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<br />C:\Sdsk\Proj\3411\dwg\02-15-02 Approved Planning\3411up5.dwg
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<br />VICINITY MAP
<br />EXISTING 12"
<br />CMP STORM LINE
<br />EXIST. STORM MANHOLE
<br />RIM: 98.97
<br />INV, OUT: 96.15
<br />INV. IN: 96.25
<br />1
<br />1
<br />1
<br />1
<br />11
<br />1
<br />i
<br />LOT 17
<br />(DEVELOPED)
<br />LOT 1
<br />(UNDEVELOPED)
<br />11:11 di I.:I,r'k ka r duel I1 Il,0,0I,1Il iIWYIYbw W owabiari.1,
<br />.uii, IL!I:I IIJ,
<br />LOTS 15 and
<br />.a,.. .1,,,L011k..„ kl.l 0 I 1114'11111 101 , I 11,1101111 � I. II r,•.
<br />b l :J,,v.ilYk„911].11
<br />INNOVATIVE OPENINGS
<br />UTILITY PLAN
<br />I k I I I,o , II., 11. I., I, III II ilul...6 ,l I. lire Illi., . ,i„I,ul
<br />16, COLORADO TECHNOLOGICAL CENTER, FIRST FILING, SW 1/4 OF SECTION 16, T1 S, R69W, 6TH P.M.
<br />CITY OF LOUISVILLE, BOULDER COUNTY, COLORADO
<br />2.02 ACRES, MORE OR LESS
<br />EXISTING 10'
<br />DRAINAGE EASEMENT
<br />LOT 2
<br />(DEVELOPED).
<br />IJ11 rll:lde•
<br />533.;
<br />5335.
<br />•
<br />f
<br />11
<br />11
<br />t
<br />I
<br />1:70c/i<
<br />Qi 1
<br />ti
<br />1 ii
<br />i
<br />N tI
<br />• 1
<br />I
<br />EXIST. INLET
<br />FL GRATE: 5328.60
<br />LOT 16
<br />0.98 AC
<br />EXISTING BLDG. 8c
<br />LOT IMPROVEMENTS
<br />•
<br />N
<br />LOT 15
<br />1.04 AC
<br />•
<br />INSTALL
<br />3' CURB3%
<br />OPENING 3' (�QNC. PAN 0, 1.8 1.8
<br />ASPHA
<br />E
<br />TO BUILDING 1(REMO y TO 1
<br />1 'FUTURE' CURB AND GUTTER
<br />AT LATER TIME) //
<br />1
<br />I �*tTIRE%Pll-1 CPN _. L .
<br />PROPOSED BLDG. 8c
<br />LOT IMPROVEMENTS
<br />INSTALL
<br />88.90 LF 4" PVC SS
<br />0 2.0% (MIN.)
<br />42 46'
<br />f
<br />n
<br />INSTALL
<br />2' CURB
<br />OPENIN
<br />f
<br />2
<br />-o
<br />Wi
<br />Q
<br />0
<br />LOT 14
<br />(DEVELOPED)
<br />RESURFACE/REPLACE
<br />77.78 SY EXIST. ASPHALT
<br />SURFACE
<br />'
<br />(0
<br />O tl
<br />Ca
<br />-- -- EXIST. 'INLET
<br />FL GRATE \ 5329.49
<br />•
<br />- 1
<br />-! 1
<br />REMOVE oQINO WASTE
<br />EXIST. CHEAD1
<br />REP CE 2 65 LF11
<br />LI'
<br />`URB HEAD
<br />pr
<br />8.7;1'
<br />FLA,NTING
<br />P/////
<br />.
<br />f•
<br />45.01'
<br />'/TYPE 2 VERTICAL CURUU
<br />5333
<br />9.2' SPILL
<br />PAN
<br />FI_MTING
<br />INSTALL
<br />3' CURB
<br />OPENING
<br />INSTALL
<br />30" (MAX.) HIGH DRYSTACK
<br />BOULDER RETAINING WALL
<br />ALONG PERIMETER OF POND
<br />TOP ELEV.: 5330.00
<br />BOTTOM ELEV.: 5327.50
<br />EXIST. ELEC.
<br />TRANSFORMER
<br />INSTALL
<br />DETENTION POND RELEASE
<br />STRUCTURE
<br />(SEE DETAIL)
<br />_._..SSD ..�..
<br />X0.68%
<br />EXIST. 21" ST/L
<br />---- -- =r _ ._.-•
<br />- _ 7"
<br />---__5332.- - 0c)EXISTING A
<br />�-UTILITY EASEMENT
<br />SE ,.�
<br />�� Yv
<br />4•�`
<br />w__�. -__-_. - ;-----=-_ ,----__--• EXISTS = L �
<br />0.43%
<br />401.86 LF8 ® `"•-,••
<br />EXISTING 8:_iN/L
<br />0
<br />PIERCE STREET
<br />210.00
<br />29.98'
<br />I STREET PATCH
<br />(SEE DETAIL)
<br />INSTALL
<br />1-6" TEE
<br />2-6" GATE VALVE
<br />1 -FH ASSEMBLY
<br />2 -THRUST BLOCK
<br />EXIST. SMH
<br />INV.: 5318.17
<br />.10110.0.10
<br />•
<br />INSTALL
<br />1-8"x8"x6" TAPPING TEE
<br />1-6" TAPPING VALVE
<br />1 -THRUST BLOCK
<br />EXISTING
<br />12.5' TYPE R INLET
<br />RIM: 5329.40
<br />FL: 5328.70
<br />INV. OUT: 5324.98
<br />EXISTING
<br />5' TYPE R INLET
<br />RIM: 5329.42
<br />FL: 5328.66
<br />INV. OUT: 5324.98
<br />wv
<br />INSTALL
<br />STMH-1
<br />RIM: 5329.90
<br />- INV. IN(W): 5325.30
<br />INV. OUT: 5325.20
<br />(MH 30' NORTH OF
<br />MILL EXIST. ASPHALT TO 2" DEEP BY 12" WIDE
<br />AROUND PERIMETER OF TRENCH PATCH SECTIONS.
<br />JQINT LINE BETWEEN EXISTIIVQ ANQ M W A�PNNALT
<br />SHALL RECEIVE AN 12" WIDE STRIP OF PETRO -TACK.
<br />UNIFORM LINE
<br />CUT ASPHALT
<br />12" / 12"
<br />EXISTING
<br />ASPHALT
<br />EXISTING
<br />ASPHALT
<br />8" MIN. ASPHALT PATCH / j
<br />OR COMPLETE FULL DEPTH
<br />ASPHALT PATCH OR
<br />EXIST. STREET SECTION,
<br />WITH GRADE C ASPHALT.
<br />INSTALL ASPHALT IN
<br />LIFTS AND COMPACT
<br />TO 95% MIN.
<br />- FLOWFILL/
<br />TRENCH WIDTH
<br />(SEE TABLE)
<br />I
<br />1
<br />COVER VARIES
<br />TYPICAL TRENCH PATCH SECTION
<br />N.T.S.
<br />NOTE: TRENCH TO BE SLOPED OR BRACED AND SHORED AS REQUIRED.
<br />EXIST. SMH
<br />• RIM: 5329.94
<br />INV.: 5319.88
<br />INSTALL
<br />19.80 LF 18" CL -III RCP
<br />INV. IN: 5325.40
<br />INV. OUT: 5325.30
<br />HC -1-1[N
<br />SOUTHEAST CORNER OF LOT 9; ELEVATION 96.99
<br />5/8" REBAR W/ORANGE CAP, PLS #18978
<br />2
<br />1
<br />NO.
<br />20
<br />02/15/02
<br />12/03/01
<br />DATE
<br />JOB NO
<br />341-1
<br />ORIGINAL SCALE: 1"=20'
<br />40
<br />FINAL PLANNING SUBMITTAL
<br />CITY COMMENTS dated 11/14-16/01
<br />dsm
<br />dsm
<br />DESCRIPTION BY
<br />PARK ENGINEERING
<br />CONSULTANTS
<br />420 21ST AVENUE, SUITE 101
<br />LONGMONT CO. 80501 (303)651-6626
<br />INNOVATIVE OPENINGS
<br />U TILI TY PLAN
<br />I DATE
<br />10/16/01
<br />I CAD NO
<br />ISHEET NO
<br />
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