Am4 Attach08 05.28.20 Water Addendum #2.pdf
PDF 12 MB Posted
- Attached to
- USFS Colorado Springs Air Tanker Base
- Solicitation number
- 1282BH20R0003
About this file
This document is an addendum to construction plans for a water utility project to support the USDA Forest Service Colorado Springs Airtanker Base. The addendum removes several proposed items from the project scope, including a 6-inch fire line, 1-inch and 2-inch domestic water lines, fire hydrant FH-2, and all associated valves and fittings. These removed items will instead be constructed as part of separate plans for the USFS Airtanker Base project to be submitted later by the engineering firm Robert Peccia & Associates. The water utility project construction plans show water and sanitary sewer infrastructure to serve the Airtanker Base, including over 2,100 feet of 12-inch water main along Milton E. Proby Parkway, fittings, valves, fire hydrants, utility crossings, and service connections. Colorado Springs Utilities provides approval of the plans.
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MILTON E. PROBY
PARKWAY AIRPORT EXIT
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MILTON E. PROBY PARKWAY
COLORADO SPRINGS
AIRPORT TERMINAL
INTEGRATION LOOP
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BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 1"
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02/24/2020
BENCHMARK
VICINITY MAP
SCALE 1" = 2000'
COLORADO SPRINGS AIRPORT
COSA USFS
WATER CONSTRUCTION PLANS
LOCATED IN A PORTION OF SECTIONS 4, 5 AND 6 OF TOWNSHIP 15 SOUTH, RANGE 65 WEST, ALL OF THE 6TH
PRINCIPAL MERIDIAN, LOCATED IN THE CITY OF COLORADO SPRINGS, COUNTY OF EL PASO, STATE OF COLORADO
SHEET INDEX
C O
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CSFD ACCEPTANCE
ALL FIRE HYDRANTS SHALL BE INSTALLED ACCORDING TO COLORADO
SPRINGS UTILITIES' WATER LINE EXTENSION AND SERVICE STANDARDS.
THE NUMBER OF HYDRANTS AND HYDRANT LOCATIONS AS SHOWN ON THIS
WATER PLAN ARE CORRECT AND ADEQUATE TO SATISFY THE FIRE
PROTECTION REQUIREMENTS AS SPECIFIED BY THE CITY OF COLORADO
SPRINGS FIRE DEPARTMENT.
SIGNED: ____________________________________________________________
CSFD, DIVISION OF THE FIRE MARSHAL
CSFD PLAN REVIEW NO.: _______________________________________
ACCORDING TO CALCULATIONS REVIEWED BY COLORADO SPRINGS UTILITIES, THE THEORETICAL AVAILABLE FIRE FLOW AT
EACH FIRE HYDRANT NODE UNDER MAXIMUM DAY DEMAND CONDITIONS WITH A 20 PSI RESIDUAL IS AS FOLLOWS (ACTUAL
FIRE FLOW MAY VARY DUE TO VARIOUS PARAMETERS):
NODE
FIRE FLOW
(GPM)
PSI @ MDD
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
PROJECT INFORMATION
FIRE FLOW INFORMATION
APPROVAL BLOCKS
ABBREVIATIONS
BO
B.O.P.
BV
CL
CRA
CTRB
DC
DEF
DIP
DTL
ESMT
EX
FH
GV
H BEND
HORIZ
I
BLOW-OFF
BOTTOM OF PIPE
BUTTERFLY VALVE
CENTERLINE
CONCRETE REVERSE ANCHOR
CONCRETE THRUST REACTION BLOCK
DEFLECTION COUPLING
DEFLECTION
DUCTILE IRON PIPE
DETAIL
EASEMENT
EXISTING
FIRE HYDRANT
GATE VALVE
HORIZONTAL BEND
HORIZONTAL
INVERT
LF
MJR
PIC
PR
PRV
PVC
RDWY
SD
SS
SSC
SSMH
STA
T.O.P.
TYP
V BEND
WL
X-ING
LINEAR FEET
MECHANICAL JOINT RESTRAINT
PUBLIC IMPROVEMENT CORRIDOR
PROPOSED
PRESSURE REDUCING VALVE
POLYVINYL CHLORIDE
ROADWAY
STORM DRAIN
SANITARY SEWER
SOLID SLEEVE COUPLING
SANITARY SEWER MANHOLE
STATION
TOP OF PIPE
TYPICAL
VERTICAL BEND
WATERLINE
CROSSING
LEGEND
8''SS
8''W
PR BEND FITTINGS
PR TEE & CROSS FITTINGS
PR FIRE HYDRANT
PR VALVE
CROSSING
PR REDUCER
PR PLUG
PR TEMPORARY BLOWOFF
PR 8" WATERLINE EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PR SANITARY SEWER & MANHOLE
(SIZE AS NOTED ON PLANS)
8''SS
EX SANITARY SEWER & MANHOLE
(SIZE AS NOTED ON PLANS)
8''W
PR WATERLINE
(SIZE AS NOTED ON PLANS)
8''W
EX WATERLINE
(SIZE AS NOTED ON PLANS)
PR STORM DRAIN
(SIZE AS NOTED ON PLANS)
EX STORM DRAIN
(SIZE AS NOTED ON PLANS)
COSA ROADWAY, PROPERTY LINE
EASEMENT
COLORADO SPRINGS UTILITIES
WATER CONSTRUCTION PLAN APPROVAL
PROJECT NUMBER: ______________
CSU SHEET _____ OF _____
APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND
APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD.
PROJECT TEAM
OWNER
COLORADO SPRINGS AIRPORT
7770 MILTON E. PROBY PARKWAY, SUITE 550
COLORADO SPRINGS, CO 80916
CONTACT: TROY STOVER
(719) 550-1967
CIVIL ENGINEER
ENERTIA CONSULTING GROUP, LLC
1529 MARKET STREET, SUITE 200
DENVER, CO 80202
CONTACT: BONNER GILMORE
(303) 875-7131
AVIATION ENGINEER
RS&H
7800 E. UNION AVE, SUITE 700
DENVER, CO 80237
CONTACT: ARLANDO GILBERT, PE
(303) 409-7956
SURVEYOR
POLARIS SURVEYING, INC.
1903 LELARAY STREET, SUITE 102
COLORADO SPRINGS, CO 80909
CONTACT: RANDALL HENCY, PLS
(719) 448-0844
SHEET NO DESCRIPTION
COVER SHEET
GENERAL NOTES
OVERALL UTILITY PLAN
WAT-1.0 STA: -1+00 - 11+00
WAT-1.0 STA: 11+00 - 23+00
WAT-2.0 STA: 0+00 TO 9+00
WATER DETAILS
FEB. 24, 2020
BENCH MARK: #5 REBAR LOCATED APPROXIMATELY 75' SOUTHEAST OF THE SOUTHEAST CORNER OF THE LIFT STATION
BUILDING MARKED WITH 4' CROSS LATH.
NORTHING: 62654.52
EASTING: 29107.44
ELEVATION: 5924.01
DATUM: NAVD 88
FIMS MAP NUMBER: Q-40
TAX SCHEDULE NO.: 5400000211 (A PORTION 0F)
PRESSURE ZONE: HIGHLINE
MAX STATIC PRESSURE: 135 PSI
UTILITY DESIGN CAD FILE NO.: N/A
DEVELOPMENT PLAN NO.: N/A
PLAT REC. NO.: 94150256
PUBLIC UTILITY EASEMENT REC. NO.: N/A
NOTICE OF PRIVATE WATER SYSTEM REC. NO.: N/A
2019-W185
FH-1 (DHA) 2,800
FH-2 (DHB) 3,000
SIGNED: ____________________________________________________________
OWNER/DEVELOPER
TROY STOVER_______________________________________________
OWNER/DEVELOPER (PRINT NAME)
DBA: COLORADO SPRINGS AIRPORT________________________________
ADDRESS: 7770 MILTON E. PROBY PKWY, SUITE 50_______________________
COLORADO SPRINGS, CO 80916______________________________
PHONE: (719) 550-1967______________________________________________
EMAIL: TSTOVER@SPRINGSGOV.COM________________________________
DATE: 02/24/2020________________
OWNER/DEVELOPER PLAN APPROVAL
THE UNDERSIGNED OWNER/DEVELOPER AGREES THAT THEY SHALL, AT THEIR EXPENSE, BE SOLELY RESPONSIBLE FOR 1)
THE INSTALLATION OF THE PROPOSED UTILITY INFRASTRUCTURE IN ACCORDANCE WITH THESE PLANS, AND 2) ALL
DAMAGES AND DEFECTS ARISING FROM, OR RELATED TO, THE INSTALLATION, MAINTENANCE OR OPERATION OF THE PUBLIC
UTILITY INFRASTRUCTURE FROM THE DATE OF PRELIMINARY ACCEPTANCE FOR A PERIOD OF TWO YEARS, OR UNTIL FINAL
ACCEPTANCE, WHICHEVER IS LATER.
THE UNDERSIGNED UNDERSTANDS THAT ALL PRIVATE UTILITY INFRASTRUCTURE, AS INDICATED ON THESE PLANS, SHALL
REMAIN THE PROPERTY OF THE OWNER AND SHALL BE MAINTAINED BY THE OWNER, AS REQUIRED BY COLORADO SPRINGS
UTILITIES' LINE EXTENSION AND SERVICE STANDARDS.
PUBLIC FACILITIES PROPOSED PRIVATE FACILITIES PROPOSED
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GENERAL:
1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL MEET COLORADO SPRINGS UTILITIES' WATER
LINE EXTENSION AND SERVICE STANDARDS (WATER LESS).
2. THE CONTRACTOR SHALL OBTAIN LOCATES PRIOR TO ANY EXCAVATION.
3. COLORADO SPRINGS UTILITIES DOES NOT GUARANTEE THE ACCURACY OF LOCATIONS OF EXISTING
PIPELINES, HYDRANTS, VALVES AND SERVICE LINES. IF FIELD CONDITIONS ARE FOUND TO BE
DIFFERENT THAN SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE INSPECTOR AND THE
ENGINEER OF RECORD IMMEDIATELY.
4. NO TREES OR STRUCTURES ARE PERMITTED WITHIN FIFTEEN FEET (15') OF A WATER MAIN.
5. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY FACILITIES AS A RESULT OF HIS
ACTIONS. THE CONTRACTOR SHALL MAKE ALL THE REQUIRED REPAIRS IMMEDIATELY TO THE
SATISFACTION OF COLORADO SPRINGS UTILITIES.
6. ALL FIELD STAKING SHALL COMPLY WITH THE WATER LESS.
7. THE CONTRACTOR SHALL MAKE THEIR BEST EFFORT TO ENSURE THAT WATER SERVICE TO ADJACENT
PROPERTIES IS MAINTAINED DURING CONSTRUCTION.
8. CORROSION PROTECTION MEASURES SHALL COMPLY WITH THE WATER LESS.
9. NO SERVICE TAPS WILL BE ALLOWED UNTIL THE MAIN IS EXTENDED TO THE NEXT MAIN-LINE VALVE.
10. NO SERVICE TAPS SHALL BE MADE UNTIL AUTHORIZATION HAS BEEN GRANTED BY THE COLORADO
SPRINGS UTILITIES' INSPECTOR.
11. ALL BENDS SHALL BE FIELD STAKED PRIOR TO CONSTRUCTION AND THE STATIONING ON THE FIELD
STAKES SHALL MATCH THE STATIONING ON THE PLANS.
12. FIELD MODIFICATIONS TO A FIRE SERVICE LINE OR FIRE HYDRANT DESIGN OR LOCATION MAY NEED TO
BE APPROVED BY THE DESIGN ENGINEER, COLORADO SPRINGS FIRE DEPARTMENT AND COLORADO
SPRINGS UTILITIES, AS REQUIRED BY THE INSPECTOR.
13. REUSE OR SALVAGE OF ANY MATERIAL IS LEFT TO THE DISCRETION OF THE COLORADO SPRINGS
UTILITIES INSPECTOR.
14. ALL TRENCH BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 206 OF THE CITY
OF COLORADO SPRINGS STANDARD SPECIFICATIONS MANUAL.
15. ALL WATER SERVICE LINES SHOULD ENTER THE BUILDING WITHIN 3 FEET OF AN EXTERIOR WALL.
EXPOSED WATER PLUMBING SHALL BE MINIMIZED INSIDE THE BUILDING PRIOR TO THE WATER METER
AND/OR APPROVED BACKFLOW PREVENTION ASSEMBLY OR METHOD.
ANY EXISTING STUBS AND APPURTENANCES THAT WILL NOT BE USED SHALL BE
REMOVED AND REPLACED WITH AN ACCEPTABLE SECTION OF MAIN AT THE EXPENSE OF
THE CONTRACTOR.
A CONNECTION TO AN EXISTING STUB IS PROPOSED. COLORADO SPRINGS UTILITIES
DOES NOT GUARANTEE THE ACCURACY OF THE DEPTHS OR LOCATIONS OF EXISTING
STUBS SHOWN ON ANY “AS-BUILT” DRAWINGS.
A WATER STUB-OUT(S) IS/ARE PROPOSED. COLORADO SPRINGS UTILITIES DOES
NOT GUARANTEE THAT THE DESIGN OR INSTALLATION OF THE PROPOSED WATER
STUB-OUT WILL MEET FUTURE DEVELOPMENT NEEDS.
A WATER QUALITY PLAN HAS BEEN APPROVED FOR THIS PROJECT
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WATER PLAN NOTES
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WATER PROJECT - SPECIFIC NOTES
COLORADO SPRINGS UTILITIES
WATER CONSTRUCTION PLAN APPROVAL
APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND
APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD.
FEB. 24, 2020
AutoCAD SHX Text THE CONTRACTOR SHALL NOTIFY COLORADO SPRINGS UTILITIES' INSPECTIONS OFFICE 719-668-4658 A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION.
AutoCAD SHX Text 1.
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EXISTING 12" DI PUBLIC
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(PN:1996-S185)
EXISTING 12" PVC PUBLIC
SANITARY SEWER
(PN:1994-S115)
EXISTING 16" DIP WL
(PN: NONE)
PROPOSED 12" WATER
PROPOSED 12" WATER
PROPOSED 8" SANITARY SEWER.
SEE WASTEWATER PLANS
PREPARED BY ENERTIA
CONSULTING GROUP, LLC.
PROPOSED DE-ICE
POND OUTLET WORKS-
SEE DE-ICE APRON
PLANS BY RS&H
20' MAINTENANCE ROAD
SEE DETAIL ON SHEET 7.
CONNECT TO
EXISTING 16" WATER
CONNECT TO
EXISTING 16" WATER
PROPOSED HYDRANT
FH-1 TEMPORARY BLOWOFF
EXISTING 16" DIP WL
(PN: NONE)
EXTEND EXIST 24" SD. SEE
DE-ICE APRON PLANS BY
RS&H
EXISTING SANITARY
SEWER MANHOLE
(PN:199-S185)
EXIST EMERGENCY
SPILLWAY. DO NOT DISTURB.
EXISTING 16" DIP WL
(PN: NONE)
EXISTING 16" DIP WL
(PN: NONE)
PROPOSED HYDRANT
FH-2
SAN-1.0
SA
N
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EXISTING 60" & 30" SD
EXISTING 30" SD
EXISTING PAVED ROAD
PR 30" SD. SEE DE-ICE
APRON PLANS BY RS&H
PROPOSED 8" SANITARY SEWER.
SEE WASTEWATER PLANS
PREPARED BY ENERTIA
CONSULTING GROUP, LLC.
PROPOSED 8" SANITARY SEWER.
SEE WASTEWATER PLANS
PREPARED BY ENERTIA
CONSULTING GROUP, LLC.
4" FIRE LINE-SEE CIVIL
PLANS BY RPA.
2" DOMESTIC LINE-SEE
CIVIL PLANS BY RPA.
1" DOMESTIC LINE-SEE
CIVIL PLANS BY RPA.
EXISTING 12" DIP WL
(PN: 2006-W051)
EXISTING 18" CULVERT
PROPOSED 36" SD.
SEE DE-ICE APRON
PLANS BY RS&H
PROPOSED 15" ARCH RCP.
SEE RPA STORM DRAIN
PLANS.
EXISTING 60"
STORM DRAIN
30' PIC
50' PIC
50' PIC
EX 50' PIC (APPROX)
FIMS#800171 (MAY 1, 2006)
30' PIC
30' PIC
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COLORADO SPRINGS
AIRPORT TERMINAL
INTEGRATION
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FEB. 24, 2020
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GirtenA Text Box 2 5/28/20 Remove 6" Fire line, 1" and 2" Domestic Services, and FH-2
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GirtenA Text Box Addendum #2 2 Sanitary Sewer Project No. 2019-S086 Water Project No. 2019-W185 Sheets 3 and 6 are provided as Addendum #2 to remove the proposed 6" Fire line, 1" Domestic Line, 2" Domestic Line, Fire Hydrant #2 and all associated valves and fittings from this project scope of work. These items will be constructed as part of the USFS Airtanker Base plans to be submitted by Robert Peccia & Associates Inc. (RPA) at a later date.
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EXISTING 16" DIP WL
(PN: NONE) 20' MAINTENANCE ROAD
SEE DETAIL SHEET 7
12" GV W/MJR
10+49.76, 0.00'
CONNECT TO EX 16" WL
16"X12" SWIVEL TEE W/CTRB & MJR
0+07.55, 0.00'
16" BV W/ MJR
0+07.54, 5.00' R
16" BV W/ MJR
0+07.55, 4.99' L
EXISTING EDGE OF ASPHALT
EXISTING 16" DIP WL
(PN: NONE)
PR 24" SD X-ING
STA: 4+21.32
PR 30" SD X-ING
STA: 1+07.60
12" GV W/MJR
(0° V DEF)
0+03.40, 0.00'
12" HDC (0.5° V DEF)
4+31.41, 0.00'
22.5° H BEND W/MJR
8+29.79, 0.00'
22.5° H BEND W/MJR
9+74.31, 0.00'PROPOSED 8" SANITARY SEWER - SEE
WASTEWATER PLANS PREPARED BY
ENERTIA CONSULTING GROUP, LLC.
PROPOSED 30" CULVERT -
SEE DE-ICE APRON PLANS
(SHEET C504) PREPARED BY
RS&H, Inc.
EXTEND EXIST 24" SD.
SEE DE-ICE APRON PLANS
(SHEET C504) PREPARED BY
RS&H, Inc.
50' PIC
30' PIC
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5
PROFILE: WAT-1.0 STA: -1+00 TO 11+00
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
20 LF~ 12" WL @ 0.89%
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EXISTING GROUND
@ CL OF PIPE
2'
ASSUMED PROPOSED
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PROPOSED STORM CULVERT
(SEE DE-ICE APRON PLANS BY RS&H)
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331 LF~ 12" WL @ 0.00%
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5' MIN
SECONDARY CONTAINMENT PER NOTE 4.
INSTALL PER DETAIL A7-1 OR PROVIDE OTHER
SECONDARY CONTAINMENT (E.G. FLOW FILL).
" H
DC
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D
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B.O.P. = 6056.87
PR 30" STM X-ING
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.00
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B.O.P. = 6052.77
PR 24" STM X-ING
69 LF~ 12" WL @ 0.89%
330 LF~ 12" WL @ 0.89%
145 LF~ 12" WL @ 0.89%
.5°
H B
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, 0 .00
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4.2
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H B
EN
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ST
A:
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T.
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P
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=6
5.5
6.1'97 LF~ 12" WL @ 4.63%
PROPOSED STORM CULVERT EXTENSION
(SEE DE-ICE APRON PLANS BY RS&H)
C O
SA
U
SF
S
W A
TE
R
C O
N
ST
R U
C
TI
O N
P
LA
N S
C O
L O
R A
R
I N
G S
C
O L O
R A
D O
D A
T E
N O
A
M E
N D
M E
N T
DATE
SHEET
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 1"
OF
COLORADO SPRINGS UTILITIES
WATER CONSTRUCTION PLAN APPROVAL
APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND
APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD.
02/24/2020
W A
T- 1.
ST
A : 1
1+
+0
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
PLAN:
HORIZONTAL SCALE: 1" =
WAT-1.0 STA: -1+00 - 11+00
50' WATER NOTES
1. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION. DEPTHS AT CONNECTION TO ALL EXISTING WATER LINES
SHALL BE VERIFIED BY THE CONTRACTOR AS A FIRST ORDER OF WORK. THE
CONTRACTOR SHALL REPORT ANY DISCREPANCY TO THE ENGINEER.
2. ALL PIPE LENGTHS SHOWN ARE THREE DIMENSIONAL LENGTHS.
3. PIPE MATERIALS. 12-INCH WATER SHALL BE PVC C900 AND 16-INCH WATER SHALL
BE PVC C905. ALL WATER LOWERINGS SHALL BE DONE WITH THE SAME MATERIAL
SPECIFIED ABOVE.
4. SECONDARY CONTAINMENT SHALL BE BY PLACING A SINGLE JOINT OF PIPE
EXTENDING 9 FEET ON BOTH SIDES OF CROSSING IN ACCORDANCE WITH DETAIL
A7-1. ALTERNATIVELY THE WATER MAIN CAN BE ENCASED IN FLOW FILL, PER THE
SPECIFICATION IN SECTION 4.4.S AND DETAIL A7-6 OF THE CSU WATER STANDARDS,
FOR 9 FEET ON EITHER SIDE OF THE CROSSING, WITH LIMITS EXTENDING TO
6-INCHES BELOW AND ABOVE THE PIPE.
5. FLANGE ELEVATION IS SET 0.4-FT (4-INCH MIN.) ABOVE PROPOSED GRADE.
SURVEYOR SHALL CONFIRM THE FLANGE ELEVATION BEFORE STAKING.
6. DEFLECTIONS SHALL BE AT JOINTS & FITTINGS ONLY AND AS ALLOWED BY CSU. NO
BOWING OF PIPE ALLOWED.
7. CONCRETE THRUST REACTION BLOCKS SHALL BE INSTALLED PER CSU DETAILS
A4-2 AND A4-3 & SPECIFICATIONS.
8. CONCRETE REVERSE ANCHOR (4 TO 16-INCH) SHALL BE INSTALLED PER CSU
DETAILS A7-1, A4-7, A4-8 & SPECIFICATIONS.
M I L
T O
N
E
P
R O
W
Y
M I L
T O
N
E
P
R O
W
Y
A
R
MILTON E. PROBY PKWY
COLORADO SPRINGS
AIRPORT TERMINAL
INTEGRATION
LOOP
C
R
E
S
T
E
R
R
A
P
K
W
Y
EMBRAER
HEIGHTS
KEY MAP
S E
E
S
H E
E T
W A
T
FEB. 24, 2020
MAINTENANCE ACCESS CONTRUCTION NOTES
1. SEE DETAIL SHEET 7 FOR ROAD CROSS-SECTION. ROAD SUBGRADE SHALL BE
EXCAVATED TO PROVIDE THE SECTION SHOWN ON THE DETAIL SHEET.
2. THE FINISHED GRADE OF THE ROAD SHALL MATCH EXISTING GROUND ELEVATIONS
TO THE GREATEST EXTENT POSSIBLE. CONTRACTOR SHALL HAVE THE LENGTH OF
ROAD SURVEYED PRIOR TO CONSTRUCTION.
3. BACKFILL AND COMPACTION OF STORM CULVERT SHALL BE IN ACCORDANCE WITH
COLORADO SPRINGS UTILITIES STANDARD SPECIFICATIONS.
AutoCAD SHX Text 0'
AutoCAD SHX Text 50'
AutoCAD SHX Text 100'
AutoCAD SHX Text 25'
AutoCAD SHX Text
SCALE: 1"=50'
AutoCAD SHX Text N mgackle Snapshot mgackle Text Box mgackle Text Box
S
S
S
S
S
S
S
S
12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
W
W
W
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
S
11+00 12+00 13+00 14+00 15+00 16+00
+0
+0
19+00 20+00 21+00
12' SEPARATION
10 LF -6" PVC FHL
WAT-1.0
20' MAINTENANCE ROAD
SEE DETAIL SHEET 7
PROPOSED 18" STORM
SEE DE-ICE APRON PLANS (SHEET C501)
PREPARED BY RS&H, INC.
EXISTING ACCESS ROAD
12" GV W/MJR
21+70.24, 0.00'
45° H BEND W/MJR
16+56.86, 0.00'
45° H BEND W/MJR
16+42.72, 0.00'
12"X12" TEE W/CTRB
& MJR, ROLLED (<1° DEF)
20+24.73, 0.00'
1+00.00, 0.00' (WAT-2.0)
12" GV W/MJR
20+19.73, 0.00'
12" STUB W/
TEMP BO ASSEMBLY
TIED BACK TO A CRA
INSTALL SJ PLUG W/2" BO
(DTL A2-7)
21+85.24, 0.00'
12"X6" TEE W/CRTB
& MJR (<1° V DEF)
W/6" GV ON FHL
21+75.24, 0.00'
12" GV W/MJR
21+80.24, 0.00'
12" GV W/MJR
20+29.73, 0.00'
45° H BEND W/MJR
18+87.47, 0.00'
12" GV W/MJR
(0.9° V DEF)
15+97.75, 0.00'
FH-1 FULLY RESTRAINED
21+75.24, 10.00' R
FLANGE=6097.2
FG=6096.8
LAT. INV.=6091.0
FF @20 PSI = 2,800 GPM
PRESSURE @ MDD = 123 PSI
BURY DEPTH = 5.3'
PR 18" SD X-ING
STA: 20+14.40
SEE PROF.
PR 18" SD X-ING
STA: 18+23.98
SEE PROF.
PR SS X-ING
STA: 16+10.98
SEE PROF.
PR SS X-ING
STA: 14+39.17
SEE PROF.
SD
18" SD
45° H BEND W/MJR
ROLLED (0.9° V DEF)
19+01.61, 0.00'
8" SS AND STRUCTURES
FROM DE-ICE POND SEE
DE-ICE APRON PLANS
(SHEET C503) PREPARED BY
RS&H, Inc.
PROPOSED 8" SANITARY SEWER - SEE
WASTEWATER PLANS PREPARED BY
ENERTIA CONSULTING GROUP, LLC.
50' PIC
30' PIC
30' PIC
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5
PROFILE: WAT-1.0 STA: 11+00 TO 23+00
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
.19
.19
.93
.93
.57
" G
V W
/M
JR
(0 .9°
V D
EF
ST
A:
+9
7.7 5,
0.0 0'
T.
O.
P
EL
=6
0.9
45 LF~ 12" WL @ 0.00%
" G
V W
/M
JR
ST
A:
+8
0.2 4,
0.0 0'
T.
O.
P
EL
=6
1.8
" G
V W
/M
JR
ST
A:
+7
0.2 4,
0.0 0'
T.
O.
P
EL
=6
1.6
° H
B
EN
D W
/M
JR
ST
A:
+4
2.7 2,
0.0 0'
T.
O.
P
EL
=6
0.9
° H
B
EN
D W
/M
JR
ST
A:
+5
6.8 6,
0.0 0'
T.
O.
P
EL
=6
0.9
14 LF~ 12" WL @ 0.00%
° H
B
EN
D W
/M
JR
ST
A:
+8
7.4 7,
0.0 0'
T.
O.
P
EL
=6
0.9
.25
° V B
EN
D
W / M
JR
ST
A:
+0 5.1
9, 0.0
0' T.
O.
P
EL
=6
9.0
15LF~12" WL @ 1.6%
" G
V W
/M
JR
ST
A:
+1
9.7 3,
0.0 0'
T.
O.
P
EL
=6
9.3
" G
V W
/M
JR
ST
A:
+2
9.7 3,
0.0 0'
T.
O.
P
EL
=6
9.4
T.
O.
P
EL
=6
9.4
"X
" T
EE
W
/C
TR
B
MJ
R, R
OL
LE
D
1°
D
EF
ST
A:
+2 4.7
3, 0.0
0' T.
O.
P
EL
=6
9.3
141 LF~ 12" WL @ 1.57%
5 LF~ 12" WL @ 1.57%
5 LF~ 12" WL @ 1.57%
5 LF~ 12" WL @ 1.57%
"X
6" T
EE
W
/C
RT
B
MJ
R
1°
V D
EF
W /6"
G V
ON
F
HL
ST
A:
+7 5.2
4, 0.0
0' T.
O.
P
EL
=6
1.7
T.
O.
P
EL
=6
1.4
CAUTION
THE EXISTING UGT, UGE, UGT AND GAS CROSSINGS HAVE NOT BEEN
POTHOLED. THE CONTRACTOR SHALL POTHOLE THESE CROSSINGS
AS A FIRST ORDER OF WORK AND REPORT THE FINDINGS TO THE
ENGINEER SO THAT THE PLANS CAN BE ADJUSTED AS NEEDED. THE
PLANS WILL NEED TO BE REVISED. NOTE THAT HIGH PRESSURE GAS
LINES WILL REQUIRE A MINIMUM 5-FEET OF CLEARANCE PER CSU
STANDARDS AND CRITERIA.
5' MIN
5' MIN
1.5' MIN
5 LF~ 12" WL @ 1.57%
5 LF~ 12" WL @ 1.57%
LF
~1 2"
W L @
.5%
21 LF~ 12" WL @ 1.57%
.25 ° V
B
EN
D W
/M
JR
ST
A:
+2
2.1 2,
0.0 0'
T.
O.
P
EL
=6
1.2
EXISTING GROUND
@ CL OF PIPE
PROPOSED
GROUND
@ CL OF PIPE
" S
TU
B
W
TE
MP
B O
AS
SE
MB
LY
TI
ED
B
AC
K
TO
A C
RA
IN
ST
AL
L S J P
LU
G
W /2"
B O
(D
TL
A 2-
7)
ST
A:
+8 5.2
4, 0.0
0'
T.
O.
P.
.60
PR
" S D
X-
IN
G
ST
A.
+1 4.4
B.
O.
P.
.40
PR
" S D
X-
IN
G
ST
A.
+2 3.9
" H
DC
(1
.1° V
D
EF
ST
A:
+7 0.0
4, 0.0
0' T.
O.
P
EL
=6
8.8
° H
B
EN
D W
/M
JR
RO
LL
ED
(0
.9° V
D
EF
ST
A:
+0 1.6
1, 0.0
0' T.
O.
P
EL
=6
0.9
14 LF~ 12" WL @ 0.04%
231 LF~ 12" WL @ 0.00%
9.5'
2.3'
T.
O.
P.
.17
PR
8"
S S
X-
IN
G
ST
A.
+3 9.1
2.7'
T.
O.
P.
.51
PR
8"
S S
X-
IN
G
ST
A.
+1 0.9
128 LF~ 12" WL @ 1.60%
400 LF~ 12" WL @ 3.11% SECONDARY CONTAINMENT PER NOTE 4.
INSTALL PER DETAIL A7-1 OR PROVIDE OTHER
SECONDARY CONTAINMENT (E.G. FLOW FILL).
PORTION OF WATERLINE AT SLOPE GREATER
THAN 10% SHALL BE FULLY RESTRAINED.
C O
SA
U
SF
S
W A
TE
R
C O
N
ST
R U
C
TI
O N
P
LA
N S
C O
L O
R A
R
I N
G S
C
O L O
R A
D O
D A
T E
N O
A
M E
N D
M E
N T
DATE
SHEET
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 1"
OF
COLORADO SPRINGS UTILITIES
WATER CONSTRUCTION PLAN APPROVAL
APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND
APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD.
02/24/2020
W A
T- 1.
ST
A : 1
1+
+0
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
PLAN:
HORIZONTAL SCALE: 1" =
WAT-1.0 STA: 11+00 - 23+00
50'
M I L
T O
N
E
P
R O
W
Y
M I L
T O
N
E
P
R O
W
Y
A
R
MILTON E. PROBY PKWY
COLORADO SPRINGS
AIRPORT TERMINAL
INTEGRATION
LOOP
C
R
E
S
T
E
R
R
A
P
K
W
Y
EMBRAER
HEIGHTS
KEY MAP
S E
E
S
H E
E T
A
T
FEB. 24, 2020
SEE SHEET 6
WAT-2.0
WATER NOTES
1. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION. DEPTHS AT CONNECTION TO ALL EXISTING WATER LINES
SHALL BE VERIFIED BY THE CONTRACTOR AS A FIRST ORDER OF WORK. THE
CONTRACTOR SHALL REPORT ANY DISCREPANCY TO THE ENGINEER.
2. ALL PIPE LENGTHS SHOWN ARE THREE DIMENSIONAL LENGTHS.
3. PIPE MATERIALS. 12-INCH WATER SHALL BE PVC C900 AND 16-INCH WATER SHALL
BE PVC C905. ALL WATER LOWERINGS SHALL BE DONE WITH THE SAME MATERIAL
SPECIFIED ABOVE.
4. SECONDARY CONTAINMENT SHALL BE BY PLACING A SINGLE JOINT OF PIPE
EXTENDING 9 FEET ON BOTH SIDES OF CROSSING IN ACCORDANCE WITH DETAIL
A7-1. ALTERNATIVELY THE WATER MAIN CAN BE ENCASED IN FLOW FILL, PER THE
SPECIFICATION IN SECTION 4.4.S AND DETAIL A7-6 OF THE CSU WATER STANDARDS,
FOR 9 FEET ON EITHER SIDE OF THE CROSSING, WITH LIMITS EXTENDING TO
6-INCHES BELOW AND ABOVE THE PIPE.
5. FLANGE ELEVATION IS SET 0.4-FT (4-INCH MIN.) ABOVE PROPOSED GRADE.
SURVEYOR SHALL CONFIRM THE FLANGE ELEVATION BEFORE STAKING.
6. DEFLECTIONS SHALL BE AT JOINTS & FITTINGS ONLY AND AS ALLOWED BY CSU. NO
BOWING OF PIPE ALLOWED.
7. CONCRETE THRUST REACTION BLOCKS SHALL BE INSTALLED PER CSU DETAILS
A4-2 AND A4-3 & SPECIFICATIONS.
8. CONCRETE REVERSE ANCHOR (4 TO 16-INCH) SHALL BE INSTALLED PER CSU
DETAILS A7-1, A4-7, A4-8 & SPECIFICATIONS.
MAINTENANCE ACCESS CONTRUCTION NOTES
1. SEE DETAIL SHEET 7 FOR ROAD CROSS-SECTION.
2. THE FINISHED GRADE OF THE ROAD SHALL MATCH EXISTING GROUND ELEVATIONS
TO THE GREATEST EXTENT POSSIBLE. CONTRACTOR SHALL HAVE THE LENGTH OF
ROAD SURVEYED PRIOR TO CONSTRUCTION AND SHALL PAY PARTICULAR
ATTENTION TO THE ALIGNMENT ACROSS THE TOP OF POND, INCLUDING THE
EMERGENCY SPILLWAY.
3. THE EMERGENCY SPILLWAY SHALL BE INSTALLED TO THE INTENT OF THE INITIAL
DESIGN, INCLUDING BOTTOM AND TOP ELEVATION AND MINIMUM WIDTH. THE SIDE
SLOPES MAY NEED TO BE FLATTENED IN ORDER TO PROVIDE A DRIVABLE
SURFACE. AGAIN, THE CONTRACTOR SHALL SURVEY THIS EXISTING FEATURE AND
PROVIDE THE INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION.
4. ROAD SUBGRADE SHALL BE EXCAVATED TO PROVIDE THE SECTION SHOWN ON
THE DETAIL SHEET.
5. BACKFILL AND COMPACTION OF STORM CULVERT SHALL BE IN ACCORDANCE WITH
COLORADO SPRINGS UTILITIES STANDARD SPECIFICATIONS.
AutoCAD SHX Text 0'
AutoCAD SHX Text
AutoCAD SHX Text 100'
AutoCAD SHX Text 25'
AutoCAD SHX Text
SCALE: 1"=50'
AutoCAD SHX Text N mgackle Snapshot mgackle Text Box mgackle Text Box
45° H BEND W/MJR
16+42.72, 0.00'
2+00 3+00 4+00
5+00 6+00 7+00 8+00
12" GV W/MJR
1+05.00, 0.00'
12" GV W/MJR
8+17.41, 0.01' R
16" BV W/ MJR
8+22.42, 5.00' R
CONNECT TO EX 16" WL
16"X12" SWIVEL TEE W/CTRB & MJR
8+22.41, 0.00'
16" BV W/ MJR
8+22.41, 5.00' L
10.4'
O
LD
D
RE
N N
AN
RO
AD
2+00 3+00 4+00
5+00 6+00 7+00 8+00 2+00
3+00 4+00
5+00 6+00 7+00 8+00 2+00
3+00 4+00
5+00 6+00 7+00 8+00 2+00
3+00 4+00
5+00 6+00 7+00 8+00 2+00
3+00 4+00
5+00 6+00 7+00 8+00 2+00
3+00 4+00
5+00 6+00 7+00 8+00 2+00
3+00 4+00
5+00 6+00 7+00 8+00 2+00
3+00 4+00
5+00 6+00 7+00 8+00 1+00 2+00
3+00 4+00
5+00 6+00 7+00 8+00 EX 16" DIP WL
(PN: NONE)
EX 16" DIP WL
(PN: NONE)
WAT-2.0
12" HDC (2.8° V DEF)
6+74.63, 0.00'
12"X12" TEE W/CTRB
& MJR, ROLLED (<1° DEF)
20+24.73, 0.00'
1+00.00, 0.00' (WAT-2.0)
12" GV W/MJR
(<1° V DEF)
4+66.03, 0.00'
PROPOSED EDGE
OF PAVEMENT
12"X6" TEE W/CRTB
& MJR (<1° V DEF)
W/6" GV ON FHL
5+17.98, 0.00'
FH-2 FULLY RESTRAINED
5+17.95, 16.47' L
FLANGE=6094.6
FG=6094.1
LAT. INV.=6085.9
FF @20 PSI = 3,000 GPM
PRESSURE @ MDD = 125 PSI
BURY DEPTH = 7.7'
16 LF -6" PVC FHL
WAT-2.0
1" SADDLE TAP
SEE NOTE 1
3+25.91, 0.00'
2" SADDLE TAP
SEE NOTE 1
5+12.19, 0.00'
12"X6" TEE W/ CRTB &
MJR (SEE NOTE 1)
2+71.23, 0.00'
W
AT
-1 .0
W
AT
-1 .0
" R
CP
S
D
18" SD
" R
CP
S
D
12" 45° H BEND W/MJR
2+81.10, 0.00' 12" 45° H BEND W/MJR
4+21.49, 0.00' 12" 45° H BEND W/MJR
4+45.61, 0.00'
15' WL-BLDG
12" 45° H BEND W/MJR
2+89.80, 0.00'
24.5' PVMT
24' PVMTBUILDING1
W
W
12''W 12''W
12''W
12''W 12''W 12''W 12''W 12''W
PROPOSED SS SVC LINE.
RE: CIVIL PLANS
PREPARED BY RPA.
PROPOSED 15" ARCH RCP. RE: SHEET CU201
CIVIL PLANS PREPARED BY RPA.
PROPOSED STORM
RE:DE-ICE APRON
PLANS BY RS&H
6" FIRE LINE. SEE SHEETS
CU403-CU404 WATER
PLANS BY RPA.
PR 15" ARCH RCP X-ING
STA: 7+86.62
PR 36" SD X-ING
STA: 2+58.94
30' PIC
30' PIC
EX 50' PIC (APPROX)
FIMS#800171 (MAY 1, 2006)
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5
PROFILE: WAT-2.0 STA: 0+00 TO 9+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
.99
.75
.50
.55
.31
.06
.81
.14
.93
.73
.20
"X
" T
EE
W
/C
TR
B
MJ
R, R
OL
LE
D
1°
D
EF
ST
A:
+2 4.7
3, 0.0
0' T.
O.
P
EL
=6
9.3
T.
O.
P
EL
=6
9.3
" G
V W
/M
JR
ST
A:
1+
.00 , 0
.00
T.
O.
P
EL
=6
9.3
157LF~12" WL @ 0.58%
" H
DC
(2
.8° V
D
EF
ST
A:
6+
.63
, 0 .00
T.
O.
P
EL
=6
5.7
" G
V W
/M
JR
ST
A:
+3
5.2 4, 7.8
0' R
T.
O.
P
EL
=6
8.1
5LF~12" WL @ 5.32%
CO
NN
EC
T
TO
E
X
" W L
"X
" S
W
IV
EL
T
EE
W
/C
TR
B
MJ
R
ST
A:
8+
.41 , 0
.00
T.
O.
P
EL
=6
7.8
T.
O.
P
EL
=6
8.0
143LF~12" WL @ 5.32%
5' MIN
EXISTING GROUND
@ CL OF PIPE
2.8'
5LF~12" WL @ 0.66%
PROPOSED GROUND
@ CL OF PIPE
T.
O.
P.
.46
PR
" S D
X-
IN
G
ST
A.
2+
.94
" G
V W
/M
JR
1°
V D
EF
ST
A:
4+
.03 , 0
.00
T.
O.
P
EL
=6
6.9
6LF~12" WL @ 0.58%
"X
6" T
EE
W
/C
RT
B
MJ
R
1°
V D
EF
W /6"
G V
ON
F
HL
ST
A:
5+
.98
, 0 .00
T.
O.
P
EL
=6
6.6
T.
O.
P
EL
=6
6.4
20LF~12" WL @ 0.66%
" 4
5° H
B
EN
D W
/M
JR
ST
A:
4+
.61 , 0
.00
T.
O.
P
EL
=6
7.0
" 4
5° H
B
EN
D W
/M
JR
ST
A:
4+
.49 , 0
.00
T.
O.
P
EL
=6
7.2
96LF~12" WL @ 0.66%
1" S
AD
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7.8
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7.5
36LF~12" WL @ 0.66%
" 4
5° H
B
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8.1
" 4
5° H
B
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.10 , 0
.00
T.
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P
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8.1
10LF~12" WL @ 0.66%
"X
6" T
EE
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/ C
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B
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(S
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ST
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166LF~12" WL @ 0.66%
24LF~12" WL @ 0.66%
2" S
AD
DL
E
TA
P
SE
E
NO
TE
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A:
5+
.19 , 0
.00
T.
O.
P
EL
=6
6.6
46LF~12" WL @ 0.58%
9LF~12" WL @ 0.66%
2.6'
B.
O.
P.
.37
PR
" A
RC
H
RC
P X-
IN
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ST
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7+
.85
SECONDARY CONTAINMENT PER NOTE 5.
INSTALL PER DETAIL A7-1 OR PROVIDE OTHER
SECONDARY CONTAINMENT (E.G. FLOW FILL).
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0 1"
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COLORADO SPRINGS UTILITIES
WATER CONSTRUCTION PLAN APPROVAL
APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND
APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD.
02/24/2020
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+0
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FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
PLAN:
HORIZONTAL SCALE: 1" =
WAT-2.0 STA: 0+00 TO 9+00
50'
WATER NOTES
1. SEE SHEET C403 WATER SITE PLAN PREPARED BY RPA FOR CONTINUATION OF
WATER SERVICE TAPS AND FIRE LINE EXTENSIONS INTO THE SITE. WATER TAPS
SHALL COMPLY WITH COLORADO SPRINGS UTILITIES DETAILS B1-3.
2. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION. DEPTHS AT CONNECTION TO ALL EXISTING WATER LINES
SHALL BE VERIFIED BY THE CONTRACTOR AS A FIRST ORDER OF WORK. THE
CONTRACTOR SHALL REPORT ANY DISCREPANCY TO THE ENGINEER.
3. ALL PIPE LENGTHS SHOWN ARE THREE DIMENSIONAL LENGTHS.
4. PIPE MATERIALS. 12-INCH WATER SHALL BE PVC C900 AND 16-INCH WATER SHALL
BE PVC C905. ALL WATER LOWERINGS SHALL BE DONE WITH THE SAME MATERIAL
SPECIFIED ABOVE.
5. SECONDARY CONTAINMENT. WATER MAIN SHALL BE ENCASED IN FLOW FILL, PER
THE SPECIFICATION IN SECTION 4.4.S AND DETAIL A7-6 OF THE CSU WATER
STANDARDS, FOR 9 FEET ON EITHER SIDE OF THE CROSSING, WITH LIMITS
EXTENDING TO 6-INCHES BELOW AND ABOVE THE PIPE.
6. FLANGE ELEVATION IS SET 0.4-FT (4-INCH MIN.) ABOVE PROPOSED GRADE.
SURVEYOR SHALL CONFIRM THE FLANGE ELEVATION BEFORE STAKING.
7. DEFLECTIONS SHALL BE AT JOINTS & FITTINGS ONLY AND AS ALLOWED BY CSU. NO
BOWING OF PIPE ALLOWED.
8. CONCRETE THRUST REACTION BLOCKS SHALL BE INSTALLED PER CSU DETAILS
A4-2 AND A4-3 & SPECIFICATIONS.
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MILTON E. PROBY PKWY
COLORADO SPRINGS
AIRPORT TERMINAL
INTEGRATION
LOOP
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EMBRAER
HEIGHTS
KEY MAP
SEE SHEET 5
WAT 1.0
SEE SHEET 5
WAT 1.0
FEB. 24, 2020
AutoCAD SHX Text
SSS
AutoCAD SHX Text 0'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1"=50'
AutoCAD SHX Text N
AutoCAD SHX Text N mgackle Snapshot mgackle Text Box mgackle Text Box mgackle CSU Water Approval
GirtenA Cloud
GirtenA Cloud
GirtenA Cloud
GirtenA PolyLine
GirtenA Text Box 2 5/28/20 Remove 6" Fire line, 1" and 2" Domestic Services, and FH-2
GirtenA PolyLine
GirtenA PolyLine
GirtenA PolyLine
GirtenA Text Box
GirtenA Text Box
GirtenA Text Box
GirtenA Text Box Addendum #2 2 Sanitary Sewer Project No. 2019-S086 Water Project No. 2019-W185 Sheets 3 and 6 are provided as Addendum #2 to remove the proposed 6" Fire line, 1" Domestic Line, 2" Domestic Line, Fire Hydrant #2 and all associated valves and fittings from this project scope of work. These items will be constructed as part of the USFS Airtanker Base plans to be submitted by Robert Peccia & Associates Inc. (RPA) at a later date.
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NOTE: CONTRACTOR SHALL REFER TO THE CURRENT COLORADO SPRINGS UTILITIES WATER LINE EXTENSION AND SERVICE
STANDARDS MANUAL. APPLICABLE DETAILS, STANDARDS AND SPECIFICATIONS INCLUDE BUT ARE NOT LIMITED TO THE ABOVE
REFERENCED ITEMS.
WATER DETAILS
ITEM MUNICIPALITY SHEET NO.
TEMPORARY BLOW-OFF ASSEMBLIES -12" & LARGER COLORADO SPRINGS UTILITIES A2-7
CONCRETE THRUST REACTION BLOCK (16" & SMALLER)
RESTRAINED PIPE LENGTH W/MJ RESTRAINTS
VALVE & FITTINGS W/MJ JOINT RESTRAINTS
A4-2, -3
A4-4
A4-5
BEND CONFIGURATIONS & RESTRAINTS A4-6
CONCRETE REVERSE ANCHOR (16" & SMALLER) A4-7, -8
AIR AND VACUUM VALVE STATION A6-10
VALVE BOX INSTALLATION A9-1
N.T.S.
STANDARD DETAILS LIST1
LOWERING DETAIL UTILITY CROSSING 30" & SMALLER A7-1
LOWERING WITH HIGH DEFLECTION COUPLINGS A7-9
NTS
MAINTENANCE ROAD
TYPICAL SECTION
COLORADO SPRINGS UTILITIES
COLORADO SPRINGS UTILITIES
COLORADO SPRINGS UTILITIES
COLORADO SPRINGS UTILITIES
COLORADO SPRINGS UTILITIES
COLORADO SPRINGS UTILITIES
COLORADO SPRINGS UTILITIES
COLORADO SPRINGS UTILITIES
COLORADO SPRINGS UTILITIES
16' MIN. MAINTENANCE & ACCESS ROAD
COMPACTED CDOT CLASS 5 OR CLASS 6
AGGREGATE BASE COURSE
GEOTEXTILE
PROPERLY MOISTURE
CONDITION MATERIALS
COMPACTED FIRM SUBGRADE
10-INCHES*
8-INCHES*
* REQUIRED MINIMUM THICKNESS SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER
FOR THE ROADWAY PAVEMENT DESIGN TO PROVIDE HS-20 LOADING CAPACITY.
FIRE HYDRANT LOCATION & INSTALLATION A5-1, -2, -3COLORADO SPRINGS UTILITIES
NTS
CONCRETE THRUST REACTION BLOCK
TYPICAL DETAIL
NTS
CONCRETE REVERSE ANCHOR
TYPICAL DETAIL
LOWERING DETAIL W/CASING UTILITY CROSSING > 30" A7-2COLORADO SPRINGS UTILITIES
TYPICAL STEEL CASING INSTALLATION A7-3COLORADO SPRINGS UTILITIES
TYPICAL STEEL CASING INSTALLATION A7-4COLORADO SPRINGS UTILITIES
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0 1"
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02/24/2020
FEB. 24, 2020
2' SHOULDER2' SHOULDER
| Sheets and Views |
| 1 CVR-1.0 |
| 2 GEN-2.0 |
| 3 OUP-3.0 |
| 4 WAT-4.0 |
| 5 WAT-4.1 |
| 6 WAT-4.2 |
| 7 DTL-5.0 |
File details come from the government source that posted it. Updated .