HomeMy WebLinkAboutMAINSTREET HEALTH & WELLNESS SUITES - PDP - PDP140018 - PLANS - UTILITY PLANSF
S
G
E
COMM
x"W
T
W
SA
0' 50' 100'
SCALE: 1" = 50'
ASPEN
OVERALL UTILITY PLAN
17
17
LEGEND:
WV
WV
SHEET No:
MAINSTREET HEALTH &
WELLNESS SUITES
FORT COLLINS, COLORADO
PROJECT/ LOCATION:
DRAWING:
OF 21
CHECKED BY:
DESIGNED BY:
DRAWN BY:
REV. # DESCRIPTION OF REVISION: DATE: REVISED BY: APPROVED BY:
1
2
3
4
5
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7
PRELIMINARY
NOT FOR CONSTRUCTION
project no: 104-001
date: 12/23/14
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
J.Gooch
J.Gooch
J.Black
SA SA
SA
SA
SA
12'' W
24'' W
PRECISION DRIVE
PRECISION DRIVE
ZIEGLER ROAD
MAINSTREET SITE
(BY COLE)
PROP 2" IRRG SRVC POC:
EXTEND 2" IRRG LINE TO ROW
LINE (SEE PLANS BY COLE FOR
CONNECTION/ EXTENSION TO
ONSITE IRRG SRVC. LINE)
N 106051.18
E 210789.33
PROP 4" WATER SRVC: EXTEND
46 LF TO ROW LINE (SEE PLANS
BY COLE FOR CONNECTION/
EXTENSION TO ONSITE WATER
SRVC. LINE & METER)
N 106051.32
E 210794.32
PROP 6" FIRELINE POC
INSTALL 12" x 6" SWIVEL TEE W/ 6" GV
(N) & TB, & EXTEND 48 LF 6" DIP TO
ROW LINE (SEE PLANS BY COLE FOR
CONNECTION/ EXTENSION TO PROP
BUILDING)
N 106051.47
E 210799.32
EX 12" WATERLINE
EX SAN SWR MH: CONNECT PROP 8"
SAN SWR TO EX SAN SWR MH &
GROUT CONNECTION. EXTEND 8"
SAN SWR TO WEST, AS SHOWN.
EX UTIL ESMT.
PROP 9' UTIL ESMT. BY SEPARATE DOCUMENT,
RECEPTION #:______________________
PROP 6" SAN
SWR SRVC.
PROP 6" SAN
SWR SRVC.
PROP 12" WATERLINE POC: REMOVE
EX. PLUG & CONNECT PROP 12" PVC
WATERLINE TO EX 12" PVC WATERLINE
N 105856.93
E 211795.45
FUT 9' UTIL
ESMT.
EX UTIL
ESMT.
PROP 18" RCP STORM
SEWER FOR FUT
DEVELOPMENT
OUTLET STRUCTURE
(PLUG AND MARKER
TO BE INSTALLED AT
PIPE END)
30" RCP
30" RCP
30" RCP
PROP 18" RCP STORM SEWER (SEE ONSITE
PLANS BY COLE FOR CONNECTION TO
PROP WQCV/ DETENTION POND OUTLET
STRUCTURE)
PROP 5' DIA. STORM
SEWER MH
PROP 5' DIA. STORM
SEWER MH (TYP)
PROP 24" RCP
STORM SEWER
W/ FES
PROP TYPE 13
COMBO. INLET
RIPRAP
COBBLE
COBBLE
PROP 18" RCP STORM SEWER FOR
FUT DEVELOPMENT OUTLET
STRUCTURE (PLUG AND MARKER TO
BE INSTALLED AT PIPE END)
PROP 15'
TYPE R INLET
PROP 15'
TYPE R INLET
24" RCP
PROP 24" RCP STORM SEWER, FOR
OUTFALL TO FUT DEVELOPMENT'S
ONSITE WQCV/DETENTION POND
PROP 24" RCP STORM SEWER,
FOR OUTFALL TO FUT
DEVELOPMENT'S ONSITE
WQCV/DETENTION POND
PROP 4' DIA.
SAN SWR MH
(TYP)
3523%(1':7%
N 105856.18
E 211496.80
3523%(1':7%
N 105890.80
E 211320.42
9' UTILITY
EASEMENT
FUT 9' UTILITY
EASEMENT
3523%(1':7%
N 106026.66
E 210982.36
3523%(1':7%
N 106052.37
E 210829.48 PROP FH
N 106088.96
E 210866.73
PROP 6" SAN
SWR SRVC
PROP 6" SAN
SWR SRVC
PROP 6"
SAN SWR
SRVC
PROP 4' DIA.
SAN SWR MH
(TYP)
PROP 6"
SAN SWR
SRVC
12" PVC WATERLINE (364.33 LF)
12" PVC WATERLINE
12" PVC WATERLINE (298.66 LF)
PROP FH
N 105864.28
E 211379.68
PROP TYPE 13
COMBO. INLET
PROP 12" x 6"
SWIVEL TEE W/ 6"
GV (N) & TB
N106047.28
E 210859.72
12" PVC WATERLINE (124.36 LF)
12" PVC WATERLINE (237.84 LF)
CONNECT PROP 12"
WATERLINE TO EX
12" WATERLINE:
INSTALL 12" x 12"
TAPPING SADDLE,
12" GV (E), & TB
N 106044.34
E 210561.59
FUT 9' UTIL
ESMT.
PROP 9'
UTIL ESMT.
PROP 30" PVC C905
IRRG PIPE
(86.0 LF)
PROP PRIVATE 5'
DIA. IRRG MH
PROP PRIVATE
5' DIA. IRRIG
MH
PRIVATE 15' IRRG
ESMT.
PROP ELECTRIC LINE
PROP GAS LINE
PROP
ELECTRIC
LINE
PROP GAS
LINE
8" PVC SAN SWR
8" PVC SAN SWR
8" PVC SAN SWR
8" PVC SAN SWR
PROP 5' DIA. STORM
SWR MH: CONSTRUCT
NEW MH OVER
EXISTING STORM LINE
& GROUT INTERNAL
CONNECTION POINTS
EX IRRG ESMT.
RECEPTION# 2003-0147808
EX POUDRE SCHOOL
DISTRICT IRRG ESMT.
RECEPTION# 2003-0147808
EX IRRG ESMT.
RECEPTION# 98034200
EX IRRG ESMT.
RECEPTION# 98034200
EX POUDRE SCHOOL
DISTRICT IRRG ESMT.
RECEPTION# 2003-0147808
EX IRRG ESMT.
RECEPTION# 2003-0147808
EX POUDRE SCHOOL
DISTRICT IRRG ESMT.
RECEPTION# 2003-0147808
EX ROW
EX ROW
EX ROW
EX CONC
IRRG DITCH
EX CONC IRRG
DITCH TO BE
ABANDONED, SEE
COLE PLANS.
EX CONC IRRG
DITCH
EX CONC IRRG
DITCH TO BE
REMOVED
WITHIN THE
PROP ROW &
UTILITY ESMTS
EX 30" PVC
IRRG PIPE
EX 30" PVC
IRRG PIPE
EX 30" PVC
IRRG PIPE
EX STORM
SWR MH & 30"
RCP LINE
EX 8" SAN SWR LINE
TECHNOLOGY
PARKWAY
PRECISION DRIVE
MAINSTREET
PROPERTY LINE
(SEE PLAT)
EX ROW
EX ROW
FUTURE TECHNOLOGY PARKWAY
(116.45 LF)
12" PVC WATERLINE
(63.30 LF)
12" PVC WATERLINE (30.67 LF)
12" PVC WATERLINE (30.17 LF)
6" PVC
WATERLINE
(14.6 LF)
PROP 12"x 6"
SWIVEL TEE
W/ 6" GV (S)
& TB
N 105878.61
E 211382.53
6" PVC WATERLINE (42.3 LF)
PROP WQCV/ DETENTION POND
OUTLET STRUCTURE
(SEE DETAIL SHEET 21)
EX 30" RCP
STORM
SEWER
ZIEGLER ROAD
SAWCUT & REMOVE 430 SF OF EX
ASPHALT FOR STORM CONNECTION;
THEN, PROVIDE 430 SF ASPHALT PATCH.
SAWCUT & REMOVE
587 SF OF EX
ASPHALT FOR WATER
CONNECTION; THEN,
PROVIDE 587 SF
ASPHALT PATCH.
PROP FH
N 106598.57
E 210772.98
12" PVC WATERLINE (204.57 LF)
%(*,1+25=
DEFLECTION OVER
NEXT 44.28 LF TO
P.O.C.
N 106502.24
E 210594.79
CONNECT PROP 12"
WATERLINE TO EX 12"
WATERLINE: INSTALL 12"
x 12" TAPPING SADDLE,
12" GV (E), & TB
N 106501.17
E 210550.52
SAWCUT & REMOVE 586
SF OF EX ASPHALT & 10
LF EX C&G FOR WATER
CONNECTION; THEN,
PROVIDE 586 SF
ASPHALT PATCH &
REPLACE 10 LF OF 30"
C&G.
PROP TEMPORARY CONSTRUCTION & GRADING ESMT, &
UTIL. ESMT. BY SEPARATE DOCUMENT, RECEPTION
#:__________________________
PROPERTY CORNER
N=106604.75
E=211235.12
PROPERTY CORNER
N=105976.80
E=211235.14
PROP 20' UTIL ESMT
E
E
E
E
E
E
E E
G
G
G
G
G
G G
3523 %(1':7%
N 106502.24
E 210755.08
12" PVC WATERLINE (96.32 LF)
CONNECT PROP 12" WATERLINE TO EX 12" WATERLINE:
REMOVE EX FH ASSY. & EXTEND 12" PVC LINE TO
SOUTH AND RESET FH, AS SHOWN
N 106623.61
E 210755.07
PROP 24'
EMERGENCY
ACCESS ESMT.
PROP 30" PVC C905
IRRG PIPE
(39.5 LF)
PROP PRIVATE 5' DIA.
IRRG MH (TYP x 2)