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<br />1' 1
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<br />EX. GRADE AT
<br />PROPERTY LINE
<br />= 31_0
<br />PHASE ONE
<br />- END -OF- WALL
<br />TW=26, 4
<br />BW= .2 3 9
<br />11 11
<br />'PRASE ONE
<br />END OF tURB '
<br />El I
<br />PHASE ONE WATERLINE UMIT
<br />TEMPORARY PLUG
<br />AND THRUST BLOCK
<br />I i i
<br />f i
<br />i, ?
<br />, 1
<br />f
<br />1
<br />LOT 2, BLOCK 2
<br />THE BUSINESS CENTER AT CTC
<br />WNW
<br />4/
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<br />-sr
<br />/ 0
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<br />BUILD THIS INLET WITH
<br />0
<br />/
<br />STUBS TO NORTH AND NOR A t
<br />01111111
<br />EX. 20' DRAINAGE EASEMENT
<br />Nt•
<br />OUTLOT M
<br />40 THE BUSINESS CENTER AT CTC
<br />(COMMON DETENTION AREA)
<br />111111111111 11111111
<br />0111 SNOB
<br />22
<br />DRAIN INLET #3
<br />GRATE=20.6
<br />INV IN (N)=16.93
<br />INV IN (NE)=16(93
<br />INV OUT (S)=1f6. 83
<br />22.9
<br />22
<br />23.0
<br />PHASE ONE TEMPORARY
<br />ASPHALT PAVEMENT
<br />1
<br />-""
<br />DRAIN INLET #5
<br />GRATE=19.6
<br />INV=16.91
<br />PHASE ONE WATERLINE,LIMIT
<br />TEMPORARY PLUG
<br />AND THRUST BLOCK
<br />NO CURB
<br />DRAIN
<br />GRATE=19.6
<br />INV IN (N)16.35
<br />INV OUT ()=16.25
<br />END OF CURB,
<br />/
<br />22.9x
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<br />I./ OA IN WALLS
<br />,{ //
<br />23.5 23.5, A / / .
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<br />22.7
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<br />' 47 ‘.0.
<br />STD. FIRE HYDRANT
<br />ASSEMBLY
<br />MANHOLE #1
<br />7.:
<br />J
<br />E
<br />x 23.4
<br />x 24.0
<br />%MATER
<br />HP 22.
<br />#6
<br />LOT 5, BLOCK 2
<br />EX. 20' DRAINAGE EASEMENT
<br />1
<br />ONNECT TO EXISliNG, 8" STUB
<br />48.0 LF
<br />RCP •T
<br />MEM SEIB
<br />I IMO 4111•10
<br />LOT; 3A
<br />OW. IIIMM
<br />•••••••,
<br />Militi; NOM
<br />44 --..7.,..--.,
<br />E . I N V= 5. .y± 40 .;000.00c,.. 1-:aa.):;:tv. ''''',.......** 0•••,
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<br />20.4
<br />X
<br />‘5'
<br />. „....' • /',.
<br />I I
<br />'7 4 --- ••• ,--- I
<br />,,, EX. SAN. MANHOLE 1/4
<br />/
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<br />1111111111111 MIN
<br />amminaad • Lifb/
<br />imm
<br />41.401,41144,40„1„„
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<br />-6"10.7.02027 #1,.! off
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<br />1
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<br />I 11,
<br />I 1 11,
<br />15
<br />414.0"/Y-•/'
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<br />9-18
<br />MED al= '19
<br />---
<br />111M11 =NW
<br />-----
<br />- 4111•=1„17 w L814
<br />DRAIN INLET 1/7
<br />EX. SAN. MANHOLE #,3
<br />8" WATER (PUBLIC)
<br />55
<br />;
<br />LOT
<br />DETENTION POND/
<br />LIMITED RELEASE STRUCTURE
<br />124.7 LF 18" STORM AT 0.4%
<br />EX. FIRE HYDRANT
<br />11 1
<br />i'l
<br />9/C.
<br />I I
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<br />X. STORM MANHOLE #3
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<br />258
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<br />• STORM
<br />FF
<br />PROPOSED PHASE ONE CONTOUR
<br />PROPOSED CONTOUR
<br />EXISTING CONTOUR
<br />PROPOSED SPOT ELEVATION
<br />EXISTING SPOT ELEVATION
<br />PROPOSED FLOW DIRECTION
<br />EXISTING STORM SEWER W/MANHOLE
<br />PROPOSED STORM SEWER W/MANHOLE
<br />FINISHED FLOOR /TOP OF FOUNDATION
<br />Scale: 1" = 40'
<br />0 20 40
<br />80
<br />PHASE ONE PLAN
<br />ELDORADO ARTESIAN SPRINGS
<br />LOT 2A, BLOCK 1
<br />THE PARK AT CTC
<br />LOUISVILLE, COLORADO
<br />'r
<br />Designed by
<br />Drawn by
<br />Checked by
<br />SCOTT, COX & ASSOCIATES, INC.
<br />consulting engineers • surveyors
<br />1530 55th Street • Boulder, Colorado 80303
<br />(303) 444 - 3051
<br />RGB Date Scale
<br />5/31/00 1"40' Page
<br />Revision Description
<br />RGB
<br />WHM
<br />Survey Sheet Drawing no.
<br />C 3 00278A-2
<br />Date Project no.
<br />1 CITY COMMENTS 7/6/00 00278A
<br />3 N11 SM.( TO /NW
<br />Si91100t:Id 03dVS
<br />sionoaud oadv$
<br />8391A111N ONINWEIO
<br />83EIVVIN ONIMVbO
<br />8381A111N ONIMV80
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<br />03
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