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<br />0
<br />U
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<br />0
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<br />N
<br />a
<br />M
<br />vaa
<br />DRAWING NUMB
<br />1
<br />556 MAIN STREET
<br />ZONE R -M
<br />552 MAIN STREET
<br />ZONE R -M
<br />544 MAIN STREET
<br />ZONE R -M
<br />534 MAIN STREET
<br />ZONE R -M
<br />524 MAIN STREET
<br />PARCEL NO. 157508440005
<br />ZONE R -M
<br />3s
<br />3
<br />ACME TERRACE ADDITION
<br />LOT 1, BLOCK 1
<br />ZONE R -M
<br />-WM
<br />ST
<br />SANITARY SEWER
<br />MANHOLE (EXISTING)
<br />4� RIM ELEV = 5329.2
<br />INV 8" PVC IN (5) 5323.81
<br />INV PVC OUT (N) 5323.81
<br />BENCH ELEV = 5324.61
<br />24'• RCP
<br />ST ST
<br />WM WM WM
<br />m
<br />SANITARY SEWER
<br />MANHOLE (PROPOSED)
<br />RIM ELEV = 5329.8
<br />INV 8" PVC IN (S) 5324.50
<br />INV PVC IN (E) 5324.50
<br />INV PVC OUT (N) 5324.40
<br />BENCH ELEV = 5325.50
<br />4" SEWER SERVICE
<br />(EXISTING)
<br />T
<br />T „
<br />JAI ...,.
<br />SANITARY SEWER
<br />r4
<br />EM
<br />n
<br />ri
<br />55
<br />SS
<br />EM
<br />ST
<br />T
<br />CT ST ST
<br />6" D.I.P.
<br />WM WM ELLSTREET
<br />WM
<br />(R.O.W. VARIES)
<br />T
<br />/'.
<br />PSS
<br />111' 8" PVC SEWER MAIN
<br />30' UTfLITY,
<br />EASEMENT
<br />N..%**ixlM
<br />SS
<br />ieo' D.I.P. WATER MP%N
<br />LOT 2
<br />3,630 SQ.FT., 0.083 ACRES,
<br />MORE OR LESS
<br />WM
<br />ST
<br />T
<br />RIM ELEVV--.053207.24'
<br />RIM ELMEV=5327.22' rT:3
<br />WM
<br />SANITARY SEWER MANHOLE
<br />(PROPOSED)
<br />RIM ELEV = 5330.0
<br />CINV PVC OUT (W) 5325.25
<br />BENCH ELEV = 5326.25
<br />r 4
<br />t V. '
<br />r. s
<br />ST W
<br />WM--- 4
<br />X
<br />w_
<br />0.
<br />re
<br />co
<br />WM
<br />STORM SEWER MANHO
<br />RIM ELEV = 5327.83
<br />INV RCP OUT (N) 5324.83
<br />INV R INLET 5327.06
<br />w
<br />0.
<br />O
<br />T
<br />STORM SEWER MANHOLE
<br />(PROPOSED)
<br />RIM ELEV = 5330.0
<br />INV RCP OUT (N) 5325.17
<br />INV RCP IN (S) 5325.27
<br />0
<br />ST -
<br />\T
<br />EXI
<br />CO
<br />ITY
<br />ING 314" SER CE
<br />E REMOVED = PER
<br />EQUIREMENT
<br />3
<br />3
<br />EXISTING 20' WIDE CURB CUT FOR
<br />PROPERTY ACCESS. CURB CUT SHALL BE
<br />r REPLACED WITH A RAMP DRIVE AS
<br />Vitt DIRECTED BY CITY
<br />ift
<br />ABOVE GROUND TELEPHONE
<br />LINE.
<br />SEE DRALNAGE
<br />PIAN FO
<br />DETAILS
<br />•
<br />1
<br />1
<br />20' UTI ITY &
<br />ACCE EASEMENT
<br />1
<br />1
<br />1
<br />3
<br />--ws_4Chi sis ---wS --wS
<br />r•_ •MINN...-._,.-_._._._.-.-.-._.-
<br />•
<br />I
<br />SS
<br />4" SEWER SERVICE (EXISTING)
<br />:S SS
<br />SSSS
<br />4••••••.eni••••.4•1•11.•am.100.•rlime.•.•.1.11•11.•4•1111•10,••••••••••AMMO •
<br />MANHOLE (EXISTING)
<br />RIM ELEV = 5334.58 Gq
<br />INV 8" PVC IN (S) 5325.99 4
<br />INV PVC IN (W) 5326.00
<br />INV PVC OUT (N) 5325.93
<br />BENCH ELEV = 5326.98
<br />LOT 1
<br />4,053 SQ.FT., 0.093 ACRES,
<br />MORE OR LESS
<br />1
<br />1
<br />0
<br />1
<br />1
<br />1
<br />1
<br />1
<br />G)
<br />1
<br />1
<br />LOT 3
<br />9,498 SQ.FT., 0.218 ACRES,
<br />MORE OR LESS
<br />SEE SECTB DETAIL - SEE SECTIONAL A DETAIL
<br />1
<br />LOT 4
<br />Overall: 25,959 SQ.FT., 0.53 ACRES
<br />Common: 17,403 SQ.FT., 0.40 ACRES
<br />MORE OR LESS
<br />3
<br />-ws-----14S----------ws
<br />9 S
<br />3/4" WATE
<br />10' UTILITY EASEMENT
<br />BOUNDARY LINE
<br />LOT 5
<br />3,924 SQ.FT., 0.09 ACRES,
<br />MORE OR LESS
<br />=ws
<br />SS
<br />3/4"AW TER S
<br />PROPOSED CURB CUT. CURB
<br />I CUT SHALL BE INSTALLED
<br />WITH A RAMP DRIVE AS
<br />DIRECTED BY CITY
<br />L.:/=_:=/_.AMMO ._• MINIM. ._• OMNI. ._._.._.• 111111.••_._...._._
<br />•4 ,/§t SEE SECTIONAL C
<br />, ,S
<br />PREPARED FOR:
<br />ACME TERRACE, LLC
<br />557 COUNTY ROAD
<br />LOUISVILLE, CO 80027
<br />303-664-0402
<br />rIPTA1I
<br />LOT 6
<br />4,107 SQ.FT., 0.09 ACRES,
<br />MORE OR LESS
<br />\ / CIVIL ENGINEER:
<br />ODISEA, LLC
<br />Ian Smith, P.E.
<br />1460 Lee Hill Road, #7
<br />Boulder, Colorado 80304
<br />303-443-4335
<br />y \ ian@odiseanet.com
<br />303-443-4355 fax
<br />NEW SERVICE
<br />FLOOD PLAIN ENGINEER:
<br />ALAN TAYLOR CONSULTING, LLC
<br />Alan Taylor, P.E.,CFM
<br />1167 Purdue Drive
<br />Longmont, Colorado 80503
<br />720-334-9260 303-772-8805 fax
<br />taylor.ala c©comcast.net
<br />LOT 2
<br />EXISTING CURB CUT. CURB
<br />CUT SHALL BE REPLACED
<br />WITH A RAMP DRIVE AS
<br />DIRECTED BY CITY
<br />SECTIONAL B
<br />SEWER CROSS SECTION
<br />VIEW LOOKING EAST FROM ALLEY
<br />L4
<br />HEIGHT OF SEWER AT -
<br />FPEOUAT
<br />NETNORATIONtON . e�.•
<br />,.•
<br />HEIGHT OF SEWER LINE AT
<br />ALLEY.
<br />NOTE
<br />SEWER LINE PLACEMENT IS AT A 'PROXIMATELY 5' DEPTH
<br />AT POINT OF ENTRY TO ALLEY R. ).W.. APPROXIMATE RISE
<br />IN SEWER LINE IS 17.25 INCHES AT POINT OF ENTRY INTO
<br />APPROPRIATE FOUNDATIONS.
<br />SEWER LINE DETAIL IS FOR EASEMENT BETWEEN LOTS 1
<br />AND 2 ONLY.
<br />LOT 1
<br />LOT 5
<br />SECTIONAL A
<br />WATER AND SEWER SERVICE CROSS SECTION
<br />VIEW LOOKING WEST FROM COUNTY ROAD
<br />i4
<br />• ' Ste COPPER PIPE
<br />•y WATER SERVICE UNE.
<br />LOT 5
<br />HEIGHT OF SEWER AT
<br />FOIINDATNN
<br />PENETRATION
<br />HEIGHT OF SEWER MEAT
<br />ALLEY,
<br />Z.' '
<br />NOTE
<br />3/4" WATER SERVICE LINE IS MIN, 4' DEPTH AND 1'
<br />SEPARATION. WATER LINE MUST BE ABOVE SEWER LINE
<br />AT ANY POINT OF CROSSOVER.
<br />WATER AND SEWER SERVICE DETAIL 15 FOR EASEMENT
<br />BETWEEN LOTS 5 AND 6 ONLY AT WESTERLY PORTION OF
<br />LOTS.
<br />SECTIONAL C
<br />WATER SERVICE CROSS SECTION
<br />VIEW LOOKING WEST FROM COUNTY ROAD
<br />4
<br />A
<br />• ';' 314' COPPER PIPE
<br />WATER SERVICE UNE.
<br />:
<br />NOTES
<br />1. EXISTING SANITARY SEWER SERVICE LINES SHALL BE ABANDONED
<br />AT THE MAIN OR IN THE CASE OF REUSE, SERVICE LINES SHALL BE
<br />REPLACED WITH PVC PIPE TO THE MAIN.
<br />2. EXISTING WATER SERVICE LINES SHALL BE ABANDONED AT THE
<br />MAIN OR IN THE CASE OF REUSE, WATER SERVICE PIPING SHALL BE
<br />EVALUATED AND REPLACED WITH COPPER PIPE TO THE MAIN.
<br />3. ALL PROPOSED STORM SEWER FACILITIES ARE PRIVATELY OWNED
<br />AND MAINTAINED.
<br />4. THE WATER MAIN CONNECTION ONTO THE EXISTING MAIN IN
<br />COUNTY ROAD SHALL BE ACCOMPLISHED BY WET TAP AND VALVE.
<br />5. EXISTING WATER SERVICE LOCATED AT THE NORTHEAST CORNER
<br />OF LOT 4 SHALL BE ABANDONED AS PER DIRECTION OF CITY,
<br />6. ALL REPAIRS PERFORMED IN PUBLIC R.O.W WILL BE PERFORMED IN
<br />ACCORDANCE WITH CITY REQUIREMENTS.
<br />7. PUBLIC IMPROVEMENT CONSTRUCTION PLANS INDICATING THE
<br />PROPOSED WATER, SANITARY SEWER, STORM SEWER ASPHALT
<br />PAVEMENT, AND CONCRETE IMPROVEMENTS SHALL BE SUBMITTED
<br />TO PUBLIC WORKS FOR APPROVAL PRIOR TO CONSTRUCTION.
<br />PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE
<br />DESIGNED, PREPARED, REVIEWED AND CHECKED BY AN
<br />EXPERIENCED PROFESSIONAL ENGINEERING FIRM CAPABLE OF
<br />PROVIDING ACAD DRAWINGS AS PER CITY OF LOUISVILLE DESIGN
<br />AND CONSTRUCTION STANDARDS.
<br />8. PUBLIC WORKS RESERVES THE RIGHT TO REQUEST REVISIONS TO
<br />THE UTILITY PLAN TO ACCOMADATE EXISTING/PROPOSED SITE
<br />CONDITIONS.
<br />9. NEW PVC SANITARY SEWER LINES ALREADY EXIST TO THE MAIN
<br />SANITARY SEWER LINE FOR 555 AND 557 COUNTY ROAD, AS WELL
<br />AS BUILDING ONE OF LOT FOUR AS PER CITY REQUIREMENTS.
<br />. 20
<br />12/01/08
<br />Drawn by: GGM
<br />Revision Date:
<br /># 3/27/09
<br /># 5/18/09
<br />#
<br />0
<br />10
<br />GRAPHIC SCALE
<br />20
<br />40
<br />80
<br />IMMI I•
<br />ION II NI
<br />(IN FEET)
<br />1 inch = 20 ft.
<br />CADDesigns
<br />303.742.0100 OFFICE
<br />303.742.0111 FAX
<br />17005 S. GOLDEN RD.
<br />GOLDEN, CO 80401
<br />•
<br />W_
<br />1
<br />NOTE
<br />3/4" WATER SERVICE LINE 18 MIN. 4' DEPTH AND 1'
<br />SEPARATION. WATER UNE MUST•BE ABOVE SEWER LINE
<br />AT ANY POINT OF CROSSOVER.
<br />WATER SERVICE DETAIL IS FOR EASEMENT BETWEEN
<br />LOTS 5 AND 6 ONLY.
<br />SS
<br />ss
<br />WM
<br />-ws
<br />G
<br />011
<br />wV
<br />4j+
<br />T
<br />ST
<br />E
<br />SS
<br />ss
<br />WM
<br />-ws-
<br />01
<br />T
<br />ST
<br />-ws-
<br />Electric
<br />Sewer Service
<br />Sewer Main
<br />Water Main
<br />Water Service
<br />G Gas Service
<br />Gas Main
<br />Telephone
<br />Storm Sewer
<br />Contour Lines
<br />CO)
<br />Water Valve
<br />Storm Manhole
<br />Utility Pole
<br />Light Pole
<br />PARBOIS PLACE
<br />COUNTY ROAD
<br />LOUISVILLE, C080027
<br />LOT 6
<br />Flood Plain Existing
<br />Flood Plain Proposed
<br />Easement Boundary Line
<br />Boundary Line
<br />Property line
<br />Building Envelope Proposed
<br />Budding Envelope Existing
<br />Overhead Utility Line
<br />Building Proposed
<br />Building Existing
<br />Fire Hydrant
<br />Electric Meter
<br />Gas Meter
<br />0 Sanitary Sewer Manhole
<br />TR Telephone Control Box
<br />8 OF 17
<br />UTILITY PLAN
<br />200801
<br />These Drawings and the Design they represent, remain the property of Mundelein, LLC and are intended to be used for construction at the stated location. Any unauthorized reproduction or other use of these drawings or design
<br />ora Sicily prunIolte°.
<br />.01
<br />
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