HomeMy WebLinkAboutKECHTER FARM MIXED-USE TOWNHOMES - FDP210021 - DOCUMENT MARKUPS - ROUND 1 - UTILITY PLANSVAULT
F.O.
D
S FOFOFOFOFOFOX XXXXXXXXXFO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO FO FO FO FO
FOEAST TRILBY ROAD
ZIEGLER ROADD
D
D
SSS
W
WWW
WSSSSSSS
SSSSSSS
SSSSS S
SSSSGGGGGG G G G G GGGGGGGGGGGGGGGGGGGGEEEE
E
E
E
E
E
E E E
E
E
E
E E E E
E
EEEEEEVAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULTELECEVAULT
ELEC
VAULT
ELEC W24'
-
SANITARY SEWER A(W) (PRIVATE)
SEE SHEET SS1
SANITARY SEWER A(E) PRIVATE
SEE SHEET SS2
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A(S)
SEE SHEET ST2
STORM DRAIN A2-2
SEE SHEET ST4
SANITARY SEWER A3 (PRIVATE)
SEE SHEET SS1
1.5" WATER SERVICE
&METER (TYP.)
4" SANITARY SERVICE (TYP.)
CONNECT TO EXISTING
SANITARY SEWER MANHOLE
CONNECT TO EXISTING
36" STORM DRAIN
PROJECT BOUNDARY
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5
BUILDING 6
33.13 LF 8" PVC
S45°00'00"E 34.60 LF 8" PVC
S44°59'50"E
29.66 LF 8" PVC
S44°59'32"E
131.23 LF 8" PVC
S89°59'58"E
64.77 LF 8" PVC
S00°00'25"W
100.97 LF 8" PVC
S89°47'23"E125.72 LF 8" PVCS00°00'00"E9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
STORM DRAIN A2-5.1
SEE SHEET ST4
STORM DRAIN A(S)-1
SEE SHEET ST2
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
GAS LINE
(SIZING TO BE DETERMINED)
GAS LINE
ELECTRIC
LINE
UNDERGROUND ELECTRIC VAULT (TYP.)
27' UTILITY
EASEMENT
STA. 10+00.00
CONNECT TO EXISTING
8"x8" TAPPING SLEEVE
8" TAPPING VALVE w/ TB (S)
N:100484.01
E:210221.88
STA. 11+58.85
45.00° BEND
N:100334.86
E:210245.31
STA. 14+39.55
45.00° BEND
N:100310.40
E:210515.88
STA. 15+33.98
45.00° BEND
N:100224.65
E:210536.84
STA. 11+25.72
45.00° BEND
N:100358.29
E:210221.88
STA. 15+04.32
45.00° BEND
N:100245.62
E:210515.87
STA. 12+90.07
8"x6" TEE w/ TB
1 - FH ASSEMBLY (N)
1 - 6" GV (N)
1 - 8" GV (E)
N:100334.86
E:210376.53
STA. 16+34.95
CONNECT TO EXISTING
8"x8" TAPPING SLEEVE
8" TAPPING VALVE w/ TB (W)
N:100224.28
E:210637.81STORM DRAIN A2-5
SEE SHEET ST4
R15'
R15'
R15'
R14'
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 25
OU1 OVERALL UTILITY PLAN5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS-LOVELAND WATER
DISTRICT DESIGN STANDARDS, LATEST EDITION, INCLUDING STANDARDS RELATED
TO THE WATER SERVICES UP TO 5' DOWN STREAM OF THE METER PIT.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A MINIMUM OF 5' AND MAXIMUM OF 6' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
12.ALL WATER AND SEWER MAINS, WATER AND SEWER SERVICE LATERALS MUST BE A
MINIMUM 10' FROM ALL TREE TRUNKS AND 5' FROM ALL LIGHT POSTS
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED UNDERGROUND ELECTRIC VAULT VAULT
ELEC
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R