HomeMy WebLinkAboutRIDGEWOOD HILLS AMENDMENT TRACT B - MA210028 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (2)EX SANITARY MH
RIM=5101.43
INV NW=5090.24
INV NE=5090.20
EX SANITARY MH
RIM=5075.75
INV E=5067.17
INV SW=5072.65
INV SW=5067.52
EXISTING INLET AND
STORM DRAINS
EX SANITARY MH
RIM=5101.46
INV NE=5091.40
INV SW=5091.53
CUT INTO EXISTING WATER MAIN
NEW 8" X 8" TEE W/ T.B. AND TWO
(2) 8" GATE VALVES
8" X 6" TEE W/ TB
6" GV & 8" GV
81.21 LF 8" PVC SEWERLINE
72.59 LF 8" PVC
WATERLINE
SMH-3
22.8 LF 12" HDPE STORM DRAIN
43.5 LF 12" HDPE
STORM DRAIN
109.7 LF 15" HDPE
STORM DRAIN
330 LF 4" PERFORATED PIPE,
SEE LID PLANS
SAWCUT AND REPLACE
EXISTING PAVEMENT
IN THIS AREA
XX LF 24" HDPE STORM DRAIN
217.8 LF 4" SLOTTED PVC PIPE,
SEE LID PLANS
8" X 6"
TEE W/
TB
6" GV
90 DEG. BEND W/
TB AND 8" GV
SMH-2
45.9 LF 12" HDPE
STORM DRAIN
EX SANITARY MH
RIM=5087.07
INV NW=5076.63
INV NE=5076.50
INV SW=5076.60
4" FIRE LINE
1-1/2" WATER
SERVICE
HYDRANT ASSEMBLY
IRRIGATION CONTROLLER
1.5" WATER IRRIGATION
SERVICE W/ METER
4" FIRE LINE
1-1/2" WATER SERVICE
4" SEWER SERVICE
9'
E
X
I
S
T
I
N
G
U
&
D
E
9'
E
X
I
S
T
I
N
G
U&
D
E
6'EXISTINGU&DE76'
R
O
W
30'U,D
,A
,EAE
3
0
'
U,
D
,
A
,
E
A
E
30'U,D,A,EAE6' EXISTINGU&DE30' DE30'U,D,A,EAEEXISTIG 57' ROW
30'
U,D,A,
E
A
E9'U&DE5'3' ACCESSEASEMENT
R5
1
'
AE 30'U,D
,A
,EAE
BUILDING B
BUILDING C
BUILDING D
BUILDING E
BUILDING F
UPPER RAIN GARDEN
4" SEWER
SERVICE
4" FIRE LINE
1-1/2" WATER SERVICE
4" SEWER SERVICE
HYDRANT ASSEMBLY
4" SEWER SERVICE
EX SANITARY MH
RIM=5081.77
INV NE=5074.65
INV SW=5074.84
149.34 LF 8" PVC
WATERLINE
4" FIRE LINE
3/4" WATER SERVICE
1-1/2" WATER SERVICE
79 LF 12" HDPE
STORM DRAIN
168.14 LF 8" PVC
SEWERLINE
8" X 4" TEE W/ TB 4" GV
8" X 4" TEE
W/ TB 4" GV
8" X 4" TEE
W/ TB 4" GV
8" X 4" TEE
W/ TB 4" GV
EXISTING 1-1/2"
WATER SERVICE
10' TYPE 'R' INLET
MANHOLE LID-1
12" HDPE FES
OUTLET CONTROL
STRUCTURE - 1
10' TYPE "R" INLET
MANHOLE LID-2
OUTLET CONTROL
STRUCTURE - 2
111.8 LF 12" HDPE
STORM DRAIN63.3 LF 12" HDPE
STORM DRAIN
161.2 LF 15" HDPE
STORM DRAIN
98.2 LF 12" HDPE
STORM DRAIN
156.52 LF 12" HDPE
STORM DRAIN
10.6 LF 12" HDPE
STORM DRAIN
31.4 LF 12" HDPE
STORM DRAIN
12.0 LF 12" HDPE
STORM DRAIN
96.5 LF 12" HDPE
STORM DRAIN
24.5 LF 12" HDPE
STORM DRAIN
106.0 LF 12" HDPE
STORM DRAIN
1.7 LF 12" HDPE
STORM DRAIN
8.4 LF 12" HDPE
STORM DRAIN
95.8 LF 12" HDPE
STORM DRAIN
32.7 LF 12" HDPE
STORM DRAIN
1.2 LF 12" HDPE
STORM DRAIN
40.5 LF 12" HDPE
STORM DRAIN
EXISTING
RELOCATED FIRE
HYDRANT
376.62 LF 8" PVC
WATERLINE
215.28 LF 8" PVC
SEWERLINE
SMH-4
EXISTING 8 X 8 TEE
EXISTING 8" WATER LINE
EXISTING 4"
FIRE LINE
EXISTING 1-1/2"
WATER SERVICE
EXISTING 4"
FIRE LINE
EXISTING 4"
SEWER
SERVICE
EXISTING 4"
SEWER
SERVICE
EXISTING FIRE
HYDRANT
4" SEWER SERVICE
4" SEWER
SERVICE
4" SEWER
SERVICE
LOWER RAIN
GARDEN30' DE50' DEFFE
5100.30
FFE
5094.20
FFE
5089.00
FFE
5084.10
FFE
5095.50
FFE
5092.50
FFE
5099.37
FFE
5099.52
FFE
5099.37
FFE5094.25FFE5093.75FFE5093.25FFE5092.75FFE5092.25FFE5091.75FFE509
1
.
9
5
FFE509
1
.
7
5
FFE509
1
.
5
5
FFE509
1
.
3
5
FFE509
1
.
1
5
FFE509
0
.
9
5
TR
I
ANG
L
E
DR
I
V
E
AVONDALE ROADSHELTER
FFE = 5091.75
SPORTS COURT
FFE = 5090.50DOG PARK
TOT-LOT
10 LF 4" SOLID PVC PIPE
16.5 LF 12" HDPE STORM DRAIN
MANHOLE LID-3
12" HDPE FES
BUILDING A
Sheet:
Of:
Date:
Job No:
Drawn:
Design:
Scale:
Checked:NODATEBYCHKREVISIONSDESCRIPTION1234566614 E. Brilliant Sky, Dr.Scottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: saraZ:\Shared\Projects\111 Owen Consulting\111-2001FC Ridgewood Hills North\AutoCAD\111-2001FC Ridgewood Hills Tract B MA - 02\DWG\FUP\07 UTILITY PLAN.dwgFILE LOCATION:10/31/2022 11:59 AMPLOT DATE:07 UTILITY PLAN10/28/20222ND RESUBMITTAL - NO CLUBHOUSEMARCH 25, 2021
RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO 287 LEGEND
PROPOSED STORM DRAIN
WITH MANHOLE
PROPOSED STORM INLET
PROPOSED SANITARY SEWER
WITH MANHOLE
PROPOSED WATERLINE WITH
VALVE & FIRE HYDRANT
PROPOSED WATERLINE TAP METER
PROPOSED FIRELINE TAP
PROPOSED IRRIGATION LINE
WITH METER
EXISTING SANITARY SEWER
EXISTING WATERLINE
EXISTING STORM DRAIN PIPE
UTILITY NOTES
1.ALL SANITARY SEWER PIPE IS 8" PVC SDR-35, UNLESS NOTED OTHERWISE..
2.ALL SANITARY SEWER, WATER AND STORMWATER CONSTRUCTION SHALL
CONFORM TO SOUTH FORT COLLINS SANITATION DISTRICT, FORT
COLLINS-LOVELAND WATER DISTRICT, AND CITY OF FORT COLLINS STORMWATER
DEVELOPMENT, RESPECTIVELY CONSTRUCTION STANDARDS AND DETAILS.
3.ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III OR BETTER UNLESS
NOTED OTHERWISE.
4.ALL WATERLINE TO BE CONSTRUCTED A MINIMUM OF 5' AND A MAXIMUM OF 6' (5'
TYPICAL) BELOW FINISHED GRADE UNLESS OTHERWISE NOTED.
5.ALL WATERLINE SERVICES TO BE SIZED AS SHOWN ON THE UTILITY PLANS.
6.PROVIDE 10' HORIZONTAL CLEARANCE BETWEEN WATER AND SEWER PIPES.
7.SEE UTILITY PLANS FOR EASEMENT DELINEATION, DIMENSIONS AND DETAILS.
8.SEE UTILITY DETAIL SHEETS FOR SERVICE CONNECTION DETAILS.
9.REDUCED PRESSURE PRINCIPLE (RP) BACK-FLOW-PREVENTION-DEVICES TO BE
INSTALLED ON THE FIRE LINE RISERS AND DOMESTIC WATER SERVICES.
10.TELEPHONE AND CATV TO BE INSTALLED IN COMMON TRENCH WITH POWER.
NORTH
0
SCALE:1" = 30'-0"
15'30'60'90'