HomeMy WebLinkAboutWILLOW STREET RESIDENCES - FDP180027 - DOCUMENT MARKUPS - ROUND 2 - REDLINED PLANS AND REPORTS (13)JEFFERSON ST.
WILLOW ST.
LINDEN ST.
N. COLLEGE AVE.
E. LINCOLN AVE.
E. VINE DR.
OLD TOWN BASIN
CACHE LA POUDRE BASIN
CONIFER ST.
MOUNTAIN AVE.
E. MULBERRY ST
S. COLLEGE AVE.
LAPORTE AVE.
MAPLE AVE.
S. MASON AVE.
S. HOWES AVE.
E. MYRTLE ST
E. LAUREL ST
E. OAK ST
S. REMINGTON ST
Sheet
WILLOW STREET RESIDENCES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 20
C-000
COVER SHEET
01
OCTOBER 2018 CONTACT INFORMATION
PROJECT TEAM:
Northern Engineering Services, Inc.
Cody Snowdon, PE
301 North Howes Street, Suite 100
Fort Collins, CO 80524
(970) 221-4158
Galloway
Alicia Thorpe, PE
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
(970) 800-3300
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
Sheet
WILLOW STREET RESIDENCES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 20
C-001
GENERAL NOTES
02
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
A. GENERAL NOTES
1. All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and specifications set forth in the
Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and
the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the
City of Fort Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins
Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to
commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort
Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by
law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all
liabilities, claims, and demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the
responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing
new construction. The Developer shall be responsible for unknown underground utilities.
SS SS SS SS SS
SS SS SS SS SS SS SS
SS SS SS
W
W
E
E
E
E
E E
E
E
E
E
E
E
E
E E
E
E E
E
CTV
CTV
FO
FO
T T
E E
E
E
E
SS
SS SS
E
E
E
E E
X
X
X X
X
ST
ST
ST
ST ST
SS SS SS
SS SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
OHU
OHU
G
G
G
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
G
G
A
S
E
V
T
N
GAS
M
VAULT
ELEC
E
CONTROL
IRR
T
26' EMERGENCY ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
39' DRAINAGE
& UTILITY
EASEMENT
8' (TYP.)
17' (TYP.)
9'
(TYP.)
17'
(TYP.)
15' (TYP.)
9'
(TYP.)
19'
9'
(TYP.)
PROPERTY CORNER
N:132125.16
E:195379.63
ST ST ST ST
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
G
G
A
S
E
V
T
N
GAS
M
VAULT
ELEC
E
CONTROL
IRR
T
26' EMERGENCY ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
39' DRAINAGE
& UTILITY
EASEMENT
8' (TYP.)
17' (TYP.)
9'
(TYP.)
17'
(TYP.)
15' (TYP.)
9'
(TYP.)
19'
9'
(TYP.)
TIE TO EXISTING 30" VERTICAL
CURB AND GUTTER
T
T
T
T
T
T
T
T
T T
T
T T
T
T
T T T
T
T T
T
G
G
G G
G
G
G
G
G G
G G
G
G
G
G
G G G
E E
W
W W W
W
W
W W
W
W W W
ST ST ST ST
G
SS
SS
SS
SS
SS
E
E
E E
E
E
E
E E
E
E
E
E
E E
E
E
SS SS
SS
S
X
X
X
SS SS
SS
SS
S
SS SS SS SS SS
SS
EX. SAN M13387
STA 13+32.13
N: 132565.98
E: 194857.53
(117.35 LF 12" PVC @ 0.79%)
SAN MH A2
STA 12+14.78
N: 132527.84
E: 194968.51
168.74 LF 12" PVC @ 1.00%
(BORING REQUIRED FOR INSTALLATION)
SAN MH A1
STA 10+46.04
N: 132695.64
E: 194986.22
46.04 LF 12" PVC @ 1.00%
EX. SAN M18386
STA 10+00.00
N: 132730.00
E: 195016.87
WILLOW STREET
30' UTILITY EASEMENT
(BY SEPARATE DOCUMENT)
4955
4960
4965
4970
4975
4980
4985
4990
4955
4960
4965
4970
4975
4980
4985
4990
13+50 13+00 12+00 11+00 10+00 9+50
EX. SAN M18386
STA 10+00.00
RIM 4974.5±
INV. IN 4962.06 (SW)
INV. IN 4960.06 (N)
INV. OUT 4959.92 (E)
46.04 LF 12" PVC @ 1.00%
SAN MH A1
4955
4960
4965
4970
4975
4980
4985
4990
4955
4960
4965
4970
4975
4980
4985
4990
9+75 10+00 11+00 11+25
30'' WQ DRAIN BASIN A4.2
STA 10+00.00
RIM 4971.7±
INV. IN 4966.48 (SW)
INV. IN 4967.50 (NW)
INV. IN 4966.48 (SE)
INV. OUT 4966.48 (NE)
29.97 LF 12" HDPE @ 1.50%
SAND OIL SEPERATOR A4.2-3
STA 10+72.97
RIM 4972.2±
INV. IN 4967.58 (E)
INV. OUT 4967.58 (NW)
30.90 LF 12" HDPE @ 1.00%
INLET A4.2-3
STA 11+04.08
INV. 4967.88
TEE A4.2-2
STA 10+29.97
INV. 4966.93
42.99 LF 12" HDPE @ 1.50%
SUBGRADE
OF EAST POND
PROPOSED
GRADE
EXISTING
GROUND
100-YR
HGL
4955
4960
4965
4970
4975
4980
4985
4990
4955
4960
4965
4970
4975
4980
73.00
73.00
72.98
72.27
72.32
71.60
71.37
72.61
1.7%
2.0%
2.1%
71.32
71.44
71.82
72.82
72.92
71.79
71.79
71.40
71.12
71.60
72.63
72.73
72.62
72.54
72.84
71.17
73.00
71.73
71.73
72.61
72.48
72.41
73.00
72.74
72.38
20'
5.4%
4.3%
72.71
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
4.4%
3.9%
2.0%
2.0%
2.0%
2.0%
4.6%
4.2%
1.7%
1.3%
1.2%
1.2%
5.0%
0.0% 5.0%
SS
SS
SS
SS
SS
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
D
ST
ST
D
ST ST ST ST
CONTROL
IRR
T
ST
ST
ST
S
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE
DRAINS TO
WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
NYLOPLAST
DO NOT POLLUTE
DRAINS TO
WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
UD UD UD UD UD UD UD
UD UD UD UD
G
SS
SS
SS
SS
SS
OHU OHU OHU
G G G
G
G
G
G
G
G
G
G
G G
G
G
G
G G G
G
G
G G
X
X
X
X
X
X
X X
G
G
G
G
X
X
X X
X
X
X X
X
X
X
X
X
G
D
G
A
S
E
V
T
N
MW
GAS
ST
ST
D
Sheet
WILLOW STREET RESIDENCES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 20
C-601
UTILITY PLAN
15
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Ô
Ô
Ô
Ô
Ô
006 DANDYSACK
DS
003 CURB INLET PROTECTION
007 WATTLE INSTALLATION
FLOW
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE
THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A
HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE
NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN
STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE
STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE
THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY
HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE
STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A" WATTLE "B"
1' 2'
TYP.
1' 1'
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT
PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN
FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER;
FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS
ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
10. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A
STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT
LOAMY SOIL USE A 24" STAKE.
4"-6" ABOVE WATTLE AFTER BAILING WIRE
OR NYLON ROPE IS ATTACHED. STAKES
NEED TO BE TAMPED UNTIL WIRE/ROPE IS
SNUG WITH WATTLE.
1"x 1" WOOD STAKES
18"-24"
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
SF SF
ROCK SOCK SECTION ROCK SOCK PLAN
ROCK SOCK JOINTING
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
3/4" 0-15
3/8" 0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
RS
VTC
004 VEHICLE CONTROL TRACKING PAD
001 CONCRETE WASHOUT AREA
005 ROCK SOCK DETAIL
CW
IP
Does not match the index
on sheet C-000.
11/20/18
MW
ST ST
CONTROL
IRR
ST
ST
ST
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE
DRAINS TO
WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
NYLOPLAST
DO NOT POLLUTE
DRAINS TO
WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
UD UD UD UD UD
UD UD
UD
UD UD UD
M
ONITORING WELL
TRAFFIC RATED
MONITORING WELL
TRAFFIC RATED
DS
DS
DS
DS
SF SF SF SF SF SF SF SF SF SF
SF SF
SF SF SF SF
SF SF
SF SF
SF SF SF SF SF SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
CW
SF
SF
VTC
VTC
SF SF
SF
SF
SF
SF
RS
RS
RS
RS
RS
IP
IP
W2
W2
DECORATIVE PAVERS
Sheet
WILLOW STREET RESIDENCES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 20
NORTH
C-600
EROSION CONTROL PLAN
14
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
GRAPHIC SCALE:
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
SF
IP
W2
DS
VTC
INLET PROTECTION
W1 WATTLE
CONSTRUCTION FENCE
DANDYSACK
WATTLE
VEHICLE TRACKING PAD
SF
CW CONCRETE WASHOUT AREA
RS ROCK SOCK
EXISTING STORM SEWER ST
PROJECT BOUNDARY
PROPOSED CURB & GUTTER
PROPOSED PERFORATED STROM UD
PROPOSED STORM SEWER
D
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
PROPOSED INLET
BENCHMARK/BASIS OF BEARING:
NOTES:
LEGEND:
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 2.04 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4. REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY
DAILY OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE
ROADWAY INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE
NEEDS MAINTENANCE.
5. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
6. REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY
SACK, SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF
USING OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS
WHEN THEY NEAR SATURATION.
7. REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL
REPORT FOR WILLOW STREET RESIDENCES BY NORTHERN ENGINEERING,
DATED 10/31/2018 FOR ADDITIONAL INFORMATION.
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: STANDARD AT FORT COLLINS
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A
GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST
MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT
BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY
LOCAL AUTHORITIES.
2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL
SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR
EXACT LOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE
DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND
FOLLOWED.
4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL
MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF
SITE STABILIZATION.
5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL
STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY
STABILIZED.
6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION
IS ESTABLISHED WITH DOWNSPOUT.
7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING
SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL,
SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY
THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION
MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING
MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE
SLOPE.
9. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY
TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT
CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE
PUBLIC SIDEWALKS.
10. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR
AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE
ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND
CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR
BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
11. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET
FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR
MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN
A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW,
SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR
DRAINAGE WAY.
12. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION
UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET
FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES
MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO
DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER,
WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT,
STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
13. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE
CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS
ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE
INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
14. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS)
INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE
TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED
BY EROSION CONTROL STAFF TO PREVENT EROSION.
15. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS.
16. ALL ROOF DRAIN SYSTEM INLETS SHAL BE PLUGGED UNTIL CONNECTED TO
BUILDINGS.
17. ALL PARTIES DISTURBING EXISTING SITE SOILS SHALL ADHERE TO THE SOILS
MANAGEMENT PLAN (SMP) FOR SCHRADER SHOP PROPERTY PREPARED BY
NATIONAL INSPECTION SERVICES, DATED MARCH 27, 2018. SUBSURFACE
DISTURBANCE INCLUDES EXCAVATION, UTILITY TRENCHING, CAISSON DRILLING,
DEWATERING, AND OTHER SUCH INTRUSIVE ACTIVITIES, AS DESCRIBED IN THE
SMP. THE SMP DESCRIBES THE NECESSARY PROCEDURES FOR THE HANDLING,
RE-USE, TRANSPORT, AND DISPOSAL OF SOILS EXCAVATED DURING
CONSTRUCTION ACTIVITIES, INCLUDING DEWATERING ACTIVITIES.
EROSION CONTROL NOTES:
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 1-13
SOUTHWEST CORNER OF COLLEGE AVE. AND MAPLE ST. ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION = 4979.75
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 3-13
APPROX. 40 FT SOUTH OF THE LINDEN STREET BRIDGE OVER THE POUDRE RIVER ON THE WEST OF
OF LINDEN ST., ON A STORM INLET.
ELEVATION = 4962.27
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRE FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.17
BASIS OF BEARING:
THE BASIS OF BEARINGS IS THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 12 AS
BEARING SOUTH 00°24'12" WEST.
11/20/18
The City's Benchmark Statement format has been revised. See written comments.
Line Over Text
M
ONITORING WELL
TRAFFIC RATED
MONITORING WELL
TRAFFIC RATED
S
w1
w2
e1
e2
WILLOW STREET
w3
e3
W3
OS1
E3
E1
W2
E2
W1
OS2
"WEST POND"
34 SC-740 STORMTECH CHAMBERS
23 SC-740 ISOLATOR CHAMBERS
"EAST POND"
21 SC-740 STORMTECH CHAMBERS
21 SC-740 ISOLATOR CHAMBERS
SEE SHEET C-300
FOR STORM SEWER
INFORMATION
± 732 SQ. FT. OF
RUNOFF FLOWING
OVER THE PUBLIC
SIDEWALK
INLET
INLET
INLET
INLET
INLET
INLET
2' CONCRETE
PAN
2' CONCRETE
PAN
os2
os1
± 597 SQ. FT. OF
RUNOFF FLOWING
OVER THE PUBLIC
SIDEWALK
Sheet
WILLOW STREET RESIDENCES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 20
NORTH
C-500
DRAINAGE EXHIBIT
13
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
GRAPHIC SCALE:
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED STORM INLET
EXISTING CURB & GUTTER
PROPOSED OVERLAND FLOW
EXISTING MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
RUNOFF SUMMARY:
A2
a3
DRAINAGE BASIN AREA
DRAINAGE BASIN ID
DRAINAGE BASIN MINOR/MAJOR COEFF.
EXISTING STORM SEWER ST
PROPOSED DIRECT FLOW
BASIN DELINEATION
1. REFER TO "FINAL DRAINAGE REPORT FOR WILLOW STREET RESIDENCES"
PREPARED BY NORTHERN ENGINEERING ON 10/31/2018 FOR ADDITIONAL
INFORMATION.
NOTES:
BASIN
ID
TOTAL
AREA
(acres)
C2 C100
Q2
(cfs)
Q100
(cfs)
W1 0.332 0.73 0.91 0.69 3.00
W2 0.203 0.77 0.97 0.45 1.95
W3 0.677 0.95 1.00 1.83 6.73
E1 0.239 0.83 1.00 0.57 2.38
E2 0.110 0.45 0.57 0.12 0.56
E3 0.383 0.95 1.00 1.04 3.81
OS1 0.070 0.79 0.98 0.16 0.68
OS2 0.026 0.65 0.81 0.05 0.21
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Line Over Text
11/20/18
2.0%
0.0%
5.0%
5.0%
0.1%
2.0%
0.1%
1.5%
0.7%
2.0%
2.1%
CONCRETE
PAVERS
2' CONCRETE
PAN
STAIRS (2)
FURNITURE
(SEE LANDSCAPE
PLANS)
FURNITURE
(SEE LANDSCAPE
PLANS)
STAIRS (2)
SEE LANDSCAPE PLANS
FOR PAVEMENT TYPE
LANDSCAPING WALLS
(SEE LANDSCAPE PLANS (TYP.))
5.0%
73.00
72.99
72.58
72.44
72.33
72.56
70.81
71.59
71.53
70.70
71.59
71.62
71.82
71.79
71.79
71.32
71.60
71.60
71.73
71.40
71.40
71.12
SS
SS SS
SS
SS
SS SS
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X X X
X
X X X
X
X X
C
ONTROL
IRR
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE
DRAINS TO
WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
NYLOPLAST
DO NOT POLLUTE
DRAINS TO
WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
BURY
FOUNDATION
BURY FOUNDATION
WILLOW STREET
PINE
STREET
1.6%
3.6%
2.3%
2.3%
3.8%
3.5%
2.0%
3.7%
3.0%
0.5%
2.6%
2.1%
2.8%
2.8%
2.3%
2.6%
2.1%
1.2%
2.5%
2.2%
3.1%
3.0%
2.8%
2.6%
2.3%
3.1%
2.4%
2.5%
2.7%
1.7%
2.3%
2.0%
2.1%
2.6%
2.4%
2.2%
2.7%
2.1%
2.2%
SAWCUT
INLET
INLET INLET
INLET
INLET
0.5%
1.5%
0.5%
1.0%
2.0%
2.0%
2.0%
5.4%
4.3%
2.8%
2.4%
5.2%
4.4%
30" OUTFALL
CURB AND GUTTER
30" INFLOW
CURB AND GUTTER
4.4%
2' CONCRETE
PAN
2' CONCRETE
PAN
LOW VOLUME
DRIVEWAY
2.2%
2.8%
2.0%
1.9%
2.0%
2.7%
INLET
2.3%
2.8%
2.8%
2.1%
2.8%
2.2%
2.8%
1.5%
2' CONCRETE
PAN
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.1%
2.0%
CROSSWALK
FUTURE
CURB
AND GUTTER
4.4%
2.2%
4.4%
4.4%
5.0%
5.5%
5.0%
4.9%
3.1%
71.56
73.00
71.36
72.02
71.24
72.08
72.56
72.49
72.83
73.02
73.82
73.60
73.65
73.85
74.23
73.91
75.41
75.11
75.18
75.55
75.49
75.50
71.46
73.00
72.20
71.79
73.00
72.45
75.34
75.10
75.06
75.55
75.70
76.07
75.51
74.80
75.71
75.55
75.50
75.44
75.58
75.82
75.28
75.08
74.86
74.69
75.08
74.84
73.67
73.43
73.25
73.26
73.22
73.32
72.06
73.00
73.00
70.18
71.78
71.53
(69.62)
69.48
70.15
(69.82)
72.99
72.58
72.44
72.58
72.33
72.56
73.81
73.32
73.46
73.28
73.60
73.92
74.93
75.00
75.16
75.16
74.71
74.79
74.67
73.72
72.84
71.98
74.30
73.98
74.03
74.28
74.11
74.00
71.81
73.41
73.01
72.17
72.59
72.22
72.51
72.09
72.64
73.00
72.77
72.93
72.99
72.90
71.26
71.46
71.80
71.54
71.61
HP
72.07
HP
71.10
70.16
70.87
70.84
70.81
68.99
FFE=73.00
FFE=75.16
FFE=73.00
70.56
70.56
70.15
70.27
75.70
75.70
76.00
72.39
(69.76)
(70.80)
72.50
72.77
72.91
75.79
72.50
72.86
71.56
72.18
(70.47)
(69.91)
(68.59)
71.59
71.53
70.70
71.73
74.04
73.49
FFE=75.55
74.09
74.23
72.03
73.21
71.31
73.23
74.93
74.69
74.57
73.45
73.56
73.43
72.98
73.21
72.92
72.89
71.52
71.86
71.66
71.58
71.78
71.59
71.62
71.80
71.80
71.80
71.80
71.80
72.00
72.00
72.00
72.00
72.00
71.82
71.79
71.79
71.32
71.60
71.60
71.73
71.23
70.38
71.40
71.40
71.12
71.03
70.18
70.13
70.97
73.45
72.02
71.90
73.33
74.13
74.33
74.48
(70.49)
70.84
71.23
71.37
(69.14)
(69.21)
74.62
74.55
74.44
72.16
70.16
72.92
72.92
72.92
71.90
72.80
70.43
Sheet
WILLOW STREET RESIDENCES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 20
NORTH
C-400
GRADING PLAN
11
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
GRAPHIC SCALE:
LEGEND:
EXISTING DECID. TREE
EXISTING CONIF. TREE
EXISTING LIGHT POLE
PROJECT BOUNDARY
EXISTING CURB/GUTTER FLOWLINE
EXISTING EDGE OF ASPHALT
4950
4:1
BANK SLOPE
PROPOSED ASPHALT CROSS SLOPE
CONCENTRATED FLOW DIRECTION
PROPOSED SWALE FLOWLINE
FUTURE CURB/GUTTER FLOWLINE
PROPOSED STORM DRAIN WITH INLET
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED FINISH GROUND ELEVATION 79.45
(79.45)
EXISTING GROUND ELEVATION
PROPOSED INFLOW CURB/GUTTER FLOWLINE
2.0%
BENCHMARK/BASIS OF BEARING
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
3. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION
METHODS SHALL FOLLOW CITY REGULATIONS.
4. REFER TO SITE PLAN, LANDSCAPE PLAN, AND PLAT FOR ADDITIONAL
INFORMATION.
5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS,
GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON
THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF
THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN
MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH
THE ENGINEER TO MODIFY THE DESIGN.
6. SEE SHEET C-200 FOR HORIZONTAL INFORMATION INCLUDING CURB AND
GUTTER TYPES, PAN WIDTHS, DRIVE AISLE DIMENSIONS, EASEMENTS, ETC.
7. ALL PARTIES DISTURBING EXISTING SITE SOILS SHALL ADHERE TO THE SOILS
MANAGEMENT PLAN (SMP) FOR SCHRADER SHOP PROPERTY PREPARED BY
NATIONAL INSPECTION SERVICES, DATED MARCH 27, 2018. SUBSURFACE
DISTURBANCE INCLUDES EXCAVATION, UTILITY TRENCHING, CAISSON
DRILLING, DEWATERING, AND OTHER SUCH INTRUSIVE ACTIVITIES, AS
DESCRIBED IN THE SMP. THE SMP DESCRIBES THE NECESSARY
PROCEDURES FOR THE HANDLING, RE-USE, TRANSPORT, AND DISPOSAL OF
SOILS EXCAVATED DURING CONSTRUCTION ACTIVITIES, INCLUDING
DEWATERING ACTIVITIES.
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 1-13
SOUTHWEST CORNER OF COLLEGE AVE. AND MAPLE ST. ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION = 4929.75
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 3-13
APPROXIMATELY 40 FT SOUTH OF THE LINDEN STREET BRIDGE OVER THE POUDRE RIVER ON TEH
WEST OF OF LINDEN ST., ON A STORM INLET.
ELEVATION = 4962.27
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRE FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.17
BASIS OF BEARING:
THE BASIS OF BEARINGS IS THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 12 AS
BEARING SOUTH 00°24'12" WEST.
EXISTING STORM SEWER LINE ST
PROPOSED OUTFALL CURB/GUTTER FLOWLINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Incorrect Elevation
The City's Benchmark Statement format has been revised. See written comments.
11/20/18
Text Over Text
Text Over Text
Line Over Text
Text Over Text
4985
4990
9+75 10+00 11+00 11+50
30'' BASIN A5.3-1
STA 10+00.00
RIM 4973.7±
INV. IN 4968.04 (N)
INV. IN 4968.04 (NE)
INV. OUT 4968.04 (SE)
33.03 LF 12" HDPE @ 0.50%
TEE A5.3-1.1
STA 10+33.03
INV. 4968.21
56.10 LF 12" HDPE @ 0.50%
SAND OIL SEPARATOR A5.3-1.2
STA 10+89.13
RIM 4972.6±
INV. IN 4968.49 (NE)
INV. OUT 4968.49 (SW)
11.39 LF 12" HDPE @ 0.50%
INLET A5.3-1.4
STA 11+30.24
FL. EL 4972.0±
INV. OUT 4968.69 (SW)
PROPOSED
GRADE
EXISTING
GROUND
29.72 LF
12" HDPE
@ 0.50%
TEE A5.3-1.3
STA 11+00.52
INV. 4968.54
100-YR HGL
4955
4960
4965
4970
4975
4980
4985
4990
4955
4960
4965
4970
4975
4980
4985
4990
12+00 11+00 10+00 9+75
30'' BASIN A5.3-1
STA 10+00.00
FL. EL 4973.7±
INV. IN 4968.04 (N)
INV. IN 4968.04 (NE)
INV. OUT 4968.04 (SE)
123.64 LF 15" HDPE @ 0.50%
TEE A5.3-2
STA 11+23.64
INV. 4968.66
53.53 LF 15" HDPE @ 0.50%
INLET A5.3-2
STA 11+77.17
FL. EL 4971.4±
INV. OUT 4968.93 (S)
PROPOSED
GRADE
EXISTING
GROUND
100-YR HGL
ST
SS SS SS SS SS
S
N
YLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE
DRAINS TO
WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
TF
UD UD UD
W
E
E
E E E E
EV
F
E E
E
E
SS
SS SS
SS SS SS
G
G
G
D
S
S
D
S
CONTROL
IRR
ST ST
SS
SS SS
SS
SS
30'' WQ DRAIN BASIN A4.2
STA 10+00.00
N: 132359.49
E: 195441.18
29.97 LF
12" HDPE
@ 1.50%
TEE A4.2-2
STA 10+29.97
N: 132339.60
E: 195463.61
42.99 LF
12" HDPE
@ 1.50%
SAND OIL SEPERATOR A4.2-3
STA 10+72.97
N: 132311.08
E: 195495.78
30.90 LF
12" HDPE
@ 1.00%
INLET A4.2-3
STA 11+04.08
N: 132299.51
E: 195524.43
EAST POND
(SEE SHEET C-401)
STORM LINE A
(SEE SHEET C-303)
STORM LINE A4.2-1
(SEE SHEETS C-300
AND C-401 FOR ADDITIONAL
INFORMATION)
SANITARY LINE C
(SEE SHEET C-302)
ROOF DRAIN
CONNECTION
(SEE SHEET C-300)
TF
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
UD UD
MONITORING WELL
TRAFFIC RATED
E E
E
E
G G
G G
G
G
X
X
X X
ST
INLET A5.3-1.4
STA 11+30.24
N: 132439.55
E: 195348.65
11.39 LF
12" HDPE
@ 0.50%
SAND OIL SEPARATOR A5.3-1.2
STA 10+89.13
N: 132409.66
E: 195320.43
56.10 LF
12" HDPE
@ 0.50%
TEE A5.3-1.1
STA 10+33.03
N: 132368.87
E: 195281.91
33.03 LF
12" HDPE
@ 0.50%
30'' BASIN A5.3-1
STA 10+00.00
N: 132344.86
E: 195259.24
ROOF DRAIN CONNECTION
(SEE SHEET C-300)
STORM LINE A5.3-2
(SEE THIS SHEET)
WEST POND
(SEE SHEET C-401)
STORM LINE A
(SEE SHEET C-303)
29.72 LF
12" HDPE
@ 0.50%
TEE A5.3-1.3
STA 11+00.52
N: 132417.94
E: 195328.25
STORM LINE A5.3-1.3
(SEE SHEET C-300)
TF
NYLOPLAST
DO NOT POLLUTE
DRAINS TO
WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
UD
MONITORING WELL
TRAFFIC RATED
E E
W
E
E
E E
E
E
OHU
G G
G
G
G
G
G
G
X
X
X
X
G
A
S
E
V
T
N
30'' BASIN A5.3-1
STA 10+00.00
N: 132344.86
E: 195259.24
123.64 LF 15" HDPE @ 0.50%
53.53 LF 15" HDPE @ 0.50%
INLET A5.3-2
STA 11+77.17
N: 132518.52
E: 195224.17
TEE A5.3-2
STA 11+23.64
N: 132466.05
E: 195234.77
STORM LINE A5.3-1.1
(SEE THIS SHEET)
ROOF DRAIN CONNECTION
(SEE SHEET C-300)
ROOF DRAIN CONNECTION
(SEE SHEET C-300)
WEST POND
(SEE SHEET C-401)
Sheet
WILLOW STREET RESIDENCES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 20
C-304
PLAN AND PROFILE
STORM LINE A
10
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
GRAPHIC SCALE:
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
STORM LINE A4.2-2 STORM LINE A5.3-1.1
LEGEND:
GENERAL NOTES:
EXISTING SANITARY MH S
EXISTING GAS METER G
EXISTING ELECTRIC METER E
VAULT
EXISTING ELECTRIC VAULT ELEC
EXISTING TELEPHONE PEDESTAL T
H
Y
D
EXISTING FIRE HYDRANT
TRAFFIC
EXISTING TRAFFIC VAULT VAULT
EXISTING BURIED ELECTRIC E
EXISTING BURIED GAS G
EXISTING WATER LINE W
EXISTING SANITARY SEWER LINE SS
PROPOSED GAS LINE G
PROPOSED WATER SERVICE LINE
PROPOSED SANITARY SERVICE LINE
EXISTING STORM SEWER ST
PROJECT BOUNDARY
FDC
EXISTING EXISTING R.O.W
PROPOSED EASEMENT LINE
PROPOSED CURB & GUTTER
PROPOSED FIRE DEPARTMENT CONNECTION
PROPOSED FIRE SERVICE LINE
ELECTRIC TRANSFORMER
PROPOSED ELECTRIC LINE E
PROPOSED PERFORATED STROM UD
PROPOSED GAS METER
PROPOSED STORM SEWER
D
S
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
PROPOSED ELECTRIC METER
PROPOSED INLET
TF
WATER METER
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE
LAYING LENGTH OF PLACED END SECTIONS.
3. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED
PLUMBING DRAWINGS FOR ALL ROOF DRAINS AND COURTYARD DRAIN
SIZES AND LOCATIONS. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S)
OF ANY DISCREPANCIES PRIOR TO MOBILIZATION.
4. ALL STORM SEWER TO BE INSTALLED WITH WATER TIGHT JOINTS AT
EACH CONNECTION.
5. STORMTECH SYSTEMS ARE TO BE MAINTAINED AND OWNED BY THE
PROPERTY OWNER.
6. CONTRACTOR SHALL PROVIDE MINIMUM COVER OVER STORM SEWER
PIPE DURING CONSTRUCTION IN ACCORDANCE WITH MANUFACTURES
RECOMMENDATIONS.
7. ALL ROOF DRAIN CONNECTION SHALL BE PER DETAIL 701 ON SHEET
C-701. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS
5 FEET OUTSIDE OF BUILDINGS. EXACT LOCATIONS OF THE ROOF DRAIN
CONNECTION AT THE PROPOSED BUILDING SHALL BE COORDINATED
WITH THE ARCHITECTURAL DRAWINGS.
INLET SCHEDULE
ID BASIN SIZE GRATE
INLET A4.2-1 30" 2' x 2' ROAD AND HIGHWAY
INLET A4.2-4 30" 2' x 2' CURB INLET DIAGONAL
INLET A5.3-1.3 30" 2' x 2' ROAD AND HIGHWAY
INLET A5.3-1.4 30" 2' x 2' ROAD AND HIGHWAY
INLET A5.3-2 30" 2' x 2' CURB INLET DIAGONAL
INLET A5.4 30" 2' x 2' ROAD AND HIGHWAY
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
STORM LINE A5.3-2
11/20/18
Does not match the index
on sheet C-000.
STA 10+46.04
RIM 4975.6±
INV. IN 4962.70 (S)
INV. OUT 4962.52 (NE)
168.74 LF 12" PVC @ 1.00%
(BORING REQUIRED FOR INSTALLATION)
SAN MH A2
STA 12+14.78
RIM 4976.2±
INV. IN 4964.89 (W)
INV. OUT 4964.39 (N)
(117.35 LF 12" PVC @ 0.79%)
EX. SAN M13387
STA 13+32.13
RIM 4977.0±
INV. OUT 4965.82 (E)
EXISTING
GROUND
4955
4960
4965
4970
4975
4980
4985
4990
4955
4960
4965
4970
4975
4980
4985
4990
12+50 12+00 11+00 10+00 9+50
SAN MH C1
STA 10+00.00
RIM 4969.5±
INV. IN 4958.64 (NW)
INV. IN 4958.64 (SW)
INV. OUT 4958.64 (SE)
223.29 LF 6" PVC @ 0.50%
SAN MH C2
STA 12+23.29
RIM 4974.7±
INV. OUT 4959.75 (NE)
PROPOSED
GRADE
EXISTING
GROUND
T
T
T T T
G
G
W
W W
W
W
ST
ST
ST
E
E E
E
E
E
E E
G
G
G
G
D
D
CONTROL
IRR
ST ST
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS
S
N
YLOPLAST
DO NOT POLLUTE
DRAINS TO
WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
TF
F W
E E
SAN MH C1
STA 10+00.00
N: 132364.76
E: 195589.40
223.29 LF 6" PVC @ 0.50%
SAN MH C2
STA 12+23.29
N: 132198.01
E: 195440.90
SANITARY SERVICE
FOR BUILDING B
(SEE SHEET
C-300
)
STORM LINE A
(SEE SHEET
C-303
)
WILLOW STREET
STORM LINE A4.2-2
(SEE SHEET
C-304
)
Sheet
WILLOW STREET RESIDENCES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 20
C-302
UTILITY PLAN
08
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
GRAPHIC SCALE:
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
GENERAL NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE
FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PER THE
CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION.
3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
4. ALL WATER FITTINGS, VALVES, AND OTHER UTILITY APPURTENANCES ARE
ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO
BE UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH
FORT COLLINS UTILITIES (970-221-6700).
6. ALL EXISTING WATER SERVICES ARE APPROXIMATE AND SHALL BE FIELD
VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO THE
UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH
FORT COLLINS UTILITIES (970-221-6700)
7. PRIOR TO ORDERING MATERIAL AND MOBILIZING, CONTRACTOR SHALL
FIELD LOCATE AND VERIFY ELEVATIONS OF ALL CONCRETE AND ASPHALT
TIE-INS, EXISTING SEWER MAINS, WATER MAINS, AND ALL OTHER UTILITIES
AT THE POINTS OF CONNECTION SHOWN ON THE PLANS. SPECIAL
ATTENTION SHALL BE PAID TO ALL PROPOSED UTILITY CROSSINGS. IT IS
RECOMMENDED THAT THE CONTRACTOR POTHOLE SAID CROSSINGS
PRIOR TO ORDERING MATERIAL. REFER TO GENERAL NOTE #9 ON SHEET
C-001 IF A CONFLICT ARISES AND/OR A DESIGN MODIFICATION IS DESIRED.
8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
9. CONTRACTOR IS RESPONSIBLE FOR ALL THE REPAIRS AND
REPLACEMENTS OF ANY DAMAGED CURB AND GUTTER. ALL REPAIRS TO BE
IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. SANITARY SEWER B IS AN EXISTING LINE AND ALL INFORMATION CAN BE
FOUND ON SHEET C-300
EXISTING SANITARY MH S
EXISTING GAS METER G
EXISTING ELECTRIC METER E
VAULT
EXISTING ELECTRIC VAULT ELEC
EXISTING TELEPHONE PEDESTAL T
H
Y
D
EXISTING FIRE HYDRANT
TRAFFIC
EXISTING TRAFFIC VAULT VAULT
EXISTING BURIED ELECTRIC E
EXISTING BURIED GAS G
EXISTING WATER LINE W
PROPOSED SANITARY SEWER LINE SS
PROPOSED GAS LINE G
PROPOSED WATER SERVICE LINE
PROPOSED SANITARY SERVICE LINE SS
EXISTING STORM SEWER ST
PROJECT BOUNDARY
FDC
EXISTING EXISTING R.O.W
PROPOSED EASEMENT LINE
PROPOSED CURB & GUTTER
PROPOSED FIRE DEPARTMENT CONNECTION
PROPOSED FIRE SERVICE LINE
ELECTRIC TRANSFORMER
PROPOSED ELECTRIC LINE E
PROPOSED PERFORATED STROM UD
PROPOSED GAS METER
PROPOSED STORM SEWER
D
S
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
PROPOSED ELECTRIC METER
PROPOSED INLET
TF
WATER METER
EXISTING SANITARY SEWER LINE SS
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
SANITARY SEWER A SANITARY SEWER C
"PRIVATE SANITARY LINE"
11/20/18
Does not match the index
on sheet C-000.
E
E
E
E E
E
E
E
E
E
E
E E
SS
SS SS SS
SS
SS SS SS SS SS
SS
SS SS
SS SS
SS
SS SS
OHU OHU OHU
G G G
G
G G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G G
X
X
X
X
X
X
X X
G
G
G
G
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
G
D
G
A
S
E
V
T
N
MW
S
GAS
ST
ST
W
C
S
W
H2O
S
D
H
Y
D
M
VAULT
ELEC
MW
C
S
MW
S
S
ST ST ST ST
E
CONTROL
IRR
T
ST
ST
ST
W
W
W
W W W
W
W W
W
W W W
W
SS SS
SS
SS SS SS
SS
SS SS
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
TF
SS SS
SS SS
SS
SS
SS
SS SS
SS
SS
S
N
YLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
F
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE
DRAINS TO
WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
NYLOPLAST
DO NOT POLLUTE
DRAINS TO
WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
TF
UD UD UD UD UD UD UD
UD UD UD UD
M
ONITORING WELL
TRAFFIC RATED
MONITORING WELL
TRAFFIC RATED
FDC
W
E
E
E
W
E
E
E E E E
E
E E
EV
E
E
E
E E
E E
E E E
EV
F
S
E
E E
EX. SAN M16207
INV. IN=4961.53 (SW)
INV. OUT=4961.48 (NE)
FG=4974.68
EX. SAN M16208
INV. IN=4960.50 (SW)
INV. OUT=4960.65 (NE)
FG=4971.83
EX. SAN M16211
INV. IN=4958.80 (NW)
INV. OUT=4958.79 (SE)
INV. OUT=4958.79 (NE)
FG=4971.10
EX. SAN M16213
INV. IN=4959.29 (SW)
INV. IN=4958.98 (NW)
INV. OUT=4958.98 (SE)
FG=4970.72
SAN. SERVICE A1
INV. IN=4960.26 (SW)
INV. IN=4960.56 (NW)
INV. OUT=4960.26 (NE)
FG=4972.08
SAN. SERVICE A1 CONNECTION
INV. OUT=4961.38 (SE)
FG=4972.99
SAN. SERVICE B1
INV. IN=4958.75 (NW)
INV. IN=4958.75 (SW)
INV. OUT=4958.75 (SE)
FG=4970.43
SAN. SERVICE B1 CONNECTION
INV. OUT=4959.38 (NE)
FG=4973.00
(131.56 LF 15" PVC @ 0.74%)
(232.51 LF 15" PVC @ 0.75%)
(399.70 LF 36" PVC @ 0.20%)
(230.79 LF 24" PVC @ 0.15%)
(23.06 LF
24" PVC
@ 0.78%)
(76.96 LF 24" PVC @ 0.15%)
(25.31 LF 15" PVC @ 1.52%) (63.86 LF 15" PVC @ 1.53%)
41.02 LF 8" PVC @ 2.00%
(25.04 LF
24" PVC
@ 0.15%)
31.41 LF 8" PVC @ 2.00%
82.32 LF 30" RCP @ 0.50%
188.45 LF 30" RCP @ 1.00%
STM MH A6
INV. IN=4967.53 (NW)
INV. OUT=4967.53 (E)
FG=4974.09
STM MH A7
(INV. IN=4971.41 (SW))
INV. OUT=4969.19 (SE)
FG=4974.19
(CONNECT TO THE EXISTING
STORM SEWER)
INLET A4.2-1
INV. OUT=4967.56 (SE)
FG=4971.52
6.20 LF 10" HDPE @ 1.00%
9.73 LF
12" HDPE
@ 0.50%
INLET A5.4
INV. OUT=4967.87 (NE)
FG=4973.91
4" WET TAP
4" - G.V.
4"x3" REDUCER & T.B.
N:132634.07
E:195346.70
8"x6" TEE
w/ 6" - G.V. (S) & T.B.
N:132523.63
E:195493.66
4" WET TAP
4" - G.V.
4"x3" REDUCER & T.B.
N:132447.94
E:195556.04
98.38 LF 6" PVC FIRE SERVICE
S36°55'34"W
EXISTING 8" WATER MAIN
EXISTING FIRE
HYDRANT
3" METER PIT
N:132561.45
E:195303.52
3" METER PIT
N:132373.68
E:195475.31
WILLOW STREET
"WEST POND"
(SEE SHEET C-401)
"EAST POND"
(SEE SHEET C-401)
SAW CUT
ELECTRIC TRANSFORMER
N:132302.46
E:195413.68
TRANSFORMER
N:132431.24
E:195281.06
ELECTRIC
METER
ELECTRIC
METER
TIE TO EXISTING
ELECTRIC LINE
N:132460.10
E:195477.99
17.75' DRAINAGE
EASEMENT
(186.52 LF 24" RCP @ 1.30% )
5' EXISTING GAS
LINE EASEMENT
(REC No. 20000322993)
39' UTILITY
EASEMENT
3" WATER
SERVICE
6" FIRE
SERVICE
ELECTRIC SERVICE
ELECTRIC SERVICE
26' EMERG.
ACCESS
26' EMERG. EASEMENT
ACCESS
EASEMENT
24' EMERG.
ACCESS
EASEMENT
10.96'
10'
10.71'
12.51'
PRIVATE SANITARY SEWER
SERVICE (TO BE PRIVATELY
OWNED AND MAINTAINED)
TIE TO EXISTING
ELECTRIC LINE
N:132580.58
E:195317.03
105.25 LF 3"
RESIDENTIAL WATER SERVICE
N44°34'30"E
101.69 LF 3"
RESIDENTIAL WATER SERVICE
S36°55'34"W
APPROXIMATE ELECTRIC VAULT
LOCATE (TO BE DETERMINED
BY CITY OF FORT COLLINS)
APPROXIMATE ELECTRIC VAULT
LOCATE (TO BE DETERMINED
BY CITY OF FORT COLLINS)
ELECTRIC SERVICE
ELECTRIC SERVICE
INLET A5.3-1.3
INV. OUT=4969.22 (NW)
FG=4972.09
33.96 LF 12" HDPE @ 2.00%
48.69 LF 8" HDPE @ 0.98%
RD A5.3-1.1
INV. OUT=4968.83 (NW)
FG=4975.16
13.66 LF 8" HDPE @ 1.00%
RD A4.2-2
INV. OUT=4967.07 (SW)
FG=4973.00
21.23 LF
8" HDPE
@ 1.40%
RD A5.3-2
INV. OUT=4968.90 (W)
FG=4973.13
36.61 LF 8" HDPE @ 2.00%
RD A4.3
INV. OUT=4967.37 (NW)
FG=4974.73
22.5° BEND
N:132444.78
E:195548.58
5.81 LF 8" HDPE @ 0.20%
SERVICE LOWERING
N:132432.18
E:195536.16
(280.16 LF 24" PVC @ 0.92%)
SANITARY LINE C
(SEE SHEET
C-302
)
STORM LINE A
(SEE SHEET
C-303
)
STORM LINE A4.2-2
(SEE SHEET
C-304
)
STORM LINE A5.3-1.1
(SEE SHEET
C-304
)
SANITARY LINE A5.3-2
(SEE SHEET
C-302
)
Sheet
WILLOW STREET RESIDENCES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 20
NORTH
C-300
UTILITY PLAN
06
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
GRAPHIC SCALE:
MATCHLINE SEE SHEET C-301
LEGEND:
GENERAL NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE
FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PER THE
CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION.
3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
4. ALL WATER FITTINGS, VALVES, AND OTHER UTILITY APPURTENANCES ARE
ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO
BE UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH
FORT COLLINS UTILITIES (970-221-6700).
6. ALL EXISTING WATER SERVICES ARE APPROXIMATE AND SHALL BE FIELD
VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO THE
UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH
FORT COLLINS UTILITIES (970-221-6700)
7. PRIOR TO ORDERING MATERIAL AND MOBILIZING, CONTRACTOR SHALL
FIELD LOCATE AND VERIFY ELEVATIONS OF ALL CONCRETE AND ASPHALT
TIE-INS, EXISTING SEWER MAINS, WATER MAINS, AND ALL OTHER UTILITIES
AT THE POINTS OF CONNECTION SHOWN ON THE PLANS. SPECIAL
ATTENTION SHALL BE PAID TO ALL PROPOSED UTILITY CROSSINGS. IT IS
RECOMMENDED THAT THE CONTRACTOR POTHOLE SAID CROSSINGS
PRIOR TO ORDERING MATERIAL. REFER TO GENERAL NOTE #9 ON SHEET
C-001 IF A CONFLICT ARISES AND/OR A DESIGN MODIFICATION IS DESIRED.
8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
9. CONTRACTOR IS RESPONSIBLE FOR ALL THE REPAIRS AND
REPLACEMENTS OF ANY DAMAGED CURB AND GUTTER. ALL REPAIRS TO BE
IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. ALL STORM SEWER CONVEYING STORMWATER TO MANHOLES A4 AND A5,
AS WELL AS AS ALL STORMTECH CHAMBERS SHALL BE PRIVATELY OWNED
AND MAINTAINED.
11. MAINTAIN 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
12. ALL PARTIES DISTURBING EXISTING SITE SOILS SHALL ADHERE TO THE
SOILS MANAGEMENT PLAN (SMP) FOR SCHRADER SHOP PROPERTY
PREPARED BY NATIONAL INSPECTION SERVICES, DATED MARCH 27, 2018.
SUBSURFACE DISTURBANCE INCLUDES EXCAVATION, UTILITY TRENCHING,
CAISSON DRILLING, DEWATERING, AND OTHER SUCH INTRUSIVE
ACTIVITIES, AS DESCRIBED IN THE SMP. THE SMP DESCRIBES THE
NECESSARY PROCEDURES FOR THE HANDLING, RE-USE, TRANSPORT, AND
DISPOSAL OF SOILS EXCAVATED DURING CONSTRUCTION ACTIVITIES,
INCLUDING DEWATERING ACTIVITIES.
EXISTING SANITARY MH S
EXISTING GAS METER G
EXISTING ELECTRIC METER E
VAULT
EXISTING ELECTRIC VAULT ELEC
EXISTING TELEPHONE PEDESTAL T
H
Y
D
EXISTING FIRE HYDRANT
TRAFFIC
EXISTING TRAFFIC VAULT VAULT
EXISTING BURIED ELECTRIC
EXISTING BURIED GAS
EXISTING WATER LINE W
PROPOSED SANITARY SEWER LINE
PROPOSED GAS LINE G
PROPOSED WATER SERVICE LINE
PROPOSED SANITARY SERVICE LINE
EXISTING STORM SEWER ST
PROJECT BOUNDARY
FDC
EXISTING EXISTING R.O.W
PROPOSED EASEMENT LINE
PROPOSED CURB & GUTTER
PROPOSED FIRE DEPARTMENT CONNECTION
PROPOSED FIRE SERVICE LINE
ELECTRIC TRANSFORMER
PROPOSED ELECTRIC LINE E
PROPOSED PERFORATED STROM UD
PROPOSED GAS METER
PROPOSED STORM SEWER
D
S
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
PROPOSED ELECTRIC METER
PROPOSED INLET
TF
WATER METER
EXISTING SANITARY SEWER LINE SS
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Does not match the
Subdivision Plat.
Does not match the
Subdivision Plat.
11/20/18
N:132349.29
E:195577.77
10' SIDEWALK
10' SIDEWALK
41'
58'
WILLOW STREET
50' BNRR EASEMENT
5' EXISTING
GAS LINE EASEMENT
(REC No. 20000322993)
PINE
STREET
8' (TYP.)
TYPE III
BARRICADE
RAILROAD
BUILDING A
BUILDING B
24'
26.05'
58' -
24' EMERGENCY
ACCESS EASEMENT
9'
(TYP.)
24'
9'
(TYP.)
19'
20'
9' (TYP.)
22'
22'
8'
8'
PROPOSED
STRIPING
STRIPING
(PER WILLOW STREET
IMPROVEMENTS)
STRIPING
(PER WILLOW STREET
IMPROVEMENTS)
FUTURE IMPROVEMENTS
(PER WILLOW STREET
IMPROVEMENTS)
15'
12'
12'
20.28'
COMPACT
CAR
PARKING
ONLY
S T 0 P
FIRE LANE
FIRE LANE
RESERVED
PARKING
RESERVED
PARKING
VAN-
ACCESSIBLE
RESERVED
PARKING
COMPACT
CAR
PARKING
ONLY
COMPACT
CAR
PARKING
ONLY
RESERVED
PARKING
FIRE LANE
COMPACT
CAR
PARKING
ONLY
COMPACT
CAR
PARKING
ONLY
COMPACT
CAR
PARKING
ONLY
COMPACT
CAR
PARKING
ONLY
COMPACT
CAR
PARKING
ONLY
COMPACT
CAR
PARKING
ONLY
COMPACT
CAR
PARKING
ONLY
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
S T 0 P
8' (TYP.)
COMPACT
CAR
PARKING
ONLY
COMPACT
CAR
PARKING
ONLY
Sheet
WILLOW STREET RESIDENCES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 20
NORTH
C-201
SIGNAGE & STRIPING PLAN
05
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
GRAPHIC SCALE:
LEGEND:
STANDARD ACCESS RAMP
CORNER LOCATION ACCESS RAMP
C
A
EXISTING CURB AND GUTTER
DIRECTIONAL ACCESS RAMP (FLARE OPTION) B
CURB AND GUTTER
NOTES:
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
1. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT
SPECIFICATIONS MANUAL.
2. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS
AND PAVEMENT SECTIONS.
3. SEE GEOTECHNICAL REPORT BY EARTH ENGINEERING CONSULTANTS,
DATED FEBRUARY 23, 2018 FOR ALL SUBGRADE PREPARATION AND
PAVEMENT RECOMMENDATIONS.
4. REFER TO SITE AND LANDSCAPE PLANS BY RUSSELL + MILLS FOR
DECORATIVE PAVING, SCORING, LANDSCAPE FURNITURE, PLANTINGS,
RAILINGS AND WALLS.
5. PRIVATE CONCRETE DRIVE AISLES/PARKING STALLS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08.
6. SEE CDOT STANDARD M-412-1 FOR ALL CONCRETE PAVING JOINT
INFORMATION.
7. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINT.
CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL
DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STAKING.
8. REFER TO THE SUBDIVISION PLAT BY NORTHERN ENGINEERING SERVICES
FOR ALL LOT SIZES AND AND EASEMENT INFORMATION.
9. THE ENCROACHMENTS SHOWN WITHIN THE RIGHTS-OF-WAY ARE
SUBJECT TO A MAJOR ENCROACHMENT PERMIT APPROVAL.
Does not match the
Subdivision Plat.
11/20/18
PROPERTY CORNER
N:132543.59
E:195190.61
PROPERTY CORNER
N:132523.85
E:195245.88
PROPERTY CORNER
N:132591.65
E:195281.94
PROPERTY CORNER
N:132337.85
E:195568.19
N:132442.16
E:195440.77
N:132406.17
E:195408.86
N:132556.21
E:195312.11
N:132527.50
E:195281.31
N:132428.13
E:195384.09
N:132441.40
E:195395.85
N:132498.38
E:195331.58
N:132487.70
E:195308.83
N:132543.72
E:195295.68
N:132325.22
E:195492.81
N:132342.50
E:195473.33
N:132355.01
E:195467.13
N:132390.72
E:195498.79
N:132338.82
E:195554.29
N:132308.62
E:195527.52
N:132222.17
E:195401.12
N:132246.29
E:195382.31
N:132229.85
E:195400.85
N:132203.83
E:195384.85
N:132219.75
E:195366.89
N:132358.13
E:195337.43
N:132333.85
E:195365.24
N:132312.50
E:195331.62
N:132329.69
E:195312.22
TIE TO EXISTING EOA
N:132632.39
E:195279.47
TIE TO EXISTING 30" VERTICAL
CURB AND GUTTER
N:132349.29
E:195577.77
10' SIDEWALK
10' SIDEWALK
41'
58'
WILLOW STREET
CONTROL POINT
N:132368.32
E:195179.19
CONTROL POINT
N:132413.39
E:195617.08
2
3
3
3
T
2
T
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2
2
3
3
T
B B
B
C
N:132325.01
E:195357.41
N:132332.30
E:195349.18
50' BNRR EASEMENT
5' EXISTING
GAS LINE EASEMENT
(REC No. 20000322993)
PINE
STREET
8' (TYP.)
TIE TO EXISTING SIDEWALK
N:132330.75
E:195576.21
2' PAN
UPPER
PARKING
SUPPORT
COLUMN (TYP.)
TYPE III
BARRICADE
30" VERTICAL OUTFALL
CURB AND GUTTER
30" VERTICAL INFLOW
CURB AND GUTTER
DRAINAGE
& UTILITY
EASEMENT
RAILROAD
UPPER PARKING
DECK LIMITS
2' PAN
2' PAN
BUILDING A
BUILDING B
SEE LANDSCAPING PLANS
FOR ADDITIONAL CLARIFICATION
ON AMENITY SPACE
24'
26'
R15'
58' -
24' EMERGENCY
ACCESS EASEMENT
SIGHT
LINES
SIGHT
LINES
9'
(TYP.)
24'
9'
(TYP.)
19'
20'
FUTURE CURB & GUTTER
WILLOW STREET
(PER WILLOW STREET
IMPROVEMENTS)
9' (TYP.)
B
22'
22'
FUTURE CURB
AND GUTTER
(PER WILLOW STREET
IMPROVEMENTS)
8'
8'
R3'
R15'
R5'
R5'
R4.5'
R5'
R5'
R15'
R2'
PROPOSED EDGE
OF ASPHALT
PROPOSED
STRIPING
2
2
2
RAISED CROSSWALK
(PER WILLOW STREET
IMPROVEMENTS)
STRIPING
(PER WILLOW STREET
IMPROVEMENTS)
STRIPING
(PER WILLOW STREET
IMPROVEMENTS)
FUTURE IMPROVEMENTS
(PER WILLOW STREET
IMPROVEMENTS)
FUTURE IMPROVEMENTS
(PER WILLOW STREET
IMPROVEMENTS)
HANDICAP
ROLL-OVER RAMP
CURB &
GUTTER
15'
12'
12'
20.28'
B
B
N:132455.94
E:195434.25
2-RISERS
2-RISERS
N:132237.43
E:195374.45
N:132382.69
E:195516.87
R15'
R5'
LIMITS OF BUILDING
ABOVE GROUND LEVEL
LIMITS OF BUILDING
ABOVE GROUND LEVEL
LIMITS OF BUILDING
ABOVE GROUND LEVEL
Sheet
WILLOW STREET RESIDENCES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 20
NORTH
C-200
HORIZONTAL CONTROL PLAN
04
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
GRAPHIC SCALE:
LEGEND:
STANDARD ACCESS RAMP
CORNER LOCATION ACCESS RAMP
C
A
EXISTING CURB AND GUTTER
DIRECTIONAL ACCESS RAMP (FLARE OPTION) B
30" VERTICAL CURB AND GUTTER
TRANSITION CURB AND GUTTER
18" OUTFALL CURB AND GUTTER
T
TRANSITION BETWEEN INFLOW AND OUTFALL T
18" ROLL OVER CURB AND GUTTER 4
INFLOW CURB AND GUTTER
CURB AND GUTTER
1. CURVES AND LINES ARE MEASURED AT FLOWLINE OR EDGE OF WALK.
2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT
SPECIFICATIONS MANUAL.
3. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS
AND PAVEMENT SECTIONS.
4. SEE GEOTECHNICAL REPORT BY EARTH ENGINEERING CONSULTANTS,
DATED FEBRUARY 23, 2018 FOR ALL SUBGRADE PREPARATION AND
PAVEMENT RECOMMENDATIONS.
5. REFER TO SITE AND LANDSCAPE PLANS BY RUSSELL + MILLS FOR
DECORATIVE PAVING, SCORING, LANDSCAPE FURNITURE, PLANTINGS,
RAILINGS AND WALLS.
6. PRIVATE CONCRETE DRIVE AISLES/PARKING STALLS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08.
7. SEE CDOT STANDARD M-412-1 FOR ALL CONCRETE PAVING JOINT
INFORMATION.
8. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINT.
CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL
DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STAKING.
9. REFER TO THE SUBDIVISION PLAT BY NORTHERN ENGINEERING SERVICES
FOR ALL LOT SIZES AND AND EASEMENT INFORMATION.
10. THE ENCROACHMENTS SHOWN WITHIN THE RIGHTS-OF-WAY ARE
SUBJECT TO A MAJOR ENCROACHMENT PERMIT APPROVAL.
NOTES:
18" INFLOW CURB AND GUTTER 3
2
1
PERMEABLE PAVERS
ASPHALT PAVING - LITE DUTY
RAILROAD
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
ASPHALT PAVING - HEAVY DUTY
CONCRETE PAVING
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Does not match the
Subdivision Plat.
Does not match the
Subdivision Plat.
11/20/18
G
G G
G G G
G
G
G
G
G
G
X
X
X
X
G
G
G
X
X
X X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X
G
G
D
G
A
S
E
V
T
N
MW
S
MW
GAS
ELEC
BRKR
W
C
S
CONTROL
IRR
W
H2O
MW
GAS
MW
MW
MW
S
D
H
Y
D
ELEC
MW
C.O.
C.O.
CONTROL
IRR
M
VAULT
ELEC
MW
C
S
MW
C
S
E
G
CONTROL
IRR
CONTROL
IRR
ELEC
BRKR
S
S
D
ST
ST ST
ST ST
ST
E
LEC
VAULT
ELEC
E
CONTROL
IRR
T
C.O.
ST ST
W W
W
W
W
W W
W
W W
W
X
SS
SS
SS SS
SS SS
SS
SS
SS SS SS SS SS SS
SS
SS SS
SS SS
M
W
MW
SS
SS
SS
SS SS
SS
SS
SS
SS
ELEC
D
ST
ST
ST
ST
ST
D
D
S
S
SS
SS
SS SS SS SS SS SS
SS
S
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/ / /
/ /
/
/
/
/ /
/
/
/ / /
/
/ / / /
/
/
/ /
/
/
/
/
/
/
/
/
/
/
/
/ / /
/
/
/ /
/
/ /
/
/
/ /
/
/ /
/
/
/ /
/
/ /
/
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/ /
/ /
/
/ /
/
/
/ /
/ /
/ /
/
/ /
/
/
/
/
/
/ / /
/
/
/ /
/
/ /
/
/
/ /
/
/ /
/
/
/ /
/
/ /
/
/
/
/ /
/
/
/
/
/ / /
/
/
/ /
/
/ /
/
/ /
/
/
/ /
/
/
/ /
/
/ /
/
/
/
/ /
/
/ /
/
/
/ /
/
/ /
/
/
/ /
/
/
/ / / /
/
/ / /
/
/ /
/
/
/
/
/ / / / / /
/
/ / /
/
/
/
/ / / / / / / / /
/
/
/
/
/ / / / /
/
/
/ / /
/
/
/
/
/
/ / / / / / / /
/
/
/
/ / / / / / / / / /
/
/
/
/
/ / / / / / / /
/
/ /
/
/
/
/ / /
/
/ / / / / /
/
/
/
/ / / / / / / / / /
/
/ /
/
/
/
/ / / / / / /
/ / / / / / / /
/ / / /
/
/ /
/
/ /
/
/ /
/
/ /
/
/
/
/ /
/
/ /
/
/ /
/
/ /
/
/
/
/ /
/
/ /
/
/
/
/
/ / / /
/
/ /
/
/ / /
/
/
/
/
/
/ / / /
/
/ /
/
/ /
/
/
/
/ /
/
/
/
/ /
/
/ /
/
/
/
/ /
/
/ /
/
/
/
/ /
/
/ / /
WILLOW STREET
PINE STREET
100' RIGHT OF WAY
20' SEWER AND STORM
DRAINAGE EASEMENT
REC. NO 20040017224
(TO BE VACATED BY SEPARATE
DOCUMENT UPON ACT
OF RELOCATION)
30' SEWER AND STORM
DRAINAGE EASEMENT
REC. NO. 20040017224
50' RAILROAD
RIGHT OF WAY
10' RIGHT OF WAY
EASEMENT
30' SEWER AND STORM
DRAINAGE EASEMENT
REC. NO. 20040017224
COVENANT TO RESTRICT
USE OF PROPERTY
REC. NO. 20040118593
± 180 L.F. CONCRETE PAN
(TO BE REMOVED)
ONE STORY TIN-SIDED
CONCRETE FOUNDATION WAREHOUSE
(TO BE REMOVED)
± 680 L.F. FENCE
(TO BE REMOVED)
EXISTING STORM MH
RIM: 4972.28
INV IN: 4967.07 (SW)
INV IN: 4968.68 (W) (OPENING
TO BE PLUGGED & GROUTED)
INV OUT: 4965.13 (NE)
(TO REMAIN)
EXISTING STORM MH
RIM: 4969.34
INV IN: 4964.19 (SW)
INV OUT: 4964.13 (SE)
(TO REMAIN)
EXISTING INLET
FL ELEV: 4971.45
INV IN: 4969.49 (SW)
INV OUT: 4969.45 (SE)
(TO BE REMOVED)
± 200 L.F. 18" RCP
(TO BE REMOVED)
EXISTING SANITARY MH
RIM: 4972.57
INV IN: 4960.50 (SW)
INV IN: 4961.03 (NW)
INV IN: 4963.99 (NW)
INV OUT: 4960.65 (NE)
(TO REMAIN)
± 240 L.F. 15" VCP
(TO BE REMOVED)
EXISTING SANITARY MH
RIM: 4971.95
INV: 4957.94 (NE)
UNABLE TO OBTAIN
OTHER TWO INVERTS
(TO REMAIN)
GATE MOTOR BOX
(TO BE REMOVED)
GATE KEYPAD
(TO BE REMOVED)
SANITARY VALVES (3)
EXISTING SANITARY MH
RIM: 4972.01
INV: 4958.79 (SE)
INV: 4958.80 (SW)
UNABLE TO OBTAIN
OTHER INVERT
(TO REMAIN)
24" PVC
"INTERSTATE BATTERIES"
OUTFALL FOR
PERMEABLE PAVERS
"NO PARKING/FIRE LANE"
18" VCP
EXISTING SANITARY MH
RIM: 4974.43
INV IN: 4961.93 (SE)
INV IN: 4962.00 (SE)
INV IN: 4961.53 (SW)
INV IN: 4961.92 (NW)
INV OUT: 4961.48 (NE)
(TO REMAIN)
SANITARY VAULT
WITH HEADGATE
STRUCTURES
CP - AZTLAN
N:132706.27
E:195257.51
CP - TIRE PILE
N:132368.31
E:195179.16
CP - IB
N:132413.39
E:195617.08
± 165 L.F. ELECTRIC LINE
(TO BE REMOVED)
GAS TANK
(TO BE REMOVED)
WOOD SHED
(TO BE REMOVED)
± 97 L.F. OF SANITARY SEWER
(TO BE REMOVED)
GRAVEL PATCH
(TO BE REMOVED)
IRRIGATION VALVE BOXES (2)
(TO BE REMOVED)
ELECTRIC METER
(TO BE REMOVED)
GAS METER
(TO BE REMOVED)
GRAVEL/DETERIORATED ASPHALT
(TO BE REMOVED)
EXISTING STORM MH
RIM: 4978.03
INV IN: 4974.26 (SW)
INV IN: 4974.00 (W)
INV OUT: 4973.83 (NE)
24" RCP
ONE STORY
BRICK BUILDING
INLET
SEE LANDSCAPE PLANS
FOR TREE MITIGATION
21" RCP
36" PVC
36" RCP
EXISTING SANITARY MH
RIM: 4973.01
INV IN: 4959.61 (W)
INV OUT: 4959.61 (SE)
EXISTING SANITARY MH
RIM: 4974.51
INV OUT: 4959.86 (E)
± 2250 SQ. FT. OF ASPHALT
TO BE REMOVED AND REPLACED
30' SEWER AND STORM
DRAINAGE EASEMENT
REC. NO. 20040017224
(TO BE VACATED BY SEPARATE
DOCUMENT UPON ACT
OF RELOCATION)
8" WATER MAIN
SIGN
(TO BE RELOCATED)
± 1400 SQ. FT. ASPHALT
TO BE REMOVED
AND REPLACED
SAWCUT
SIGN
(TO BE RELOCATED)
ELECTRIC VAULTS (2)
(TO BE RELOCATED)
/ /
/
/
/
/
/
/
/
/
/
/
/
/ /
/
/ / /
± 64 L.F. OF
ELECTRIC
CONDUIT
TO BE REMOVED
3.46' OF WALL
(TO BE REMOVED)
EXISTING STORM SEWER
(PER MILL HOUSE DESIGN)
EXISTING W.Q. POND
(PER MILL HOUSE
DESIGN)
TRANSFORMERS (2)
(TO BE REMOVED)
SANITARY SERVICE
CLEANOUTS (2)
(TO BE REMOVED)
± 64 L.F. OF WATER
SERVICE
(TO BE ABANDONED
AT THE MAIN))
MONITORING WELL
(TO BE REMOVED)
208' 15" VCP
(TO BE ABANDONED)
EXISTING GAS
(TO REMAIN)
EXISTING MANHOLES (2)
(TO BE REMOVED)
/
/
/
/ /
/
/ /
/
/
/
/
/
/
/
/ /
/
/ /
/
/
/
/
/
/
/
/ /
/
/
/ /
/
/ / / / / /
/ /
/ / /
/
/ / / / / /
/
/ /
/
/ / /
/
/ / / / / /
/
/ /
/ /
/ /
/
/ / / /
/
/ / / /
/ / /
/ / / / / /
/
/ / / / /
/ /
/ / / /
/
/ / / / / /
/ /
/ / / / /
/
± 205 L.F. 24" RCP
(TO BE REMOVED)
EXISTING ELECTRIC OUTLETS
(TO BE REMOVED TYP.)
EXISTING WALL
(TO REMAIN)
10'
Sheet
WILLOW STREET RESIDENCES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 20
NORTH
C-100
AND DEMOLTION PLAN
EXISTING CONDITIONS
03
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
H
Y
D
TRAFFIC
VAULT
G
W
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
S
G
VAULT
ELEC
T
W
SS
ST
E
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 1-13
SOUTHWEST CORNER OF COLLEGE AVE. AND MAPLE ST. ON A CONCRETE
TRAFFIC SIGNAL BASE.
ELEVATION = 4929.75
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 3-13
APPROX. 40 FT SOUTH OF THE LINDEN STREET BRIDGE OVER THE POUDRE RIVER
ON TEH WEST OF OF LINDEN ST., ON A STORM INLET.
ELEVATION = 4962.27
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRE FOR ANY PURPOSE, THE
FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.17
BASIS OF BEARING:
THE BASIS OF BEARINGS IS THE WEST LINE OF THE NORTHWEST QUARTER OF
SECTION 12 AS BEARING SOUTH 00°24'12" WEST.
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION,
REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE
EXISTING SITE SURVEY.
5. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF
FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT
WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL
ROAD AND CAN BE REACHED AT (970) 482-1249.
6. SEE LANDSCAPE PLANS FOR TREE MITIGATION MEASURES.
7. ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE
FIELD VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED
SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS
UTILITIES (970-221-6700).
8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
9. DEMOLITION OF THE EXISTING BUILDING, PAVEMENTS, AND OTHER SITE FEATURES
SHOULD INCLUDE COMPLETE REMOVAL OF ALL FOUNDATION SYSTEMS,
BELOW-GRADE STRUCTURAL ELEMENTS, PAVEMENTS, AND EXTERIOR FLAT WORK
WITHIN THE PROPOSED CONSTRUCTION AREA. THIS SHOULD INCLUDE REMOVAL
OF ANY UTILITIES TO BE ABANDONED ALONG WITH ANY LOOSE UTILITY TRENCH
BACKFILL OR LOOSE BACKFILL FOUND ADJACENT TO EXISTING FOUNDATIONS.
10. LIMITS OF CONCRETE CURB REMOVAL SHALL BE TO THE NEAREST JOINT.
SECTIONS LESS THAN 5' SHALL BE COMPLETELY REPLACED.
11. CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED
TO, SIDEWALKS, FENCES, AND UTILITIES.
12. CONTRACTOR TO COORDINATE REMOVAL AT EXISTING WATER SERVICES WITH
CITY OF FORT COLLINS UTILITIES FIELD OPERATIONS AT (970)416.2165.
OVERHEAD UTILITY OHU
BURIED ELECTRIC
STORM LINE
SANITARY SEWER LINE
CONIF. TREE
DECID. TREE TO BE REMOVED
H2O METER
TELEPHONE PEDESTAL
ELECTRIC VAULT
POWER POLE
CONIF. TREE TO BE REMOVED
DECID. TREE
GAS METER
FOUND CORNER
SANITARY MH
DEMO LINE
RAILROAD
MINOR CONTOUR
MAJOR CONTOUR
EXISTING CURB/GUTTER
WATER LINE
BURIED GAS
PROPERTY BOUNDARY
TRAFFIC VAULT
FIRE HYDRANT
LIGHT POLE
LEGEND:
GRAPHIC SCALE:
BENCHMARK AND BASIS OF BEARING
NOTES:
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Incorrect Elevation
The City's Benchmark Statement format has been revised. See written comments.
11/20/18
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to
be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading.
It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these
plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for
any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the
engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance,
all parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility
provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility
provider, a pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and
sanitary sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department
of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater
seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as
a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Final Drainage Report for Willow Street Residences dated 10/31/2018 by Northern Engineering Services, Inc.,
shall be followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall
be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and
debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.)
or as approved by the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction
Permit is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction.
The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control
Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all
public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the
Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the
improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench
work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not
correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement
section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final
soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a
minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur
until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter
flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must
certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be
noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction.
For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be
stubbed to the property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional
criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as
established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the City of Fort Collins Forester to schedule a site inspection for
any tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and
security. Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The
the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way.
The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins
Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor
moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the
Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing
traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by Larimer County.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on
these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer
for clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or
specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available
to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort
Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as
well as the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 1-13
SOUTHWEST CORNER OF COLLEGE AVE. AND MAPLE ST. ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION = 4979.75
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 3-13
APPROX. 40 FT SOUTH OF THE LINDEN STREET BRIDGE OVER THE POUDRE RIVER ON THE WEST OF OF LINDEN ST., ON A STORM
INLET.
ELEVATION = 4962.27
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29
UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRE FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.17
BASIS OF BEARING:
THE BASIS OF BEARINGS IS THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 12 AS BEARING SOUTH 00°24'12" WEST.
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored
in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements
and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be
done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing
surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the
entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the
Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows: N.A.
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc).
All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the
approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the
property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining
all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be
limited to the area(s) required for immediate construction operations, and for the shortest practical period of time.
6. 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 BMPs are 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 City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as
necessary in order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control
inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment
and debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public
rights of way, and make sure streets and walkways are cleaned at the end of each working day.
10. 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 waters of the United States.
11. 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 thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project
and before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any
pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete
truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are
necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and
federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout
material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the
concrete washout material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement
whatever measures are determined necessary, as directed by the City.
16. See separate Stormwater Management Plan / Erosion Control Report for WILLOW STREET RESIDENCES dated 10/31/2018 by Northern
Engineering Services, Inc., shall be followed and implemented for additional information.
17. All parties disturbing existing site soils shall adhere to the Soils Management Plan (SMP) for schrader shop property prepared by National
Inspection Services, dated March 27, 2018. Subsurface disturbance includes excavation, utility trenching, caisson drilling, dewatering, and
other such intrusive activities, as described in the SMP. The SMP describes the necessary procedures for the handling, re-use, transport,
and disposal of soils excavated during construction activities, including dewatering activities.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed
here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for
approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt).
The job mix shall be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing
edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean
construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting
rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in
conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The
determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with
adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement)
and as per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of
asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain
properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a
full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will
be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than
50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall
not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as
determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface.
The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence
of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking
Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and
placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of
striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies
identified during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of
Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer
determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and
striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Final Drainage Report for Willow Street Residences dated 10/31/2018 by Northern Engineering Services, Inc.,
shall be followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
E. Utility Notes
1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of
construction.
2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
water utility.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and
ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer
wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer
wire test lid per City Water Detail 25.
The City's Benchmark Statement format has been revised. See written comments.
11/20/18
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.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins 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 for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT
LOCATION
VICINITY MAP
BUILDING ARCHITECT
CIVIL ENGINEER
MECHANICAL ENGINEER
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 1-13
SOUTHWEST CORNER OF COLLEGE AVE. AND MAPLE ST. ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION = 4979.75
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 3-13
APPROX. 40 FT SOUTH OF THE LINDEN STREET BRIDGE OVER THE POUDRE RIVER ON THE WEST OF
OF LINDEN ST., ON A STORM INLET.
ELEVATION = 4962.27
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRE FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.17
BASIS OF BEARING:
THE BASIS OF BEARINGS IS THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 12 AS
BEARING SOUTH 00°24'12" WEST.
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
SHEET INDEX
OWNER/APPLICANT
C-000 COVER SHEET
C-001 GENERAL NOTES
C-100 EXISTING CONDITIONS AND DEMOLITION PLAN
C-200 HORIZONTAL CONTROL PLAN
C-201 SIGNAGE & STRIPING PLAN
C-300 - C-301 UTILITY PLAN
C-302 SANITARY LINES A AND C PLAN AND PROFILE
C-303 STORM LINE A PLAN AND PROFILE
C-304 STORM LINES A4.2-2, A5.3-2, AND A5.3-1.1 PLAN AND PROFILE
C-400 GRADING PLAN
C-401 SUBGRADE PLAN
C-500 DRAINAGE EXHIBIT
C-600 EROSION CONTROL PLAN
C-601 EROSION CONTROL DETAILS
C-700 - C-704 DETAILS
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power-- Rob Irish (970) 224-6167
CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------Centurylink------------------------------- Bill Johnson (970) 490-7501
WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
WASTEWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
** The underground utility locates are based upon the best available information at the time of locating.
Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of
data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior
to construction, and notify the Engineer of any discrepancies found.
OZ Architecture
3003 Larimer Street
Denver, CO 80205
Katy Candau
(303) 861-5704
ENGINEER ING
N O R T H E RN
ENGINEER ING
N O R T H E RN
CA Ventures
Ryan Sadowy
130 East Randolph St., Suite 2100
Chicago, IL 60601
(312) 800-5368
ORIGINAL FIELD SURVEY
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 1287-005
DATE: MARCH 2017
FINAL UTILITY PLANS FOR
WILLOW STREET RESIDENCES
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY LARIMER, STATE OF COLORADO
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
Northern Engineering Services, Inc.
Steve Lund, PLS
301 North Howes Street, Suite 100
Fort Collins, CO 80524
(970) 221-4158
SURVEYOR
Russell + Mills Studios
Paul Mills, RLA, ASLA
506 S. College Ave., Unit A
Fort Collins, CO 80524
(970) 484-8855
LANDSCAPE ARCHITECT
KL&A, Inc.
Evan Forbes
421 East Fourth St
Loveland, CO 80537
(970) 667-2426
STRUCTURAL ENGINEER
Bret's Electric, LLC
Justin Martin
8312 Raspberry Way, Suite A
Frederick, CO 80530
(720) 378-6497
ELECTRICAL ENGINEER
Earth Engineering Company, Inc.
David Richer, PE
4396 Greenfield Drive
Windsor, Colorado 80550
(970) 545-3908
Matt Delich, PE
Delich Associates
2272 Glen Haven Drive
Loveland, Colorado 80538
(970) 669-2061
GEOTECHNICAL ENGINEER
TRAFFIC ENGINEER
National Inspection Services
William J. Warren
1136 E. Stuart Street, Suite 4204
Fort Collins, Colorado 80525
(970) 482-1976
ENVIRONMENTAL CONSULTANT
OCTOBER 2018
The City's Benchmark Statement format has been revised. See written comments.
These do not match the
titles on these sheets.
11/20/18