HomeMy WebLinkAboutCROWNE ON TIMBERLINE - PDP - PDP130009 - PLANS - UTILITY PLANS (29)1 2
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18" RCP
18" RCP
18" RCP
18" RCP
18" RCP
24" RCP 24" RCP
18" RCP
15" RCP
24" RCP
MP
MP
MP
MP
MP
MP
F
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F
IRRG
IRRG
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RED WILLOW DRIVE
WILLINE WAY
NIMMIE DRIVE
BUCHSTANE PLACE
ROSEN DRIVE
PRAIRIE HILL DRIVE
FOSSIL CREEK
CIRCLE
TIMBERLINE ROAD
CORONA DRIVE
T
T
T
T
T
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18" RCP
24" RCP
18" RCP
24" RCP 24" RCP
24" RCP
PROPERTY BOUNDARY/
PROP ROW
PROPERTY BOUNDARY/
PROP ROW
PROPERTY
BOUNDARY/
EX ROW
EX SECTION LINE
EX ROW
PROP ROW
PROP ROW
PROPERTY
BOUNDARY/ EX ROW
PROP ROW
PROP ROW
PROPERTY BOUNDARY/
PROP ROAD CL
PROP 6' PRIVATE IRRIGATION ESMT.
PROP ROW/ PROPERTY
BOUNDARY
EX SECTION LINE
PROP 2" MILL & OVERLAY ASPHALT SECTION
(TYP), TO BE COMPLETED AFTER SANITARY
IMPROVEMENTS ARE COMPLETED
(SEE NOTE 10)
CONNECT PROP 8" WATERLINE
TO EX 8" WATERLINE
&25('5,//+2/(,11257+6,'(2)(;
MH. INSTALL PROP 12" PVC SANITARY SEWER
LINE AND CONTINUE NORTH, AS SHOWN.
PROVIDE NON-SHRINK GROUT AT CONNECTION
(SEE NOTE 10).
PROP 8" SANITARY SWR W/ MH
FOR FUTURE SERVICE TO WEST
PROP 8" WATERLINE W/
TEMP FIRE HYDRANT
PROP 12" PVC SAN SWR
PROP 12" PVC SAN SWR
EX 8" PVC SAN SWR
EX 12" PVC SAN SWR
3523
6$16:50+ 7<3
3523
6$1
SWR MH (TYP)
PROP 6" x 12" PVC SAN SWR SRVC. WYE
(TYP x 8, FOR LARGE BUILDINGS)
PROP 8" PVC WATERLINE
PROP 12" PVC SAN SWR
PROP 12" PVC SAN SWR
PROP 8" PVC WATERLINE
PROP 8" x 6" SWIVEL
TEE W/ 6" GV (E) & TB
PROP 8" CROSS W/
3-8" GV'S (N, W, E)
PROP 8" PVC WATERLINE
PROP 8" PVC SAN SWR
PROP FIRE
HYDRANT (TYP)
PROP FIRE
HYDRANT (TYP)
PROP FIRE
HYDRANT (TYP)
EX FIRE HYDRANT
EX FIRE HYDRANT
EX SAN SWR MH
(RAISE/ LOWER RIM TO
MATCH PROP GRADE)
PROP 8" PVC SAN SWR
PROP 8" PVC
SAN SWR
PROP 8" PVC
WATERLINE
PROP 8" PVC
WATERLINE
PROP 6" SAN
SWR SRVC. PROP 8" x 6"
SWIVEL TEE W/
6" GV (E) & TB
PROP 8" CROSS W/
3-8" GV'S (N, W, E)
PROP 8" x 6" SWIVEL
TEE W/ 6" GV (N) & TB
PROP 8" CROSS W/
3-8" GV'S (N, W, E)
PROP 8" WATERLINE W/
TEMP FIRE HYDRANT
PROP 15" RCP PRIVATE IRRG LINE
3523
35,9$7(,55*0+:&'27
CLOSE MESH GRATE & 2 INTERNAL
WATERMAN SLIDE GATES, PER DETAIL.
3523
35,9$7(,55*
MH W/ SOLID COVER
3523
,55*0+
6
W/ SOLID COVERS
PROP 15" RCP
PRIVATE IRRG LINE
PROP 15" RCP
PRIVATE IRRG
LINE
PROP 18" RCP
PRIVATE IRRG LINE
PROP 18" RCP IRRG LINE
PROP FIRE
HYDRANT (TYP)
PROP 8" x 6"
SWIVEL TEE W/
6" GV (E) & TB
PROP 8" PVC WATERLINE
PROP 8" PVC WATERLINE
CONNECT PROP 8" WATERLINE
TO EX 16" WATERLINE: INSTALL
8" x 16" TAPPING SADDLE & 8"
GV (W) w/ TB
PROP LIMITS OF STREET CUT
FOR WATERLINE CONNECTION
PROP WATER
QUALITY/ DETENTION
POND OUTLET
STRUCTURE
PROP 18" RCP
PROP 10' TYPE R
INLET (TYP x 2)
3523
PRIVATE IRRG
MH W/ SOLID
COVER
PROP 6" SAN SWR SRVC.
PROP 15" RCP
PRIVATE IRRG
LINE
PROP 6" FIRELINE (TYP)
PROP 3- 2" WATER
SRVCS. W/ METER PIT
(TYP)
PROP PRIVATE CDOT TYPE C
INLET W/ CLOSE MESH GRATE:
iINSTALL 2 INTERNAL WATERMAIN
SLIDE GATES, PER DETAIL.
PROP 15" RCP PRIVATE IRRG LINE
PROP NEENAH R-2580-A
AREA INLET
PROP 5' TYPE
R INLET
PROP 5' TYPE
R INLET
PROP 5' TYPE
R INLET
PROP 10' TYPE R INLET
PROP 1-1/2 " IRRG. SERVICE
EX ROW
PROP 12" PVC SAN SWR STUB W/ MH
FOR FUTURE SERVICE TO NORTH
PROP 6" x 12" PVC SAN SWR SERVICE WYE
(TYP x 8, FOR LARGE BUILDINGS)
PROP 4" PVC
SAN SWR SERVC
(TYP x 7)
PROP 3
4"
WATER SERVC
(TYP x 7)
PROP 4" PVC
SAN SWR SERVC
(TYP x 6)
PROP 3
4"
WATER SERVC
(TYP x 6)
PROP 4" PVC
SAN SWR SERVC
(TYP x 12)
PROP 3
4"
WATER SERVC
(TYP x 12)
EX FIRE
HYDRANT
&25('5,//+2/(,11257+6,'(2)(;0+,167$//3523
8" PVC SANITARY SEWER LINE AND CONTINUE NORTH, AS
SHOWN. PROVIDE NON-SHRINK GROUT AT CONNECTION.
PROP 8" PVC SAN SWR
3523
,55*0+
W/ SOLID COVER.
PROP MODIFIED CDOT TYPE C
INLET W/ WING WALLS: INSTALL
2 WATERMAN SLIDE GATES,
PER DETAIL.
PROP 18" RCP IRRG LINE
PROP 30" RCP (CL III)
(;
,55*0+:*5$7('&29(5
REMOVE CONC COVER AND GRATE; CUT MH
AND REMOVE TO 1' BELOW FG; REPLACE
COVER AND INSTALL SOLID MH COVER. SEE
GRADING PLAN & DETAIL.
PROP 8" TEE W/ 2-
8" GV's (N,E) & TB
PROP 8" PVC WATERLINE
PROP 8" PVC
WATERLINE
CONNECT PROP 8" WATERLINE
TO EX 8" WATERLINE
&25('5,//+2/(,11257+6,'(2)(;,55*
MH & INSTALL 15" RCP PRIVATE IRRG. LINE.
PROVIDE NON-SHRINK GROUT AT CONNECTION.
PROP 8" PVC WATERLINE STUB W/
PLUG FOR FUTURE SERVICE TO NORTH
PROP 8" TEE W/ 2-
8" GV's (W,S) & TB
PROP 8" x 6"
SWIVEL TEE W/
6" GV (S) & TB
EX SAN SWR MH: RE-FORM 12" INV
INTO BOTTOM OF EX MH & PLUG
SOUTH INV. W/ NON-SHRINK GROUT
(SEE NOTE 10).
CONNECT PROP 15" RCP TO EX 15" RCP W/
ELASTOMERIC BAND & STAINLESS STEEL
RETAINERS
3523
35,9$7(,55*0+:
SOLID COVER. INSTALL ECCENTRIC
CONE SO MH IS WITHIN ISLAND.
PROP 5' TYPE
R INLETS
PROP 5' TYPE
R INLETS
3523
STORM MH
(TYP)
PROP NEENAH R-2580-A
AREA INLET
PROP 5' TYPE
R INLET
PROP 5' TYPE R INLET
PROP 1-1/2 "
IRRG. SERVICE
PROP 15" RCP
PRIVATE IRRG LINE
PROP 8" WATERLINE W/
TEMP FIRE HYDRANT
CONNECT PROP 8" WATERLINE
TO EX 8" WATERLINE
PROP 8" PVC SAN SWR STUB W/ MH
FOR FUTURE SERVICE TO NORTH
3523
PRIVATE
IRRG MH W/
SOLID COVER 3523
PRIVATE
IRRG MH W/
SOLID COVER
18" RCP
24" RCP
18" RCP
18" RCP
18" RCP
24" RCP
PROP FIRE
HYDRANT (TYP)
EX ROW
PROP WETLAND PRE-
SEDIMENTATION BASIN
FOR LID MEASURE
(TYP)
PROP WETLAND PRE-
SEDIMENTATION BASIN
FOR LID MEASURE
(TYP)
PROP WETLAND PRE-
SEDIMENTATION BASIN
FOR LID MEASURE
(TYP)
PROP TRAFFIC SIGNAL POLE
(RELOCATED, AS CALLED
OUT IN DEMOLITION PLAN)
PROP ROW
PROP ROW
PROP AREA
INLET
PROP AREA
INLET
PROP AREA
INLET
PROP LOD
(TYP)
PROP LOD
(TYP)
PROP LOD
(TYP)
PROP LOD
(TYP)
PROP LOD
(TYP)
PROP LOD (TYP)
PROP LOD
PROP TEMP CONSTR. & GRADING ESMT.
BY SEPARATE DOCUMENT: RECEPTION
NO: _____________________
PROP UTIL ESMT. BY SEPARATE DOCUMENT:
RECEPTION NO: _____________________
PROP TEMP CONSTR. & GRADING ESMT. BY SEPARATE
DOCUMENT: RECEPTION NO: _____________________
PROP TEMP CONSTR. & GRADING ESMT. BY SEPARATE
DOCUMENT: RECEPTION NO: _____________________
PROP TEMP CONSTR. & GRADING ESMT. BY SEPARATE
DOCUMENT: RECEPTION NO: _____________________
PROP TEMP CONSTR. & GRADING ESMT. BY SEPARATE
DOCUMENT: RECEPTION NO: _____________________
SHEET No:
CROWNE ON TIMBERLINE
FORT COLLINS, COLORADO
PROJECT/ LOCATION:
DRAWING:
OF 20
CHECKED BY:
DESIGNED BY:
DRAWN BY:
REV. # DESCRIPTION OF REVISION: DATE: REVISED BY: APPROVED BY:
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PRELIMINARY
NOT FOR CONSTRUCTION
project no: 501-001
date: 05/15/13
OVERALL UTILITY PLAN
C-011
J.Gooch
J.Gooch
J.Gooch
11
0' 60' 120'
SCALE: 1" = 60'
ASPEN
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
MEMBER UTILITIES.
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
LEGEND:
F
G
S
MP
D
E E
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COMM COMM
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8"SA
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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.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Michael D. DiTullio, Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
IRRG