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Z 2190E 17TH AVENUE
<br /> 0 -Jr
<br /> PRELIMINARY PUD DEVELOPMENT PLAN Denver,CO 80206 USA
<br /> t +1 303 832 1712
<br /> z a o APART OF THE SOUTH HALF OF SECTION 20, THE NORTH HALF OF SECTION 29 f +' 33832'T3
<br /> PLANNER/LANDSCAPE ARCHITECT
<br /> 0 - TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
<br /> PROPOSED 12 WL (MID—ZONE WATERCEL :
<br /> , i CONOCOPHILLIPS CAMPUS
<br /> 200 100 0 200 400
<br /> — ONSITE ....UTILITY PLAN PRESSURE ZONE) SEE OFFSITE :N
<br /> :" WATER PLAN SHEET 6
<br /> u ' SCALE: 1" = 200'
<br /> SHEET 4 O F 11 CONSULTANTS OF COLORADO, INC.
<br /> .. .. CIVIL ENGINEERING*LAND SURVEYING
<br /> 1.
<br /> PARADISE LANE i2' 2"v
<br /> 1„ ` 7901 E.Belleview Avenue
<br /> f.
<br /> 1 "N Suite 150
<br /> oo 482 952611
<br /> it
<br /> * . s
<br /> Englew CO
<br /> Tel (720)
<br /> Fax (720)482 4546
<br /> :.
<br /> CIVIL ENGINEER
<br /> i ! CONNECT TO EXISTING / \ ,
<br /> •
<br /> G 8"
<br /> 1' EXISTIN
<br /> ' 18" WATERLINE F
<br /> (MID-ZONE WATER EXISTING ORCEMAIN
<br /> IRRIGATION •
<br /> \ PRESSURE ZONE) k. • EXISTING 8" WL
<br /> oo ( PIPE \
<br /> ON ISTING
<br /> ›<n- C NE PRESSURE ZONE)WATER
<br /> 12" WATERLINE X
<br /> %
<br /> i
<br /> E //
<br /> •• , (MID-ZONE WATER
<br /> PROPOSED:: PRESSURE ZONE) 1 "CONNECT
<br /> A DRIVE — 90' WATERLINE ry Drexel,Barrell&Co.
<br /> CAMPUS
<br /> ,::, R.O.W PERFORATED SD MID-ZONE WATER '
<br /> >
<br /> •
<br /> ;,
<br /> EX _f2 11VL.:,., R.O.W. LINE H ( Engineers/Surveyors
<br /> TO MITIGATE HIG
<br /> : :: .. .. : ::.:.,...:<: -_ ..... - :.::.. PRESSURE ZONE)
<br /> kr.; < 38th Street
<br /> •.. . / G 1800
<br /> J '< GROUNDWATER
<br /> f .., . , —
<br /> " 1 Boulder CO 80301
<br /> < ? W ... ``"" I 12„ Tel:(303)442-4338
<br /> 36” RCP : . . . . 1 1?"IV /
<br /> Fax ( 0 442-4373
<br /> 3 SD 4 12 12"W 12"Wix 3)44
<br /> 18" RCP SD 18 RCP SD p a 24" RCP SD SURVEYOR
<br /> ISSUE!REVISION
<br /> DATE
<br /> AREA•
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<br /> .,
<br /> • .• __.... PRELIMINARY PUD
<br /> 48" DIAMETER
<br /> / MANHOLE, TYP. » 1. DEVELOPMENT PLAN 11/12/2009
<br /> \ ; R SOUTH BOULDER -:- -- 8 SD ::<: SUBMITTAL
<br /> PROPE TY
<br /> 8" SD' COAL CREED ^ . • 1 FIRST RESUBMITTAL 02/01/10
<br /> ,. LINE STORM DRAIN (IYP.) . " GOQ
<br /> \ 1ST EXTENSION ', .: S vy
<br /> A D _
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<br /> •
<br /> IRRIGATION DITCH 18 RC SD 18 RCP ,, 4. •` .
<br /> \ \ (TO REMAIN)-^\ 72,118"
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<br /> 7
<br /> AREA
<br /> 4. 4 .: \ P4 3 .,, `, DETENTION/
<br /> ' G :PLANNING
<br /> \ r f SS RCBC WATER C UALITY :11':'''' .::.'
<br /> \ :. DRAINAGE CHANNEL. / $ a` e \: .<
<br /> \ \ e CHANNEL A 1?"Mr ',5 POND, 27 AC.Ft. .
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<br /> / iA SS4 .ANN x ARE? 6' X 4'
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<br /> \ .11F - \ 3 .H EXISTING WATER
<br /> u =
<br /> --== \ \\ " "" : ` ;' BOOSTER STATION
<br /> I—
<br /> C • TO BE REMOVED
<br /> \ 48" RCP SD \\ \ \ u '
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<br /> - + EXISTING \ \ \ k. '. : \ ` ;2 `mss„ '
<br /> • CO 48” RCP SD \ \ \ 1 / •, :e,
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<br /> Cfl \ ` \ `` i N ; w •
<br /> EXISTING WASTE WATER VJ
<br /> EXISTING SITE ` \ ' •" PUMPING STATION
<br /> ,
<br /> CI) ; \ \ ' s :. TO REMAIN
<br /> ACCESS TO BE \ g
<br /> ,
<br /> REMOVED \ \ \ $r. 5
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<br /> REALIGNED/UNDERGROUND \ \
<br /> / I •:.,
<br /> i \ 1,
<br /> XCEL TRANSMISSION LINES \\ \\ 1 it 6 3,q •% ,,Alt PLANNINGd r • "IIN
<br /> . .• . •
<br /> 10' \ S < Q'AREA
<br /> ILLI
<br /> EASEMENT \ \ RES
<br /> T ' W
<br /> .644%1N\\N
<br /> _ 2RE w 0
<br /> - - - - : \ \ rpt ! CO V
<br /> - III C7 •24 REROUTED, PIPED a \ i - 48" DIAMETER r y _ J
<br /> O —IRRIGATION LINE \ \ N 5 ANHOLE, TYP. CL.ti
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<br /> —1'1' I*EASEMENT A :: A SIS
<br /> ,• ISTING OVERHEAD\ \ I LXCELIRANSMISSION \\ \ [ pflj('
<br /> . ;
<br /> OLINES TO BE ••
<br /> \ ..:\ \ I ; ,:: ..,. : ,
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<br /> k\.....,
<br /> \ RELOCATED \ \ PLANNING 0
<br /> \\\\ \\ \\ OADWAY CULVERT (TYP.)
<br /> R
<br /> 11.14/44
<br /> ;1# .. .. .. , . . ..
<br /> '11/( .
<br /> / - 10.,8 ACRES
<br /> \ it,
<br /> \ \ \ ea
<br /> SEE SHEET
<br /> SANITARY SEWER COLLECTION WATER DISTRIBUTION SYSTEM NOTES: GENERAL NOTES:
<br /> SYSTEM NOTES: 1. PRELIMINARY WATERMAIN LOCATIONS INDICATE SERVICE FROM 1. WATER AND SEWER UTILITIES SHALL BE ONSITE UTILITY
<br /> THE CITY OF LOUISVILLE MID-ZONE WATER PRESSURE ZONES. CONSTRUCTED WITH A 10' CLEAR SEPARATION.
<br /> 1. CONOCOPHILLIPS PROPOSES TO UTILIZE THE EXISTING OFFSITE 4. PRIVATELY OWNED AND MAINTAINED SANITARY SEWER LINES PLAN ,
<br /> 1 SANITARY FORCE MAIN AND GRAVITY SYSTEMS TO THEIR SHALL BE INSTALLED NO CLOSER THAN 11' LATERALLY (10' 2, LOOPED SERVICE WILL BE PROVIDED TO THE BUILDING(S) 2. ENTRY LOCATIONS INTO THE PLANNING AREAS
<br /> r CAPACITIES TO SERVE THE PROPOSED PROJECT. CLEAR PER COLORADO DEPARTMENT OF HEALTH) AND 2' BASED UPON THE FINAL DEVELOPMENT PLAN(S) DESIGN OF ARE CONCEPTUAL ONLY. LEGEND
<br /> VERTICALLY AT CROSSINGS TO A CITY MAINTAINED UTILITY.
<br /> INTERIOR STREET SYSTEMS.
<br /> 2. CONOCOPHILLIPS PROPOSES CONTINUED USE OF THE EXISTING SLEEVED UTILITIES MAY BE CONSTRUCTED CLOSER. 3. CITY UTILITY LINES SHALL BE INSTALLED WITH
<br /> ONSITE SANITARY SEWER LIFT STATION. CONOCOPHILLIPS 3. WATERMAIN DIAMETERS WILL BE DETERMINED BY FINAL DESIGN ADEQUATE CLEARANCE FROM OTHER PRIVATELY EXISTING FIRE HYDRANT (FH)
<br /> , ANTICIPATES OWNERSHIP AND MAINTENANCE RESPONSIBILITY 5. THE ONSITE SANITARY SEWER SHOWN WITHIN THE DRAWN TAH
<br /> f FOR THIS FACILITY AS THE SOLE USER. DEMANDS AND IN COMMUNICATION WITH THE CITY OF OWNED DRY UTILITIES. DRY UTILITIES SHALL BE • PROPOSED SANITARY MANHOLE (SSMH) CHK MEL
<br /> CONOCOPHILLIPS CAMPUS IS PROPOSED TO BE PRIVATELY LOUISVILLE PUBLIC WORKS DEPARTMENT. CONSTRUCTED NO CLOSER THAN 6' LATERALLY
<br /> OWNED AND MAINTAINED. PROPOSED GRAVITY SANITARY SEWER (SS) PRJ# 8.13.0139803
<br /> AND 2' VERTICALLY AT CROSSINGS TO A CITY
<br /> 3. SANITARY MAINLINES DEPICTED HEREON ARE LOCATED TOSHEET NUMBER:
<br /> 4. ALL PUBLIC WATER MAINS SHALL BE CONSTRUCTED IN MAINTAINED UTILITY. SLEEVED UTILITIES MAY BE
<br /> INDICATE GENERAL COLLECTION INTENT FOR THE SITE. FINAL EXISTING WATER LINE (WI)
<br /> EASEMENTS DEDICATED TO THE CITY OF LOUISVILLE. CONSTRUCTED CLOSER.
<br /> ALIGNMENTS WILL BE DESIGNED IN ACCORDANCE WITH THE
<br /> t FINAL DEVELOPMENT PLAN(S). FINAL DIAMETERS SHALL BE 8"M PROPOSED 8" WATER LINE (WL)
<br /> 10 R CONFIRMED BASED ON FINAL ARCHITECTURE AND MECHANICAL 12"w— OF
<br /> •
<br /> PROPOSED 12" WATER LINE (WL)
<br /> ENGINEERING DESIGNS.
<br /> I
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