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U- <br />0 <br />Q <br />0 <br />Q <br />U <br />w <br />z <br />cc <br />DRAWING NUMBER <br />DRAWING NUMBER <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />• <br />POSITION EDGE OF PRINT ON THIS LINE <br />Cs <br />DRAWING NUMBER <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />0 <br />0 <br />C, <br />0 <br />0 <br />.�.wa....-.. <br />A <br />B <br />C <br />D <br />BASIN RUNOFF SUMMARY <br />TOTAL AREA WEIGHTED COEFFICIENTS INTENSITY (IN/HR) PEAK FLOW (CFS) <br />(AC) C5 C100 /5 1100 05 0100 <br />2.17 <br />1.96 <br />1.10 <br />0.42 <br />0.88 <br />0.88 <br />0.20 <br />0.88 <br />0.93 <br />0.93 <br />0.60 <br />0.93 <br />N <br />N <br />N <br />N <br />4.00 <br />4.00 <br />4.20 <br />4.85 <br />ti <br />/ <br />• <br />Nam <br />/ <br />Z80 <br />Z80 <br />8.30 <br />9.50 <br />7.64 15.74 <br />6.90 14.22 <br />0.92 5.48 <br />1.79 3.71 <br />N <br />N <br />`- <br />■ <br />�\ •\ \\\\\\NN. <br />----- - <br />._- <br />N <br />\\ ~'ti \ r "' \ \ 4 \ \ `_._-_� <br />• .` "`' \ N\\\\ <br />\ \ \ \ \�\ \ <br />\ \N \ 'N\ <br />\` • _y \N\N •\ \ \• N 'N <br />\ \ \ �\ <br />\ \ \ \\ \ \ <br />NN <br />N \ <br />\ <br />VERTICAL SPILL <br />CURB & GUTTER <br />® <br />'Ns, 4000 <br />• <br />// // %' /' // /6' / �♦ /I / l/. <br />N N. �. <br />/ / / / / / / / / / <br />„�..m..... +. <br />N NN \ �' �` <br />/ <br />2 / <br />N <br />N <br />N <br />N. <br />�. ✓ j r Il // II // !/ // I/ d/ /'"�'/,, --- -, .s...* <br />....N.% .....% <br />\ <br />"".. ---.72 <br />// / <br />/ / h� N. <br />/ ! _ -- 536 3 N `;60 <br />�/ // // / 410" // / // /41 <br />// // /'' \\ N. �536j • ..� <br />/ /// 1 / I 1 r / / ` 536?. \ �' `� N <br />/ / / / / / / / N., <br />--, <br />"~5356- , - �~ <br />_5357 <br />V <br />OFFSITE <br />s <br />x <br />N <br />V100 <br />Q100 REL <br />V10 <br />Q10 REL <br />QWO <br />DE TEN TION VOLUME <br />- 0.78 A.F. (ELEV= 5352.3) <br />- 6.2 cfs <br />- 0.46 A.F. (ELEV= 5350.8) <br />= 1.5 cfs <br />= 0.21 A. F (ELEV= 5349.0) <br />= 0.11 cfs <br />5362 <br />•• <br />/ r <br />/ // / <br />// / <br />5360 <br />/ <br />l� <br />7 <br />FL ELEV =5358.0 <br />N <br />1.96 <br />acres <br />/ <br />�/ <br />/ .# / <br />2 <br />,5-6 / h�6/ /•./ / / <br />/ //// / <br />/// /! <br />„61 <br />wore <br />TRASH & ELECTRICAL <br />LOT 12 <br />• <br />i <br />/ <br />5364-' <br />5363- <br />/ ^. <br />3 <br />FL ELEV =5358.30 - <br />5 <br />"--TRICKLE CHANT' EL <br />VERTICAL SPILL <br />CURB & GUTTER <br />5358 <br />VERTICAL CATCH <br />CURB & GUTTER <br />1.10 <br />acres <br />5- <br />5 <br />--- - 5' PNLET <br />y •5355 -�-FL=5356.50TYERI.,- <br />�'�•..,�_�FL IN=5356.25 <br />-' 'INV. OUT=5349.00 <br />��--� SC -1 <br />--INV. = 5348.50 <br />INV = 5348.00 <br />2' <br />TRICKLE CHANNEL DETAIL <br />(Not To Scale) <br />VERTICAL <br />CURB & GUTTER <br />1/2' <br />MEDIAN <br />CURB & GUTTER}' <br />.� �-6 <br />/ WETLAND BOTTOM/ <br />POND BOTTOM =5346.9/ <br />PERMANENT POOL <br />TOP OF BANK <br />5353.0/ <br />1 1/2'-- <br />2'-0' <br />1 1/2'R. <br />2' , <br />1 1/2' --- -- <br />1'-0' -- <br />1 1/2'R.-- - <br />1 1/2'R. \ / <br />TYPICAL 1 <br />CURB & GUTTER <br />AT DRIVEWAY -T- <br />NOTE' <br />2-0' <br />1 1/2'R. <br />-- 4 1/2' <br />r 6' <br />} <br />10' TYPE R INLET <br />.- FL=5351.33 <br />FL /N=5351.08 <br />INV. OUT=5x348.10 <br />r1 1/2' <br />1. AT THE LOW POINT(S) OF EACH MEDIAN, A 1'x4' BOARD SHALL BE USED TO <br />FORM A SLOT IN THE MEDIAN C. & G. THROUGH WHICH DRAINAGE CAN SEEP. <br />DATE BY REVISIONS ISCITY <br />BY: DATE <br />CITY ❑F LOUISVILLE M.L. JAN. 94 <br />ENGINEERING DEPARTMENT APPROVED DATE <br />BY1D,B, JAN. 94 <br />STREET CURB & GUTTER SHEET_6 _OF_$Q_ <br />STR9 <br />-- 535 <br />TOP OF BANK <br />5353.20 <br />r <br />2 <br />/ 10' TYPE R INLET <br />/ FL=5352 50 <br />FL IN=5352.25 <br />/ INV. OUT=5348.70 <br />20' ACCESS <br />EASEMENT <br />10' DRAINAGE & <br />/ U7ILITY EASEMENT <br />TOP OF BANK <br />5353.20 'C <br />r <br />-/--�-=----__-.--- <br />`5352 <br />• N. <br />• <br />LOT 15 <br />5354 <br />,53 <br />5351- - '•••••, N <br />5352 <br />i ` <br />5350 - ...• <br />-5349- <br />53_48 <br />N <br />N <br />-5358 -- <br />N <br />5359-- -- <br />N <br />i <br />LEGEND <br />• <br />1 <br />G•SIND• <br />MINIM ••MINIM, <br />OMNI • MINIUM <br />Manhole <br />Existing Manhole <br />5' Type 'R' Inlet <br />10' Type 'R' Inlet <br />15' Type 'R' Inlet <br />Flared End Section <br />Storm Pipe <br />Existing Storm Pipe <br />Existing Contours <br />Proposed Contours <br />Master Basin <br />Boundary <br />Basin Boundary <br />Water Surface <br />Elevation <br />Flow Arrow <br />IS -281 Structure Number <br />Basin Designation <br />NOTE: ALL INLETS ARE 5' TYPE 'R' UNLESS <br />OTHERWISE NOTED. <br />R``�-EXISTING <br />} 18" RCP <br />5353. 0 <br />GRATE <br />/ <br />/ <br />/ / <br />/ / <br />/ / <br />18" RCP <br />RESTRICTIVE <br />PLATE <br />VIEWA <br />V 100 YEAR WATER SURFACE V <br />V 10 YEAR WATER SURFACE V <br />STEEL <br />V PERMANENT POOL <br />r--01 - POND BOTTOM <br />GRATE <br />YEAR RELEASE <br />• <br />18" RCP <br />POND OUTFALL STRUCTURE <br />N <br />FRONT VIEW <br />RESTRICTIVE <br />PLATE (BOLTED) <br />WQCV RELEASE <br />100 YEAR RELEASE <br />(18" RCP) <br />2" PERMANENT <br />POOL DRAIN <br />30 <br />GRAPHIC SC ALE <br />0 15 30 <br />60 <br />( IN FEET ) <br />1 inch = 30 ft. <br />001 <br />Raft <br />5353. 0 <br />POND OVERFLOW DETAIL <br />(Not To Scale) <br />120 <br />Colorado Technological Center <br />COHERENT TECHNOLOGY <br />P.U.D. DRAINAGE PLAN <br />vERT. N/A <br />DESIGN/APPR. JJ <br />DRAWN BY KD <br />DATE 6/7/00 <br />FILE G: \22881\881-MD2 <br />HURST & ASSOCIATES, INC <br />CONSULTING ENGINEERS <br />4999 Pearl East Circle, Suite 106 <br />Boulder, Colorado 80301 (303) 449-9105 <br />SHEET 7 OF 12 <br />