HomeMy WebLinkAboutHEARTSIDE HILL LOT ADJUSTMENTS - MA230145 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSSITE
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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)
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9/27/23
N/A
N/A
JTC
JTC
21-1045-00
C0.00
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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
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
City of Fort Collins, Colorado
REVISED 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
HEART OF THE ROCKIES THIRD 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
SEPTEMBER 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 #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
M&M MINOR AMENDMENT & MINOR SUBDIVISION
PLAT
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:
INDEX OF SHEETS
Sheet No.Discipline No.Description of Sheets
1 C0.00 COVER SHEET
2 C0.01 GENERAL NOTES
3 C0.02 EXISTING CONDITIONS & DEMOLITION PLAN
4 C0.03 PHASING PLAN
5 C0.04 PHASING DETAIL
6 - 7 C1.00 - C1.01 HORIZONTAL CONTROL PLAN
8 C1.02 BRITTANY STREET STRIPING PLAN
9 C2.00 DRAINAGE PLAN
10 - 13 C2.01 - C2.04 EROSION & SEDIMENT CONTROL PLAN
14 C2.05 GRADING PLAN
15 C3.00 OVERALL UTILITY PLAN
16 - 17 C3.01 - C3.02 SANITARY SEWER PLAN & PROFILES
18 - 19 C3.03 - C3.04 STORM DRAIN PLAN & PROFILES
20 C4.00 PRELIMINARY LEMAY AVENUE STREET PLAN & PROFILE
21 - 27 C5.00 - C5.06 DETAILS
23A C5.02A DETAILS
E TRILBY RD
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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
EXISTING COMMUNICATIONS VAULT
EXISTING ELECTRIC VAULT
EXISTING TRAFFIC CONTROL BOX
EXISTING STORM DRAIN MANHOLE
EXISTING TEE POST
LOT 2
363,964 sq.ft.±
8.35 acres±
BLOCK 1
Heart of the Rockies
Second Subdivision
LOT 1
105,661 sq. ft.±
2.43 acres±
TRILBY ROAD
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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)
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9/27/23
1" = 40'
N/A
JTC
JTC
21-1045-00
C0.02
3 27
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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
0
SCALE: 1" = 40'
80402040
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
TRILBY ROAD
BR
I
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A
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A
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BR
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A
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S
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POND D
LOT 1
HEART OF THE ROCKIES 2ND
BLOCK 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
BLOCK 2
BLDG 1
(TYPE B, RE: ARCH)
BLDG 3
(TYPE A, RE: ARCH)BLDG 4
(TYPE B, RE: ARCH)BLDG 5
(TYPE C, RE: ARCH)
BLDG 6
(TYPE A, RE: ARCH)
BLOCK 3
LOT 1
TRACT A
BLDG 2
(TYPE C, RE: ARCH)
BU
C
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A
N
A
N
STR
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D
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W
A
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T
C
O
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N
A
Y
C
I
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C
L
E
WESTBOURN
CIRCLE
AREA RESERVED
FOR STORMWATER
FACILITIES
RE
V
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S
I
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N
NO
.
BY
DA
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HI
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5
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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)
HE
A
R
T
S
I
D
E
H
I
L
L
PH
A
S
I
N
G
P
L
A
N
9/27/23
1" = 40'
N/A
ZMW
JTC
21-1045-00
C0.03
4 27
1
M&
M
-
L
O
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L
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E
&
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A
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1/
1
7
/
2
4
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
0
SCALE: 1" = 40'
80402040
PHASE 1
PHASE 2
PHASE 4
PHASE 3
LEGEND
NOTES:
1.PHASES MAY BE COMBINED SEQUENTIALLY AS
NECESSARY
2.ALL OVERLOT GRADING & UTILITY INSTALLATION
(WATER/SEWER/STORM) WILL BE OCCUR IN PHASE 1
3.COMPLETION OF PARK IMPROVEMENTS ANTICIPATE
TO OCCUR AS SOON AS POSSIBLE AND PRIOR TO THE
ISSUANCE OF THE LAST APARTMENT BUILDING
CERTIFICATE OF OCCUPANCY.
4.CHURCH MODULAR REMOVAL WILL OCCUR WITH
PHASE 4 MODULAR TO REMAIN IN PLACE
5.MODIFICATION OF NW RAIN GARDEN OUTFALL WILL
OCCUR WITH PHASE 4 NO MODIFICATION NEEDED
6.PHASE 4 IS ANTICIPATED TO COINCIDE WITH FUTURE
COMMUNITY CENTER NA
7.RAIN GARDENS TO BE INSTALLED AT THE CONCLUSION
OF CONSTRUCTION ACTIVITIES AND CONCURRENT
WITH LANDSCAPE INSTALLATION. PLACE NECESSARY
EROSION CONTROL PROTECTION TO MINIMIZE RISK OF
NATIVE SOILS MIGRATING TO THE RAIN GARDEN
GROWING MEDIA. THE RAIN GARDEN GRADING MAY
BE UTILIZED AS A SEDIMENT TRAP PRIOR TO THE
INSTALLATION OF THE DRAINAGE COURSE AND
GROWING MEDIA.
RAIN GARDEN OS1
BRITTANY STREET
LOT 1
HEART OF THE ROCKIES 2ND
BLOCK 1
LOT 1
LOT 2
LOT 3
LOT 4
TRACT A
RAIN GARDEN OS1
BRITTANY STREET
LOT 1
HEART OF THE ROCKIES 2ND
BLOCK 1
LOT 1
LOT 2
LOT 3
LOT 4
TRACT A
RE
V
I
S
I
O
N
NO
.
BY
DA
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HI
G
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L
A
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D
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S
63
5
5
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1
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|
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:
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6
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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)
HE
A
R
T
S
I
D
E
H
I
L
L
PH
A
S
I
N
G
D
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T
A
I
L
9/27/23
1" = 20'
N/A
JTC
JTC
21-1045-00
C0.04
5 27
1
M&
M
-
L
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&
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1/
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/
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4
INTERIM CONDITION
ULTIMATE CONDITION
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
0
SCALE: 1" = 20'
40201020
NOTE:
1.SEE SHEETS 10 - 13 FOR APPLICABLE EROSION CONTROL MEASURES & NOTES
VOI
D
-
N
O
L
O
N
G
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R
APP
L
I
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A
B
L
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TRILBY ROAD
BR
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BR
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A
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Y
S
T
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T
POND D
BLOCK 4
LOT 1
BLOCK 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
BLOCK 2
BLDG 1
(TYPE B, RE: ARCH)
BLDG 3
(TYPE A, RE: ARCH)BLDG 4
(TYPE B, RE: ARCH)BLDG 5
(TYPE C, RE: ARCH)
BLDG 6
(TYPE A, RE: ARCH)
BLOCK 3
LOT 1
TRACT A
BLDG 2
(TYPE C, RE: ARCH)
BU
C
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A
N
A
N
STR
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N
A
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C
I
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C
L
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WESTBOURN
CIRCLE
LOT 1
LOT 2
LOT 3
LOT 4
AREA RESERVED
FOR STORMWATER
FACILITIES
RE
V
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I
O
N
NO
.
BY
DA
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HI
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.
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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)
HE
A
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T
S
I
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H
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HO
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T
A
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C
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R
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L
P
L
A
N
9/27/23
1" = 40'
N/A
JTC
JTC
21-1045-00
C1.00
6 27
1
M&
M
-
L
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L
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&
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A
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U
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ZM
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1/
1
7
/
2
4
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
CONCRETE PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
LIGHT DUTY ASPHALT PAVEMENT
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.
7.DURING SIDEWALK INSTALLATION ALONG BRITTANY DRIVE, PLEASE
HYDRO_EXCAVATE/POTHOLE SIDEWALK EDGE CLOSEST TO EXISTING TREES.
HYDRO_EXCAVATION SHALL BE USED TO DETERMINE WHAT, IF ANY, SIGNIFICANT
ROOTS MAY BE IN CONFLICT WITH THE NEW SIDEWALK. PLEASE CONTACT CITY
FORESTRY (FORESTRY@FCGOV.COM) PRIOR TO HYDRO_EXCAVATION AND AFTER
WORK IS COMPLETED TO REVIEW CRITICAL ROOT ZONE AREA. ANY ROOTS EQUAL
TO OR GREATER THAN 2 INCHES IN DIAMETER SHALL BE PRESERVED AND
PROTECTED TO THE EXTENT FEASIBLE. CUTTING OF ANY ROOTS 2 INCHES IN
DIAMETER AND GREATER, THEY MUST BE APPROVED BY CITY FORESTRY.
STOP
ONLY
STOP
EV INSTALLED
N
W E
S
0
SCALE: 1" = 40'
80402040
LEGEND
EV READY
EV CAPABLE
4" MOUNTABLE CURB W/ 1' SPILL GUTTER
6" VERTICAL CURB W/ 1' SPILL GUTTER
6" VERTICAL CURB W/ 1' CATCH GUTTER
6" VERTICAL CURB W/ 2' CATCH GUTTER
12" FLUSH CONCRETE CURB
2.0' CURB TRANSITION
CURB RAMP
2.0' SOFT PAN
1.0' CONCRETE PAN (TYP)
4.0' CONCRETE PAN (TYP)
6.0' CONCRETE PAN
APPROXIMATE SAW CUT
INSTALLED EV CHARGING STATION (RE: ELEC)
EV PEDESTAL MOUNT CURB (TYP)
WHEEL STOPS (TYP)
TRASH ENCLOSURE (RE: ARCH)
BIKE RACK (RE: LA)
BIKE SHELTER (RE: LA)
PARK AMENITY (RE: LA)
P
FIRE LANE
RESERVED
PARKING
VAN
ACCESSIBLE
RE
V
I
S
I
O
N
NO
.
BY
DA
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E
HI
G
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63
5
5
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|
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6
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.
c
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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)
HE
A
R
T
S
I
D
E
H
I
L
L
HO
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I
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O
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T
A
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C
O
N
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R
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P
L
A
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9/27/23
N/A
N/A
JTC
JTC
21-1045-00
C1.01
7 27
1
M&
M
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&
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1/
1
7
/
2
4
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
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
TRILBY ROAD
BR
I
T
T
A
N
Y
S
T
R
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E
T
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M
A
Y
A
V
E
N
U
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BR
I
T
T
A
N
Y
S
T
R
E
E
T
BRITTANY KNOLLS
BRITTANY KNOLLS
PA
R
A
G
O
N
P
O
I
N
T
BLOCK 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
BLOCK 2
BLOCK 3
LOT 1
TRACT A
BLDG 1
BLDG 2 BLDG 3
BLDG 4
BLDG 5 BLDG 6
DETENTION POND D
100 YR PEAK INFLOW = 44.16 CFS
100 YR RELEASE RATE = 13.2 CFS
100-YR VOLUME = 0.90 AC-FT
100-YR WSE = 4911.03 FT
WQCV (40-HR) = 0.08 AC-FT
WQCV WSE = 4908.85 FT
(STANDARD WQ - AREA NOT
TREATED BY LID)
RAIN GARDEN D1
WQCV (12-HR) = 2,914 CU-FT
RAIN GARDEN OS1
WQCV (12-HR) = 1,845 CU-FT
AREA RESERVED
FOR STORMWATER
FACILITIES
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
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63
5
5
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1
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0
|
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5
5
0
PH
O
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:
9
7
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.
6
7
4
.
7
5
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|
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.
c
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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)
HE
A
R
T
S
I
D
E
H
I
L
L
DR
A
I
N
A
G
E
P
L
A
N
9/27/23
1" = 40'
N/A
JTC
JTC
21-1045-00
C2.00
9 27
1
M&
M
-
L
O
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L
I
N
E
&
U
T
I
L
I
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Y
A
D
J
U
S
T
M
E
N
T
S
ZM
W
1/
1
7
/
2
4
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
0
SCALE: 1" = 40'
80402040
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 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.
TRILBY ROAD
BR
I
T
T
A
N
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S
T
R
E
E
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LE
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A
Y
A
V
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BR
I
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T
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S
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T
APPROX LIMIT OF
DISTURBANCE (TYP)
AREA RESERVED
FOR STORMWATER
FACILITIES
RE
V
I
S
I
O
N
NO
.
BY
DA
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HI
G
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L
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|
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5
0
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9
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.
c
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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)
HE
A
R
T
S
I
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H
I
L
L
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O
S
I
O
N
&
S
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D
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T
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L
P
L
A
N
PH
A
S
E
1
-
G
R
A
D
I
N
G
9/27/23
1" = 40'
N/A
ZMW
JTC
21-1045-00
C2.01
10 27
1
M&
M
-
L
O
T
L
I
N
E
&
U
T
I
L
I
T
Y
A
D
J
U
S
T
M
E
N
T
S
ZM
W
1/
1
7
/
2
4
0
40'
80402040
SCALE: 1" =
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 DRAINAGE FLOW ARROW
LEGEND
EX MAJOR CONTOUR
EX MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CONSTRUCTION ENTRANCE W/
VEHICLE TRACKING CONTROL
CONCRETE WASHOUT AREA
SILT FENCE
INLET PROTECTION
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
SEDIMENT CONTROL LOGS
TEMPORARY SEDIMENT BASIN
SURFACE ROUGHENING
STABILIZED STAGING AREA
TURF REINFORCEMENT MAT
PERMANENT RIPRAP APRON
LIMITS OF DISTURBANCE (APPROX)
COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES
1.THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE
NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE.
2.ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY
(STOCKPILING, STRIPPING, GRADING, ETC). ALL REQUIRED EROSION CONTROL
MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION
SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION
PLANS, AND EROSION CONTROL REPORT.
3.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER
POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED
TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR
THE SHORTEST PRACTICAL PERIOD OF TIME.
4.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING,
UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED
CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH,
VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN
AREAS OUTSIDE PROJECT STREET RIGHTS OF WAY SHALL REMAIN EXPOSED BY LAND
DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED
TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH,
LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE
STORMWATER DEPARTMENT.
5.THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING
CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND
DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST
IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING
DEPARTMENT.
6.ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED
AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT
AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR
INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED
ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND
LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY.
7.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES
SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING,
WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER
30 DAYS SHALL BE SEEDED AND MULCHED.
8.CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS
OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY
INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE
CONTRACTOR.
EROSION CONTROL 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 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 PREVENT OFFSITE SEDIMENTATION. ADDITIONAL
MEASURES AND MEANS NOT SHOWN SHALL ALSO BE IMPLEMENTED AS NEEDED. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE APPROPRIATE BMPS DEPICTED
AND/OR NOT DEPICTED ON THIS PLAN.
3.CONTRACTOR TO MINIMIZE DISTURBED AREA AT ALL TIMES AND LIMIT DISTURBANCE
TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL
BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. AREAS
SHALL NOT BE CLEARED UNTIL THEY ARE TO BE CONSTRUCTED UNLESS APPROVED BY
THE BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR.
4.ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE
ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. ANY
DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT
LIMITED TO SLOPED AREAS.
5.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY
CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT.
6.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.
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.
PHASE 1 - GRADING PHASE NOTES
1.THIS PLAN IS A LIVING DOCUMENT THAT MAY CHANGE AS WORK PROGRESSES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING THESE EROSION CONTROL
PLANS AS NEEDED DURING CONSTRUCTION ACTIVITIES TO REFLECT ACTUAL BMPS
USED ONSITE, REASONS FOR CHANGES AND ANY DISTURBED AREAS.
2.DURING CONSTRUCTION, TEMPORARY EROSION CONTROL MEASURES SHALL BE
IMPLEMENTED AS IMPROVEMENTS ARE INSTALLED, INCLUDING BUT NOT LIMITED TO
INLET PROTECTION, SEDIMENT BASINS, BMP MAINTENANCE/PROTECTION AND
TEMPORARY SEEDING.
3.THE CONTRACTOR MAY USE SUCH BMPS AS SILT FENCE OR COMPACTED EARTH
BERM AS FORMAL CONSTRUCTION MARKER PERIMETER CONTROL AS APPROVED BY
THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR.
4.ALL ONSITE AND OFFSITE DRAINAGE PATTERNS ARE TO BE VERIFIED IN THE FIELD.
PROVIDE ALL NECESSARY BMPS TO PROTECT IMMEDIATE DOWNSTREAM INLETS,
CULVERTS, DRAINAGE WAYS, ETC.
5.OFFSITE INLET PROTECTIONS SHALL BE COMPLETED BY CURB INLET OR DROP INLET
PROTECTION WHETHER BY MEANS OF GRATE FILTERS IN CONJUNCTION WITH
CURBSIDE CHECKDAM OR OTHER MEASURES AS APPROVED BY THE CITY OF FORT
COLLINS EROSION CONTROL INSPECTOR.
6.ALL PERIMETER CONTROL BMPS SHALL INSTALLED IN PHASE 1. CONTRACTOR SHALL
NOT PROCEED WITH CONSTRUCTION ACTIVITIES UNTIL ALL PHASE 1 BMPS ARE
INSTALLED, INSPECTED, AND APPROVED BY THE CITY OF FORT COLLINS EROSION
CONTROL INSPECTOR.
7.CONTRACTOR SHALL INSTALL AND MAINTAIN AT LEAST ONE VEHICLE TRACKING PAD
AND MAY INSTALL ADDITIONAL VEHICLE TRACKING PADS TO ACCOMMODATE
CONSTRUCTION PROCESSES IN ACCORDANCE WITH THE STORMWATER
MANAGEMENT PLAN. ALL VEHICLE TRACKING PADS MUST BE PRE-APPROVED BY THE
CITY OF FORT COLLINS EROSION CONTROL INSPECTOR.
CONSTRUCTION FENCE
CULVERT PROTECTION
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
TRILBY ROAD
BR
I
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T
A
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S
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A
Y
A
V
E
N
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E
BR
I
T
T
A
N
Y
S
T
R
E
E
T
APPROX LIMIT OF
DISTURBANCE (TYP)
AREA RESERVED
FOR STORMWATER
FACILITIES
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
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A
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E
,
S
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E
1
0
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|
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D
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5
5
0
PH
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9
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6
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.
H
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h
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a
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-
D
S
.
c
o
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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)
HE
A
R
T
S
I
D
E
H
I
L
L
ER
O
S
I
O
N
&
S
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D
I
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N
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N
T
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N
PH
A
S
E
2
-
I
N
F
R
A
S
T
R
U
C
T
U
R
E
9/27/23
1" = 40'
N/A
ZMW
JTC
21-1045-00
C2.02
11 27
1
M&
M
-
L
O
T
L
I
N
E
&
U
T
I
L
I
T
Y
A
D
J
U
S
T
M
E
N
T
S
ZM
W
1/
1
7
/
2
4
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
COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES
1.THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE
NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE.
2.ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING
ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL REQUIRED EROSION
CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE
CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT
SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT.
3.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED
WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION
SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION
OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME.
4.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING,
UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A
ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS
UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS
INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS OF WAY SHALL
REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30)
DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL
(E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE
APPROVED BY THE STORMWATER DEPARTMENT.
5.THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING
CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL
LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN
FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY
ENGINEERING DEPARTMENT.
6.ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE
INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH
RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED
PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS,
PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED
AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR
RELEASE INTO ANY DRAINAGEWAY.
7.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL
STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE
ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE
REMAINING AFTER 30 DAYS SHALL BE SEEDED AND MULCHED.
8.CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF
SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE.
ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY
THE CONTRACTOR.
EROSION CONTROL 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 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
PREVENT OFFSITE SEDIMENTATION. ADDITIONAL MEASURES AND MEANS NOT
SHOWN SHALL ALSO BE IMPLEMENTED AS NEEDED. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE APPROPRIATE BMPS DEPICTED AND/OR NOT
DEPICTED ON THIS PLAN.
3.CONTRACTOR TO MINIMIZE DISTURBED AREA AT ALL TIMES AND LIMIT
DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST
EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY
COMPLETE PROPOSED WORK. AREAS SHALL NOT BE CLEARED UNTIL THEY
ARE TO BE CONSTRUCTED UNLESS APPROVED BY THE BY THE CITY OF FORT
COLLINS EROSION CONTROL INSPECTOR.
4.ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE
ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL
MIGRATION. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING,
INCLUDING BUT NOT LIMITED TO SLOPED AREAS.
5.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY
CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT.
6.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.
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.
PHASE 2 - INFRASTRUCTURE PHASE NOTES
1.CONTRACTOR SHALL GRADE AND INSTALL SEDIMENT BASINS BEFORE PROCEEDING
WITH ANY PHASE 2 INFRASTRUCTURE CONSTRUCTION ACTIVITIES.
2.DURING CONSTRUCTION, TEMPORARY EROSION CONTROL MEASURES SHALL BE
IMPLEMENTED AS IMPROVEMENTS ARE INSTALLED, INCLUDING BUT NOT LIMITED TO
INLET PROTECTION, SEDIMENT BASINS, BMP MAINTENANCE/PROTECTION, TEMPORARY
SEEDING AND MULCHING.
3.ONSITE & OFFSITE INLET PROTECTIONS SHALL BE COMPLETED PROTECTED BY CURB
INLET OR DROP INLET PROTECTION WHETHER BY MEANS OF GRATE FILTERS IN
CONJUNCTION WITH CURBSIDE CHECKDAM OR OTHER MEASURES AS APPROVED BY
THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR.
4.INFILTRATION GALLERIES TO BE CONSTRUCTED CONCURRENT WITH STORM SYSTEM
INFRASTRUCTURE. CONSTRUCT TEMPORARY SEDIMENT BASIN AROUND OUTLET
STRUCTURE. SEDIMENT SHALL BE REMOVED FROM INFILTRATION GALLERY ONCE SITE IS
STABILIZED.
5.RAIN GARDENS TO BE INSTALLED AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES
AND CONCURRENT WITH LANDSCAPE INSTALLATION. PLACE NECESSARY EROSION
CONTROL PROTECTION TO MINIMIZE RISK OF NATIVE SOILS MIGRATING TO THE RAIN
GARDEN GROWING MEDIA. THE RAIN GARDEN GRADING MAY BE UTILIZED AS A
SEDIMENT TRAP PRIOR TO THE INSTALLATION OF THE DRAINAGE COURSE AND
GROWING MEDIA.
6.CONTRACTOR SHALL INSTALL AND MAINTAIN AT LEAST ONE VEHICLE TRACKING PAD
AND MAY INSTALL ADDITIONAL VEHICLE TRACKING PADS TO ACCOMMODATE
CONSTRUCTION PROCESSES IN ACCORDANCE WITH THE STORMWATER
MANAGEMENT PLAN. ALL VEHICLE TRACKING PADS MUST BE PRE-APPROVED BY THE
BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR.
DRAINAGE FLOW ARROW
LEGEND
EX MAJOR CONTOUR
EX MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CONSTRUCTION ENTRANCE W/
VEHICLE TRACKING CONTROL
CONCRETE WASHOUT AREA
SILT FENCE
INLET PROTECTION
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
SEDIMENT CONTROL LOGS
TEMPORARY SEDIMENT BASIN
SURFACE ROUGHENING
STABILIZED STAGING AREA
TURF REINFORCEMENT MAT
PERMANENT RIPRAP APRON
LIMITS OF DISTURBANCE (APPROX)
CONSTRUCTION FENCE
CULVERT PROTECTION
0
40'
80402040
SCALE: 1" =
N
W E
S
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
TRILBY ROAD
BR
I
T
T
A
N
Y
S
T
R
E
E
T
LE
M
A
Y
A
V
E
N
U
E
BR
I
T
T
A
N
Y
S
T
R
E
E
T
APPROX LIMIT OF
DISTURBANCE (TYP)
AREA RESERVED
FOR STORMWATER
FACILITIES
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
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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
|
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:
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@
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a
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S
.
c
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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
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PH
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9/27/23
1" = 40'
N/A
ZMW
JTC
21-1045-00
C2.03
12 27
1
M&
M
-
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1/
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/
2
4
PHASE 3 - VERTICAL CONSTRUCTION PHASE NOTES
1.DURING CONSTRUCTION, TEMPORARY EROSION CONTROL MEASURES SHALL
BE IMPLEMENTED AS IMPROVEMENTS ARE INSTALLED, INCLUDING BUT NOT
LIMITED TO INLET PROTECTION, SEDIMENT BASINS, PROTECTION, AND
TEMPORARY SEEDING.
2.ANY COMMISSIONED STORM SEWER SYSTEM SHALL INLET AND OUTLET
PROTECTION INSTALLED FOR ALL PHASE 3 OPERATIONS.
3.INLET PROTECTION SHALL BE COMPLETED BY CURB INLET OR DROP INLET
PROTECTION WHETHER BY MEANS OF GRATE FILTERS IN CONJUNCTION WITH
CURBSIDE CHECKDAM OR OTHER MEASURES AS APPROVED BY THE CITY OF
FORT COLLINS EROSION CONTROL INSPECTOR.
4.CONTRACTOR MAY PLACE PERIMETER SEDIMENT CONTROL LOG IN PLACE OF
PERMANENT SEEDING IN BLOCKS THAT ANTICIPATE CONSTRUCTION.
5.PERMANENT SEEDING MAY BE REPLACED WITH PERMANENT PROPOSED
LANDSCAPING AS APPROVED BY THE CITY OF FORT COLLINS EROSION
CONTROL INSPECTOR.
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
COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES
1.THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE
NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE.
2.ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING
ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL REQUIRED EROSION
CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE
CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT
SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT.
3.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED
WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION
SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION
OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME.
4.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING,
UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A
ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS
UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS
INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS OF WAY SHALL
REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30)
DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL
(E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE
APPROVED BY THE STORMWATER DEPARTMENT.
5.THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING
CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL
LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN
FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY
ENGINEERING DEPARTMENT.
6.ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE
INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH
RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED
PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS,
PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED
AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR
RELEASE INTO ANY DRAINAGEWAY.
7.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL
STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE
ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE
REMAINING AFTER 30 DAYS SHALL BE SEEDED AND MULCHED.
8.CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF
SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE.
ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY
THE CONTRACTOR.
EROSION CONTROL 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 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
PREVENT OFFSITE SEDIMENTATION. ADDITIONAL MEASURES AND MEANS NOT
SHOWN SHALL ALSO BE IMPLEMENTED AS NEEDED. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE APPROPRIATE BMPS DEPICTED AND/OR NOT
DEPICTED ON THIS PLAN.
3.CONTRACTOR TO MINIMIZE DISTURBED AREA AT ALL TIMES AND LIMIT
DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST
EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY
COMPLETE PROPOSED WORK. AREAS SHALL NOT BE CLEARED UNTIL THEY
ARE TO BE CONSTRUCTED UNLESS APPROVED BY THE BY THE CITY OF FORT
COLLINS EROSION CONTROL INSPECTOR.
4.ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE
ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL
MIGRATION. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING,
INCLUDING BUT NOT LIMITED TO SLOPED AREAS.
5.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY
CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT.
6.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.
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.
DRAINAGE FLOW ARROW
LEGEND
EX MAJOR CONTOUR
EX MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CONSTRUCTION ENTRANCE W/
VEHICLE TRACKING CONTROL
CONCRETE WASHOUT AREA
SILT FENCE
INLET PROTECTION
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
SEDIMENT CONTROL LOGS
TEMPORARY SEDIMENT BASIN
SURFACE ROUGHENING
STABILIZED STAGING AREA
TURF REINFORCEMENT MAT
PERMANENT RIPRAP APRON
LIMITS OF DISTURBANCE (APPROX)
CONSTRUCTION FENCE
CULVERT PROTECTION
0
40'
80402040
SCALE: 1" =
N
W E
S
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
TRILBY ROAD
BR
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APPROX LIMIT OF
DISTURBANCE (TYP)
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AREA RESERVED
FOR STORMWATER
FACILITIES
RE
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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)
HE
A
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S
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H
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N
9/27/23
1" = 40'
N/A
ZMW
JTC
21-1045-00
C2.04
13 27
1
M&
M
-
L
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1/
1
7
/
2
4
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
COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES
1.THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT
LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE.
2.ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY
(STOCKPILING, STRIPPING, GRADING, ETC). ALL REQUIRED EROSION CONTROL MEASURES
MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS
INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION
CONTROL REPORT.
3.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE.
REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA
REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST
PRACTICAL PERIOD OF TIME.
4.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY
INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION
BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER
PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT
STREET RIGHTS OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE
THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION
CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE
APPROVED BY THE STORMWATER DEPARTMENT.
5.THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION
ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES
SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT
PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT.
6.ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND
REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14
DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION.
ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL
BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE
THEIR RELEASE INTO ANY DRAINAGEWAY.
7.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE
PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND
PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30 DAYS SHALL BE
SEEDED AND MULCHED.
8.CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY
OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT
DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR.
EROSION CONTROL 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 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 PREVENT OFFSITE SEDIMENTATION. ADDITIONAL MEASURES AND MEANS
NOT SHOWN SHALL ALSO BE IMPLEMENTED AS NEEDED. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE APPROPRIATE BMPS DEPICTED AND/OR NOT DEPICTED ON
THIS PLAN.
3.CONTRACTOR TO MINIMIZE DISTURBED AREA AT ALL TIMES AND LIMIT DISTURBANCE TO
AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL
BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. AREAS
SHALL NOT BE CLEARED UNTIL THEY ARE TO BE CONSTRUCTED UNLESS APPROVED BY THE
BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR.
4.ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING,
ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. ANY DISTURBED LAND
MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS.
5.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY
CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT.
6.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.
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.
PHASE 4 - PERMANENT BMP AND FINAL STABILIZATION NOTES
1.LOTS AND BLOCKS ANTICIPATING CONSTRUCTION MAY UTILIZE SLOPE PROTECTION IN LIEU
OF TEMPORARY SEEDING AND MULCHING AS APPROVED BY THE CITY OF FORT COLLINS
EROSION CONTROL INSPECTOR.
2.INLET PROTECTIONS SHALL BE COMPLETED BY CURB INLET OR DROP INLET PROTECTION
WHETHER BY MEANS OF GRATE FILTERS IN CONJUNCTION WITH CURBSIDE CHECKDAM OR
OTHER MEASURES AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL
INSPECTOR.
3.CONTRACTOR SHALL REMOVE ALL TEMPORARY BMPS PRIOR TO FINAL DEMOBILIZATION
OR AS DIRECTED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR.
4.CONTRACTOR MAY PLACE PERIMETER SEDIMENT CONTROL LOG IN PLACE OF
PERMANENT SEEDING IN BLOCKS THAT ANTICIPATE CONSTRUCTION.
5.PERMANENT SEEDING MAY BE REPLACED WITH PERMANENT PROPOSED LANDSCAPING AS
APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR.
6.CONTRACTOR TO INSTALL PROPOSED PERMANENT OUTLET PROTECTION WHEN FINALIZING
STORM SEWER CONSTRUCTION WHICH MAY HAVE OCCURRED IN EARLIER PHASES.
7.CONTRACTOR TO CLEAN AND LEGALLY DISPOSE OF ALL SEDIMENT COLLECTED ONSITE
DURING CONSTRUCTION PRIOR TO FINAL ACCEPTANCE.
DRAINAGE FLOW ARROW
LEGEND
EX MAJOR CONTOUR
EX MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CONSTRUCTION ENTRANCE W/
VEHICLE TRACKING CONTROL
CONCRETE WASHOUT AREA
SILT FENCE
INLET PROTECTION
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
SEDIMENT CONTROL LOGS
TEMPORARY SEDIMENT BASIN
SURFACE ROUGHENING
STABILIZED STAGING AREA
TURF REINFORCEMENT MAT
NA GREEN VMAX C350
PROPEX PYRAMAT
PERMANENT RIPRAP APRON
LIMITS OF DISTURBANCE (APPROX)
CONSTRUCTION FENCE
CULVERT PROTECTION
0
40'
80402040
SCALE: 1" =
N
W E
S
SEEDING, MULCHING & CRIMPING
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
BLDG 1
BLDG 2 BLDG 3
BLDG 4
BLDG 5 BLDG 6
TRILBY ROAD
LE
M
A
Y
A
V
E
N
U
E
BR
I
T
T
A
N
Y
S
T
R
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E
T
WESTBOURN
CIRCLE
BLOCK 1
LOT 1
FG=28.25
TF=28.92
LOT 2
LOT 3
LOT 4
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
BLOCK 2
TRACT A
POND D
BRI
T
T
A
N
Y
S
T
R
E
E
T
DRAINAGE EAESMENT
BLOCK 3
LOT 1
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
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R
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S
63
5
5
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A
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,
S
U
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E
1
0
0
|
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I
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D
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5
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:
9
7
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6
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|
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H
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h
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a
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-
D
S
.
c
o
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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)
HE
A
R
T
S
I
D
E
H
I
L
L
GR
A
D
I
N
G
P
L
A
N
9/27/23
VARIES
N/A
ZMW
JTC
21-1045-00
C2.05
14 27
1
M&
M
-
L
O
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L
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&
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A
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J
U
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T
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ZM
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1/
1
7
/
2
4
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
N
W E
S
N
W E
S
N
W E
S
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 18" FOUNDATION
STEM WALL (RE: STRUCT)
SCALE: 1" = 20'
SCALE: 1" = 20'
SCALE: 1" = 20'
WATERLINE FITTING TABLE
FITTING DESCRIPTION GND ELEV NORTHING EASTING
WATERLINE FITTING TABLE
FITTING DESCRIPTION GND ELEV NORTHING EASTING
WATERLINE FITTING TABLE
FITTING DESCRIPTION GND ELEV NORTHING EASTING
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
HEART OF THE ROCKIES 2ND
LOT 1
TRILBY ROAD
BR
I
T
T
A
N
Y
S
T
R
E
E
T
LE
M
A
Y
A
V
E
N
U
E
BR
I
T
T
A
N
Y
S
T
R
E
E
T
BLOCK 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 1
LOT 2 LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
BLOCK 2
BLDG 1
BLDG 3
BLDG 4
BLDG 5
BLDG 6
BLOCK 3
LOT 1
TRACT A
BLDG 2
SD-01
SEE SHEET 18
SD-02
SEE SHEET 18
SD-03
SEE SHEET 19
SD-10
SEE SHEET 19
SD-11
SEE SHEET 19
ADDITIONAL ESMT
DEDICATED FOR
FUTURE UTILITY
RELOCATION
AREA RESERVED
FOR STORMWATER
FACILITIES
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
0
SCALE: 1" = 40'
80402040
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.SEE GRADING PLAN (SHEET 14) FOR INLET GRATE AND CULVERT INVERT ELEVATIONS.
13.COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING,
RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT,
AND OWNER.
14.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE.
CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
15.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS.
16.ELECTRIC SERVICE CONDUIT AND CONDUCTOR SHALL BE INSTALLED, OWNED, AND
MAINTAINED BY THE OWNER.
17.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.
RE
V
I
S
I
O
N
NO
.
BY
DA
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E
HI
G
H
L
A
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D
DE
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L
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E
R
V
I
C
E
S
63
5
5
F
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G
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D
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A
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N
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,
S
U
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1
0
0
|
W
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S
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5
0
PH
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9
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0
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6
7
4
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7
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S
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c
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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)
HE
A
R
T
S
I
D
E
H
I
L
L
OV
E
R
A
L
L
U
T
I
L
I
T
Y
P
L
A
N
9/27/23
1" = 40'
N/A
JTC
JTC
21-1045-00
C3.00
15 27
1
M&
M
-
L
O
T
L
I
N
E
&
U
T
I
L
I
T
Y
A
D
J
U
S
T
M
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N
T
S
ZM
W
1/
1
7
/
2
4
BLOCK 1
LOT 1
LOT 2
LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4
LOT 5
LOT 6
LOT 7
BLOCK 2
TRACT A
BRITTANY STREET
L
E
M
A
Y
A
V
E
N
U
E
SSWR-01 PROFILE
4900
4905
4910
4915
4920
4925
4930
4935
4940
4900
4905
4910
4915
4920
4925
4930
4935
4940
9+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+50
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
|
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.
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|
w
w
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.
H
i
g
h
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a
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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
SA
N
I
T
A
R
Y
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
S
SS
W
R
-
0
1
9/27/23
1" = 40'
1" = 4'
ZMW
JTC
21-1045-00
C3.01
16 27
1
M&
M
-
L
O
T
L
I
N
E
&
U
T
I
L
I
T
Y
A
D
J
U
S
T
M
E
N
T
S
ZM
W
1/
1
7
/
2
4
N
W
E
S
SSWR-02
SEE SHEET 17
KEY MAP
NTS
N
W E
S
TRILBY ROAD
BR
I
T
T
A
N
Y
S
T
R
E
E
T
LE
M
A
Y
A
V
E
N
U
E
BR
I
T
T
A
N
Y
S
T
R
E
E
T
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
SSWR-01
NOTES:
1.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY
BUILDING CONNECTION ELEVATION (RE: MEP).
2.ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE
PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
3.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
4.ALL MANHOLE RIM ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL
ELEVATIONS PRIOR TO INSTALLATION.
5.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL SSWR MANHOLES AND AT 400 LF
INTERVALS ON WATERLINES CONSISTING OF COMPACTED CLAY MATERIAL
EXTENDING 12" ABOVE THE TOP OF THE PIPE.
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
SSWR-02 PROFILE
4900
4905
4910
4915
4920
4925
4930
4935
4940
4945
4950
4900
4905
4910
4915
4920
4925
4930
4935
4940
4945
4950
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+50
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
BLDG 1 BLDG 3
BLDG 4
BLDG 5 BLDG 6
BLOCK 3
LOT 1
BLDG 2
TRACT A
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
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G
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S
A
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,
S
U
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E
1
0
0
|
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C
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8
0
5
5
0
PH
O
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E
:
9
7
0
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6
7
4
.
7
5
5
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H
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a
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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
SA
N
I
T
A
R
Y
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
S
SS
W
R
-
0
2
9/27/23
1" = 40'
1" = 4'
ZMW
JTC
21-1045-00
C3.02
17 27
1
M&
M
-
L
O
T
L
I
N
E
&
U
T
I
L
I
T
Y
A
D
J
U
S
T
M
E
N
T
S
ZM
W
1/
1
7
/
2
4
N
W E
S
KEY MAP
NTS
N
W E
S
TRILBY ROAD
BR
I
T
T
A
N
Y
S
T
R
E
E
T
LE
M
A
Y
A
V
E
N
U
E
BR
I
T
T
A
N
Y
S
T
R
E
E
T
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
SSWR-02
NOTES:
1.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY
BUILDING CONNECTION ELEVATION (RE: MEP).
2.ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE
PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
3.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
4.ALL MANHOLE RIM ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL
ELEVATIONS PRIOR TO INSTALLATION.
5.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL SSWR MANHOLES AND AT 400 LF
INTERVALS ON WATERLINES CONSISTING OF COMPACTED CLAY MATERIAL
EXTENDING 12" ABOVE THE TOP OF THE PIPE.
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
SD-10 PROFILE
4910
4915
4920
4910
4915
4920
9+7510+0010+5010+75
SD-11 PROFILE
4910
4915
4920
4910
4915
4920
9+5010+0010+5011+00
SD-03 PROFILE
4925
4930
4935
4925
4930
4935
9+7510+0010+5011+0011+5011+60
RE
V
I
S
I
O
N
NO
.
BY
DA
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E
HI
G
H
L
A
N
D
DE
V
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L
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E
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R
V
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E
S
63
5
5
F
A
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D
S
A
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N
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,
S
U
I
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E
1
0
0
|
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C
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8
0
5
5
0
PH
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E
:
9
7
0
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6
7
4
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7
5
5
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.
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|
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
ST
O
R
M
D
R
A
I
N
P
L
A
N
&
P
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O
F
I
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E
S
SD
-
0
3
,
S
D
-
1
0
,
S
D
-
1
1
9/27/23
1" = 20'
1" = 2'
ZMW
JTC
21-1045-00
C3.04
19 27
1
M&
M
-
L
O
T
L
I
N
E
&
U
T
I
L
I
T
Y
A
D
J
U
S
T
M
E
N
T
S
ZM
W
1/
1
7
/
2
4
N
W E
S
KEY MAP
NTS
N
W E
S
TRILBY ROAD
BR
I
T
T
A
N
Y
S
T
R
E
E
T
LE
M
A
Y
A
V
E
N
U
E
BR
I
T
T
A
N
Y
S
T
R
E
E
T
SD-11
SD-10
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
SD-11
SEE SHEET 19
NOTES:
1.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH
THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
2.STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED.
3.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE.
CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
4.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS.
5.ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED
EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL STORM MANHOLES AND INLETS
CONSISTING OF COMPACTED CLAY MATERIAL EXTENDING BEYOND THE
SPRINGLINE OF THE PIPE.
0
SCALE: 1" = 20'
40201020
HORIZONTAL
VERTICAL
SCALE: 1" =2'
N
W
E
S
SD-03
SD-03
SD-10
SD-11
RE
V
I
S
I
O
N
NO
.
BY
DA
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HI
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D
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63
5
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1
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|
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PH
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9
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6
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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)
HE
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9/27/23
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ZMW
JTC
21-1045-00
C5.02
23 27
1
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4
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
6" CURB AND 1' SPILL GUTTER
6" CURB AND 1' CATCH GUTTER
SIGN DETAIL
CONTRACTION JOINT DETAIL EXPANSION JOINT DETAIL
CONCRETE PAN DETAIL
CURB AND GUTTER DETAIL (ON-SITE ONLY)
SECTION VIEW
DRAIN DETAIL
PINNING DETAIL
SEGMENTAL RETAINING WALL DETAIL
STEPPING BASE DETAIL
CURB RAMP DETAIL (ONSITE ONLY)
STORM DRAIN OUTLET
ISOMETRIC VIEW
SECTION B-B
STORM DRAIN HEADWALL RIPRAP DETAIL
SECTION A-A
SOFT BOTTOM PAN
4" MOUNTABLE CURB AND 1' SPILL GUTTER
BLOCK 1
LOT 1
LOT 2
LOT 3TRACT A
RW_01 TOE PROFILE
HORIZ. SCALE: 1"=20'
4920
4925
4930
4935
4920
4925
4930
4935
9+5010+0010+5011+0011+5012+0012+50
LOT 1
RW_02 TOE PROFILE
HORIZ. SCALE: 1"=20'
4925
4930
4935
4925
4930
4935
9+50 10+00 10+50 11+00 11+50
RE
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1/17/24
1" = 20'
1" = 2'
ZMW
JTC
21-1045-00
C5.02A
23A 27
1
M&
M
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N
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NTS
N
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RW-01
RW-02
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
SECTION VIEW
DRAIN DETAIL
PINNING DETAIL
SEGMENTAL RETAINING WALL DETAIL
STEPPING BASE DETAIL
0
SCALE: 1" = 20'
40201020
HORIZONTAL
VERTICAL
SCALE: 1" =2'
RW-01
RW-02
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OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
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9/27/23
NA
N/A
ZMW
JTC
21-1045-00
C5.04
25 27
1
M&
M
-
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ZM
W
1/
1
7
/
2
4
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
RE
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PREPARED BY OR UNDER THE
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FOR AND ON BEHALF OF HIGHLAND
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REVIEW SET
NOT FOR
CONSTRUCTION
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DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
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ST
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D
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9/27/23
NA
N/A
ZMW
JTC
21-1045-00
C5.05
26 27
1
M&
M
-
L
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N
T
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ZM
W
1/
1
7
/
2
4
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
RE
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PREPARED BY OR UNDER THE
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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
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ST
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9/27/23
NA
N/A
ZMW
JTC
21-1045-00
C5.06
27 27
1
M&
M
-
L
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T
L
I
N
E
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Y
A
D
J
U
S
T
M
E
N
T
S
ZM
W
1/
1
7
/
2
4
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 HEADWALL DETAIL
NTS
RAIN GARDEN FOREBAY DETAIL
CITY OF FORT COLLINS
BIORETENTION SAND MEDIA SPECIFICATION
PART 1 - GENERAL
PART 2 - SOIL MATERIALS
PART 3 - EXECUTION
SOFT BOTTOM PAN
NOTE: SEE SHEETS 18 & 19 FOR
UNDERDRAIN DETAILED ELEVATIONS
SANITARY / STORM CLEANOUT DETAIL
PLAN VIEW