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PRIVATE 8' CRUSHER
<br />FINE TRAIL CONN
<br />CURB HEAD
<br />DRAINAGE OPENINGS
<br />NOTED AS "CC" TYP
<br />SIDE PER CONSTRUCTION
<br />DRAWINGS
<br />MATCH EX TRAIL GRADE
<br />PRIVATE MEANDERING 8'
<br />CRUSHER FINE TRAIL
<br />PRr OPERn. LINE
<br />Aanc
<br />PRIVATE MEANDERING 8'
<br />CONC BIKE TRAIL / PED WALK
<br />\\_
<br />a COMO I+I rWr 42•
<br />PAIED
<br />............,, \. ......_,.. .ter.... ' . ....__ ___ _,..,_. ...... .. \ ...._,,,
<br />\\\ OlJ1LOT E
<br />PROPOSED GRADING,._ON___CIIY . PROPERLY ,UD ,.. .
<br />MODIFIED...FROM_-APPRVED ..P
<br />•
<br />22.
<br />h. \
<br />•
<br />MOD
<br />OOP
<br />PROP= LINE
<br />N
<br />7
<br />5365
<br />0111.
<br />I„,,
<br />I..'
<br />” EMPLOYEE. BREAK
<br />AREA ,&` SCENIC
<br />OVERLOOK
<br />8' CRUSHER FINE 'TRAIL
<br />IN.`12' EASAEMENT
<br />SWALE
<br />(PHASE 2 EXPANSION)
<br />FUTURE BIO–SWALE
<br />(PHASE 2 EXPANSION)
<br />FUTURE PARKING LOT
<br />v.=
<br />2
<br />�p
<br />w
<br />a
<br />0
<br />a�
<br />BUILDING' FOOTPRINT
<br />(PHASE XPANSION)
<br />TRASH AR
<br />BUILDING FOOTPRINT
<br />..................�. 5:5'...WAK
<br />SWALE
<br />w
<br />z
<br />•
<br />INFILTRATION BASIN 3
<br />w
<br />a
<br />a
<br />SOLID UNDERDRAIN
<br />(SOLID IlR)_.
<br />. 5.357
<br />8'x8' TIMBER ........
<br />BRIDGE
<br />•
<br />4.14(k
<br />0, *iv, .4,:i0.4„
<br />4.1
<br />Awa ......••••••---
<br />„,,,,,,,,,,,,,
<br />GNU ...
<br />INFILTRATION BASIN 4
<br />EXIST -CONTOUR
<br />10' PARKING SETBACK
<br />PROP .CONTOUR
<br />50' BUILDING ,SETBACK
<br />25' PARI(ING SETBACK
<br />CDOT-'TYPE C OUTLET
<br />STRUCTURE.,FROM POND
<br />18' RCP. PIPE
<br />>'CONN T0, STORM INLET
<br />INFILTRATION
<br />BASIN 9
<br />Qny
<br />SWALE '
<br />DEDICATE PUBLIC
<br />ACCESS ESMT "" ,,,_,
<br />•
<br />12” CMP FES
<br />5.'
<br />12" PVC STORM
<br />uN 24' DRIVECUT \\
<br />24" DRAIN BASIN
<br />(60 ROW)
<br />12" CMP FES
<br />' DRAIN, BASIN
<br />\ 12" `CMP FES \
<br />- -
<br />, 24" ,DRAIN BASIN
<br />12".CMP FES
<br />12" PVC/STORM
<br />7,"
<br />24'V DRIVECUT
<br />IMO
<br />WIDEN EX WALK
<br />3FT TO 8' TOTAL WIDTH
<br />(DOWEL CONN TYP)
<br />N":
<br />Rt! WI
<br />WIDEN EX WALK
<br />3FT TO 8' TOTAL WIDTH
<br />(DOWEL CONN TYP)
<br />12" PVC STORM
<br />gl
<br />5341
<br />TRAIL IN EX
<br />ACCESS ESMT
<br />ay
<br />s
<br />7`
<br />''`J .\V
<br />WIDEN EX WALK
<br />3FT TO 8' TOTAL WIDTH
<br />(DOWEL CONN TYP)
<br />DEDICATE POLIO
<br />ACCESS ESMT
<br />\
<br />WIDEN EX WALK \\�\ .,,
<br />3FT TO 8' TOTAL WIDTH ;"
<br />•
<br />10DRAINAGE &
<br />DETENTION POND
<br />C" 3
<br />44;
<br />°`
<br />▪ —
<br />11W
<br />BOX
<br />RE: PUD 1
<br />UTILITY EASEMENT
<br />MH
<br />NOTES:
<br />1) ONSITE STORM SEWER SHALL BE SDR 35 PVC AND SHALL BE PRIVATELY
<br />MAINTAINED
<br />2) INFILTRATION BASINS SHALL HAVE 24" DEPTH OF RAIN GARDEN SOIL
<br />INSTALLED
<br />3) INFILTRATION BASINS WITH PERCOLATION RATES OF 30MIN PER INCH OF
<br />WATER DRAWDOWN SHALL HAVE A 6" DIAMETER SOCK WRAPPED
<br />PERFORATED SCH 80 UNDERDRAIN DISCHARGING INTO DOWNSTREAM
<br />BASINS AS SHOWN.
<br />4) NO GRADES ONSITE SHALL EXCEED 4H:1V
<br />5) MAX SIDEWALK / TRAIL LONGITUDINAL SLOPE = 5.0%
<br />MAX SIDEWALK / TRAIL CROSS SLOPE = 2.0%
<br />6) MAX ADA LONGITUDINAL SLOPE = 5.0%
<br />MAX ADA CROSS SLOPE = 2.0%
<br />MAX ADA LANDING CROSS SLOPE = 2.0% (ANY DIRECTION)
<br />0' 20' 40' 80'
<br />Buro Happold
<br />Buro Happold Consulting Engineers, Inc
<br />9601 Jefferson Blvd - Suite B
<br />Culver City
<br />CA 90232
<br />zG -opmems
<br />r"w"w
<br />:awn. WNW: i6' A;K:A ARG1 £Ttcr$ L
<br />A C e'7
<br />Consultants
<br />ARCHITECT:
<br />ZGF ARCHITECTS LLP
<br />1223 SW WASHINGTON ST.
<br />SUITE 200 PORTLAND, OR 97205
<br />T 503-224-3860
<br />ARCHITECT:
<br />ARCH 11
<br />3100 CARBON PLACE #100
<br />BOULDER, CO 80301
<br />T 303-546-6868
<br />CIVIL ENGINEER:
<br />CREATIVE CIVIL SOLUTIONS
<br />940 KIMBARK STREET, SUITE 2
<br />LONGMONT, CO 80501
<br />T 303-684-8484
<br />it) • \ \ • • • • • \ • .k•.s.
<br />PEARL iZUMiii
<br />SHIMANO/ PEARL
<br />IZUMI COLORADO
<br />HEADQUARTERS
<br />AMENDED PUD
<br />DEVELOPMENT
<br />PLAN
<br />CTC Block 1
<br />Lots 15, 16, 17
<br />Date:
<br />Job No:
<br />Drawn By:
<br />Checked By: CWK
<br />9 August 2012
<br />12015
<br />CWK
<br />Drawing No.
<br />GRADING PLAN
<br />C2
<br />3N11 SIN]. NO JAM dO 3903 NO111SOd
<br />•
<br />I (7
<br />3NI1 SIN! NO 1NI9d AO 3903 NOI11SOd
<br />NOM d0 3903 NOIIISOd
<br />3NI1 SIN! NO INDIA d0 3903 NOIIISOd
<br />REORDER BY PART NUMBER 6552
<br />SAFCD PRODUCTS • NEW HOPE, MINNESOTA
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