.30G22.70TC23.40G22.90TC23.20G22.70TC23.30G22.70TP22.80TP22.45TC23.00G22.50TC23.30G22.80TC23.00G22.50TC23.30G22.80TC23.10G22.60TP22.30TG22.15TG22.05TG22.10TG22.30TP23.50TG22.00PROPOSED GARAGEPROPOSED PONDHB = 22.00WSE 21.00TOE 8.50TC23.00G22.50TC23.25G22.75TC23.40G22.90TC23.20G22.70TC23.40G22.90TP22.45TC23.20G22.70TC23.00G22.50TP22.50TP22.50TP22.50TC23.00G22.50TC23.10G22.60TC23.30G22.80TP22.40TC23.20G22.70TC23.00G22.50TC23.20G22.70TC23.50G23.00TC23.50G23.00TC23.10G22.60TC23.30G22.80TP22.45TP22.50TC23.30G22.80TP22.50TP22.40TC23.10G22.60TC23.20G22.70TC23.00G22.50TP22.40TP22.70TC22.90G22.40TC22.90G22.40TC23.00G22.50TC22.90G22.40TC23.00G22.50TC23.30G22.80TC23.20G22.70TC23.50G23.00TC23.30G22.80TC23.50G23.00TG22.00TC23.10G22.60TC23.15G22.65TC23.15G22.65TC23.30G22.80TC23.30G22.80TC23.20G22.70TC23.30G22.80TC23.30G22.80TC23.20G22.70TP22.50TG22.00TC23.30G22.80FG23.50TC23.10G22.60TC22.80G22.30TC23.50G23.00TC22.80G22.30TC23.10G22.60TC23.20G22.70TC23.35G22.65TG22.30TC23.10G22.60TC23.40G22.90TP22.60TP22.50TC23.25G22.75TC23.25G22.75TC23.30G22.80TP22.50TC23.00G22.50TC23.10G22.60TP22.50TC23.25G22.75TC23.30G22.80TC23.20G22.70TC23.60G23.10TP23.00TG22.80FG23.50TG22.80TG22.80TG22.80TG22.80TG22.80TG22.80TG22.80TG22.80FG23.50FG23.50FG23.50FG23.50TG22.50TG22.50TG22.50TG22.50TG22.20TC23.30G22.70TP22.50TC23.30G22.70TG22.20TC23.45G22.85TC23.45G22.85TP22.50TG22.45TG22.20TP22.70TP22.90TP22.70TG22.20TP22.45TG22.15TG22.15TP22.90TC23.10G22.60TP22.65TP22.30TC23.30G22.80TP22.30TC23.00G22.50TP22.45TP22.60TP22.80TP22.80TC23.50G23.00TC23.50G23.00TG21.30TC23.30G22.80TP22.40TC23.40G22.90TP22.60TP23.50TP23.50TP23.50TP23.50TP22.60TP22.90TP22.60FG18.50FG18.50FG22.00FG22.00FG21.50FG18.00PROPOSED BUILDINGFF=24.00PROPOSED BUILDINGFF=24.00DET 1.83 ACC30.25 ACC20.25 ACC10.26 ACC40.26 ACB5.10.31 ACB40.26 ACB6.10.09 ACB20.66 ACA20.78 ACA30.18 ACA40.27 ACA50.22 ACA60.24 ACA80.16 ACA70.26 ACA90.34 ACB6.50.48 ACB6.40.34 ACB110.35 ACB90.46 ACB6.30.12 ACD60.21 ACB70.22 ACB80.35 ACB8.20.29 ACD40.28 ACD10.28 ACD30.25 ACD20.25 ACA3.10.17 ACA3.20.08 ACA3.30.20 ACA3.40.02 ACB50.16 ACB30.11 ACB6.20.18 ACF10.16 ACB8.10.10 ACB100.52 ACE10.23 ACDRAINAGE AREA PLANTEXAS REGISTERED ENGINEERING FIRM F-97562500 Tanglewilde, Suite 120Houston, Texas 77063713.789.1900WARD, GETZ & ASSOCIATES, PLLCSHEETSCALEDESIGNDRAWNLA PORTE AT FAIRMONTJLJLC2.0BENCHMARKS:PRIMARY BENCHMARKPUBLISHED ELEVATION - 23.77'TEMPORARY BENCHMARK "A"ELEVATION - 20.52'THIS SUBJECT TRACT LIES WITHIN UNSHADED ZONE "X" AREASDETERMINED TO BE OUTSIDE THE 100-YEAR FLOODPLAIN (1%ANNUAL FLOODPLAIN CHANCE) AS DELINEATED ON THE FLOODINSURANCE MAP FOR HARRIS COUNTY, TEXAS AND INCORPORATEDAREAS, MAP NO. 48201C0940M MAP REVISED JANUARY 6, 2017.THE NEAREST AND HIGHEST CURRENTLY KNOWN AND RELEVANT 1%ANNUAL CHANCE FLOOD ELEVATION APPEARS TO BE 17 FT (NAVD1988, 2001 ADJUSTMENT) IN SPRING GULLY B109-00-00.FLOOD PLAIN NOTE:PROJECT BENCHMARK IS FLOODPLAIN REFERENCE MARK NO. 020220,BEING AN HCFCD ALUMINIUM DISC STAMPED "B 109 BM 02" ONBRIDGE AT EASTBOUND FAIRMONT PARKWAY AND SPRING GULLYLOCATED ON CONCRETE WALK, ON DOWNSTREAM SIDE OF BRIDGEIN KEYMAP 579E IN THE ARMAND BAYOU WATERSHED NEARSTREAM B109-00-00. ELEV-23.77' NAVD 1988, 2001 ADJUSTEDTEMPORARY BENCHMARK "A" IS A BOX CUT IN A "C" TYPE INLETLOCATED ON THE EAST SIDE OF THE NORTHBOUND LANES OFCANADA STREET APPROXIMATELY 75' NORTH OF THE CITY OF LAPORTE LIFT STATION NO. 29., APPROXIMATELY 128' NORTHEAST OFTHE NORTHEAST CORNER OF THE SUBJECT PROPERTY. ELEV = 20.52'TEMPORARY BENCHMARK "B"ELEVATION - 24.28'TEMPORARY BENCHMARK "B" IS A BOX CUT ON THE CONCRETE BASEOF A TRAFFIC SIGNAL POLE LOCATED ON THE NORTHWEST CORNEROF THE INTERSECTION OF FAIRMONT PARKWAY AND CANADA STREET,APPROXIMATELY 44 SOUTH OF THE SOUTHEAST CORNER OF THESUBJECT PROPERTY AND APPROXIMATELY 9' NORTH OF THE EDGE OFPAVEMENT. ELEV = 24.28'DRAINAGE AREAAREA IN ACRESA1.52 ACDRAINAGE BOUNDARY2-YEAR SHEET FLOW100-YEAR SHEET FLOW100DRAINAGE AREA MAP LEGEND:OFF-SITE SHEET FLOW1"=50'STORMWATER DETENTION VOLUME DETERMINATIONDETENTION RATIODETENTION STORAGE REQUIREDACRE - FEET/ ACREACRE - FEETACRESTOTAL SITE AREA12.61DETENTION STORAGE PROVIDEDACRE - FEET0.9011.3711.42SITE PLAN SUBMITTAL09-02-2021114499TYLER RAYPROFESSOALNGI
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EERE S
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ATEOFTEXASNLICENSEDI7/27/22SITE PLAN SUBMITTAL 210-15-2021PROP. LIFTSTATION(BY OTHERS)12"=7.284"=19.004"FMPROP. JBTG 21.5024"=17.754"=19.0024"=17.7024"=17.78PROP. 42" STM.48 LF @ 0.08%48"=15.18TY. "A" INL.TG 21.5042"=15.22PROP. 24" STM.92 LF @ 0.18%24"=16.54PROP. GRASS LINESWALE @ 0.01%PROP. 12" STM.
33 LF @ 0.44%PROP. 24" STM.19 LF @ 0.18%PROP. 24" STM. 26 LF@ 0.18%SITE PLAN SUBMITTAL 312-14-2021REF. HAWTHORNE AT FAIRMONT REPORT DATED 01/24/2022FOR DETENTION CALCULATIONSSITE PLAN SUBMITTAL 402-09-2022PROP.EARTHENEXTREME EVENTOVERFLOW12"=7.43EXISTING 12" STORMLIFT STATION RELEASE RATE07/27/2022SITE PLAN SUBMITTAL 507-27-2022This Permit has been reviewed and found to be: in compliance not in compliance (see markups) -> RESUBMIT Approval of these plans does not relieve the contractor of responsibility of ensuring proper construction per City ordinances. Any deviation from approved plans must be submitted to the City for review and approval prior to construction. Date: ________________ By: