HomeMy WebLinkAboutVON VIHL HEIGHTS THIRD SUBDIVISION - BDR240007 - SUBMITTAL DOCUMENTS - ROUND 2 - ResponsesW
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SOUTH OVERLAND TRAIL
8" CLAY PIPE
10.7' DEEP MANHOLE
60" STEEL WATER PIPE
12" CAST IRON WATER PIPE
SANITARY SERVICE
LOT 12,
VON VIHL HEIGHTS
SECOND SUBDIVISION
RECEPTION NO. 778734 (1960)
30' RIGHT OF WAY PER PLAT
LOT 10,
VON VIHL HEIGHTS SUBDIVISION
RECEPTION NO. 765654 (1959)
30' RIGHT OF WAY PER PLAT
LOT 11,
VON VIHL HEIGHTS
SECOND SUBDIVISION
RECEPTION NO. 778734 (1960)
23' RIGHT OF WAY
DEDICATED BY THIS PLAT
15' UTILITY EASEMENT
DEDICATED BY THIS PLAT
5' UTILITY EASEMENT
RECEPTION NO. 765654 (1959)
15' REAR SETBACK
20' FRONT SETBACK
5'
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15' UTILITY EASEMENT
DEDICATED BY ASSOCIATED PLAT
15' UTILITY EASEMENT
DEDICATED BY THIS PLAT
27.5' RIGHT OF WAY
DEDICATED BY THIS PLAT
WATER METER
WATER SERVICE
LOT2
7,437 s.f.
LOT 1
9,627 s.f.
15
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15' SIDE SETBACK
20
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CLEANOUT
STUB WATER SERVICE 10' PAST METER AND MARK
STUB SANITARY SERVICE 10' PAST PROPERTY LINE AND MARK
EXISTING
BUILDING
EXISTING OVERHEAD ELECTRIC
EXISTING STORM LINE
EXISTING SIDEWALK
EXISTING ASPHALT DRIVE
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EXISTING DRIVEWAY CUT
EXISTING GAS LINE
EXISTING ASPHALT DRIVE
EXISTING DRIVEWAY CUT
EXISTING FENCE
1" = 10'
1" = N/A
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:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
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01
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2
4
U24001
30
3
6
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3
LEGEND
1.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE
FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE
CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR
SHALL CONTACT THE ENGINEER.
2.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND
PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING
TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.
THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF
SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED
ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND
PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT
UTILITY LOCATIONS.
3.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE
PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE
CONTRACTOR SHALL COORDINATE WITH ALL UTILITY
PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO
MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING
BUILDINGS OR PROPERTIES.
4.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY
LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED
OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND
VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE
PROPOSED BUILDING SHALL BE COORDINATED WITH
APPROVED ARCHITECTURAL DRAWINGS.
5.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF
FORT COLLINS. ALL WATER AND SEWER CONSTRUCTION
SHALL BE PER CITY STANDARD CONSTRUCTION
SPECIFICATIONS, LATEST EDITION.
6.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE
4.5'. MAXIMUM COVER SHALL BE 5.5'.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM
SEPARATION BETWEEN ALL SANITARY SEWER & WATER
MAINS & SERVICES.
8.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
9.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
10.WATER SERVICES UP TO 1-1/2" SHALL BE TYPE K COPPER.
11.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION
AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY
PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
IRRIGATION LINE
SANITARY SERVICE
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM PIPE
RIP RAP
TELEPHONE LINE
OVERHEAD TELEPHONE LINE
FIRE HYDRANT
FIRELINE
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
GATE VALVE
FIBER, GAS, ELEC., TELE PEDESTAL
NOTES