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6617d11 6617311 COVdS CVld CCI7X.1 CLVdU G6Vdj •b1.1-9( <br />nwrA nn\ 4.99\ FPI In -Q -c-(11 \ 4.990.PAII nwr. <br />N. <br />Q.> <br />1 <br />c <br />"vi/LA1/4 <br />PARKWOOD SUBDIVISION <br />• <br />1111 <br />ci <br />amm ^ <br />/ <br />//SILT FENCE <br />2' FROM <br />( 1 <br />// <br />B <br />1.25 <br />it et <br />2 <br />C5 <br />JILT FENCE <br />12' FROM IE <br />FF=46.65 <br />SILT FENCE <br />2' FROM R. <br />SIDEWALK <br />CHASE <br />1\ <br />) <br />—s.Af‘-••. <br />t <br />— - <br />„..,„„„.„„.,.„.„„..„,...„..„,„.,....., <br />CH,4RL6' & ASSOCIATE'S, INC <br />Consulting Engineers <br />1711 15th St, Suite 200 <br />Boulder, Colorado 80302 <br />voice: 447-0090 <br />fax (30)447-9141 <br />email: ckassooguswest net <br />DESIGNED BY: CRK <br />DRAWN BY,: ACS <br />CHECKED BY: CRK <br />\\G <br />CONNECT PATH <br />TO ACCESS ROAD <br />/ / <br />/ <br />W. 4RUCE S <br />SPRUCE LANE SUBDIVISION <br />SCALE: 1 "= 40' <br />DATE: 7/18/01 <br />DRAWING NAME: 422GRAD <br />No. DATE - REVISIONS <br />1 9/5/01 - City Comments <br />2 <br />BY No. DATE - REVISIONS <br />4 <br />5 <br />6 <br />BY <br />2 <br />FISCHER FARMS <br />LOUISVILLE, COLORADO <br />F- 3 It 3C (3 <br />PROPERTY LINE <br />BASIN BOUNDRY <br />EXISTING CONTOURS <br />PROPOSED CONTOURS <br />SILT FENCE <br />EXISTING STORM SEWER <br />STORM SEWER <br />PROPOSED BASINS <br />DESIGN POINT <br />DIRECTION OF FLOW <br />TYPE R INLET <br />GRATED INLET <br />MANHOLE <br />FLARED END SECTION <br />STRAW/HAYBALE <br />LEGEND <br />328_0 <br />f-‘ <br />81 <br />40911.10 0.15,60 4960. ViteT103 NM. 0.6.116 ON. 426921Z CRAM> 4311411¢. <br />POND DATA <br />Detention Volumes <br />POND V100REQ V100PR0 <br />I A 28,138 14,738 9,099 —39.5 38.75 9.5 1.84 <br />ST <br />BASIN AREA <br />(ACRES) <br />Water Surfaces Release Rates <br />viorp8 WS100 WS10 Q100 Q10 <br />RUNOFF DATA <br />Basin Design <br />Boundry Point <br />A 1 <br />B 2 <br />o 3 <br />D 4 <br />E 5 <br />F 6 <br />01 <br />02 <br />03 <br />Qioo <br />(cfs) <br />2.0 <br />5.7 <br />7.3 <br />8.7 <br />1.5 <br />6.3 <br />1.6 <br />2.2 <br />1.6 <br />NOTES <br />1. This plan is for City review only. <br />2. See Master Utility Plan for storm sewer design data. <br />SCALE: 1" = 40' <br />15 1 <br />40 20 0 20 40 <br />FINAL PUD GRADING, <br />DRAINAGE & EROSION CONTROL PLAN <br />80 <br />SHEET <br />5 OF 7 <br />JOB NUMBER: 00-422 <br />dVgLOLGEWON AB d308038 <br />NOI1V1:10d800 010H NV1d <br />VIN1:10d11V3 '3NIA81 <br />ONI/VWEIO <br />8V9L0 8381AW1N A8 8308038 <br />Hvgto 83ennN AEI 8308038 <br />NOLIV80d1:100 0101-1 NV1d <br />VINEI0d11V0 31\11AI:11 <br />NOI1V80d800 010H NV1d <br />VIN80111V0 3N1A1:11 <br />beE3LAII1N ONIAAVEla <br />E138V4flN ONIMVUO <br />POSITION FOSE OF PRINT ON THIS LINE • <br />8VGL0 838010N A8 8308038 <br />-1, <br />cn <br />- n <br />cn <br />r 0 <br />0I <br />- rn <br />w <br />am•L -n <br />w <br />0 <br />C)c <br />ri co <br />IV CI <br />0 <br />0 — <br />"6 <br />