240355-001 Lafayette Waterlines - Stamped Construction Set.pdf
PDF 9 MB Posted
- Solicitation number
- IFB-25-20-PW
- Issued by
- Boulder County, Lakewood City, Colorado
About this file
These are construction plans for the Cherrywood Dr & Keel Ct Waterline Replacements project located in Lafayette, Boulder County, Colorado, prepared by Professional Engineering Consultants (PEC) in July 2025. The project involves replacing existing water infrastructure across multiple streets including Cherrywood Drive (North and South sections) and Keel Court. The comprehensive set of engineering drawings includes detailed plans for waterline replacements, utility details, existing conditions mapping, plan and profile views, and landscape restoration plans. The project scope involves installing new 8-inch PVC waterlines, replacing valves, abandoning existing waterlines, and making connections to the existing water distribution system.
The project documents specify technical requirements such as minimum 4.5-foot pipe cover depth, AWWA C900 PVC pipe with pressure class 235 PSI, and specific installation procedures for tie-ins, valve operations, and utility crossings. The plans include detailed mapping of existing utilities, property boundaries, and geographical features, with specific notes about coordination with Northern Water and potential utility conflicts. Landscape restoration is planned, including tree mitigation, new plantings with native and ornamental species, and restoration of disturbed areas. The project appears to be funded by the City of Lafayette and is designed to improve water infrastructure reliability and performance in the Autumn Meadows and Waneka Landing residential areas.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 04 - Contractor_s Bid.xlsx | XLSX spreadsheet | |
| 2025-05-01 Geotech Report - Lafayette Waterlines.pdf | ||
| IFB Package_Cherrywood Dr _ Keel Ct Waterline Repalcements Project EAM8.7.25.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
C H
ER
R
YW
O
O D
D R
KE
EL
C
T W
AT
ER
LI
N
E R
EP
LA
C
EM
EN
TS
LA
FA
YE
TT
E, C
O
Issue:
E
D
C
B
A
1 2 3 4 5 6
240355-001
CHECKED BY
DRAWN BY
DATE
JOB NO.
DESIGNED BY
PM
25 JULY 2025
KJB
JBG
JBG
SMT
SA
VE
D
/1 6/
2:
:3
PM
B Y
AN
N
IE
.M
AC
AB
O
BB
Y
PL
O
TT
ED
/2 5/
:4
3:
A M
B Y
AN
N
IE
M
AC
AB
O
BB
Y U
:\F
TC
O
LL
IN
S\
\2
5\
1\
2P D
4_
PL
AN
S\
0\
-0
C
- C
O
VE
R S
H
EE
T.
D
W G
1 2 3 4 5 6
PROFESSIONAL ENGINEERING CONSULTANTS
351 LINDEN STREET SUITE 100
FT. COLLINS, CO 80524
970-232-9558 www.pec1.com
C101
COVER SHEET
BOULDER COUNTY, CO
PEC PROJECT NO. 240355-001
LOCATION MAP
100% CONSTRUCTION PLANS
JULY 2025
CITY OF LAFAYETTE
INDEX OF SHEETS
COUNT SHEET NO. SHEET TITLE
1 C101 COVER SHEET
2 C102 GENERAL NOTES
3 VF101 OVERALL EXISTING CONDITIONS KEY
4 VF102 EXISTING CONDITIONS (N CHERRYWOOD DR)
5 VF103 EXISTING CONDITIONS (N CHERRYWOOD DR)
6 VF104 EXISTING CONDITIONS (S CHERRYWOOD DR)
7 VF105 EXISTING CONDITIONS (KEEL CT)
8 CU101 OVERALL UTILITY PLAN
9 CU201 WATERLINE PLAN & PROFILE (N CHERRYWOOD DR)
10 CU202 WATERLINE PLAN & PROFILE (N CHERRYWOOD DR)
11 CU203 WATERLINE PLAN & PROFILE (N CHERRYWOOD DR)
12 CU204 WATERLINE PLAN & PROFILE (S CHERRYWOOD DR)
13 CU205 WATERLINE PLAN & PROFILE (S CHERRYWOOD DR)
14 CU206 WATERLINE PLAN & PROFILE (KEEL CT)
15 CU501 UTILITY DETAILS
16 CU502 UTILITY DETAILS
17 CU503 UTILITY DETAILS
18 L101 LANDSCAPE PLAN
PROFESSIONAL ENGINEERING CONSULTANTS
351 LINDEN STREET SUITE 100
FT. COLLINS, CO 80524
970-232-9558 www.pec1.com
CHERRYWOOD DR & KEEL CT
WATERLINE REPLACEMENTS
H W
Y
H W
Y
EMPIRE RD
SOUTH BOULDER RD
BASELINE RD
C O
U R
TE
SY
R D
C O
U R
TE
SY
R D
WANEKA
RESERVOIR
COAL CREEK
PROJECT LOCATION #2
(KEEL CT)
PROJECT LOCATION #1
(N & S CHERRYWOOD DR)
0 2000' 4000'1000'
07/25/2025
H
ER
R
YW
O
O D
D R
KE
EL
C
T W
AT
ER
LI
N
E R
EP
LA
C
EM
EN
TS
LA
FA
YE
TT
E, C
O
Issue:
E
D
C
B
A
1 2 3 4 5 6
240355-001
CHECKED BY
DRAWN BY
DATE
JOB NO.
DESIGNED BY
PM
25 JULY 2025
KJB
JBG
JBG
SMT
SA
VE
D
/1 5/
:3
4:
P M
B Y
AN
N
IE
.M
AC
AB
O
BB
Y
PL
O
TT
ED
/2 5/
:4
0:
A M
B Y
AN
N
IE
M
AC
AB
O
BB
Y U
:\F
TC
O
LL
IN
S\
\2
5\
1\
2P D
4_
PL
AN
S\
0\
-0
C
- G
EN
ER
AL
N
O
TE
S.
D
W G
1 2 3 4 5 6
PROFESSIONAL ENGINEERING CONSULTANTS
351 LINDEN STREET SUITE 100
FT. COLLINS, CO 80524
970-232-9558 www.pec1.com
C102
GENERAL NOTES
1. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY
WITH THE CITY OF LAFAYETTE STANDARDS AND
SPECIFICATIONS, UNLESS OTHERWISE INCLUDED IN
THE CONTRACT DOCUMENTS.
2. AT LEAST 72 HOURS PRIOR TO BEGINNING ANY
EXCAVATION (EXCLUDING WEEKENDS AND
HOLIDAYS), THE CONTRACTOR SHALL CONTACT THE
COLORADO ONE-CALL SYSTEM, A UTILITY LOCATION
SERVICE, AT 303-396-6170 OR 811 TO REQUEST THE
LOCAL UTILITY COMPANIES TO LOCATE ANY EXISTING
LINES WITHIN THE PROJECT AREA.
3. THE CONTRACTOR SHALL GIVE ALL PROPERTY
OWNERS AND/OR TENANTS OF DEVELOPED
PROPERTY DIRECTLY ABUTTING THE CONSTRUCTION
OF THIS PROJECT A MINIMUM OF SEVEN (7) DAYS
ADVANCE NOTICE PRIOR TO THE START OF
CONSTRUCTION.
4. ALL ELEVATIONS SHOWN ARE NAVD88 DATUM. PRIOR
TO CONSTRUCTION THE CONTRACTOR SHALL
RE-ESTABLISH HORIZONTAL AND VERTICAL CONTROL
POINTS AND VERIFY THEIR ACCURACY.
5. EXISTING UTILITIES AND THEIR LOCATION, AS SHOWN
ON THE DRAWINGS, REPRESENT THE BEST
INFORMATION OBTAINABLE FOR DESIGN. LOCATION
INFORMATION HAS BEEN OBTAINED FROM THE
VARIOUS UTILITY COMPANIES AND IS EITHER FROM
COMPANY RECORD DRAWINGS OR COMPANY
PROVIDED FIELD LOCATIONS. IT SHOULD BE NOTED
THAT OTHER BURIED LINES AND CABLES MAY EXIST
WHICH ARE NOT SHOWN ON THESE DRAWINGS. THE
CONTRACTOR SHALL HAVE ALL BURIED LINES
LOCATED AND FLAGGED IN THE FIELD PRIOR TO
COMMENCING WORK. THE CONTRACTOR SHALL
CONTACT THE ENGINEER AND REVIEW ANY BURIED
LINES LOCATED IF CONFLICTS EXIST. THE
CONTRACTOR WILL BE REQUIRED TO WORK AROUND
EXISTING UTILITIES WITHIN THE RIGHT-OF-WAY
WHICH DO NOT CONFLICT WITH PROPOSED
CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE
EXTREME CAUTION DURING TRENCHING OPERATIONS
TO AVOID DAMAGING THESE LINES. ANY LINES
DAMAGED SHALL BE REPLACED OR REPAIRED
IMMEDIATELY AS DIRECTED BY THE CITY AT THE
CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR SHALL EXPOSE AND VERIFY THE
VERTICAL AND HORIZONTAL LOCATION OF EXISTING
UTILITIES THAT ARE IN POTENTIAL CONFLICT WITH
THE PROPOSED IMPROVEMENTS. THE UTILITY
LOCATES SHALL BE PERFORMED PRIOR TO THE
START OF CONSTRUCTION AND ANY DISCREPANCIES
SHALL BE REPORTED IMMEDIATELY TO THE
ENGINEER.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PRESERVING PROPERTY IRONS AND SECTION
CORNERS. THE CONTRACTOR SHALL BE REQUIRED
TO RE-ESTABLISH ANY PROPERTY IRONS AND
SECTION CORNERS WHICH ARE DAMAGED OR
DESTROYED BY CONSTRUCTION OPERATIONS. SUCH
IRONS AND SECTION CORNERS SHALL BE
RE-ESTABLISHED BY A LICENSED LAND SURVEYOR IN
ACCORDANCE WITH STATE LAWS.
11. EASEMENTS AND RIGHTS-OF-WAY ADJACENT TO THE
PROJECT ARE SHOWN ON THE DRAWINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE
ACQUISITION OF ANY AND ALL PERMITS, TEMPORARY
EASEMENTS, OR RIGHTS-OF-WAY NECESSARY TO
COMPLETE THE WORK.
12. THE CONTRACTOR SHALL CONTAIN THEIR
OPERATIONS TO ALLOW LOCAL AND EMERGENCY
TRAFFIC THROUGH AND ACROSS CONSTRUCTION AT
ALL TIMES. THE CONTRACTOR SHALL UTILIZE
WARNING SIGNS, FLASHING LIGHTS, BARRICADES,
AND FLAGMEN IN COMPLIANCE WITH THE LATEST
VERSION OF THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD). CONTRACTOR'S
TRAFFIC CONTROL PLAN TO BE APPROVED BY THE
CITY PRIOR TO CONSTRUCTION.
13. RUBBLE FROM THE REMOVAL OF MISCELLANEOUS
STRUCTURES INCLUDING ANY TREES REMOVED,
TREE TRIMMINGS, AND EXCESS EXCAVATION WHICH
IS TO BE WASTED SHALL BE DISPOSED OF BY THE
CONTRACTOR.
14. THE CONTRACTOR SHALL AVOID REMOVAL OR
TRIMMING OF ANY TREES OR SHRUBS WHERE
POSSIBLE. WHERE THE CONTRACTOR BELIEVES THE
REMOVAL OR TRIMMING IS UNAVOIDABLE, THIS WORK
SHALL BE COORDINATED WITH THE CITY.
15. THE CONTRACTOR SHALL RESTORE ALL DITCHES,
SWALES, ROADS, SHOULDERS, AND BANKS TO THEIR
ORIGINAL SLOPES AND GRADES EXCEPT AS SHOWN
OTHERWISE. WHERE EXISTING ENTRANCE PIPE,
DRAINAGE PIPE, SIGNS, FENCES, LANDSCAPING, ETC.,
CONFLICT WITH THE PROPOSED WORK HEREIN, THEY
SHALL BE REMOVED AND REPLACED OR RESET,
UNLESS OTHERWISE NOTED ON THE DRAWINGS.
16. THE CONTRACTOR SHALL INSTALL AND/OR MAINTAIN
EROSION CONTROL METHODS AS REQUIRED BY THE
CITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING EROSION CONTROL THROUGH THE
COMPLETION OF THIS PROJECT. INSTALLATION OF
THESE EROSION CONTROL DEVICES DOES NOT
RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY
OF ABATING SOIL EROSION.
17. THE CONTRACTOR SHALL TAKE CARE TO PREVENT
SILT AND DEBRIS FROM ENTERING ANY STORM
DRAINAGE SYSTEM DURING CONSTRUCTION. PIPES
OR STRUCTURES WHICH CONTAIN MATERIALS FROM
THE CONTRACTORS ACTIVITIES SHALL BE
THOROUGHLY CLEANED BY THE CONTRACTOR, AT
THEIR OWN EXPENSE, PRIOR TO THE FINAL
INSPECTION.
18. RECONSTRUCTION OF EROSION CONTROL MEASURES
WHICH ARE DESTROYED BY WIND, FLOOD, FIRE, OR
BY THE ACTIONS OF THE CONTRACTOR OR OTHERS
SHALL BE PERFORMED BY THE CONTRACTOR AS
DIRECTED BY THE ENGINEER AT NO ADDITIONAL
COST. WHERE ADJUSTMENTS IN QUANTITIES ARE
REQUIRED BY FIELD CONDITIONS, THERE SHALL BE
NO ADJUSTMENT IN UNIT PRICE.
19. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION
OF THE PROPOSED IMPROVEMENTS SHALL BE
REPLANTED WITH GRASS AND FERTILIZED IN
ACCORDANCE WITH THE CITY REQUIREMENTS.
EXISTING GRASSED AREAS DISTURBED BY
CONSTRUCTION SHALL BE REPLANTED WITH THE
SAME TYPE OF GRASS AS WAS REMOVED, UNLESS
OTHERWISE SPECIFIED.
20. THE CONTRACTOR SHALL SEED ALL AREAS
DISTURBED BY CONSTRUCTION ACTIVITIES WITH
SEED MIX THAT IS APPROVED BY THE CITY OF
LAFAYETTE. SEED MIX SHALL BE APPLIED AT A
MINIMUM RATE OF SIX (6) POUNDS PER ONE
THOUSAND (1,000) SQUARE FEET. THIS TEMPORARY
SEEDING MAY BE OMITTED ONLY IF PERMANENT
SEEDING/SODDING IS APPLIED. TEMPORARY SEEDING
OR PERMANENT SEEDING/SODDING SHALL BE
APPLIED WITHIN 14 DAYS AFTER THE AREA HAS BEEN
DISTURBED.
21. CONTRACTOR SHALL BE RESPONSIBLE FOR
CONSTRUCTION STAKING. STAKING AND BENCH
MARKS DESTROYED DURING CONSTRUCTION
OPERATIONS SHALL BE REPLACED AT THE
CONTRACTOR'S EXPENSE.
22. CONTRACTOR SHALL MAINTAIN UNINTERRUPTED
UTILITY SERVICE TO ADJACENT FACILITIES DURING
CONSTRUCTION, UNLESS OTHERWISE APPROVED BY
THE CITY.
23. WRITTEN REQUEST TO THE CITY WILL BE REQUIRED
72 HOURS PRIOR TO A SCHEDULED UTILITY OUTAGE.
THE CITY OF LAFAYETTE FIRE DEPARTMENT MUST BE
NOTIFIED OF ANY FIRE HYDRANTS OR WATER MAINS
TAKEN OUT OF SERVICE.
GENERAL NOTES
1. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND
VERTICAL LOCATION, TYPE, SIZE AND CLASS OF
EXISTING WATERLINES PRIOR TO MAKING
CONNECTIONS. EXISTING WATERLINE LOCATIONS AS
SHOWN ON THE DRAWINGS ARE APPROXIMATE.
CONTRACTOR SHALL MAKE ADJUSTMENTS AS
REQUIRED. PROVISION AND INSTALLATION OF PIPE
ADAPTORS, SHORT SECTION OF PIPE, AND COUPLERS
SHALL BE AT NO ADDITIONAL COST TO THE PROJECT.
2. THE CONTRACTOR MUST SCHEDULE ANY
CONNECTIONS TO THE EXISTING WATER DISTRIBUTION
SYSTEM WITH THE CITY TO MINIMIZE DISRUPTIONS TO
THE SYSTEM.
3. AS REQUIRED, THE CONTRACTOR SHALL INSTALL A
TEMPORARY BLOW OFF AND/OR TEMPORARY
CONNECTION TO THE EXISTING WATERLINE/SYSTEM
PER AWWA C651 RECOMMENDATIONS TO FILL AND
TEST THE NEW WATERLINE. AT THE CONTRACTOR'S
OPTION, THE CONTRACTOR MAY INSTALL A
TEMPORARY MAINLINE VALVE AT THE POINT OF
CONNECTION. FOLLOWING ACCEPTANCE OF THE NEW
WATERLINE, THE TEMPORARY CONNECTION/VALVE
SHALL BE FULLY REMOVED AND THE FINAL
CONNECTION TO THE EXISTING WATERLINE SHALL BE
CONSTRUCTED. WATERLINE MATERIALS AT TIE-INS
SHALL BE CONSTRUCTED WITH CLEAN, SWABBED PIPE
AND FLUSHED UPON COMPLETION OF TIE-INS. ALL
COSTS FOR TEMPORARY CONNECTIONS SHALL BE
CONSIDERED SUBSIDIARY TO THE PROJECT.
4. WATERLINES SHALL HAVE A MINIMUM DEPTH OF BURY
OF 54 INCHES (4.5 FEET), UNLESS SHOWN OTHERWISE.
5. ALL WATERLINE PIPE SHALL BE AWWA C900 PVC PIPE,
PRESSURE CLASS 235 PSI (DR 18).
6. ALL WATERLINE FITTINGS AND APPURTENANCES
SHALL BE RATED FOR A MINIMUM PRESSURE RATING
OF 250 PSI. ALL FITTINGS AND APPURTENANCES SHALL
CONFORM TO AWWA C110. ADDITIONALLY, ALL
FITTINGS SHALL BE FUSION BONDED EPOXY COATED
CONFORMING TO AWWA C116 AND POLYWRAPPED
ACCORDING TO AWWA C105.
7. FIRE HYDRANTS SHALL BE INSTALLED WITH 6" C900
PVC LATERAL PIPE AND DIP RISER PIPE AND FITTINGS
SHALL BE POLYWRAPPED.
8. FIRE HYDRANT BURY DEPTHS ARE BASED ON THE TOP
ELEVATION OF THE PROPOSED WATER MAIN AND THE
APPROXIMATE GROUND ELEVATION AT THE LOCATION
OF THE FIRE HYDRANT. THE CONTRACTOR SHALL
VERIFY THESE ELEVATIONS PRIOR TO INSTALLING
FIRE HYDRANTS. ANY MODIFICATIONS REQUIRED TO
THE FIRE HYDRANT BURY DEPTH DUE TO THE
CONTRACTOR'S FIELD ADJUSTMENTS TO THE WATER
MAIN PROFILE SHALL BE MADE BY THE CONTRACTOR
AT NO ADDITIONAL COST TO THE OWNER. PROPOSED
ADJUSTMENTS MUST BE APPROVED BY THE CITY
PRIOR TO CONSTRUCTION.
9. THE CONTRACTOR SHALL NOT BURY VALVE BOXES OR
FIRE HYDRANTS THAT HAVE ELEVATIONS WHICH ARE
LOWER THAN EXISTING GROUND. AS DIRECTED BY
THE CITY, THE CONTRACTOR SHALL ADJUST VALVE
BOXES AND FIRE HYDRANTS TO MATCH EXISTING
GROUND OR PROVIDE DRAINAGE AWAY FROM THESE
VALVE BOXES AND FIRE HYDRANTS BY SLOPING THE
GROUND AS REQUIRED. ALL COSTS FOR THIS WORK
SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT.
10. THE CONTRACTOR SHALL LIMIT THE EXTENT OF
TRENCH TO REMAIN OPEN OVERNIGHT AND
WEEKENDS TO LESS THAN 50 FEET.
11. CONCRETE THRUST BLOCKING SHALL BE INSTALLED
AT ALL HORIZONTAL AND VERTICAL DEFLECTIONS OF
11 1/4 DEGREES OR MORE, UNLESS OTHERWISE
SPECIFIED. THRUST BLOCKING SHALL BE SIZED AS
SHOWN IN THE DETAILS, OR OTHERWISE SPECIFIED.
COSTS FOR CONCRETE THRUST BLOCKING SHALL BE
CONSIDERED SUBSIDIARY TO THE PROJECT.
12. OPENING AND CLOSING WATER VALVES SHALL BE
DONE SLOWLY TO PREVENT DAMAGE TO THE WATER
DISTRIBUTION SYSTEM FROM WATER HAMMER. ALL
VALVES CLOSED FOR CONSTRUCTION MUST BE
REOPENED AS NEW CONSTRUCTION PERMITS.
WATERLINE VALVES AND FIRE HYDRANTS ARE ONLY
TO BE OPERATED BY AUTHORIZED EMPLOYEES OF
THE CITY.
13. RECONNECTION OF EXISTING WATER SERVICE LINES
TO NEW WORK SHALL BE COMPLETED WITH
COMPRESSION FITTINGS.
14. FOR LINES INDICATED TO BE ABANDONED IN PLACE,
FILL EACH END OF WATER LINE WITH GROUT.
15. FOR VALVES INDICATED TO BE ABANDONED, INCLUDE
FULL REMOVAL OF VALVE BOX. REMOVE VALVE
ASSEMBLY BONNET AND FILL BODY WITH CONCRETE.
16. ALL EXISTING SANITARY SEWER LINES CROSSING
LESS THAN 18 INCHES ABOVE, OR ANY DISTANCE
BELOW, NEW WATERLINES SHALL BE CONCRETE
ENCASED.
GENERAL NOTES - WATER
1. THE TOPOGRAPHIC SURVEY DEPICTED IN THESE
DRAWINGS WAS PREPARED BY MAJESTIC SURVEYING
INC. DATED 3/4/2025.
2. UNDERGROUND UTILITY LOCATES WERE PROVIDED BY
PRIMO LOCATING SERVICES, LLC.
3. THE TOPOGRAPHIC SURVEY DOES NOT INCLUDE A
LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.
ALL LOT LINES, RIGHTS OF WAY, AND EASEMENT LINES
ARE TO BE CONSIDERED APPROXIMATE.
4. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION.
5. HORIZONTAL DATUM: MODIFIED NAD83/2011
COLORADO STATE PLANE COORDINATE SYSTEM
NORTH ZONE. SCALE FACTOR = 1.0002851256
(0.9997149557)
6. VERTICAL DATUM: NGS VERTICAL BENCHMARK
WANEKA. ELEVATION = 5323.49 (NAVD88 VERTICAL
DATUM)
7. BENCHMARK: NGS ROMANA-RESET (PID DH8823).
SURVEY CAP ON STEEL ROD IN CONCRETE
MONUMENT LOCATED SOUTH SIDE OF CO RD 8,
0.15 MILES EAST OF INTERSTATE 25, 22.5 FT
SOUTH OF A 5' CONCRETE WALK AND 1.5 FT EAST
OF A STORMWATER MANHOLE ON THE SOUTH
CURB LINE OF WCR 8. ELEVATION = 5166.65
(NAVD88 VERTICAL DATUM)
8. SITE BENCHMARK:
POINT NO. 1
N = 1234294.06 E = 3114761.30
EL = 5223.46
9. BASIS OF BEARING: THE NORTH LINE OF SECTION 25,
TOWNSHIP 1N, RANGE 68W, BETWEEN A FOUND
MONUMENT AT THE NORTH QUARTER CORNER A 2"
ALUMINUM CAP IN A RANGE BOX STAMPED "PLS 25937"
AND A FOUND MONUMENT AT THE NORTHEAST A 2-1/2"
ALUMINUM CAP IN A RANGE BOX STAMPED "PLS 24305"
ASSUMED TO BEAR S89°43'27"E A DISTANCE OF
2,634.95'
GENERAL NOTES - SURVEY
ER
R
YW
O
O D
D R
KE
EL
C
T W
AT
ER
LI
N
E R
EP
LA
C
EM
EN
TS
LA
FA
YE
TT
E, C
O
Issue:
E
D
C
B
A
1 2 3 4 5 6
240355-001
CHECKED BY
DRAWN BY
DATE
JOB NO.
DESIGNED BY
PM
25 JULY 2025
KJB
JBG
JBG
SMT
SA
VE
D
/1 1/
1:
:0
AM
B Y
SC
O
TT
.T
U R
N
BU
LL
PL
O
TT
ED
/2 5/
:4
0:
A M
B Y
AN
N
IE
M
AC
AB
O
BB
Y U
:\F
TC
O
LL
IN
S\
\2
5\
1\
2P D
4_
PL
AN
S\
0\
-0
VF
- E
XI
ST
IN
G
C O
N D
IT
IO
N S.
D W
G
1 2 3 4 5 6
PROFESSIONAL ENGINEERING CONSULTANTS
351 LINDEN STREET SUITE 100
FT. COLLINS, CO 80524
970-232-9558 www.pec1.com
VF101
OVERALL EXISTING
CONDITIONS KEY
VF104
S CHERRYWOOD DR
W C
HE
RR
YW
OO
D
DR
CE
DA
RW
OO
D
CI
R
SPRUCEWOOD CT N CHERRYWOOD DR
AU
TU
M N
RI
DG
E
BL
VD
R
ED
W O
O D
A
VE
E CHERRYW
O
O
D DR
VF102
VF102
N CHERRYWOOD DR
VF103
PI
N
EW
O
O D
C
IR
PI
N
EW
O
O D
C
IR
VF104
AU
TU
M
N R
ID
G
E
BL
VD
S CHERRYWOOD DR
S
SP
R
IN
G
W O
O D
C T
0 80'40' 160'
KEEL CT
WANEKA LAKE TR
PA
SC
H
AL
D R
VF105
NGS CONTROL
ELECTRIC BOX
SANITARY MANHOLE
DRAINAGE MANHOLE
LIGHT POLE
VALVE BOX
FOUND MONUMENT AS DESCRIBED
ELECTRIC TRANSFORMER
WATER METER
TELEPHONE PEDESTAL
WATER SHUTOFF VALVE
WATER VALVE
ELECTRIC VAULT
FIBER OPTIC VAULT
MAJESTIC SURVEYING CONTROL POINT
FIRE HYDRANT
D
UE
G G
SS
UT
W
DRAINAGE LINE
ELECTRIC LOCATE
FENCE
FLOW LINE
GAS LOCATE
EDGE OF GRAVEL
EDGE OF LANDSCAPING
SANITARY LINE
TELEPHONE LOCATE
WATER LOCATE
ADJACENT BOUNDARIES
EASEMENT LINE
MAJOR CONTOUR
MINOR CONTOUR
IRRIGATION VALVE
LEGEND
DECIDUOUS TREE
LANDSCAPE ROCK
ASPHALT
CONCRETE
W
W W
W
W
W
W
W
W
W W
W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
W W
W W
W W
W W W W W W W W W
G
G
G
G
G
G
G
G
G G
G G G G G G
G G
G G
G G
G G
G G
G G G G G G G G G G G G G
W
W
G G
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G G G G
G
G G
G G
G G G G G G G G G
G G
G G
G G
G G
G G G G G G G G G G G
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SMH #2013
RIM=5231.35
INV (W)=5221.34 (8" PVC)
INV (S)=5221.20 (8" PVC)
INV (NE)=5220.99 (8" PVC)
SMH #1750
RIM=5226.14
INV (W)=5216.81 (8" PVC)
INV (NE)=5216.67 (8" PVC)
SMH #1931
RIM=5229.63
INV (SW)=5218.82 (8" PVC)
INV (E)=5217.81 (8" PVC)
8' UTILITY
EASEMENT
8' PSCO GAS
EASEMENT
8' PSCO GAS
EASEMENT
8' PSCO GAS
EASEMENT
8' PSCO GAS
EASEMENT
8' PSCO GAS
EASEMENT
10' UTILITY
EASEMENT
LOT 18
AUTUMN MEADOWS PT
REPLAT OF 1 & 2 LA
363 W CHERRYWOOD DR.
LOT 61
AUTUMN MEADOWS FLG 2
364 W CHERRYWOOD DR.
LOT 62
AUTUMN MEADOWS FLG 2
316 N CHERRYWOOD DR.
LOT 63
AUTUMN MEADOWS FLG 2
312 N CHERRYWOOD DR.
LOT 64
AUTUMN MEADOWS FLG 2
304 N CHERRYWOOD DR. LOT 65
AUTUMN MEADOWS FLG 2
300 N CHERRYWOOD DR.
LOT 66
AUTUMN MEADOWS FLG 2
296 N CHERRYWOOD DR.
LOT 67AUTUMN MEADOWS FLG 2
292 N CHERRYWOOD DR.
LOT 9AUTUMN MEADOWS FLG 1
291 N CHERRYWOOD DR.
LOT 1
AUTUMN MEADOWS FLG 2
295 N CHERRYWOOD DR.
LOT 2
AUTUMN MEADOWS FLG 2
299 N CHERRYWOOD DR.LOT 3
AUTUMN MEADOWS FLG 2
303 N CHERRYWOOD DR.
W C
HE
RR
YW
OOD
DR
N CHERRYWOOD DR.
SPRUCEWOOD CT.
8"
DIP
8" DIP
8" PVC
8" PVC
8" DIP 8" D
IP
8" PVC
8" P
VC
W W
W W
W W
W
W W
UE
UE
UE
UE
W W
UE UE UE UE UE
W W
W
W W
W W
W W
W
W W
W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
D D D
G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
SS
SS
SS
SS D
D
D D
SMH #1728
RIM=5224.34
INV (N)=5215.36 (8" PVC)
INV (SW)=5215.29 (8" PVC)
INV (E)=5215.17 (8" PVC)
DMH #1472
RIM=5216.72
BOTTOM OF BOX=5211.42
INV (N)=5211.42 (18" RCP)
INV (E)=5211.44 (30" RCP)
DMH #1186
RIM=5216.63
BOTTOM OF BOX=5213.25
INV (S)=5213.25 (18" RCP)
SMH #1298
RIM=5221.62
INV (S)=5212.23 (8" PVC)
INV (W)=5212.19 (8" PVC)
INV (E)=5212.08 (8" PVC)
INLET
INLET
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
10' UTILITY
EASEMENT
LOT 67
AUTUMN MEADOWS FLG 2
292 N CHERRYWOOD DR.
LOT 15
AUTUMN MEADOWS FLG 1
2284 AUTUMN RIDGE BLVD.
LOT 11
AUTUMN MEADOWS FLG 1
2285 AUTUMN RIDGE BLVD.
LOT 10
AUTUMN MEADOWS FLG 1
270 N CHERRYWOOD DR.
TRACT B
AUTUMN MEADOWS
LOT 1
AUTUMN MEADOWS FLG 1
259 N CHERRYWOOD DR.
LOT 2
AUTUMN MEADOWS FLG 1
263 N CHERRYWOOD DR.
LOT 3
AUTUMN MEADOWS FLG 1
267 N CHERRYWOOD DR.
LOT 4
AUTUMN MEADOWS FLG 1
271 N CHERRYWOOD DR.
LOT 5
AUTUMN MEADOWS FLG 1
275 N CHERRYWOOD DR.
LOT 6
AUTUMN MEADOWS FLG 1
279 N CHERRYWOOD DR.
LOT 7
AUTUMN MEADOWS FLG 1
283 N CHERRYWOOD DR.
LOT 8
AUTUMN MEADOWS FLG 1
287 N CHERRYWOOD DR.
LOT 9
AUTUMN MEADOWS FLG 1
291 N CHERRYWOOD DR.
N CHERRYWOOD DR.N CHERRYWOOD DR.
AU
TU
M N
RI
DG
E
BL
VD
52235224
8" DIP
8" DIP
8" PVC8" PVC
8" D
IP
8" P
VC
" R
C P
30" RCP
C H
ER
R
YW
O
O D
D R
KE
EL
C
T W
AT
ER
LI
N
E R
EP
LA
C
EM
EN
TS
LA
FA
YE
TT
E, C
O
Issue:
E
D
C
B
A
1 2 3 4 5 6
240355-001
CHECKED BY
DRAWN BY
DATE
JOB NO.
DESIGNED BY
PM
25 JULY 2025
KJB
JBG
JBG
SMT
SA
VE
D
/1 5/
:0
2:
P M
B Y
AN
N
IE
.M
AC
AB
O
BB
Y
PL
O
TT
ED
/2 5/
:4
0:
A M
B Y
AN
N
IE
M
AC
AB
O
BB
Y U
:\F
TC
O
LL
IN
S\
\2
5\
1\
2P D
4_
PL
AN
S\
0\
-0
VF
- E
XI
ST
IN
G
C O
N D
IT
IO
N S.
D W
G
1 2 3 4 5 6
PROFESSIONAL ENGINEERING CONSULTANTS
351 LINDEN STREET SUITE 100
FT. COLLINS, CO 80524
970-232-9558 www.pec1.com
VF102
EXISTING CONDITIONS
N CHERRYWOOD DR
0 20' 40'10'
0 20' 40'10'
45.00' ROW
.0
0' R
O W
45.00' R O
W
W
W W
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
W W
UT
UT
UT
UT
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UT
UT
UT
UT
UE
UE
UE
UE
UE UE UE UE UE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE UE UE UE UE
UE
UE
UE
UE
UE
UE
W W
W
UE UE UE UE UEUT UT UT UT UT UT UTW
W
UE UE UE
W
G G
G
UE UE UE UE UEUE UE UE UE UEUT UT UT UT UT UT
W W
UT
UT
UT
UE
UE
UE
UE
UE UE UE
W W
UT UT UTUE UE UE
W W
W W W W W W W W W W W W W W W W W
W
W
W
W
W
G G G G G G G G G G G G G G G G G G G G G G G G
G G
G G
G
G
W
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
D D D D D D D D D D D D D D D
G G G G G G G G G G G G G G G G G G G G G G G G G
G G
G
G
G
G
G
G
G
G
G
G
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
D
D
D
D
D
D
D D
DMH #1498
RIM=5215.19
INV (S)=5210.49 (18" RCP)
INV (W)=5210.34 (30" RCP)
INV (E)=5210.22 (30" RCP)
SMH #1063
RIM=5213.04
INV (E)=5204.96 (12" PVC)
INV (N)=5205.55 (6" PVC)
INV (W)=5205.05 (8" PVC)
INV (S)=5205.04 (8" PVC)
SMH #1130
RIM=5211.54
INV (S)=5204.56 (6" PVC)
INV (W)=5204.53 (12" PVC)
INV (SE)=5204.31 (12" PVC)
SMH #1187
RIM=5215.07
INV (W)=5205.76 (8" PVC)
INV (E)=5205.56 (8" PVC)
DMH #1582
RIM=5213.48
INV (S)=5208.76 (18" RCP)
INV (W)=5208.22 (30" RCP)
INV (E)=5207.98 (30" RCP)
DMH #1132
RIM=5211.60
INV (W)=5206.40 (30" RCP)
INV (SE)=5206.09 (30" RCP)
25' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
10' UTILITY
EASEMENT
INLET
LOT 42, BLOCK 2
AUTUMN RIDGE
2245 REDWOOD AVE.
LOT 14, BLOCK 3
AUTUMN RIDGE
220 CHERRYWOOD DR. LOT 15, BLOCK 3
AUTUMN RIDGE
200 N CHERRYWOOD DR.
LOT 16, BLOCK 3
AUTUMN RIDGE
2245 E CHERRYWOOD DR.
TRACT A
AUTUMN RIDGE
LOT 6, BLOCK 4
AUTUMN RIDGE
205 N CHERRYWOOD DR.
LOT 5, BLOCK 4
AUTUMN RIDGE
215 N CHERRYWOOD DR.
LOT 4, BLOCK 4
AUTUMN RIDGE
225 N CHERRYWOOD DR.
LOT 3, BLOCK 4
AUTUMN RIDGE
235 N CHERRYWOOD DR.
LOT 2, BLOCK 4
AUTUMN RIDGE
245 N CHERRYWOOD DR.
LOT 1, BLOCK 4
AUTUMN RIDGE
255 N CHERRYWOOD DR.
LO
T
AU
TU
M N
M
EA
D O
W S
FL
G
N
C H
ER
R
YW
O
O D
D R
N CHERRYWOOD DR.
E CHERRYWOOD DR.
R
ED
W O
O D
A
VE
52135214
16 8" DIP8" DIP
" D
IP
14" DIP
30" RCP
30" RCP30" RCP
18" R C
P
30" RCP
8" PVC 12" PVC
8" DIP
8" D
IP
8" P
VC
12" PVC
FLARED END SECTION
INV (S)=5211.06 (18" RCP)
NGS CONTROL
ELECTRIC BOX
SANITARY MANHOLE
DRAINAGE MANHOLE
LIGHT POLE
VALVE BOX
FOUND MONUMENT AS DESCRIBED
ELECTRIC TRANSFORMER
WATER METER
TELEPHONE PEDESTAL
WATER SHUTOFF VALVE
WATER VALVE
ELECTRIC VAULT
FIBER OPTIC VAULT
MAJESTIC SURVEYING CONTROL POINT
FIRE HYDRANT
D
UE
G G
SS
UT
W
DRAINAGE LINE
ELECTRIC LOCATE
FENCE
FLOW LINE
GAS LOCATE
EDGE OF GRAVEL
EDGE OF LANDSCAPING
SANITARY LINE
TELEPHONE LOCATE
WATER LOCATE
ADJACENT BOUNDARIES
EASEMENT LINE
MAJOR CONTOUR
MINOR CONTOUR
IRRIGATION VALVE
LEGEND
DECIDUOUS TREE
LANDSCAPE ROCK
ASPHALT
CONCRETE
C H
ER
R
YW
O
O D
D R
KE
EL
C
T W
AT
ER
LI
N
E R
EP
LA
C
EM
EN
TS
LA
FA
YE
TT
E, C
O
Issue:
E
D
C
B
A
1 2 3 4 5 6
240355-001
CHECKED BY
DRAWN BY
DATE
JOB NO.
DESIGNED BY
PM
25 JULY 2025
KJB
JBG
JBG
SMT
SA
VE
D
/9 /2
9:
:2
AM
B
Y
AN
N
IE
.M
AC
AB
O
BB
Y
PL
O
TT
ED
/2
5/
:4 0:
A
M B
Y
AN
N
IE
M
AC
AB
O
BB
Y
U :\F
TC
O
LL
IN
S\
\2
5\
1\ 2P
D 4_
PL
AN
S\
0\
-0
VF
- E
XI
ST
IN
G C
O N
D
IT
IO
N
S.
D
W G
1 2 3 4 5 6
PROFESSIONAL ENGINEERING CONSULTANTS
351 LINDEN STREET SUITE 100
FT. COLLINS, CO 80524
970-232-9558 www.pec1.com
VF103
EXISTING CONDITIONS
N CHERRYWOOD DR
0 20' 40'10'
50.00' R O
W
45.00' R O
W
50.00' R O
NGS CONTROL
ELECTRIC BOX
SANITARY MANHOLE
DRAINAGE MANHOLE
LIGHT POLE
VALVE BOX
FOUND MONUMENT AS DESCRIBED
ELECTRIC TRANSFORMER
WATER METER
TELEPHONE PEDESTAL
WATER SHUTOFF VALVE
WATER VALVE
ELECTRIC VAULT
FIBER OPTIC VAULT
MAJESTIC SURVEYING CONTROL POINT
FIRE HYDRANT
D
UE
G G
SS
UT
W
DRAINAGE LINE
ELECTRIC LOCATE
FENCE
FLOW LINE
GAS LOCATE
EDGE OF GRAVEL
EDGE OF LANDSCAPING
SANITARY LINE
TELEPHONE LOCATE
WATER LOCATE
ADJACENT BOUNDARIES
EASEMENT LINE
MAJOR CONTOUR
MINOR CONTOUR
IRRIGATION VALVE
LEGEND
DECIDUOUS TREE
LANDSCAPE ROCK
ASPHALT
CONCRETE
UE
UE
UE
UE
UE UE UE UE UE
G
W W
G
G
W
G G
G G
W
UT
UT
UT
UT
W W
W W
W
G
UE
UE
W
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G
G
W W
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
W W W W W W W W W W W W W W W W W W W W W W W W W
W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W W
G G G G
G
G G G G
W W
SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W W
SMH #2354
RIM=5232.31
INV (S)=5222.31 (8" PVC)
INV (W)=5222.11 (8" PVC)
INV (E)=5222.05 (8" PVC)
8' PSCO GAS
EASEMENT
8' PSCO GAS
EASEMENT 8' PSCO GAS
EASEMENT
8' PSCO GAS
EASEMENT
XCEL GAS
SMH #2228
RIM=5234.31
INV (W)=5325.20 (8" PVC)
INV (S)=5325.14 (8" PVC)
INV (N)=5325.13 (8" PVC)
INV (E)=5325.03 (8" PVC)
LOT 30
AUTUMN MEADOWS FLG 2
411 W CHERRYWOOD DR.
LOT 52
AUTUMN MEADOWS FLG 2
434 S CHERRYWOOD DR.
LOT 51
AUTUMN MEADOWS FLG 2
438 S CHERRYWOOD DR.
LOT 50
AUTUMN MEADOWS FLG 2
442 S CHERRYWOOD DR.
LOT 49
AUTUMN MEADOWS FLG 2
446 S CHERRYWOOD DR.
LOT 25
AUTUMN MEADOWS PT
REPLT OF 1 & 2 LA
446 S CHERRYWOOD DR.
LO
T
AU
TU
M
N M
EA
D
O W
S
FL
G
S C
H
ER
R
YW
O O
D D
R
.LOT 48
AUTUMN MEADOWS FLG 2
445 S CHERRYWOOD DR.
LOT 47
AUTUMN MEADOWS FLG 2
441 S CHERRYWOOD DR.
LOT 46
AUTUMN MEADOWS FLG 2
437 S CHERRYWOOD DR.
LOT 45
AUTUMN MEADOWS FLG 2
433 S CHERRYWOOD DR.
LOT 31
AUTUMN MEADOWS FLG 2
415 S CHERRYWOOD DR.
W C
H
ER
R
YW
O O
D D
R
S CHERRYWOOD DR.
C
ED
A R
W O
O D
C
IR
PI
N
EW
O O
D C
IR
PI
N
EW
O
O D
C
IR
5 5233
8" DIP 8" DIP
8" D
IP
8"
D
IP
8" D
IP
8"
D
IP
8" DIP
8" PVC 8" PVC
8" P
VC
8" PVC
8" P
VC
8"
P
VC
AUTUMN MEADOWS FLG 2
453 S CHERRYWOOD DR.
G
UE
UE
W
G
G G G
G G G G G G
G
W W
G G G G G G G G G
W W W W W W
W W
SS SS SS SS SS SS
W W
W W
UT
UT
UT
UT
UT
UT
UT
UT
UE
UE
UE
UE
W W W
W
W W
UE
G G
G G
UT
UT
UT
G G G G
G G G G G G G G G G G G
G G
G G G G G G G G G G G G G
G G
G G
W W W W W W W W W W W W W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SMH #2354
RIM=5232.31
INV (S)=5222.31 (8" PVC)
INV (W)=5222.11 (8" PVC)
INV (E)=5222.05 (8" PVC)
LOT 49
AUTUMN MEADOWS FLG 2
446 S CHERRYWOOD DR.
LOT 25
AUTUMN MEADOWS PT
REPLT OF 1 & 2 LA
446 S CHERRYWOOD DR.
LO
T
AU
TU
M
N M
EA
D
O W
S
FL
G
S C
H
ER
R
YW
O O
D D
R
.LOT 48
AUTUMN MEADOWS FLG 2
445 S CHERRYWOOD DR.
C
ED
A R
W O
O D
C
IR
PI
N
EW
O O
D C
IR
8" DIP
8" D
IP
8"
D
IP
8" P
VC
8" PVC
LOT 27
AUTUMN MEADOWS FLG 2
453 S CHERRYWOOD DR. LOT 26
AUTUMN MEADOWS FLG 2
457 S CHERRYWOOD DR.
LOT 23
AUTUMN MEADOWS FILING 1
2394 AUTUMN RIDGE BLVD. LOT 2, BLOCK 2
AUTUMN RIDGE FILING 1
2385 N SPRINGWOOD CT.
LOT 1, BLOCK 1
AUTUMN RIDGE FILING 1
2405 N SPRINGWOOD CT.
SMH #6327
RIM=5228.97
INV (W)=5220.42 (8" PVC)
INV (E)=5220.31 (8" PVC)
SMH #6328
RIM=5225.39
INV (N)=5215.78 (8" PVC)
INV (W)=5215.66 (8" PVC)
INV (S)=5215.61 (8" PVC)
INV (E)=5215.49 (8" PVC)
A U
TU
M
N R
ID
G
E B
LV
D
N S
PR
IN
G W
O O
D C
T.
8" D
IP
12" DIP
" D
IP
8" PVC
S CHERRYWOOD DR.
C H
ER
R
YW
O
O D
D R
KE
EL
C
T W
AT
ER
LI
N
E R
EP
LA
C
EM
EN
TS
LA
FA
YE
TT
E, C
O
Issue:
E
D
C
B
A
1 2 3 4 5 6
240355-001
CHECKED BY
DRAWN BY
DATE
JOB NO.
DESIGNED BY
PM
25 JULY 2025
KJB
JBG
JBG
SMT
SA
VE
D
/9 /2
9:
:4
AM
B
Y
AN
N
IE
.M
AC
AB
O
BB
Y
PL
O
TT
ED
/2
5/
:4 1:
A
M B
Y
AN
N
IE
M
AC
AB
O
BB
Y
U :\F
TC
O
LL
IN
S\
\2
5\
1\ 2P
D 4_
PL
AN
S\
0\
-0
VF
- E
XI
ST
IN
G C
O N
D
IT
IO
N
S.
D
W G
1 2 3 4 5 6
PROFESSIONAL ENGINEERING CONSULTANTS
351 LINDEN STREET SUITE 100
FT. COLLINS, CO 80524
970-232-9558 www.pec1.com
VF104
EXISTING CONDITIONS
S CHERRYWOOD DR
0 20' 40'10'
.0
0' R
O
DMH #2881
RIM=5334.94
INV (W)=5330.35 (18" RCP)
INV (NW)=5330.03 (18" RCP)
INV (E)=5329.81 (24" RCP)
INV (S)=5330.46 (18" RCP)
X
X
X
X
X
X
X X
X X
X
G
G G
G G
UE
UE
UE
UE
UE
UT
UT
UT
UT
UT
G
G
G G G G G G G G
G G
G
G
G
G
G
G
G
G
G
G
G G G G G
G
G
G
G
G G
G
W
W W
W
W
W
W W
W
W
W
W
W
W
W
UE
UE
UE
UE
UE
UE
UE
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
UE
UE
UE
UE
UE
UE
UE
UE
UE
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
G
G
W
G
G G
G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G
G
G
G
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
D
D
D
D
D
D
D
D
D
D
D
D
D
D
G
G
G
G
G
G G
G G
G G
D
D
D
D
D
D
D
D
SS
SS
SS
SS
SS
SS
SS
SS
SS
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
D D
D
D
D
DW
W
SMH #2882
RIM=5334.60
INV (NW)=5327.09 (8" PVC)
INV (NE)=5327.00 (8" PVC)
DMH #3030
RIM=5334.27
INV (W)=5329.37 (24" RCP)
INV (SE)=5329.19 (24" RCP)
SMH #2987
RIM=5332.42
INV (E)=5325.18 (8" PVC)
INV (NW)=5325.08 (8" PVC)
DMH #2804
RIM=5329.98
INV (E)=5326.21 (24" RCP)
INV (W)=5326.16 (24" RCP)
INV (N)=5326.10 (24" RCP)
SMH #3029
RIM=5334.41
INV (SE)=5326.50 (8" PVC)
INV (SW)=5326.68 (8" PVC)
DMH #3021
RIM=5332.92
INV (NW)=5328.19 (24" RCP)
INV (SE)=5327.97 (24" RCP)
DMH #2986
RIM=5331.84
INV (NW)=5327.13 (24" RCP)
INV (E)=5326.72 (24" RCP)
SMH #2805
RIM=5329.94
INV (S)=5324.29 (8" PVC)
INV (W)=5324.27 (8" PVC)
INV (N)=5324.22 (8" PVC)
INV (E)=5324.07 (8" PVC)
10' UTILITY
EASEMENT
5' UTILITY
EASEMENT
5' UTILITY
EASEMENT
10' UTILITY
EASEMENT
5'
8' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
DMH #2835
RIM=5334.88
INV (NE)=5330.90 (18" RCP)
NORTHERN
WATER *
INLET
LOT 65
WANEKA LANDING
1801 KEEL CT.
LOT 66
WANEKA LANDING
1805 KEEL CT.
LOT 67
WANEKA LANDING
1809 KEEL CT.
LOT 68
WANEKA LANDING
1813 KEEL CT.
LOT 69
WANEKA LANDING
1817 KEEL CT.
LOT 70
WANEKA LANDING
1821 KEEL CT.LOT 71
WANEKA LANDING
1825 KEEL CT.
LOT 49
WANEKA LANDING
721 PASCHAL DR.
LOT 50
WANEKA LANDING
717 PASCHAL DR.
LOT 60
WANEKA LANDING
1816 KEEL CT.
LOT 61
WANEKA LANDING
1812 KEEL CT.
LOT 62
WANEKA LANDING
1808 KEEL CT.
LOT 63
WANEKA LANDING
1804 KEEL CT.
LOT 64
WANEKA LANDING
1800 KEEL CT.
LOT 1
WANEKA LANDING
1600 WANEKA
LAKE TRAIL
PA
SC
HA
L
DR
KEEL CT.
CARIA DR.
WANEKA LAKE TRL.
8" DIP
8" D
IP
8" DIP
8" DIP
12" DIP
8" DIP
12" DIP
8" DIP
18" R
CP
18" RCP
" R
C P
24" RCP
24" RCP
24" RCP
24" RCP
24" R
CP
24" RCP
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
8" P
VC 8" PVC
SMH #6342
RIM=5329.53
INV (N)=5324.35 (8" PVC)
INV (S)=5324.33 (8" PVC)
DMH #2804
RIM=5329.98
INV (S)=5326.45 (24" RCP)
INV (NE)=5326.39 (18" RCP)
INV (SW)=5326.36 (24" RCP)
SMH #6343
RIM=5331.98
INV (SW)=5324.94 (8" PVC)
INV (NE)=5324.81 (8" PVC)
DMH #6344
RIM=5331.64
INV (NW)=5327.19 (24" RCP)
INV (SE)=5326.72 (24" RCP)
DMH #6338
RIM=5335.23
BOTTOM OF BOX=5330.84
INV (N)=5330.92 (18" RCP)
.0
0'
RO
W
45.00' R
OW
60.00' ROW
45.00' ROW
NGS CONTROL
ELECTRIC BOX
SANITARY MANHOLE
DRAINAGE MANHOLE
LIGHT POLE
VALVE BOX
FOUND MONUMENT AS DESCRIBED
ELECTRIC TRANSFORMER
WATER METER
TELEPHONE PEDESTAL
WATER SHUTOFF VALVE
WATER VALVE
ELECTRIC VAULT
FIBER OPTIC VAULT
MAJESTIC SURVEYING CONTROL POINT
FIRE HYDRANT
D
UE
X X
G G
SS
UT
W
DRAINAGE LINE
ELECTRIC LOCATE
FENCE
FLOW LINE
GAS LOCATE
EDGE OF GRAVEL
EDGE OF LANDSCAPING
SANITARY LINE
TELEPHONE LOCATE
WATER LOCATE
ADJACENT BOUNDARIES
EASEMENT LINE
MAJOR CONTOUR
MINOR CONTOUR
IRRIGATION VALVE
LEGEND
DECIDUOUS TREE
LANDSCAPE ROCK
ASPHALT
CONCRETE
C H
ER
R
YW
O
O D
D R
KE
EL
C
T W
AT
ER
LI
N
E R
EP
LA
C
EM
EN
TS
LA
FA
YE
TT
E, C
O
Issue:
E
D
C
B
A
1 2 3 4 5 6
240355-001
CHECKED BY
DRAWN BY
DATE
JOB NO.
DESIGNED BY
PM
25 JULY 2025
KJB
JBG
JBG
SMT
SA
VE
D
/9 /2
9:
:2
AM
B
Y
AN
N
IE
.M
AC
AB
O
BB
Y
PL
O
TT
ED
/2
5/
:4 1:
A
M B
Y
AN
N
IE
M
AC
AB
O
BB
Y
U :\F
TC
O
LL
IN
S\
\2
5\
1\ 2P
D 4_
PL
AN
S\
0\
-0
VF
- E
XI
ST
IN
G C
O N
D
IT
IO
N
S.
D
W G
1 2 3 4 5 6
PROFESSIONAL ENGINEERING CONSULTANTS
351 LINDEN STREET SUITE 100
FT. COLLINS, CO 80524
970-232-9558 www.pec1.com
VF105
EXISTING CONDITIONS
KEEL CT
0 20' 40'10'
* NORTHERN WATER SHALL BE NOTIFIED OF
WORK IN AREAS ADJACENT TO THEIR PIPELINE.
NORTHERN WATER PERSONNEL SHALL BE ON
STAND-BY AND SCHEDULED PRIOR TO
BEGINNING WORK IN ADJACENT AREAS.
ER
R
YW
O
O D
D R
KE
EL
C
T W
AT
ER
LI
N
E R
EP
LA
C
EM
EN
TS
LA
FA
YE
TT
E, C
O
Issue:
E
D
C
B
A
1 2 3 4 5 6
240355-001
CHECKED BY
DRAWN BY
DATE
JOB NO.
DESIGNED BY
PM
25 JULY 2025
KJB
JBG
JBG
SMT
SA
VE
D
/1 1/
1:
:0
AM
B Y
SC
O
TT
.T
U R
N
BU
LL
PL
O
TT
ED
/2 5/
:4
1:
A M
B Y
AN
N
IE
M
AC
AB
O
BB
Y U
:\F
TC
O
LL
IN
S\
\2
5\
1\
2P D
4_
PL
AN
S\
0\
-0
C U
- O
VE
R
AL
L U
TI
LI
TY
P
LA
N
.D W
G
1 2 3 4 5 6
PROFESSIONAL ENGINEERING CONSULTANTS
351 LINDEN STREET SUITE 100
FT. COLLINS, CO 80524
970-232-9558 www.pec1.com
CU101
OVERALL UTILITY PLAN
CU204
S CHERRYWOOD DR
W C
HE
RR
YW
OO
D
DR
CE
DA
RW
OO
D
CI
R
SPRUCEWOOD CT N CHERRYWOOD DR
AU
TU
M N
RI
DG
E
BL
VD
R
ED
W O
O D
A
VE
E CHERRYW
O
O
D DR
CU201
CU202
N CHERRYWOOD DR
CU203
PI
N
EW
O
O D
C
IR
PI
N
EW
O
O D
C
IR
CU205
AU
TU
M
N R
ID
G
E
BL
VD
S CHERRYWOOD DR
S
SP
R
IN
G
W O
O D
C T
0 80'40' 160'
KEEL CT
WANEKA LAKE TR
PA
SC
H
AL
D R
CU206
W
W
W
W
W
W
W
W W
W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
W W
W W
W W
W W W W W W W W W
G
G
G
G
G
G
G
G
G G
G G G G G G
G G
G G
G G
G G
G G
G G G G G G G G G G G G G
W
W
G G
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G G G G
G
G G
G G
G G G G G G G G G
G G
G G
G G
G G
G G G G G G G G G G G
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SMH #2013
RIM=5231.35
INV (W)=5221.34 (8" PVC)
INV (S)=5221.20 (8" PVC)
INV (NE)=5220.99 (8" PVC)
SMH #1750
RIM=5226.14
INV (W)=5216.81 (8" PVC)
INV (NE)=5216.67 (8" PVC)
SMH #1931
RIM=5229.63
INV (SW)=5218.82 (8" PVC)
INV (E)=5217.81 (8" PVC)
8' UTILITY
EASEMENT
8' PSCO GAS
EASEMENT
8' PSCO GAS
EASEMENT
8' PSCO GAS
EASEMENT
8' PSCO GAS
EASEMENT
8' PSCO GAS
EASEMENT
LOT 18
AUTUMN MEADOWS PT
REPLAT OF 1 & 2 LA
363 W CHERRYWOOD DR.
LOT 61
AUTUMN MEADOWS FLG 2
364 W CHERRYWOOD DR.
LOT 62
AUTUMN MEADOWS FLG 2
316 N CHERRYWOOD DR.
LOT 63
AUTUMN MEADOWS FLG 2
312 N CHERRYWOOD DR.
LOT 64
AUTUMN MEADOWS FLG 2
304 N CHERRYWOOD DR.
LOT 65
AUTUMN MEADOWS FLG 2
300 N CHERRYWOOD DR.
LOT 66
AUTUMN MEADOWS FLG 2
296 N CHERRYWOOD DR.
LOT 67
AUTUMN MEADOWS FLG 2
292 N CHERRYWOOD DR.
LOT 1
AUTUMN MEADOWS FLG 2
295 N CHERRYWOOD DR.
LOT 2
AUTUMN MEADOWS FLG 2
299 N CHERRYWOOD DR.LOT 3
AUTUMN MEADOWS FLG 2
303 N CHERRYWOOD DR.
W C
HE
RR
YW
OOD
DR
N CHERRYWOOD DR.
SPRUCEWOOD CT.
8"
DIP
8" DIP
8" PVC
8" PVC
8" DIP 8" D
IP
8" PVC
8" P
VC
CUT & CAP EX. 8" WL AT BEND
ABANDON EX. WL IN PLACE. END
OF PIPE SHALL BE FILLED WITH
GROUT AND ABANDONED
1-FIRE HYDRANT ASSEMBLY
TOP VALVE BOX EL. = MATCH
EXISTING
FH BURY LINE EL. = MATCH
EXISTING
REMOVE EX. HYDRANT & CAP
RISER 24" BELOW FG W/
CONCRETE
ABANDON EX 8" MJ GATE
VALUE. CLOSE VALVE
FULLY REMOVE BOX
NOTE:
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE THE
EXISTING 8" WATERLINE CONNECTION TO VERIFY EXISTING PIPE
SIZE, MATERIAL, LOCATION, AND ELEVATION. THE CONTRACTOR
SHALL REPORT HIS FINDINGS TO THE ENGINEER SO THAT ANY
NECESSARY PLAN MODIFICATIONS CAN BE MADE. ANY ADDITIONAL
LABOR OR MATERIALS NECESSARY TO COMPLETE THE CONNECTION
SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT.
EX. 8" WL TO BE
ABANDONED IN PLACE
REMOVE EX. TEE & GV's
REPLACE WITH
1-8" 90° BEND
1- 8" VALVE ASSEMBLY (S.W.)
(MJ GATE VALVE)
REMOVE EX. 8" DIP WL
REPLACE W/ 8" PVC WL
W
W
W
W W W
W W
W W
W W
W W
W W
W W
W W W W W W
W
W
10+00
11+00
12+00
13+00 14+00
N: 1,234,544.81, E: 3,114,070.04
STA. 10+06.00, N CHERRYWOOD DR WATERLINE
INSTALL 8'' 22.5° BEND
N: 1,234,582.51, E: 3,114,124.96
STA. 10+72.67, N CHERRYWOOD DR WATERLINE
1- 8'' 22.5° BEND
N: 1,234,581.08, E: 3,114,121.72
STA. 10+69.13, N CHERRYWOOD DR WATERLINE
1- 8'' 11.25° BEND
N: 1,234,588.37, E: 3,114,381.05
STA. 13+28.83, N CHERRYWOOD DR WATERLINE
1- 8'' 11.25° BEND
PROPOSED 8" PVC WL
N: 1,234,539.75, E: 3,114,066.83
STA. 0+03.00, SPRUCEWOOD CT CONNECTION
1- 8'' x 8'' TEE
2- 8" VALVE ASSEMBLY (N.W, N.E.)
(MJ GATE VALVE)
TOP VALVE BOX EL. = MATCH EXISTING N: 1,234,587.51, E: 3,114,343.30
STA. 12+91.07, N CHERRYWOOD DR WATERLINE
1- 8" VALVE ASSEMBLY (E)
(MJ GATE VALVE)
1 - 6" VALVE ASSEMBLY (N)
(MJ GATE VALVE)
PROPOSED SAWCUT LIMITS
NOTE:
ALL CONCRETE REMOVAL SHALL BE
COMPLETED TO THE NEAREST JOINT.
PROPOSED
6" PVC WL
5'
5'
N CHERRYWOOD DR WATERLINE
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
.0
.5
.9
.0
.7
.6
.3
.9
.1
.7
.3
.6
.1
.7
.3
+0 0.
.3
+0 0.
.5
+2 8.
.0
+9 4.
.5
+7 2.
.1
+9 1.
.2
+0 2.
.2
+0
6.
.5
+6 9.
8" P
VC
S
AN
IT
AR
Y
TO
P=
9.
±54.5" (18" MIN)
PROPOSED 8" PVC WATERLINE PROFILE
4.5' MIN COVER
TOP OF PIPE ELEV. (TYP.)
8' ' x
'' T
EE
8' ' 2
2.
5°
B
EN
D
8' ' 1
1.
° B
EN
D
8' ' 2
2.
5°
B
EN
D
8' ' x
'' T
EE
8' ' 1
1.
° B
EN
D
8' ' V
AL
VE
8' ' V
AL
VE
EXISTING GRADE C
H
ER
R
YW
O
O D
D R
KE
EL
C
T W
AT
ER
LI
N
E R
EP
LA
C
EM
EN
TS
LA
FA
YE
TT
E, C
O
Issue:
E
D
C
B
A
1 2 3 4 5 6
240355-001
CHECKED BY
DRAWN BY
DATE
JOB NO.
DESIGNED BY
PM
25 JULY 2025
KJB
JBG
JBG
SMT
SA
VE
D
/1 6/
2:
:3
PM
B Y
AN
N
IE
.M
AC
AB
O
BB
Y
PL
O
TT
ED
/2 5/
:4
5:
A M
B Y
AN
N
IE
M
AC
AB
O
BB
Y U
:\F
TC
O
LL
IN
S\
\2
5\
1\
2P D
4_
PL
AN
S\
0\
-0
C U
- W
AT
ER
LI
N E
PL
AN
P
R O
FI
LE
.D W
G
1 2 3 4 5 6
PROFESSIONAL ENGINEERING CONSULTANTS
351 LINDEN STREET SUITE 100
FT. COLLINS, CO 80524
970-232-9558 www.pec1.com
CU201
WATERLINE PLAN & PROFILE
N CHERRYWOOD DR
0 20' 40'10'
45.00' ROW
.0
0' R
O W
M
ATC
H
LIN
E STA. 14+00
SEE SH
EET C
U
LEGEND
PROPOSED CONCRETE
PROPOSED ASPHALT PAVEMENT
EXISTING ASPHALT PAVEMENT
EXISTING CONCRETE
5'
HORIZ.: 1"=20'
VERT.: 1"=5'
PROFILE SCALE:
N CHERRYWOOD DR WATERLINE
14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00
8' ' 1
1.
° B
EN
D
8' ' x
'' T
EE
8' ' x
'' T
EE
8' '4
5° B
EN
D
8' '4
5° B
EN
D
8' ' V
AL
VE
8' ' V
AL
VE
8' ' V
AL
VE
.5
.8
.0
.2
.8
.4
.0
.1
.7
.4
.9
.5
.6
.7
.8
.3
.3
.2
+0 0.
.2
+5 6.
.4
+5
7.
.2
+7 6.
.7
+3 5.
.3
+7 3.
.1
+5 4.
.1
+5
1.
.2
+7 9.
" R
C P
IN
V=
2.
18" MIN.
±38" (18" MIN)
8" P
VC
S
AN
IT
AR
Y
TO
P=
2.
PROPOSED 8" PVC WATERLINE PROFILE
4.5' MIN COVER
TOP OF PIPE ELEV. (TYP.)
PH-1, 4" PVC ELECTRIC
TOP= 5216.39
EXISTING GRADE
PH-1, 4" PVC ELECTRIC
TOP= 5217.06
PH-1, 4" PVC ELECTRIC
TOP= 5216.81
W W
W W
W W
W
W W
UE
UE
UE
UE
W W
UE UE UE UE UE
W W
W
W W
W W
W W
W
W W
W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
D D D
G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
SS
SS
SS
SS D
D
D D
SMH #1728
RIM=5224.34
INV (N)=5215.36 (8" PVC)
INV (SW)=5215.29 (8" PVC)
INV (E)=5215.17 (8" PVC)
DMH #1472
RIM=5216.72
BOTTOM OF BOX=5211.42
INV (N)=5211.42 (CANNOT VERIFY)
INV (E)=5211.44 (30" RCP)
DMH #1186
RIM=5216.63
BOTTOM OF BOX=5213.25
INV (S)=5213.25
SMH #1298
RIM=5221.62
INV (S)=5212.23 (8" PVC)
INV (W)=5212.19 (8" PVC)
INV (E)=5212.08 (8" PVC)
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
10' UTILITY
EASEMENT
LOT 67
AUTUMN MEADOWS FLG 2
292 N CHERRYWOOD DR.
LOT 15
AUTUMN MEADOWS FLG 1
2284 AUTUMN RIDGE BLVD.
LOT 11
AUTUMN MEADOWS FLG 1
2285 AUTUMN RIDGE BLVD.
LOT 10
AUTUMN MEADOWS FLG 1
270 N CHERRYWOOD DR. TRACT B
AUTUMN MEADOWS
LOT 1
AUTUMN MEADOWS FLG 1
259 N CHERRYWOOD DR.
LOT 2
AUTUMN MEADOWS FLG 1
263 N CHERRYWOOD DR.
LOT 3
AUTUMN MEADOWS FLG 1
267 N CHERRYWOOD DR.
LOT 4
AUTUMN MEADOWS FLG 1
271 N CHERRYWOOD DR.
LOT 5
AUTUMN MEADOWS FLG 1
275 N CHERRYWOOD DR.
LOT 6
AUTUMN MEADOWS FLG 1
279 N CHERRYWOOD DR.
LOT 7
AUTUMN MEADOWS FLG 1
283 N CHERRYWOOD DR.
LOT 8
AUTUMN MEADOWS FLG 1
287 N CHERRYWOOD DR.
LOT 9
AUTUMN MEADOWS FLG 1
291 N CHERRYWOOD DR.
N CHERRYWOOD DR.N CHERRYWOOD DR.
A U
TU
M
N R
ID
G
E B
LV
D
W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
14+00
15+00 16+00 17+00 18+00 19+005225
8" DIP 8" DIP
8" PVC8" PVC
8" D
IP
8" P
VC
30" RCP
" R
C P
CONNECT TO EX. 8" WL
W/ 8" MJ COUPLING
CUT & CAP EX. 8" WL
ABANDON WL IN PLACE. END OF
PIPE SHALL BE FILLED WITH GROUT
CUT & CAP EX. 8" WL
ABANDON WL IN PLACE
END OF PIPE SHALL BE
FILLED WITH GROUT
SMH #6331
RIM=5222.05
INV (S)=5212.70 (8" PVC)
INV (N)=5212.60 (8" PVC)
REMOVE EX. HYDRANT
& CAP RISER 24" BELOW
FG W/ CONCRETE
FULLY REMOVE BOX. PULL
BOLTS OFF & FILL VALVE
WITH CONCRETE EX. 6" MJ
GATE VALUE
1-FIRE HYDRANT ASSEMBLY
TOP VALVE BOX EL. = MATCH EXISTING
FH BURY LINE EL. = MATCH EXISTING
REMOVE EX. 8"
MJ GATE VALVE
EX. 8" WL TO BE
ABANDONED IN PLACE
EX. 8" WL TO BE
ABANDONED IN
PLACE
NOTE:
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE
THE EXISTING 8" WATERLINE CONNECTION TO VERIFY EXISTING
PIPE SIZE, MATERIAL, LOCATION, AND ELEVATION. THE
CONTRACTOR SHALL REPORT HIS FINDINGS TO THE ENGINEER
SO THAT ANY NECESSARY PLAN MODIFICATIONS CAN BE MADE.
ANY ADDITIONAL LABOR OR MATERIALS NECESSARY TO
COMPLETE THE CONNECTION SHALL BE CONSIDERED
SUBSIDIARY TO THE PROJECT.
PH-1 = POTHOLE LOCATION 1
PROPOSED 8" PVC WL
N: 1,234,612.05, E: 3,114,484.73
STA. 14+35.18, N CHERRYWOOD DR WATERLINE
1- 8'' 11.25° BEND
N: 1,234,612.65, E: 3,114,625.94
STA. 15+76.39, N CHERRYWOOD DR WATERLINE
1- 8" x 8" TEE
3- 8" VALVE ASSEMBLY (W, S, E)
(MJ GATE VALVE)
N: 1,234,613.40, E: 3,114,801.51
STA. 17+51.96, N CHERRYWOOD DR WATERLINE
1- VALVE ASSEMBLY (E)
(MJ GATE VALVE)
1- 6" VALVE ASSEMBLY (N)
(MJ GATE VALVE)
NOTE:
ALL CONCRETE REMOVAL SHALL BE
COMPLETED TO THE NEAREST JOINT.
PROPOSED
6" PVC WL
5'
PH-1
N: 1,234,613.84, E: 3,114,905.69
STA. 18+56.14, N CHERRYWOOD DR WATERLINE
2- 8" 45° VERTICAL BEND
C H
ER
R
YW
O
O D
D R
KE
EL
C
T W
AT
ER
LI
N
E R
EP
LA
C
EM
EN
TS
LA
FA
YE
TT
E, C
O
Issue:
E
D
C
B
A
1 2 3 4 5 6
240355-001
CHECKED BY
DRAWN BY
DATE
JOB NO.
DESIGNED BY
PM
25 JULY 2025
KJB
JBG
JBG
SMT
SA
VE
D
/1 6/
1:
:4
AM
B Y
AN
N
IE
.M
AC
AB
O
BB
Y
PL
O
TT
ED
/2 5/
:4
5:
A M
B Y
AN
N
IE
M
AC
AB
O
BB
Y U
:\F
TC
O
LL
IN
S\
\2
5\
1\
2P D
4_
PL
AN
S\
0\
-0
C U
- W
AT
ER
LI
N E
PL
AN
P
R O
FI
LE
.D W
G
1 2 3 4 5 6
PROFESSIONAL ENGINEERING CONSULTANTS
351 LINDEN STREET SUITE 100
FT. COLLINS, CO 80524
970-232-9558 www.pec1.com
CU202
WATERLINE PLAN & PROFILE
N CHERRYWOOD DR
0 20' 40'10'
45.00' R O
W
M
ATC
H
LIN
E STA. 14+00
SEE SH
EET C
U
M
AT
C H
LI
N
E
ST
A.
9+
SE
E
SH
EE
T C
U
LEGEND
PROPOSED CONCRETE
PROPOSED ASPHALT PAVEMENT
EXISTING ASPHALT PAVEMENT
EXISTING CONCRETE
5'
HORIZ.: 1"=20'
VERT.: 1"=5'
W
W W
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
W W
UT
UT
UT
UT
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UT
UT
UT
UT
UE
UE
UE
UE
UE UE UE UE UE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE UE UE UE UE
UE
UE
UE
UE
UE
UE
W W
W
UE UE UE UE UEUT UT UT UT UT UT UTW
W
UE UE UE
W
G G
G
UE UE UE UE UEUE UE UE UE UEUT UT UT UT UT UT
W W
UT
UT
UT
UE
UE
UE
UE
UE UE UE
W W
UT UT UTUE UE UE
W W
W W W W W W W W W W W W W W W W W W
W
W
W
W
W
G G G G G G G G G G G G G G G G G G G G G G G G G G
G G
G G
G
G
W
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
D D D D D D D D D D D D D D D D
G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G
G
G
G
G
G
G
G
G
G
G
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
D
D
D
D
D
D
D D
DMH #1498
RIM=5215.19
INV (S)=5210.49 (18" RCP)
INV (W)=5210.34 (30" RCP)
INV (E)=5210.22 (30" RCP)
SMH #1063
RIM=5213.04
INV (E)=5204.96 (12" PVC)
INV (N)=5205.55 (6" PVC)
INV (W)=5205.05 (8" PVC)
INV (S)=5205.04 (8" PVC)
SMH #1130
RIM=5211.54
INV (S)=5204.56 (6" PVC)
INV (W)=5204.53 (12" PVC)
INV (SE)=5204.31 (12" PVC)
SMH #1187
RIM=5215.07
INV (W)=5205.76 (8" PVC)
INV (E)=5205.56 (8" PVC)
DMH #1582
RIM=5213.48
INV (S)=5208.76 (18" RCP)
INV (W)=5208.22 (30" RCP)
INV (E)=5207.98 (30" RCP)
DMH #1132
RIM=5211.60
INV (W)=5206.40 (30" RCP)
INV (SE)=5206.09 (30" RCP)
25' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
10' UTILITY
EASEMENT
INLET
LOT 42, BLOCK 2
AUTUMN RIDGE
2245 REDWOOD AVE.
LOT 14, BLOCK 3
AUTUMN RIDGE
220 CHERRYWOOD DR.
LOT 15, BLOCK 3
AUTUMN RIDGE
200 N CHERRYWOOD DR. LOT 16, BLOCK 3
AUTUMN RIDGE
2245 E CHERRYWOOD DR.
TRACT A
AUTUMN RIDGE
LOT 6, BLOCK 4
AUTUMN RIDGE
205 N CHERRYWOOD DR.
LOT 5, BLOCK 4
AUTUMN RIDGE
215 N CHERRYWOOD DR.
LOT 4, BLOCK 4
AUTUMN RIDGE
225 N CHERRYWOOD DR.
LOT 3, BLOCK 4
AUTUMN RIDGE
235 N CHERRYWOOD DR.
LOT 2, BLOCK 4
AUTUMN RIDGE
245 N CHERRYWOOD DR.
LOT 1, BLOCK 4
AUTUMN RIDGE
255 N CHERRYWOOD DR.
LO
T
AU
TU
M
N M
EA
D
O W
S
FL
G
N C
H
ER
R
YW
O O
D D
R
N CHERRYWOOD DR.
E CHERRYWOOD DR.
R
ED
W
O O
D A
VE
W W W W W W W W W W W W W W W W W W W W
W
W
19+00 20+00 21+00 22+00
8" DIP8" DIP
" D
IP
14" DIP
30" RCP
30" RCP30" RCP
18" R C
P
30" RCP
8" PVC 12" PVC
8" DIP
8" D
IP
8" P
VC
12" PVC
CUT & CAP EX. 8" WL FULLY
REMOVE BOX. PULL BOLTS OFF &
FILL VALVE WITH CONCRETE
EX. 8" MJ GATE VALVE ABANDON
WL IN PLACE
CUT & CAP EX. 8" WL
REMOVE 1- EX. 8" MJ GATE VALVES
ABANDON WL IN PLACE. END OF PIPE
SHALL BE FILLED WITH GROUT
CUT & CAP EX. 8" WL
ABANDON WL IN
PLACE. END OF PIPE
SHALL BE FILLED WITH
GROUT
CONNECT TO EX. 8" WL
W/ 8" MJ COUPLING
EX. 8" WL TO BE
ABANDONED IN PLACE EX. 8" WL TO BE
ABANDONED IN PLACE
NOTE:
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE
THE EXISTING 8" AND 14" WATERLINE CONNECTION TO VERIFY
EXISTING PIPE SIZE, MATERIAL, LOCATION, AND ELEVATION. THE
CONTRACTOR SHALL REPORT HIS FINDINGS TO THE ENGINEER SO
THAT ANY NECESSARY PLAN MODIFICATIONS CAN BE MADE. ANY
ADDITIONAL LABOR OR MATERIALS NECESSARY TO COMPLETE THE
CONNECTIONS SHALL BE CONSIDERED SUBSIDIARY TO THE
PROJECT.
PH-# = POTHOLE NUMBER
REMOVE EX. TEE &
REPLACE W/ 14"
90° BEND
14" BFV S.E.
FULLY REMOVE BOX. PULL
BOLTS OFF & FILL VALVE
WITH CONCRETE 1- EX. 8" MJ
GATE VALVE
REMOVE EX. 14" DIP WL
REPLACE W/ 14" PVC WL
N: 1,234,599.42, E: 3,115,291.62
STA. 22+47.72, N CHERRYWOOD DR WATERLINE
1- 8'' 11.25° BEND
N: 1,234,612.11, E: 3,115,280.10
STA. 22+30.59, N CHERRYWOOD DR WATERLINE
1- 8''45° BEND
N: 1,234,615.03, E: 3,115,111.65
STA. 20+62.10, N CHERRYWOOD DR WATERLINE
1- 8" x 8" TEE
3- 8" VALVE ASSEMBLY (W, S, E)
(MJ GATE VALVE)
NOTE:
ALL CONCRETE REMOVAL SHALL
BE COMPLETED TO THE
NEAREST JOINT.
N: 1,234,593.20, E: 3,115,299.39
STA. 0+22.70, E CHERRYWOOD DR CONNECTION
1- 14" x 8" TEE
1- 14" VALVE ASSEMBLY (NE)
(MJ BUTTERFLY VALVE)
1- 8" VALVE ASSEMBLY (NW)
(MJ GATE VALVE)
PH-2 PH-3
PH-4
PH-5
N CHERRYWOOD DR WATERLINE
19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00
8' ' x
'' T
EE
8' '4
5° B
EN
D
8' ' 1
1.
° B
EN
D
'' x
'' T
EE
8' ' V
AL
VE
8' ' V
AL
VE
8' ' V
AL
VE
.6
.7
.7
.1
.0
.8
.4
.2
.0
.5
.2
.9
.4
.3
+5 7.
.4
+3 0.
.9
+4 7.
.6
+5 4.
.2
+5 9.
.1
+6
2.
.1
+6 5.
.3
+5 7.
.4
+3 0.
PROPOSED 8" PVC
WATERLINE PROFILE
4.5' MIN COVER
TOP OF PIPE ELEV. (TYP.)
VE
R
TI
C
AL
D
EF
LE
C
TI
O N
12" PVC SANITARY
TOP= 5205.30
18" MIN
8" P
VC
S
AN
IT
AR
Y
TO
P=
5.
±31" (18" MIN)
PH-2, 4" PVC ELECTRIC
TOP= 5212.85
EX. UNDG. GAS
PH-3, NOT FOUND (6' X 5') EX
. U N
D G
. T
EL
EC
O
M D
EP
TH
E
ST
IM
AT
ED
PH-5, 4" PVC COMM
TOP= 5209.74
EXISTING GRADE
INSTALL 2" THICK RIGID
INSULATION BOARD 6" ABOVE
PIPE, 4' WIDTH, FROM STA 20+25
TO STA 22+50 WHERE 4.5'
COVER CANNOT BE PROVIDED.
PH-3, 6" PVC ELECTRIC
TOP= 5208.14
PH-3, 6" PVC ELECTRIC
TOP= 5208.14
PH-4, 6" PVC ELECTRIC
TOP= 5207.50
PH-4, 6" PVC ELECTRIC
TOP= 5207.50
PH-4, 6" PVC ELECTRIC
TOP= 5207.50
C H
ER
R
YW
O
O D
D R
KE
EL
C
T W
AT
ER
LI
N
E R
EP
LA
C
EM
EN
TS
LA
FA
YE
TT
E, C
O
Issue:
E
D
C
B
A
1 2 3 4 5 6
240355-001
CHECKED BY
DRAWN BY
DATE
JOB NO.
DESIGNED BY
PM
25 JULY 2025
KJB
JBG
JBG
SMT
SA
VE
D
/1 6/
1:
:2
AM
B Y
AN
N
IE
.M
AC
AB
O
BB
Y
PL
O
TT
ED
/2 5/
:4
5:
A M
B Y
AN
N
IE
M
AC
AB
O
BB
Y U
:\F
TC
O
LL
IN
S\
\2
5\
1\
2P D
4_
PL
AN
S\
0\
-0
C U
- W
AT
ER
LI
N E
PL
AN
P
R O
FI
LE
.D W
G
1 2 3 4 5 6
PROFESSIONAL ENGINEERING CONSULTANTS
351 LINDEN STREET SUITE 100
FT. COLLINS, CO 80524
970-232-9558 www.pec1.com
CU203
WATERLINE PLAN & PROFILE
N CHERRYWOOD DR
0 20' 40'10'
50.00' R O
W
45.00' R O
W
50.00' R O
W
M
ATC
H
LIN
E STA. 19+00
SEE SH
EET C
U
LEGEND
PROPOSED CONCRETE
PROPOSED ASPHALT PAVEMENT
EXISTING ASPHALT PAVEMENT
EXISTING CONCRETE
5'
HORIZ.: 1"=20'
VERT.: 1"=5'
UE
UE
UE
UE UE UE UE UE
G
W W
G
G
W
G G
G G
W
UT
UT
UT
UT
W W
W W
W
G
UE
UE
W
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G
G
W W
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
W W W W W W W W W W W W W W W W W W W W W W W W W
W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W W
G G G G
G
G G G G
W W
SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W W
SMH #2354
RIM=5232.31
INV (S)=5222.31 (8" PVC)
INV (W)=5222.11 (8" PVC)
INV (E)=5222.05 (8" PVC)8' PSCO GAS
EASEMENT
8' PSCO GAS
EASEMENT 8' PSCO GAS
EASEMENT
8' PSCO GAS
EASEMENT
SMH #2228
RIM=5234.31
INV (W)=5325.20 (8" PVC)
INV (S)=5325.14 (8" PVC)
INV (N)=5325.13 (8" PVC)
INV (E)=5325.03 (8" PVC)
LOT 30
AUTUMN MEADOWS FLG 2
411 W CHERRYWOOD DR.
LOT 52
AUTUMN MEADOWS FLG 2
434 S CHERRYWOOD DR.
LOT 51
AUTUMN MEADOWS FLG 2
438 S CHERRYWOOD DR.
LOT 50
AUTUMN MEADOWS FLG 2
442 S CHERRYWOOD DR.
LOT 49
AUTUMN MEADOWS FLG 2
446 S CHERRYWOOD DR.
LOT 25
AUTUMN MEADOWS PT
REPLT OF 1 & 2 LA
446 S CHERRYWOOD DR.
LO
T
AU
TU
M
N M
EA
D
O W
S
FL
G
S C
H
ER
R
YW
O O
D D
R
LOT 48
AUTUMN MEADOWS FLG 2
445 S CHERRYWOOD DR.
LOT 47
AUTUMN MEADOWS FLG 2
441 S CHERRYWOOD DR.
LOT 46
AUTUMN MEADOWS FLG 2
437 S CHERRYWOOD DR.
LOT 45
AUTUMN MEADOWS FLG 2
433 S CHERRYWOOD DR.
LOT 31
AUTUMN MEADOWS FLG 2
415 S CHERRYWOOD DR.
W C
H
ER
R
YW
O O
D D
R
S CHERRYWOOD DR.
C
ED
A R
W O
O D
C
IR
PI
N
EW
O
O D
C
IR
PI
N
EW
O
O D
C
IR
W W W W W W W W W W W W W
W
30+00
31+00 32+00 33+00 W W W W W W
W W
8" DIP 8" DIP
8" D
IP
8"
D
IP
8" D
IP
8"
D
IP
8" DIP
8" PVC 8" PVC
8" P
VC
8" PVC
8" P
VC
8"
P
VC
CUT & CAP EX. 8" WL
ABANDON WL IN PLACE.
PIPE END TO BE FILLED
WITH GROUT
CUT & CAP EX. 8" WL
REMOVE EX. 8" GV
ABANDON WL IN PLACE. PIPE
END TO BE FILLED WITH
GROUT
CUT & CAP EX. 8" WL
ABANDON WL IN
PLACE. PIPE END TO
BE FILLED WITH
GROUT
REMOVE EX. HYDRANT &
CAP RISER 24" BELOW FG W/
CONCRETE
ABANDON EX. 6"
MJ GATE VALVE
REMOVE EX. 8" MJ GATE
VALVE CONNECT TO EX. 8" WL
W/ 8" MJ GATE VALVE N.
CONNECT TO EX. 8" WL
W/ 8" MJ GATE VALVE
1-FIRE HYDRANT ASSEMBLY
TOP VALVE BOX EL. = MATCH
EXISTING
FH BURY LINE EL. = MATCH
EXISTING
NOTE:
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE
THE EXISTING 8" WATERLINE CONNECTIONS TO VERIFY EXISTING
PIPE SIZE, MATERIAL, LOCATION, AND ELEVATION. THE
CONTRACTOR SHALL REPORT HIS FINDINGS TO THE ENGINEER SO
THAT ANY NECESSARY PLAN MODIFICATIONS CAN BE MADE. ANY
ADDITIONAL LABOR OR MATERIALS NECESSARY TO COMPLETE THE
CONNECTIONS SHALL BE CONSIDERED SUBSIDIARY TO THE
PROJECT.
PH-# = POTHOLE NUMBER
EX. 8" WL TO BE
ABANDONED IN PLACE
REMOVE EX. CROSS AND REPLACE W/
1- 8"x8" TEE
2- 8" MJ GATE VALVE ASSEMBLY (N, W.)
N: 1,233,868.20, E: 3,113,814.14
STA. 0+03.00, W CHERRYWOOD DR CONNECTION
1- 8" x 8" TEE
2- 8" VALVE ASSEMBLY (S, E)
(MJ GATE VALVE)
PROPOSED 8" PVC WL
NOTE:
ALL CONCRETE REMOVAL SHALL BE
COMPLETED TO THE NEAREST JOINT.
PROPOSED 6"
PVC WL
N: 1,233,868.55, E: 3,114,150.50
STA. 33+36.36
1 - 8" VALVE ASSEMBLY (E)
(MJ GATE VALVE)
1 - 6" VALVE ASSEMBLY (S)
(MJ GATE VALVE)
N: 1,233,868.49, E: 3,114,098.05
STA. 32+83.91, S CHERRYWOOD DR WATERLINE
1- 8" x 8" CROSS
2- 8" VALVE ASSEMBLY (W, E)
(MJ GATE VALVE)
5'
S CHERRYWOOD DR WATERLINE
30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50
8' ' x
'' T
EE
8' ' x
'' C
R O
SS
8' ' x
'' T
EE
8' ' V
AL
VE
8' ' V
AL
VE
8' ' V
AL
VE
8' ' V
AL
VE
.2
.5
.6
.7
.5
.3
.0
.8
.6
.3
.1
.9
.3
.7
+0 0.
.0
+5 0.
.9
+8 0.
.9
+8
3.
.9
+0 3.
.8
+8 6.
.1
+3 6.
.1
+3
9.
PROPOSED 8" PVC WATERLINE PROFILE
TOP OF PIPE ELEV. (TYP.)
4.5' MIN COVER
EXISTING GRADE
PH
-6
4"
P
VC
G
AS
TO
P=
0.
PH-7, UTILITY NOT FOUND
6'8" x 5'4" TRENCH
C H
ER
R
YW
O
O D
D R
KE
EL
C
T W
AT
ER
LI
N
E R
EP
LA
C
EM
EN
TS
LA
FA
YE
TT
E, C
O
Issue:
E
D
C
B
A
1 2 3 4 5 6
240355-001
CHECKED BY
DRAWN BY
DATE
JOB NO.
DESIGNED BY
PM
25 JULY 2025
KJB
JBG
JBG
SMT
SA
VE
D
/1 6/
2:
:3
PM
B Y
AN
N
IE
.M
AC
AB
O
BB
Y
PL
O
TT
ED
/2 5/
:4
5:
A M
B Y
AN
N
IE
M
AC
AB
O
BB
Y U
:\F
TC
O
LL
IN
S\
\2
5\
1\
2P D
4_
PL
AN
S\
0\
-0
C U
- W
AT
ER
LI
N E
PL
AN
P
R O
FI
LE
.D W
G
1 2 3 4 5 6
PROFESSIONAL ENGINEERING CONSULTANTS
351 LINDEN STREET SUITE 100
FT. COLLINS, CO 80524
970-232-9558 www.pec1.com
CU204
WATERLINE PLAN & PROFILE
S CHERRYWOOD DR
0 20' 40'10'
.0
0' R
O W
M
AT
C H
LI
N
E
ST
A.
3+
SE
E
SH
EE
T C
U
LEGEND
PROPOSED CONCRETE
PROPOSED ASPHALT PAVEMENT
EXISTING ASPHALT PAVEMENT
EXISTING CONCRETE
5'
HORIZ.: 1"=20'
VERT.: 1"=5'
PROFILE SCALE:
PH-6 PH-7
G
UE
W
G
G G G
G G G G G G
G
W W
G G G G G G G G G
W W W W W W
W W
SS SS SS SS SS SS
W W
W W
UT
UT
UT
UT
UT
UT
UT
UT
UE
UE
UE
UE
W W W
W
W W
UE
G G
G G
UT
UT
UT
G G G G
G G G G G G G G G G G G
G G
G G G G G G G G G G G G G
G G
G G
W W W W W W W W W W W W W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SMH #2354
RIM=5232.31
INV (S)=5222.31 (8" PVC)
INV (W)=5222.11 (8" PVC)
INV (E)=5222.05 (8" PVC)
LO
T
AU
TU
M
N M
EA
D
O W
S
FL
G
S C
H
ER
R
YW
O O
D D
R
LOT 25
AUTUMN MEADOWS PT
REPLT OF 1 & 2 LA
446 S CHERRYWOOD DR.
LOT 79
AUTUMN MEADOWS FLG 2
449 S CHERRYWOOD DR.
LO
T
AU
TU
M
N M
EA
D
O W
S
FL
G
S C
H
ER
R
YW
O O
D D
R
C
ED
A R
W O
O D
C
IR
PI
N
EW
O O
D C
IR
W
W
W
33+00
34+00 35+00
W W W W W W W
W W W W
W W W
8" DIP
8" D
IP
8"
D
IP
8" P
VC
8" PVC
LOT 27
AUTUMN MEADOWS FLG 2
453 S CHERRYWOOD DR.
LOT 26
AUTUMN MEADOWS FLG 2
457 S CHERRYWOOD DR.
LOT 23
AUTUMN MEADOWS FILING 1
2394 AUTUMN RIDGE BLVD. LOT 2, BLOCK 2
AUTUMN RIDGE FILING 1
2385 N SPRINGWOOD CT.
LO
T
1, B
LO
C
K
AU
TU
M N
R
ID
G E
FI
LI
N G
N
S
PR
IN
G
W O
O D
C T.
SMH #6327
RIM=5228.97
INV (W)=5220.42 (8" PVC)
INV (E)=5220.31 (8" PVC)
SMH #6328
RIM=5225.39
INV (N)=5215.78 (8" PVC)
INV (W)=5215.66 (8" PVC)
INV (S)=5215.61 (8" PVC)
INV (E)=5215.49 (8" PVC)
A U
TU
M
N R
ID
G
E B
LV
D
N S
PR
IN
G W
O O
D C
T.
8" D
IP
12" DIP
" D
IP
8" PVC
CUT & CAP EX. 8" WL
ABANDON EX. 8" GV
ABANDON WL IN PLACE.
PIPE END TO BE FILLED
WITH GROUT
NOTE:
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE
THE EXISTING 8" AND 12" WATERLINE CONNECTIONS TO VERIFY
EXISTING PIPE SIZE, MATERIAL, LOCATION, AND ELEVATION. THE
CONTRACTOR SHALL REPORT HIS FINDINGS TO THE ENGINEER SO
THAT ANY NECESSARY PLAN MODIFICATIONS CAN BE MADE. ANY
ADDITIONAL LABOR OR MATERIALS NECESSARY TO COMPLETE THE
CONNECTIONS SHALL BE CONSIDERED SUBSIDIARY TO THE
PROJECT.
PH-# = POTHOLE NUMBER
EX. 8" WL TO BE
ABANDONED IN PLACE
REMOVE EX. CROSS &
REPLACE W/
1- 12"x12" TEE
1- 12" VALVE ASSEMBLY (E)
1- 12"x8" REDUCER (N)
1- 8" VALVE ASSEMBLY (N)
N: 1,233,854.49, E: 3,114,367.19
STA. 0+03.01, AUTUMN RIDGE BLVD CONNECTION - SOUTH
1- 12" VALVE ASSEMBLY (S)
(MJ GATE VALVE)
1 - 8" VALVE ASSEMBLY (W)
(MJ GATE VALVE)
PROPOSED 8" PVC WL
NOTE:
ALL CONCRETE REMOVAL
SHALL BE COMPLETED TO
THE NEAREST JOINT.
N: 1,233,868.57, E: 3,114,169.13
STA. 33+54.99, S CHERRYWOOD DR WATERLINE
1- 8'' 11.25° BEND
N: 1,233,858.84, E: 3,114,279.93
STA. 34+66.75, S CHERRYWOOD DR WATERLINE
1- 8'' 11.25° BEND
N: 1,233,854.33, E: 3,114,302.98
STA. 34+90.24, S CHERRYWOOD DR WATERLINE
1- 8'' 11.25° BEND
N: 1,233,858.67, E: 3,114,219.67
STA. 34+06.49, S CHERRYWOOD DR WATERLINE
1- 8'' 11.25° BEND
S CHERRYWOOD DR WATERLINE
33+50 34+00 34+50 35+00 35+50 36+00
8' ' 1
1.
° B
EN
D
8' ' 1
1.
° B
EN
D
8' ' 1
1.
° B
EN
D
8' ' 1
1.
° B
EN
D
'' x
'' T
EE
8' ' V
AL
VE
.2
.2
.6
.7
.1
.6
.2
.3
+5 4.
.2
+9 0.
.8
+6 6.
.9
+5 4.
.1
+0 6.
.2
+5 1.
.1
+0 6.
.2
+9 0.
PROPOSED 8" PVC
WATERLINE PROFILE
TOP OF PIPE
ELEV. (TYP.)
4.5' MIN COVER
EXISTING GRADE
PH-8, 4" PVC COMM
TOP= 5226.64
PH-8, 4" PVC COMM
TOP= 5226.64
PH-9, 6" PVC GAS
TOP= 5226.05
9"
.6
C H
ER
R
YW
O
O D
D R
KE
EL
C
T W
AT
ER
LI
N
E R
EP
LA
C
EM
EN
TS
LA
FA
YE
TT
E, C
O
Issue:
E
D
C
B
A
1 2 3 4 5 6
240355-001
CHECKED BY
DRAWN BY
DATE
JOB NO.
DESIGNED BY
PM
25 JULY 2025
KJB
JBG
JBG
SMT
SA
VE
D
/2 5/
:2
0:
A M
B Y
AN
N
IE
.M
AC
AB
O
BB
Y
PL
O
TT
ED
/2 5/
:4
5:
A M
B Y
AN
N
IE
M
AC
AB
O
BB
Y U
:\F
TC
O
LL
IN
S\
\2
5\
1\
2P D
4_
PL
AN
S\
0\
-0
C U
- W
AT
ER
LI
N E
PL
AN
P
R O
FI
LE
.D W
G
1 2 3 4 5 6
PROFESSIONAL ENGINEERING CONSULTANTS
351 LINDEN STREET SUITE 100
FT. COLLINS, CO 80524
970-232-9558 www.pec1.com
CU205
WATERLINE PLAN & PROFILE
S CHERRYWOOD DR
0 20' 40'10'
.0
0' R
O W
70.00' ROW
M
ATC
H
LIN
E STA. 33+50
SEE SH
EET C
U
LEGEND
PROPOSED CONCRETE
PROPOSED ASPHALT PAVEMENT
EXISTING ASPHALT PAVEMENT
EXISTING CONCRETE
5'
HORIZ.: 1"=20'
VERT.: 1"=5'
PROFILE SCALE:
PH-8
PH-9
KEEL CT WATERLINE
40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00
.6
.7
.8
.9
.4
.7
.7
.7
.4
.2
.9
.5
.3
.1
.6
.4
.1
.7
.5
.8
.9
+0 0.
.9
+1 3.
.7
+1 9.
.0
+9 2.
.4
+9 3.
.4
+2 2.
.4
+2 8.
.0
+8 5.
.7
+7 9.
.4
+6 1.
.2
+8 4.
.7
+9 1.
.0
+8 2.
.2
+7 8.
.2
+8
1.
.4
+2 1.
.4
+4 4.
.2
+7 0.
8' ' x
'' T
EE
8' ' 1
1.
° B
EN
D
8' ' 1
1.
° B
EN
D
8' ' 1
1.
° B
EN
D
8' ' 1
1.
° B
EN
D 8'
' x
'' T
EE
8' '4
5° B
EN
D
8' ' x
'' T
EE
8' ' 1
1.
° B
EN
D
8' ' 2
2.
5°
B
EN
D
8' ' 2
2.
5°
B
EN
D
8' ' 1
1.
° B
EN
D
8' ' 1
1.
° B
EN
D 8'
' 2 2.
5° B
EN
D
'' x
'' R
ED
U
C
ER
'' x
2"
C R
O
SS
8' ' V
AL
VE
8' ' V
AL
VE
'' V
AL
VE
"…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .