HomeMy WebLinkAboutHEARTSIDE HILL COMMUNITY FACILITY - PDP230016 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSSITE
E TRILBY RD
S
L
E
M
A
Y
A
V
E
BRIT
T
A
N
Y
S
T
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)
HE
A
R
T
S
I
D
E
H
I
L
L
-
C
O
M
M
U
N
I
T
Y
B
U
I
L
D
I
N
G
CO
V
E
R
S
H
E
E
T
2/7/24
N/A
N/A
ZMW
JTC
21-1045-02
C0.00
1 7
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" = 250'
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK #24-94
ON THE NORTHEAST CORNER OF THE INTERSECTION OF EAST TRILBY ROAD AND PORTNER DRIVE, ON TOP OF THE WEST END
OF A CONCRETE HEADWALL
ELEV= 4960.69
CITY OF FORT COLLINS BENCHMARK #25-94
ON THE NORTHWEST CORNER OF THE INTERSECTION OF EAST TRILBY ROAD AND SOUTH LEMAY AVENUE, ON TOP OF THE
SOUTHEAST EDGE OF THE CONCRETE RING TO AN ELECTRIC MANHOLE
ELEV= 4913.16
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) = 4960.69 (NAVD88 DATUM) - 3.19'
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4913.16 (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
A&EAE ACCESS & EMERGENCY ACCESS EASEMENT
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
COMM COMMUNICATION
CON CONDENSATE
CONC CONCRETE
COORD COORDINATION
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
EEA EASEMENT EXCLUSION AREA
EG EXISTING GROUND
EL ELEVATION
ELEC ELECTRIC
EM ELECTRIC METER
ENV ENVELOPE
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
FCLWD FORT COLLINS LOVELAND WATER DISTRICT
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
HH HEARTSIDE HILL
HORZ HORIZONTAL
HDPE HIGH DENSITY POLYETHYLENE
HP HIGH POINT
HW HEADWALL
H4H HABITAT FOR HUMANITY
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
MAX MAXIMUM
ME MATCH EXISTING
MEP MECHANICAL, ELECTRICAL, PLUMBING
ENGINEER
MH MANHOLE
MIN MINIMUM
N NORTH(ING)
NA NOT APPLICABLE
NTS NOT TO SCALE
OC ON CENTER
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
OHU OVERHEAD UTILITY
P&UE PEDESTRIAN & 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
RG RAIN GARDEN
RJ RESTRAINT JOINT
ROW RIGHT-OF-WAY
RT RIGHT
SCH SCHEDULE
S SOUTH
SD STORM DRAIN PIPE
SDMH STORM DRAIN MANHOLE
SFCSD SOUTH FORT COLLINS SANITATION DISTRICT
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
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
WL WATERLINE
WQCE WATER QUALITY CONTROL ELEVATION
WSE WATER SURFACE ELEVATION
XFMR ELECTRIC TRANSFORMER
LIGHT & POWER
Fort Collins Light & Power
700 Wood Street
Fort Collins, Colorado 80522
Contact: Luke Unruh
Ph. 970.416.2724
STORMWATER
Fort Collins Utilities
700 Wood Street
Fort Collins, Colorado 80522
Contact: Matt Simpson
Ph. 970.221.6192
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
WATER & WASTEWATER
FCLWD/SFCSD
5150 Snead Drive
Fort Collins, Colorado 80525
Contact: Sam Lowe
Ph. 970.226.3104
DEVELOPER
CARE Housing
1303 West Swallow Rd, Bldg 11
Fort Collins, CO 80526
Ph. 970.282.7522
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
Intermill Land Surveying
1301 Cleveland Ave
Loveland, CO 80537
Ph. 970.669.0516
ARCHITECT
alm2S
712 Whalers Way, Bldg B, Ste 100
Fort Collins, CO 80525
Ph. 970.223.1820
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
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.
EXISTING COMMUNICATIONS VAULT
EXISTING ELECTRIC VAULT
EXISTING TRAFFIC CONTROL BOX
EXISTING STORM DRAIN MANHOLE
EXISTING TEE POST
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland Water District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the South Fort Collins Sanitation District.
District Engineer Date
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
CIVIL PLANS FOR
HEARTSIDE HILL - COMMUNITY BUILDING
HEART OF THE ROCKIES FOURTH SUBDIVISION
SITUATED IN THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 6 NORTH,RANGE 69 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE COLORADO
FEBRUARY 2024
INDEX OF SHEETS
Sheet No.Discipline No.Description of Sheets
1 C0.00 COVER SHEET
2 C0.02 EXISTING CONDITIONS & DEMOLITION PLAN
3 C1.00 HORIZONTAL CONTROL PLAN
4 C2.00 DRAINAGE & EROSION CONTROL PLAN
5 C2.01 GRADING PLAN - PHASE 1
6 C2.02 GRADING PLAN - PHASE 2
7 C3.00 OVERALL 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.
JASON T. CLAEYS
P.E. NO. 42122
LOT 1
BLOCK 3
LOT 1
BLOCK 2
TRACT A
Heart of the Rockies
Fourth Subdivision
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)
HE
A
R
T
S
I
D
E
H
I
L
L
-
C
O
M
M
U
N
I
T
Y
B
U
I
L
D
I
N
G
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
&
D
E
M
O
L
I
T
I
O
N
P
L
A
N
2/7/24
1" = 15'
N/A
ZMW
JTC
21-1045-02
C0.02
2 7
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
APPROX LIMITS OF SAWCUT LINE
DEMO UTILITIES / FENCE / ETC
DEMO STRUCTURE/UTILITY/
LIGHT/ ETC
DEMO ASPHALT / CONCRETE
TREE REMOVAL/RELOCATION
(RE: LA)
PROTECT EXISTING TREE
(RE: LA)
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 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 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.REFER TO LANDSCAPE TREE MITIGATION PLAN (IF APPLICABLE) FOR TREE REMOVAL,
RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR
COORDINATION PURPOSES ONLY.
9.REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION.
10.ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
TREE PROTECTION NOTES:
1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL
AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS
FOR REMOVAL.
2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL
OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED
AND APPROVED THE DISTURBANCE.
3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY
STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT
HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.
4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL
PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM
OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET
FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL
BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE
FENCED TREE PROTECTION ZONE.
5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE
CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE
MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY
OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED
TREE OR GROUP OF TREES.
6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY
PROTECTED TREE.
7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM
CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY
EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING
AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE
ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART
AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF
SUCH AREAS BEING CLEARED.
8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE
REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY
BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF
TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE
TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED
IN THE CHART BELOW:
9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO
JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST
COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT
SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS
ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL
REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL
AND CONSTRUCTION APPLY.
TREE DIAMETER AT BREAST HEIGHT
(INCHES)
AUGER DISTANCE FROM FACE OF TREE
(FEET)
0 - 2 1
3 - 4 2
5 - 9 5
10 - 14 10
15 - 19 12
OVER 19 15
N
W E
S
0
SCALE: 1" =
307.5 1515
15'
Existing Church Building
FFE = 4933.70
COMMUNITY BLDG
(BLDG PHASE 1)
DAYCARE
(BLDG PHASE 2)
LOT 1
BLOCK 3
TRACT A
Heart of the Rockies
Fourth Subdivision
LOT 1
BLOCK 3
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)
HE
A
R
T
S
I
D
E
H
I
L
L
-
C
O
M
M
U
N
I
T
Y
B
U
I
L
D
I
N
G
HO
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
P
L
A
N
2/7/24
1" = 15'
N/A
ZMW
JTC
21-1045-02
C1.00
3 7
N
W E
S
0
SCALE: 1" =
307.5 1515
15'
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
CONCRETE SIDEWALK
NOTES:
1.ALL ROAD AND PARKING DIMENSIONS BASED ON FLOWLINE OR CURB. VERIFY
BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL PLANS FOR
STREET RIGHT-OF-WAY WORK.
3.TRAFFIC CONTROL, PERMITS, CONSTRUCTION AND FEES ASSOCIATED WITH THE
RIGHT-OF-WAY WORK, ARE THE SOLE RESPONSIBILITY OF THE GENERAL
CONTRACTOR.
4.ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL
REPORT FOR THE SITE.
5.ALL WORK SHALL CONFORM TO LARIMER COUNTY URBAN AREA STREET
STANDARDS.
6.COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND SITE FEATURES
WITH LANDSCAPE ARCHITECT.
EV INSTALLED
LEGEND
EV READY
EV CAPABLE
NYLO
P
L
A
S
T
D
U
C
T
I
L
E
I
R
O
N
DO N
O
T
P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
D
N
D
YLOPLAST
O
NOT
POLL
UTE
UCT
ILEIRON
DRAIN S TO WATERWAYS
COMMUNITY BLDG
FFE=4936.85
(BLDG PHASE 1)
DAYCARE
FFE=4937.85
(BLDG PHASE 2)
LOT 1
BLOCK 2
TRACT A
Heart of the Rockies
Forth Subdivision
LOT 1
BLOCK 3
Existing Church Building
FFE = 4933.70
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)
HE
A
R
T
S
I
D
E
H
I
L
L
-
C
O
M
M
U
N
I
T
Y
B
U
I
L
D
I
N
G
DR
A
I
N
A
G
E
&
E
R
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
2/7/24
1" = 15'
N/A
ZMW
JTC
21-1045-02
C2.00
4 7
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
N
W E
S
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN BOUNDARY
DRAINAGE BASIN FLOW PATH
NOTES
1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY
EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT
ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION
AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN
PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED
GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL
FOR REMOVAL.
2.THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE
OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION
BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE
EROSION CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT
EROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY
POLLUTION.
3.LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL
BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS
NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. ALL
DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED,
SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL
AND SOIL MIGRATION.
4.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND
SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION
COMMENCEMENT.
5.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND
DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND
NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND
MULCHED PER LCUASS STANDARDS.
6.ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING,
INCLUDING BUT NOT LIMITED TO SLOPED AREAS.
7.AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES
OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO
ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE
RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE THE
SOIL.
0
SCALE: 1" =
307.5 1515
15'
CONSTRUCTION ENTRANCE W/
VEHICLE TRACKING CONTROL
INLET PROTECTION
LIMITS OF DISTURBANCE (APPROX)
CONSTRUCTION FENCE
PERMANENT RIPRAP APRON
ROCK SOCKS
NYLO
P
L
A
S
T
D
U
C
T
I
L
E
I
R
O
N
DO N
O
T
P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
D
N
D
YLOPLAST
O
NOT
POLL
UTE
UCT
ILEIRON
DRAIN S TO WATERWAYS
LOT 1
BLOCK 2
TRACT A
Heart of the Rockies
Fourth Subdivision
LOT 1
BLOCK 3
Existing Church Building
FFE = 4933.70
COMMUNITY BLDG
FFE=4936.35
FG=4936.85
(BLDG PHASE 1)
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)
HE
A
R
T
S
I
D
E
H
I
L
L
-
C
O
M
M
U
N
I
T
Y
B
U
I
L
D
I
N
G
GR
A
D
I
N
G
P
L
A
N
-
P
H
A
S
E
1
2/7/24
1" = 15'
N/A
ZMW
JTC
21-1045-02
C2.01
5 7
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
NOTES:
1.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE
MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM
THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS
SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR
STORM ELEVATION OF ADJACENT STREETS, CHANNELS,
DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES.
MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR
WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES,
OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A FINAL
GRADING PLAN ARE TO BE SHOWN.
2.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY
EROSION CONTROL MEASURES PRIOR TO AND
THROUGHOUT CONSTRUCTION.
3.SPOT ELEVATIONS SHOWN ARE ON FLOWLINE OR BACK OF
WALK UNLESS OTHERWISE LABELED.
4.WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR
TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE
SHOWN ON THE HIGH SIDE OF THE WALK.
5.ALL SUBGRADE TO BE PLACED/COMPACTED PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS.
6.ANY RETAINING WALL EXCEEDING 30" RETAINING HEIGHT
ARE REQUIRED TO GET A SEPARATE PERMIT FROM THE CITY
OF FT. COLLINS BUILDING DIVISION.
LIMITS OF 12" FOUNDATION
STEM WALL (RE: STRUCT)
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
0
SCALE: 1" =
307.5 1515
15'
NYLO
P
L
A
S
T
D
U
C
T
I
L
E
I
R
O
N
DO N
O
T
P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
D
N
D
YLOPLAST
O
NOT
POLL
UTE
UCT
ILEIRON
DRAIN S TO WATERWAYS
COMMUNITY BLDG
FFE=4936.35
FG=4936.85
(BLDG PHASE 1)
DAYCARE
FFE=4937.85
FG=4937.35
(BLDG PHASE 2)
LOT 1
BLOCK 2
TRACT A
Heart of the Rockies
Fourth Subdivision
LOT 1
BLOCK 3
Existing Church Building
FFE = 4933.70
INFANT
400 S.F.SHADE
AREA
150 S.F.
TODDLER
750 S.F.TODDLER
1,050 S.F.
4-5 YEAR
1,500 S.F.
4-5 YEAR
1,100 S.F.
SHADE
AREA
150 S.F.
SHADE
AREA
150 S.F.
SHADE
AREA
150 S.F.
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)
HE
A
R
T
S
I
D
E
H
I
L
L
-
C
O
M
M
U
N
I
T
Y
B
U
I
L
D
I
N
G
GR
A
D
I
N
G
P
L
A
N
-
P
H
A
S
E
2
2/7/24
1" = 15'
N/A
ZMW
JTC
21-1045-02
C2.02
6 7
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
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
NOTES:
1.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE
MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM
THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS
SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR
STORM ELEVATION OF ADJACENT STREETS, CHANNELS,
DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES.
MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR
WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES,
OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A FINAL
GRADING PLAN ARE TO BE SHOWN.
2.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY
EROSION CONTROL MEASURES PRIOR TO AND
THROUGHOUT CONSTRUCTION.
3.SPOT ELEVATIONS SHOWN ARE ON FLOWLINE OR BACK OF
WALK UNLESS OTHERWISE LABELED.
4.WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR
TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE
SHOWN ON THE HIGH SIDE OF THE WALK.
5.ALL SUBGRADE TO BE PLACED/COMPACTED PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS.
6.ANY RETAINING WALL EXCEEDING 30" RETAINING HEIGHT
ARE REQUIRED TO GET A SEPARATE PERMIT FROM THE CITY
OF FT. COLLINS BUILDING DIVISION.
LIMITS OF 12" FOUNDATION
STEM WALL (RE: STRUCT)
N
W E
S
0
SCALE: 1" =
307.5 1515
15'
NYLO
P
L
A
S
T
D
U
C
T
I
L
E
I
R
O
N
DO N
O
T
P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
D
N
D
YLOPLAST
O
NOT
POLL
UTE
UCT
ILEIRON
DRAIN S TO WATERWAYS
COMMUNITY BLDG
(BLDG PHASE 1)
DAYCARE
(BLDG PHASE 2)
LOT 1
BLOCK 2
TRACT A
Heart of the Rockies
Fourth Subdivision
Existing Church Building
FFE = 4933.70
LOT 1
BLOCK 3
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)
HE
A
R
T
S
I
D
E
H
I
L
L
-
C
O
M
M
U
N
I
T
Y
B
U
I
L
D
I
N
G
OV
E
R
A
L
L
U
T
I
L
I
T
Y
P
L
A
N
2/7/24
1" = 15'
N/A
ZMW
JTC
21-1045-02
C3.00
7 7
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
N
W E
S
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 FCLWD/SFCSD 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 SHALL BE FULLY RESTRAINED JOINTS PER FCLWD
STANDARDS (MEGA-LUG OR APPROVED EQUAL).
5.ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER.
6.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING
CONNECTION ELEVATION (RE: MEP).
7.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.STORM PIPES SHALL BE ADS HP STORM PIPE UNLESS OTHERWISE NOTED.
12.COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING,
RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT,
AND OWNER.
13.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS.
14.ELECTRIC SERVICE CONDUIT AND CONDUCTOR SHALL BE INSTALLED, OWNED, AND
MAINTAINED BY THE OWNER.
15.THE PROJECT GEOTECHNICAL ENGINEER OBSERVED VARIABLE GROUNDWATER
LEVELS THROUGHOUT THE SITE. IT IS LIKELY THAT GROUND WATER WILL BE
ENCOUNTERED DURING UTILITY INSTALLATION AND THE CONTRACTOR WILL NEED TO
ACCOMMODATE AS NEEDED.
16.ALL UTILITIES ARE CONSTRUCTED IN THE FIRST BUILDING PHASE.
0
SCALE: 1" =
307.5 1515
15'