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PRIVATE 8' CRUSHER
<br />FINE TRAIL CONN
<br />1
<br />EX ELECT SHALL BE LOWERED
<br />IN PLACE BY XCEL PRIOR TO
<br />GRANTING OF UTILITY EASEMENT
<br />(NOT INSTALLED WITHIN ESMT)
<br />PRIVATE MEANDERING 8'
<br />CRUSHER FINE TRAIL
<br />canwo i 42
<br />PAI®
<br />,.r-- 30.ofir -
<br />s
<br />15.00' FUTURE
<br />XCEL EASEMENT
<br />MEANDERING 8'
<br />CONC BIKE TRAIL / PED WALK 1
<br />EX ELECT SHALL BE LOWERED
<br />WITHIN THESE LIMITS
<br />(SEE GRADING PLAN FOR CONTOUR
<br />ELEVATIONS)
<br />W fEX ELECT SHALL BE LOWERED
<br />IN PLACE BY XCEL PRIOR TO
<br />C.:)' GRANTING OF UTILITY EASEMENT
<br />x (NOT INSTALLED WITHIN ESMT)
<br />�..�, PROPERn.
<br />.,,, LINE
<br />N- EXIST UG ELECT
<br />QUM
<br />UTURE XCEL ESMT LIMITS
<br />EXIST UG ELECT
<br />NOT IN ESMT
<br />X
<br />MEW
<br />MOM
<br />See
<br />see
<br />4111100
<br />174' FIRE HOSE LENGTH
<br />BIKE RACK
<br />INTERIOR STORAGE
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<br />PROPERTY UNE
<br />4110.,
<br />— —
<br />INN
<br />.4%%43M A`,
<br />— —
<br />55' LANDSCAPE & OPEN ISPAC55 ONSERVATION EASEMENT
<br />I
<br />157'
<br />I
<br />I
<br />ti
<br />20':FIRELANEW/: H: S-20 : RATED SURFACE . (TYP)
<br />BUILDING FOOTPRINT -/
<br />5355.66=103'-0"
<br />FFEL STEP
<br />ir 18" DRAIN BASIN
<br />MEW .111.11k
<br />12" CMP FES
<br />12" PVC STORM
<br />12" CMP FES
<br />ce
<br />a,¢ _ 24' F
<br />a, IRENE
<br />--
<br />•
<br />747'
<br />i• • a°i
<br />• ry}
<br />, . • • d /
<br />L
<br />BUILDINd FOOTPRINT
<br />(PHASE 2 EXPANSION)
<br />TRASH AREA
<br />a. Fri. ASSY
<br />RIVAT�1:
<br />I
<br />1
<br />OUTDOOR PLAZA
<br />(SHEET: PUD 1)
<br />WAREHOUSE AREA DOORS
<br />6" FIREUNE ENTRY
<br />12.5" DOMESTIC ENTRY
<br />•
<br />\\
<br />F 0 !;r
<br />7' •
<br />--
<br />8' CRUSHER FINE TRAIL
<br />IN 12' EASAEMENT
<br />FUTURE PARKING LOT RE: PUD
<br />(PHASE 2 EXPANSION)
<br />/ I
<br />L
<br />J
<br />6" FH BRANCH (DEAD END)
<br />8' CONC TRAIL IN 12' ESMT
<br />(PUBLIC ACCESS)
<br />6" 45' BEND
<br />6" FH BRANCH (DEAD END)
<br />6x6 TEE
<br />12" PVC STORM PVC d
<br />STORM 4.4.
<br />18" DRAIN BASIN °
<br />18" DRAIN BASIN
<br />5352.66=100'-0"
<br />a
<br />3' BIKE TRACK
<br />2.5" TYPE K COPPER J
<br />DOMESTIC SERVICE
<br />APPROX FDC LOCATION -� \
<br />6" PVC SAN CONN -7'
<br />g
<br />— 24" DRAIN BASIN
<br />12" CMP FES
<br />— — — EX ELECT SW
<br />CABINET _ _ _ - - - - - -
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<br />:.. P” \\ \3`:x'y tee;`: \ \• • • h32r`' `\<.,,\
<br />2" PVC STORM
<br />12" CMP FES
<br />24.00'
<br />6" GV
<br />6" WATERMAIN
<br />VALVES FOR LOOPING
<br />AS SHOWN (PRIVATE)
<br />6x6 TEE
<br />6" 22.5' BEND
<br />6" 22.5' BEND
<br />d °
<br />• 8'. WALK • .`
<br />6" WATERMAIN (PRIVATE)
<br />6" WATERMAIN (PRIVATE)
<br />6" 22.5' BEND
<br />6" 22.5' BEND
<br />UPSIZE TO 2.5"
<br />® ROW EDGE
<br />STEPPING 12" CMP FES
<br />_STQ(�.ES /24" DRAIN BASIN
<br />12" PVC STORM
<br />r.- 12" CMP FES
<br />EX FH J
<br />1
<br />_
<br />EXIST FIBEROPTIC
<br />$:
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<br />,, a„WW01000
<br />TRAIL IN EX X Flik
<br />ACCESS ESMT
<br />-.•. Dt0ICATE PUBLIC
<br />ACCESS` SMT
<br />EXIST FIBEROPTIC
<br />MH
<br />IN V
<br />SA M
<br />\ ;`,•
<br />IN V
<br />mn
<br />e MN
<br />WATERMAIN & DOMESTIC
<br />LOWER TO 2.2' BELOW
<br />STORM SEWER
<br />2" DOMESTIC WATER TAP
<br />14.1 ct
<br />ct
<br />WATERMAIN & DOMESTIC
<br />LOWER TO 2.2' BELOW
<br />STORM SEWER
<br />2 CUT IN 12x6 TEES W/ 12" GV
<br />BETWEEN
<br />)121'
<br />EX FlkS,
<br />7
<br />50' BUILDING SETBACK
<br />25' PARKING SETBACK
<br />CDOT TYPE C OUTLET
<br />STRUCTURE FROM POND
<br />18" RCP PIPE
<br />CONN TO STORM INLET
<br />ONO
<br />0' 20' 40'
<br />80'
<br />IN V
<br />MH
<br />RIM
<br />WO Ms
<br />eDi
<br />Buro Happold
<br />Buro Happold Consulting Engineers, Inc
<br />9601 Jefferson Blvd - Suite B
<br />Culver City
<br />CA 90232
<br />ZG
<br />A R C
<br />Consultants
<br />WHOMNS
<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 />4VPEA171. iZLIPAi
<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 />MASTER
<br />UTILITY PLAN
<br />C 1
<br />POSITION ERRE OF PRINT ON THIS LINE
<br />3NI1 SIH1 NO 1NRId 3O 3903 N0111S0d
<br />10 3903 N011150d
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<br />REORDER BY PART NUMBER 6552
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<br />REORDER BY PART NUMBER 6552
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