HomeMy WebLinkAboutUNION PARK - PDP230005 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSZI
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
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P
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CO
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02/22/23
N/A
N/A
ZMW
JTC
21-1044-00
C0.00
1 9
Preliminary
CIVIL PLANS FOR
UNION PARK
A PARCEL OF LAND SITUATE IN THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
FEBRUARY 2023
PROPOSED STREET LIGHT
PROPOSED STORM SEWER
EXISTING SANITARY SEWER MAIN
PROPOSED TELEPHONE LINE
EXISTING GAS
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING MANHOLE
PROPOSED STORM INLET
LEGEND
PROPOSED CONCRETE
PROPOSED MINOR CONTOUR
PROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING UTILITY POLE
EXISTING GUY WIRE
PROPOSED GAS
PROPOSED ELECTRIC LINEEXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
PROPOSED FIRE HYDRANTEXISTING FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED SANITARY SEWER MAIN
PROPOSED WATER MAIN
EXISTING CONCRETE
EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED FENCE
LIMITS OF CONSTRUCTION
EXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
PROPOSED WATER VALVE
PROPOSED MANHOLE
PROPOSED UTILITY POLE
EXISTING STREET LIGHT
PROPOSED SWALE
PROPOSED DIRECTION OF OVERLAND FLOW
EXISTING FIBER OPTIC LINE
PROPOSED HANDICAP RAMP
EXISTING OVERHEAD ELECTRIC LINE
EXISTING OVERHEAD TELEPHONE LINE
PROPOSED OVERHEAD ELECTRIC LINE
PROPOSED FIBER OPTIC LINE
PROPOSED OVERHEAD TELEPHONE LINE
EXISTING FENCE
PROPOSED OVERHEAD UTILITY
PROPOSED LIGHT POLES
EXISTING CABLE TV LINE PROPOSED CABLE TV
PROPOSED WATER SERVICE W/
CURB STOP AND METER PIT
PROPOSED SANITARY SEWER SERVICE W/
CLEANOUT
EXISTING ROW
Vicinity Map
Scale: 1" = 1000'
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK #14-94
NORTHWEST CORNER OF HEWLETT PACKARD PROPERTY ON EAST SIDE ZIEGLER RD., ON THE NORTHWEST
CORNER OF THE CONCRETE BASE OF A NATURAL GAS UNIT HOUSING.
ELEV= 4927.83
CITY OF FORT COLLINS BENCHMARK #6-07
SOUTHEAST CORNER OF HARMONY RD. AND ZIEGLER RD. 50 FEET +/- SOUTH OF THE EDGE OF ASPHALT ON THE
WALL OF A CONCRETE IRRIGATION DROP STRUCTURE.
ELEV= 4931.08
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE
USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE,
THE FOLLOWING EQUATIONS SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4927.83 (NAVD88 DATUM) - 3.19'
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4931.08 (NAVD88 DATUM) - 3.19'
UTILITY CONTACTS:
ABBREVIATION LIST
ABC AGGREGATE BASE COURSE
AD ALGEBRAIC DIFFERENCE
AE ACCESS EASEMENT
ARCH ARCHITECT
ARV AIR RELEASE VALVE
ASPH ASPHALT
BLDG BUILDING
BE BUILDING ENVELOPE
BFV BUTTERFLY VALVE
BOV BLOW OFF VALVE
BOS BOTTOM OF STEP
BOW BACK OF WALK
BVC BEGINNING VERTICAL CURVE
BW BOTTOM OF WALL
C&G CURB & GUTTER
CATV CABLE TELEVISION
CDOT COLORADO DEPARTMENT OF
TRANSPORTATION
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
COFC CITY OF FORT COLLINS
COMM COMMUNICATION
CON CONDENSATE
CONC CONCRETE
COORD COORDINATION
CS CURB STOP
DE DRAINAGE EASEMENT
D&UE DRAINAGE & UTILITY EASEMENT
D,U,AE DRAINAGE, UTILITY & ACCESS EASEMENT
DEMO DEMOLITION
DIA DIAMETER
DIP DUCTILE IRON PIPE
E EAST(ING)
EAE EMERGENCY ACCESS EASEMENT
EB EAST BOUND
EEA EASEMENT EXCLUSION AREA
EG EXISTING GROUND
EL ELEVATION
ELEC ELECTRIC
EM ELECTRIC METER
EOA EDGE OF ASPHALT
EOC EDGE OF CONCRETE
ESMT EASEMENT
EST ESTIMATE(D)
EX EXISTING
EV ELECTRIC VEHICLE (CHARGING STATION)
EVC END VERTICAL CURVE
F FIRE LINE
FCU FORT COLLINS UTILITIES
FDC FIRE DEPARTMENT CONNECTION
FES FLARED END SECTION
FF FINISHED FLOOR
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOWLINE
FO FIBER OPTIC
G GAS
GB GRADE BREAK
GF GARAGE FLOOR
GM GAS METER
GND GROUND
GV GATE VALVE
HBP HOT BITUMINOUS PAVEMENT
HORZ HORIZONTAL
HDPE HIGH DENSITY POLYETHYLENE
HP HIGH POINT
HW HEADWALL
IE IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
LA LANDSCAPE (PLAN/ACRH)
LCUASS LARIMER COUNTY URBAN AREA STREET
STANDARDS
LF LINEAR FEET
LP LOW POINT
LT LEFT (TURN)
MAX MAXIMUM
ME MATCH EXISTING
MEP MECHANICAL, ELECTRICAL, PLUMBING
ENGINEER
MH MANHOLE
MIN MINIMUM
N NORTH(ING)
NA NOT APPLICABLE
NB NORTH BOUND
NHBZ NATURAL HABITAT BUFFER ZONE
NTS NOT TO SCALE
OC ON CENTER
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
OHU OVERHEAD UTILITY
P&UE PEDESTRIAN & UTILITY EASEMENT
PDA&UE PEDESTRIAN, DRAINAGE, ACCESS & UTILITY
EASEMENT
PE PEDESTRIAN EASEMENT
PERF PERFORATED
PC POINT OF CURVATURE
PCC PORTLAND CEMENT CONCRETE
PCR POINT OF CURB RETURN
PH POTHOLE
PI POINT OF INTERSECTION
PL PROPERTY LINE
PP POWER POLE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
R&R REMOVAL & REPLACEMENT
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RE REFERENCE
RJ RESTRAINT JOINT
ROW RIGHT-OF-WAY
RT RIGHT (TURN)
SCH SCHEDULE
S SOUTH
SB SOUTH BOUND
SD STORM DRAIN PIPE
SDMH STORM DRAIN MANHOLE
SRVC SERVICE
SS SANITARY SEWER
SSCO SANITARY SEWER CLEAN-OUT
SSMH SANITARY SEWER MANHOLE
SSWR SANITARY SEWER
STA STATION
SWMP STORMWATER MANAGEMENT PLAN
T TELEPHONE
TB THRUST BLOCK
TBC TOP BACK OF CURB
TBV TO BE VACATED
TBR TO BE REMOVED
TELE TELEPHONE
TEMP TEMPORARY
TF TOP OF FOUNDATION
TOS TOP OF STEP
TS TOP OF SLAB
TW TOP OF WALL
TYP TYPICAL
XMER ELECTRICAL TRANSFORMER
XS CROSS SECTION
UD UNDERDRAIN
UE UTILITY EASEMENT
U&DE UTILITY & DRAINAGE EASEMENT
UGE UNDERGROUND ELECTRIC
UTIL UTILITY
VCP VITRIFIED CLAY PIPE
VIF VERIFY IN FIELD
VERT VERTICAL
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENCY
W WATERLINE OR WEST
WB WEST BOUND
WL WATERLINE
WQCE WATER QUALITY CONTROL ELEVATION
WSE WATER SURFACE ELEVATION
LIGHT & POWER
Fort Collins Light & Power
700 Wood Street
Fort Collins, Colorado 80522
Contact: Luke Unruh
Ph. 970.416.2724
WATER, WASTEWATER & STORMWATER
Fort Collins Utilities
700 Wood Street
Fort Collins, Colorado 80522
Contact: Dan Mogen
Ph. 970.305.5989
NATURAL GAS
Xcel Energy
1901 E. Horsetooth Road
Fort Collins, Colorado 80525
Contact: Stephanie Rich
Ph. 970.225.7828
TELEPHONE SERVICE
Century Link (Qwest)
3351 Eastbrook Drive
Fort Collins, Colorado 80525
Contact: Bill Johnson
Ph. 970.490.7501
CABLE SERVICE
Comcast
1201 University Dr.
Fort Collins, Colorado 80521
Contact: Don Kapperman
Ph. 970.567.0245
DEVELOPER/APPLICANT
Landmark Real Estate Holdings
6341 Fairgrounds Ave, Suite 100
Windsor, CO 80550
Ph. 970.460.0567
ENGINEER
Highland Development Services
6355 Fairgrounds Ave, Ste 100
Windsor, CO 80550
Ph. 970.674.7550
LANDSCAPE ARCHITECT
The Birdsall Group
444 Mountain Ave
Berthoud CO, 80513
Ph. 970.532.5891
SURVEYOR
Majestic Surveying
1111 Diamond Vally, Ste 104
Windsor, CO 80550
Ph. 970.833.5698
ARCHITECT
NSPJ Architects
3515 W 75th St, Suite 201
Prairie Village, KS 66208
Ph. 913.831.1415
PROJECT CONTACTS:
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
INDEX OF SHEETS
Sheet No.Discipline No.Description of Sheets
1 C0.00 COVER SHEET
2 - 3 C0.02 - C0.03 EXISTING CONDITIONS & DEMOLITION PLAN
4 - 5 C1.00 - C1.01 HORIZONTAL CONTROL PLAN
6 - 7 C2.00 - C2.01 GRADING & DRAINAGE PLAN
8 - 9 C3.00 - C3.01 UTILITY PLAN
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY
DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS
AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY, AND THAT I AM
FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS AND RECORD
CONDITIONS THAT I HAVE NOTED ON THESE PLANS.
INDEMNIFICATION STATEMENT:
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE
REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL
ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE
CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS
ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE
CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE
LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED
DURING THE CONSTRUCTION PHASE.
JASON T. CLAEYS
P.E. NO. 42122
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Traffic Operations,
Park Planning and Development,
Stormwater Utility,
Water & Wastewater Utility,
City Engineer,
APPROVED:
Environmental Planner,
Approved Sheets Date
APPROVED:
Approved Sheets Date
APPROVED:
Approved Sheets Date
APPROVED:
Approved Sheets Date
APPROVED:
Approved Sheets Date
APPROVED:
Approved Sheets Date
For Final: please add a reference
to the current or updated soils
report on the cover sheet.
For Final: please add typical
street sections for each street
type being proposed.
I believe Don
Kapperman has
retired. Please update
the Comcast contact
information.
Please add contact information for Connexion.
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:03/24/2023
HDS Response: Typical street sections
have been added. Updated soils report
reference will be added for final.
HDS Response: Contact
information updated
HDS Response:
Connexion contact
information added
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NEWBURY COURT HARRINGTON COURT
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FRONT RANGE VILLAGE FIRST REPLAT
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THIRD FILING
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
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02/22/23
1" = 40'
N/A
ZMW
JTC
21-1044-00
C0.02
2 9
0
SCALE: 1" = 40'
80402040
N
W E
S
APPROX LIMITS OF SAWCUT LINE
DEMO STRUCTURE/UTILITY/
LIGHT/ ETC
DEMO ASPHALT / SITE FEATURES
DEMO UTILITIES
LEGEND
NOTES:
1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A
COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS, AND
PHYSICAL OBSERVATIONS. THERE MAY BE OTHER UTILITIES NOT SHOWN WHICH
PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES
IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR
SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES.
NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER
AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR
COMPLETENESS SHOWN.
2.COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE
ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER,
ARCHITECT, AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS.
ADDITIONAL DEMOTION OF PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE
PERFORMED AS REQUIRED.
3.ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE.
4.CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO
RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED
BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF
FORT COLLINS STANDARDS AT CONTRACTOR EXPENSE.
5.EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED
PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT.
6.CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES
DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL
PROPOSED AND EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA.
EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL
CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY
VEGETATED.
7.LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE
APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO
ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE
MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL
REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR
EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET
REPAIRS STANDARDS.
8.ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
9.REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION.
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
Will there be any
demolition here for
the water line
connection?
Potential reconstruction
to remove cul-de-sac
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:03/24/2023
HDS Response: Correct,
approx limits of demo have
been added
HDS Response: Acknowledged
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TRACT B
ENGLISH RANCH SOUTH P.U.D.UNPLATTED
PARCEL 3
PARCEL 2
LOT 10
FRONT RANGE VILLAGE FIRST REPLAT
LOT 11
FRONT RANGE VILLAGE
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
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K
EX
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&
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02/22/23
1" = 40'
N/A
ZMW
JTC
21-1044-00
C0.03
3 9
0
SCALE: 1" = 40'
80402040
N
W E
S
APPROX LIMITS OF SAWCUT LINE
DEMO STRUCTURE/UTILITY/
LIGHT/ ETC
DEMO ASPHALT / SITE FEATURES
DEMO UTILITIES
LEGEND
NOTES:
1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A
COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS, AND
PHYSICAL OBSERVATIONS. THERE MAY BE OTHER UTILITIES NOT SHOWN WHICH
PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES
IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR
SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES.
NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER
AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR
COMPLETENESS SHOWN.
2.COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE
ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER,
ARCHITECT, AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS.
ADDITIONAL DEMOTION OF PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE
PERFORMED AS REQUIRED.
3.ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE.
4.CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO
RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED
BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF
FORT COLLINS STANDARDS AT CONTRACTOR EXPENSE.
5.EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED
PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT.
6.CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES
DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL
PROPOSED AND EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA.
EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL
CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY
VEGETATED.
7.LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE
APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO
ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE
MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL
REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR
EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET
REPAIRS STANDARDS.
8.ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
9.REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION.
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
Will there be demolition here
for the utility connections and
intersection improvements?
by separate document
after plat approval but
prior to issuance of
building permits
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:03/24/2023
HDS Response: Correct,
approx limits for demo
adjusted
HDS Response: Acknowledged
MECH
ME
C
H
ME
C
H
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
5
KINGLY COURT
NEWBURG COURT HARRINGTON COURT
CO
R
B
E
T
T
D
R
I
V
E
ST
R
E
E
T
-
0
5
STREET-03
STREET-02
STREET-01
ST
R
E
E
T
-
0
4
BL
O
C
K
1
BLOCK 9
LOT
1
1
BLDG
ENVELOPE
A2
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
2
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
3
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
4
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
5
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
7
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
8
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
6
LOT 1
LOT 2
LOT 3
LOT 4
LOT
2
LOT
3
LOT
4
LOT
5
BLOCK 10
LOT
1
LOT
2
LOT
3
LOT
4
LOT
5
LOT
6
LOT
1
LOT
2
LOT
3
LOT
4
LOT
5
BLOCK 11 BLOCK 12
LOT
1
LOT
2
LOT
3
LOT
4
LOT
5
LOT
6
BLDG
ENVELOPE
A7
BLDG
ENVELOPE
A8
BLDG
ENVELOPE
A1
BLDG
ENVELOPE
A3
BLDG
ENVELOPE
A4
BLDG
ENVELOPE
R1
BLDG
ENVELOPE
F1
BE G5
BE G9 BE G10BE AG1 BE AG2 BE AG3
BLDG
ENVELOPE
F5
POND 298A
TRACT A
PRIVATE ACCESS
&UTILITY EASEMENT
LOT 12
FRONT RANGE VILLAGE FIRST REPLAT
LO
T
1
AFF
I
N
I
T
Y
S
U
B
D
I
V
I
S
I
O
N
UNPLATTED
TRACT A
ENGLISH RANCH SOUTH P.U.D.
THIRD FILING
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
1
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
HO
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
P
L
A
N
02/22/23
1" = 40'
N/A
PHS
JTC
21-1044-00
C1.00
4 9
0
SCALE: 1" = 40'
80402040
N
W E
S
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
NOTES:
1.ALL ROAD AND PARKING DIMENSIONS BASED ON FLOWLINE OR CURB.
VERIFY BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION
2.ALL PARKING STALLS, HANDICAP PARKING STALLS AND ISLES, ARE 9' WIDE
AND 17' DEEP UNLESS OTHERWISE NOTED.
3.ALL RETURN CURBS ARE 20' RADIUS UNLESS OTHERWISE NOTED.
4.ALL WALKS ARE A MINIMUM 5' WIDE, WITH EXCEPTION TO ENTRY WALKS
TO INDIVIDUAL BUILDINGS/UNITS, UNLESS OTHERWISE NOTED.
5.CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL PLANS FOR
STREET RIGHT-OF-WAY WORK.
6.TRAFFIC CONTROL, PERMITS, CONSTRUCTION AND FEES ASSOCIATED WITH
THE RIGHT-OF-WAY WORK, ARE THE SOLE RESPONSIBILITY OF THE
GENERAL CONTRACTOR.
7.ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE
GEOTECHNICAL REPORT FOR THE SITE.
8.ALL WORK SHALL CONFORM TO LARIMER COUNTY URBAN AREA STREET
STANDARDS.
9.COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND SITE
FEATURES WITH LANDSCAPE ARCHITECT.
10.ALL PROPOSED STREETS ARE PRIVATE DRIVES AND PRIVATELY MAINTAINED.
CONCRETE SIDEWALK
ASPHALT PAVEMENT
LEGEND
P
FIRE LANE
4' CONC DRAIN PAN
2' CONC CATCH GUTTER
Please hatch this as
concrete sidewalk.
What is this? Please
label it and/or add a
legend symbol.
sidewalk should
continue around
parking area
sidewalk should continue
around parking area sidewalk should continue
around parking area
pedestrian connection?
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:03/24/2023
pending additional coordination
Please label these curve radii.
Please label these curve radii.
Please label these curve radii.
Please label this curve radius.
HDS Response: Labels added
HDS Response: Addressed
HDS Response: Hatch Added
HDS Response: Label added
HDS Response:
Addressed
HDS Response:
Addressed
HDS Response: Site plan
redesigned and this is no
longer a through road
HDS Response: Label added
HDS Response: Sidewalk chase has been
removed, please refer to new site plan.
HDS Response: Site design adjusted
to allow for pedestrian connection
HDS Response: Acknowledged
MECH
ME
C
H
ME
C
H
ME
C
H
ME
C
H
ME
C
H
ME
C
H
ME
C
H
ME
C
H
MECH MECH
TRAFFIC SIGNAL
TR
A
F
F
I
C
S
I
G
N
A
L
TR
A
F
F
I
C
S
I
G
N
A
L
TRAFFIC SIGNAL
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
4
ST
R
E
E
T
-
0
6
STREET-01
STREET-02
ST
R
E
E
T
-
0
6
STREET-03
BE G6
ZI
E
G
L
E
R
R
O
A
D
(R
O
W
V
A
R
I
E
S
)
BLDG
ENVELOPE
A9
BLDG
ENVELOPE
A10
BLDG
ENVELOPE
A11
BLDG
ENVELOPE
A4
BLDG
ENVELOPE
A5
BLDG
ENVELOPE
A6
BLDG
ENVELOPE
R2
BLDG
ENVELOPE
F1
BLDG
ENVELOPE
F2
BLDG
ENVELOPE
F3
BLDG
ENVELOPE
F4
BLDG
ENVELOPE
F5
BLDG
ENVELOPE
F6
BLDG
ENVELOPE
C3
BLDG
ENVELOPE
C1
BLDG
ENVELOPE
C2
BL
O
C
K
1
3
LOT 2
LOT 3
LOT 1
BL
O
C
K
1
4
LOT 2
LOT 3
LOT 1
BE G7BE G5 BE G8
BE
G1
BE
G3
BE
G2
BE
G4
BE AG3 BE G11 BE AG4 BE G12 BE AG5 BE G13
BE MU1 BE MU2
BLDG
ENVELOPE
F5
POND 298B
POND 298B
TRACT A
PRIVATE ACCESS
&UTILITY EASEMENT
TRACT B
ENGLISH RANCH SOUTH P.U.D.UNPLATTED
LOT 10
FRONT RANGE VILLAGE FIRST REPLAT
LOT 11
FRONT RANGE VILLAGE
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
1
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
HO
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
P
L
A
N
02/22/23
1" = 40'
N/A
PHS
JTC
21-1044-00
C1.01
5 9
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
0
SCALE: 1" = 40'
80402040
N
W E
S
CONCRETE SIDEWALK
ASPHALT PAVEMENT
LEGEND
P
FIRE LANE
4' CONC DRAIN PAN
2' CONC CATCH GUTTER
NOTES:
1.ALL ROAD AND PARKING DIMENSIONS BASED ON FLOWLINE OR CURB.
VERIFY BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION
2.ALL PARKING STALLS, HANDICAP PARKING STALLS AND ISLES, ARE 9' WIDE
AND 17' DEEP UNLESS OTHERWISE NOTED.
3.ALL RETURN CURBS ARE 20' RADIUS UNLESS OTHERWISE NOTED.
4.ALL WALKS ARE A MINIMUM 5' WIDE, WITH EXCEPTION TO ENTRY WALKS
TO INDIVIDUAL BUILDINGS/UNITS, UNLESS OTHERWISE NOTED.
5.CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL PLANS FOR
STREET RIGHT-OF-WAY WORK.
6.TRAFFIC CONTROL, PERMITS, CONSTRUCTION AND FEES ASSOCIATED WITH
THE RIGHT-OF-WAY WORK, ARE THE SOLE RESPONSIBILITY OF THE
GENERAL CONTRACTOR.
7.ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE
GEOTECHNICAL REPORT FOR THE SITE.
8.ALL WORK SHALL CONFORM TO LARIMER COUNTY URBAN AREA STREET
STANDARDS.
9.COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND SITE
FEATURES WITH LANDSCAPE ARCHITECT.
10.ALL PROPOSED STREETS ARE PRIVATE DRIVES AND PRIVATELY MAINTAINED.
sidewalk should continue
around parking area
sidewalk should
continue around
parking area
connect sidewalk
Will this be concrete sidewalk?
connect sidewalk
Will this be concrete sidewalk?
These street
crossings should
be aligned better.
The right-turn lane should be shaded
as proposed asphalt pavement.
What are these? Bike racks? Please
add a legend symbol or label them.Please label these curve radii.Please label this curve radius.
Please label this curve radius.
Please label this curve radius.
Please label this curve radius.
Please label these curve radii.
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:03/24/2023
pending additional coordination
Please call out these
curb returns as 25'
radius, per LCUASS
Table 8-2. Note #3 on
this sheet states that all
curb returns are 20'
radius unless otherwise
noted, and these ones
need to be 25'.
HDS Response: Label added
HDS Response: Label added
HDS Response: Label added
HDS Response:
Addressed
HDS Response:
Addressed
HDS Response: Bike racks are correct,
label addedHDS Response: Site plan
redesigned, road no longer
exists
HDS Response: Label added
HDS Response: Correct,
concrete hatch has been added
HDS Response: Addressed,
asphalt hatch added
HDS Response: Label added
HDS Response:
Addressed
HDS Response:
Addressed
HDS Response: Correct,
concrete hatch has been added
HDS Response: Site plan
redesigned, road no longer
exists
HDS Response: Addressed
HDS Response: Addressed
MECH
ME
C
H
ME
C
H
OFFSITE AFFINITY
SPILL LOCATION
POND 298A
KINGSLEY COURT
NEWBURY COURT HARRINGTON COURT
CO
R
B
E
T
T
D
R
I
V
E
ST
R
E
E
T
-
0
4
LO
T
1
AFF
I
N
I
T
Y
S
U
B
D
I
V
I
S
I
O
N
LID D2
STORMTECH MC-3500
(48 CHAMBERS)
POND 298A
AREA=2.81 AC
VOLUME=14.4 AC-FT
SPILLWAY ELEV=4935.25
ST
R
E
E
T
-
0
5
STREET-03
STREET-02
STREET-01
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
7
TRACT A
PRIVATE ACCESS
&UTILITY EASEMENT
AFFINITY OUTFALL
ROUTED THROUGH
POND & SITE
BL
O
C
K
1
BLOCK 9
LOT
1
1
BLDG
ENVELOPE
A2
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
2
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
3
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
4
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
5
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
7
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
8
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
6
LOT 1
LOT 2
LOT 3
LOT 4
LOT
2
LOT
3
LOT
4
LOT
5
BLOCK 10
LOT
1
LOT
2
LOT
3
LOT
4
LOT
5
LOT
6
LOT
1
LOT
2
LOT
3
LOT
4
LOT
5
BLOCK 11 BLOCK 12
LOT
1
LOT
2
LOT
3
LOT
4
LOT
5
LOT
6
BLDG
ENVELOPE
A7
BLDG
ENVELOPE
A8
BLDG
ENVELOPE
A1
BLDG
ENVELOPE
A3
BLDG
ENVELOPE
A4
BLDG
ENVELOPE
R1
BLDG
ENVELOPE
F1
BE G5
BE G9 BE G10BE AG1 BE AG2 BE AG3
BLDG
ENVELOPE
F5
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
1
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
GR
A
D
I
N
G
&
D
R
A
I
N
A
G
E
P
L
A
N
02/22/23
1" = 40'
N/A
PHS
JTC
21-1044-00
C2.00
6 9
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN BOUNDARY
DRAINAGE BASIN FLOW PATH
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
N
W E
S
0
SCALE: 1" = 40'
80402040
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
Anywhere that I have placed a blue dot, please
show that the ramp slopes are ADA accessible.
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:03/24/2023
HDS Response: All detailed grading will be included with
final drawings, including ramp slopes
MECH
ME
C
H
ME
C
H
ME
C
H
ME
C
H
ME
C
H
ME
C
H
ME
C
H
ME
C
H
MECH MECH
TRAFFIC SIGNAL
TR
A
F
F
I
C
S
I
G
N
A
L
TR
A
F
F
I
C
S
I
G
N
A
L
TRAFFIC SIGNAL
INADVERTENT DETENTION SPILL LOCATION
LID D3
STORMTECH MC-3500
(50 CHAMBERS)
ST
R
E
E
T
-
0
6
STREET-01
STREET-02
ST
R
E
E
T
-
0
6
STREET-03
ZI
E
G
L
E
R
R
O
A
D
(R
O
W
V
A
R
I
E
S
)
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
6
POND 298B
AREA=1.22 AC
VOLUME=4.7 AC-FT
SPILLWAY ELEV=4929.0
POND 298B
AREA=1.22 AC
VOLUME=4.7 AC-FT
SPILLWAY ELEV=4929.0
TRACT A
PRIVATE ACCESS
&UTILITY EASEMENT
STORM OUTFALL
20.1 CFS LIMITED
BE G6
BLDG
ENVELOPE
A9
BLDG
ENVELOPE
A10
BLDG
ENVELOPE
A11
BLDG
ENVELOPE
A4
BLDG
ENVELOPE
A5
BLDG
ENVELOPE
A6
BLDG
ENVELOPE
R2
BLDG
ENVELOPE
F1
BLDG
ENVELOPE
F2
BLDG
ENVELOPE
F3
BLDG
ENVELOPE
F4
BLDG
ENVELOPE
F5
BLDG
ENVELOPE
F6
BLDG
ENVELOPE
C3
BLDG
ENVELOPE
C1
BLDG
ENVELOPE
C2
BL
O
C
K
1
3
LOT 2
LOT 3
LOT 1
BL
O
C
K
1
4
LOT 2
LOT 3
LOT 1
BE G7BE G5 BE G8
BE
G1
BE
G3
BE
G2
BE
G4
BE AG3 BE G11 BE AG4 BE G12 BE AG5 BE G13
BE MU1 BE MU2
BLDG
ENVELOPE
F5
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
1
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
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@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
GR
A
D
I
N
G
&
D
R
A
I
N
A
G
E
P
L
A
N
02/22/23
1" = 40'
N/A
PHS
JTC
21-1044-00
C2.01
7 9
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN BOUNDARY
DRAINAGE BASIN FLOW PATH
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
N
W E
S
0
SCALE: 1" = 40'
80402040
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
Anywhere that I have placed a blue dot, please
show that the ramp slopes are ADA accessible.
overlapping labels
Please label this proposed contour.
overlapping labels
Please label these
proposed contours
Please label this
proposed contour.
Please label these
proposed contours.Please label these
existing contours.
overlapping labels
Please label this
proposed contour.
Please label this
proposed contour.
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:03/24/2023
HDS Response:
Labels adjusted
HDS Response:
Labels adjusted
HDS Response: Labels adjusted
HDS Response: All detailed grading will be included with
final drawings, including ramp slopes
HDS Response: Please see
updated grading
HDS Response:
Labels added
HDS Response: Please see
updated grading
HDS Response: Please see
updated grading
HDS Response: Please see
updated grading
HDS Response: Please see
updated grading
HDS Response: Please see
updated grading
MECH
ME
C
H
ME
C
H
CO
R
B
E
T
T
D
R
I
V
E
KINGSLEY COURT
NEWBURY COURT HARRINGTON COURT
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
9
KINGSLEY COURT
NEWBURY COURT HARRINGTON COURT
CO
R
B
E
T
T
D
R
I
V
E
ST
R
E
E
T
-
0
4
TRACT A
PRIVATE ACCESS
&UTILITY EASEMENT
ST
R
E
E
T
-
0
5
STREET-03
STREET-02
STREET-01
LOT 12
FRONT RANGE VILLAGE FIRST REPLAT
LO
T
1
AFF
I
N
I
T
Y
S
U
B
D
I
V
I
S
I
O
N
UNPLATTED
TRACT A
ENGLISH RANCH SOUTH P.U.D.
THIRD FILING
WL CONNECTION
(EX 8" WL)
BL
O
C
K
1
BLOCK 9
LOT
1
1
BLDG
ENVELOPE
A2
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
2
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
3
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
4
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
5
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
7
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
8
LOT 1
LOT 2
LOT 3
LOT 4
BL
O
C
K
6
LOT 1
LOT 2
LOT 3
LOT 4
LOT
2
LOT
3
LOT
4
LOT
5
BLOCK 10
LOT
1
LOT
2
LOT
3
LOT
4
LOT
5
LOT
6
LOT
1
LOT
2
LOT
3
LOT
4
LOT
5
BLOCK 11 BLOCK 12
LOT
1
LOT
2
LOT
3
LOT
4
LOT
5
LOT
6
BLDG
ENVELOPE
A7
BLDG
ENVELOPE
A8
BLDG
ENVELOPE
A1
BLDG
ENVELOPE
A3
BLDG
ENVELOPE
A4
BLDG
ENVELOPE
R1
BLDG
ENVELOPE
F1
BE G5
BE G9 BE G10BE AG1 BE AG2 BE AG3
BLDG
ENVELOPE
F5
LID D2
STORMTECH MC-3500
(48 CHAMBERS)
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
1
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
UT
I
L
I
T
Y
P
L
A
N
02/22/23
1" = 40'
N/A
ZMW/PHS
JTC
21-1044-00
C3.00
8 9
N
W E
S
0
SCALE: 1" = 40'
80402040
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
NOTES:
1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND
DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD
MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON THE
DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE
PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE FULLY AND
SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY
THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND
DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH
GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE
PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER.
LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY
EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED
CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE
ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM
OWNER/UTILITY OWNER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR
RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING
AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING
NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED
WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER
UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF
COLORADO (1-800-922-1987, WWW.UNCC.ORG).
2.IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL
MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER
SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF
FORT COLLINS WATER AND WASTEWATER DEVELOPMENT STANDARDS.
3.IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS, THE
MOST RESTRICTIVE STANDARD SHALL APPLY.
4.ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC PRESSURE PIPE (DR-18,
PRESSURE CLASS 305). ALL PLASTIC PRESSURE PIPE SHALL HAVE TRACER WIRE PER
STANDARDS. ALL FITTINGS ON THE PROPOSED FIRE LINES AND FIRE HYDRANT LATERALS
SHALL BE FULLY RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR APPROVED
EQUAL).
5.ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER.
6.ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A
MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED.
7.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. ALL SANITARY SEWER &
STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED
CLEANOUTS.
8.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
9.SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH
BUILDING CONTRACTOR.
10.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY
OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
11.COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING,
RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT, AND
OWNER.
12.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM
FINAL ELEVATIONS PRIOR TO INSTALLATION.
13.ELECTRIC SERVICE TO BE OWNED, MAINTAINED AND INSTALLED BY OWNER FROM THE
UTILITY TRANSFORMER SECONDARY LUGS TO THE ELECTRIC METER.
Is this a proposed transformer in the middle of
the sidewalk? Will it be flush with the surface?
What is this?
Please make sure this fire hydrant is within a
utility easement, not within a building envelope or
lot that is excluded from the blanket easement.
Please make sure this fire hydrant is within a
utility easement, not within a building envelope or
lot that is excluded from the blanket easement.
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:03/24/2023
HDS Response: Fire Department
Connection (FDC), label added and
legend updated
HDS Response: Addressed
HDS Response: Addressed
HDS Response: Transformer relocated
MECH
ME
C
H
ME
C
H
ME
C
H
ME
C
H
ME
C
H
ME
C
H
ME
C
H
ME
C
H
MECH MECH
TRAFFIC SIGNAL
TR
A
F
F
I
C
S
I
G
N
A
L
TR
A
F
F
I
C
S
I
G
N
A
L
TRAFFIC SIGNAL
ZI
E
G
L
E
R
R
O
A
D
(R
O
W
V
A
R
I
E
S
)
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
8
TRACT A
PRIVATE ACCESS
&UTILITY EASEMENT
ST
R
E
E
T
-
0
6
STREET-01
STREET-02
ST
R
E
E
T
-
0
6
STREET-03
ZI
E
G
L
E
R
R
O
A
D
(R
O
W
V
A
R
I
E
S
)
TRACT B
ENGLISH RANCH SOUTH P.U.D.UNPLATTED
LOT 10
FRONT RANGE VILLAGE FIRST REPLAT
LOT 11
FRONT RANGE VILLAGE
WL CONNECTION
(EX 24" WL)
SSWR OUTFALL
(EX 30" SSWR)
BE G6
BLDG
ENVELOPE
A9
BLDG
ENVELOPE
A10
BLDG
ENVELOPE
A11
BLDG
ENVELOPE
A4
BLDG
ENVELOPE
A5
BLDG
ENVELOPE
A6
BLDG
ENVELOPE
R2
BLDG
ENVELOPE
F1
BLDG
ENVELOPE
F2
BLDG
ENVELOPE
F3
BLDG
ENVELOPE
F4
BLDG
ENVELOPE
F5
BLDG
ENVELOPE
F6
BLDG
ENVELOPE
C3
BLDG
ENVELOPE
C1
BLDG
ENVELOPE
C2
BL
O
C
K
1
3
LOT 2
LOT 3
LOT 1
BL
O
C
K
1
4
LOT 2
LOT 3
LOT 1
BE G7BE G5 BE G8
BE
G1
BE
G3
BE
G2
BE
G4
BE AG3 BE G11 BE AG4 BE G12 BE AG5 BE G13
BE MU1 BE MU2
BLDG
ENVELOPE
F5
LID D3
STORMTECH MC-3500
(50 CHAMBERS)
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
1
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
UT
I
L
I
T
Y
P
L
A
N
02/22/23
1" = 40'
N/A
ZMW/PHS
JTC
21-1044-00
C3.01
9 9
N
W E
S
0
SCALE: 1" = 40'
80402040
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
NOTES:
1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND
DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD
MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON THE
DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE
PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE FULLY AND
SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY
THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND
DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH
GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE
PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER.
LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY
EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED
CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE
ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM
OWNER/UTILITY OWNER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR
RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING
AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING
NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED
WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER
UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF
COLORADO (1-800-922-1987, WWW.UNCC.ORG).
2.IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL
MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER
SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF
FORT COLLINS WATER AND WASTEWATER DEVELOPMENT STANDARDS.
3.IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS, THE
MOST RESTRICTIVE STANDARD SHALL APPLY.
4.ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC PRESSURE PIPE (DR-18,
PRESSURE CLASS 305). ALL PLASTIC PRESSURE PIPE SHALL HAVE TRACER WIRE PER
STANDARDS. ALL FITTINGS ON THE PROPOSED FIRE LINES AND FIRE HYDRANT LATERALS
SHALL BE FULLY RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR APPROVED
EQUAL).
5.ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER.
6.ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A
MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED.
7.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. ALL SANITARY SEWER &
STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED
CLEANOUTS.
8.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
9.SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH
BUILDING CONTRACTOR.
10.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY
OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
11.COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING,
RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT, AND
OWNER.
12.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM
FINAL ELEVATIONS PRIOR TO INSTALLATION.
13.ELECTRIC SERVICE TO BE OWNED, MAINTAINED AND INSTALLED BY OWNER FROM THE
UTILITY TRANSFORMER SECONDARY LUGS TO THE ELECTRIC METER.
This is identified as a
transformer on the
site plan. Please add
a transformer symbol
to the legend for the
utility plan and clearly
identify all proposed
transformers.
Please make it clear that this is a
proposed fence, not an existing fence.
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:03/24/2023
HDS Response: Addressed, symbol added
HDS Response: Addressed