HomeMy WebLinkAboutFOSSIL CREEK APARTMENTS (FORMERLY WATERSTONE APARTMENTS) - PDP - PDP170010 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSPP
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FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
CS2
CONSTRUCTION NOTES
GENERAL AND
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
A. GENERAL NOTES
1. All materials, workmanship, and construction of public 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.
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
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CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C21
DELTA
52°44'45"
90°00'00"
90°00'00"
63°05'46"
26°54'14"
26°54'14"
50°16'34"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
63°05'46"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
RADIUS
38.00'
38.00'
38.00'
38.00'
38.00'
38.00'
39.00'
39.00'
5.00'
5.00'
17.00'
13.00'
5.00'
5.00'
3.00'
3.00'
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LOT 5 LOT 4 LOT 3 LOT 2 LOT 1
LOT 6
LOT 5
BLOCK 7
BLOCK 1
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
8" SS 8" SS
6" W
6" W
6" W
6" W 6" W
6" W
6" W 6" W 6" W
6" W 6" W
6" W
6" W 6" W
6" W
6" W 6" W
6" W 6" W
6" W
W
W W
W W W W W W W W
W
W
W W
W
W
W
W W
W
W
6" W
LOT 1
RISING SON MINOR
SUBDIVISION
OWNER: HEALY
INVESTMENT COMPANY
SKYVIEW
SKYVIEW
X
X
X
X
X
X
X
X
8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
S
F
F
W
W
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5010
5015
5020
5025
5030
5035
5010
5015
5020
5025
5030
5035
16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
5020.77
5020.28
5020.34
5020.84
5021.34
5021.75
5022.00
5022.11
5022.06
5021.86
5021.51
5021.01
5020.36
5019.56
5018.72
5017.88
5017.04
5016.20
5015.37
5014.53
5013.77
5013.07
5012.82
2.00%
-3.35%
-2.74%
-1.96%
2.51%
PVI STA = 10+02.82
PVI ELEV = 5021.21
PVI STA = 10+61.26
PVI ELEV = 5020.04
PVI STA = 15+67.19
PVI ELEV = 5012.62
PVI STA = 15+82.63
PVI ELEV = 5013.01
220.0' VC
HP ELEV = 5022.11
HP STA = 12+04.88
PVI STA = 12+32.68
PVI ELEV = 5023.49
BVCS: 11+22.68
BVCE: 5021.29
EVCS: 13+42.68
EVCE: 5019.80
A.D. = 5.35
K = 41.11
4985
4990
4995
5000
5005
5010
4985
4990
4995
5000
5005
5010
17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
4998.42
4994.54
4994.71
4996.89
4999.08
5001.26
4997.58
4996.31
4995.27
4994.12
4994.01
4994.22
4995.26
4995.80
4996.35
4997.44
4997.99
4998.53
4999.62
5000.17
5000.72
5001.81
5002.35
5002.90
-5.10%
PVI STA = 10+82.78
PVI ELEV = 4998.18
31.1' VC
HP ELEV = 4998.43
HP STA = 10+97.78
PVI STA = 11+03.32
PVI ELEV = 4998.68
BVCS: 10+87.78
BVCE: 4998.31
EVCS: 11+18.86
EVCE: 4997.89
A.D. = 7.52
K = 4.13
145.7' VC
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00
5005.63
5007.81
5009.99
5012.18
5013.59
5013.68
5018.46
5003.99
5004.54
5005.08
5006.17
5006.72
5007.27
5008.36
5008.90
5009.45
5010.54
5011.09
5011.63
5012.72
5013.22
5013.51
5013.46
5013.24
5013.28
5014.44
5015.55
5016.98
5019.94
-0.94%
5.92%
PVI STA = 24+37.49
PVI ELEV = 5020.68
120.0' VC
LP ELEV = 5013.22
LP STA = 22+59.64
PVI STA = 23+03.24
PVI ELEV = 5012.73
BCVS: 22+43.24
BVCE: 5013.29
ECVS: 23+63.24
EVCE: 5016.28
A.D. = 6.86
W W
W
W
W
W W
W
W W
6" W
10' PAN
BEGIN 30" VERTICAL
CURB & GUTTER
EXISTING CURB &
GUTTER
87.76'
FL-FL
OWNER: HEALY INVESTMENT
COMPANY
KEL-MAR STRIP 2ND
5000
5005
5010
5015
5020
5025
5000
5005
5010
5015
5020
5025
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50
5007.57
5008.13
5008.72
5009.32
5010.00
5010.68
5011.36
5012.01
5012.67
5013.28
5013.83
5014.54
5015.04
5015.57
5016.01
5016.59
5017.21
5017.28
5017.65
5018.02
5018.36
5018.67
5018.98
5019.22
5019.47
5019.73
5019.98
5020.10
5020.23
6" W 6" W
6" W
12" W
12" W
12" W 12" W
W W W
W W
W W W
W W W W W W
W W
W W
W
W
W
6" W
10' PAN
97.43'
FL-FL
BEGIN 30" VERTICAL
CURB & GUTTER EXISTING CURB &
GUTTER
PROPOSED 30" VERTICAL
CURB & GUTTER
EXISTING STORM
DRAIN
OWNER: HEALY INVESTMENT
COMPANY
FUTURE VINYARD SUBDIVISION
BLOCK 1
LOT 2
OWNER:
HEALY
INVESTMENT
COMPANY
5000
5005
5010
5015
5020
5025
5000
5005
5010
5015
5020
5025
19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
5019.50
5019.28
5019.05
5018.80
5018.52
5018.21
5017.88
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LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 30
LOT 29
LOT 32
LOT 31
LOT 1
LOT 2 LOT 3 LOT 4
LOT 22
LOT 44
LOT 43
LOT 21
LOT 20
LOT 5 LOT 4 LOT 3 LOT 2 LOT 1
LOT 6
LOT 5
BLOCK 7
BLOCK 1
BLOCK 7
LOT 6
LOT 12
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" SS
8" W
8" W
8" W
12" W
12" W 12" W 12" W
12" W 12" W
8" SS
LOT 9 LOT 8 LOT 7
LOT 10
LOT 11
LOT 1
RISING SON MINOR
SUBDIVISION
OWNER: HEALY
INVESTMENT COMPANY
SKYVIEW 1ST SKYVIEW
SOUTH 13 SUBDIVISION
SOUTH 13 SUBDIVISION
FOSSIL CREEK MEADOWS
1ST SUBDIVISION
OWNER: CITY OF FORT COLLINS
TRACT A
ADER ESTATES PUD
LOT 6
ADER EXTSTES PUD
SKYVIEW
ADER ESTATES PUD
LOT 54A, AMEND PLAT OF
LOTS 54 & 55 OF
APPLEWOOD ESTATES
X
X
X
X X X
X
X
X
X
X
X
X
GAS
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X
G
BUILDING 4
BUILDING 3
BUILDING 5
BUILDING 6
BUILDING 2
POOL CLUBHOUSE
BUILDING 1
BUILDING 8
BUILDING 9
GARAGE 4
GARAGE 3
GARAGE 2
GARAGE 1
BUILDING 10
BUILDING 11
BUILDING 7
S
S
UD
UD
UD
UD
UD
CRESTRIDGE DRIVE
VENUS AVENUE
OWNER: THE VINEYARD
CHURCH OF FORT COLLINS
LOT 1
RISING SON
MINOR
SUBDIVISION
OWNER: HEALY
INVESTMENT
COMPANY
LOT 5 LOT 4
BLOCK 7
LOT 3
SKYVIEW
LOT 2 LOT 1 SKYVIEW
LOT 5
BLOCK 1
LOT 6
CITY OF FORT COLLINS
NATURAL RESOURCE AREA
CITY OF FORT COLLINS
NATURAL RESOURCE AREA
OWNER: CITY OF FORT
COLLINS
TRACT A
ADER ESTATES PUD
VENUS AVENUE
(PRIVATE DRIVE)
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
CRIMP AND MULCH OPEN
AREAS AS NEEDED FOR
TEMP STABILIZATION
CONTRACTOR **MUST**
PREVENT **ALL** TRACKING
OF SEDIMENT AND DEBRIS ONTO
PERVIOUS PAVEMENTS
CONTRACTOR **MUST**
PREVENT **ALL** TRACKING
OF SEDIMENT AND DEBRIS ONTO
PERVIOUS PAVEMENTS
SF
SF
SF
SF
SF
SF
SF
CONSTRUCTION
STAGING
AREA
SF
SF
SF
PP
CIP
CIP
CIP
TRM CIP
WD WD WD IP
ST
ST
IP
ST
IP
VTC
RS
SF
SF
SF
SF
WD
SF
CF
SF
WD WD WD
SF
ST
IP
IP
CIP
IP
CIP CIP
CIP
CIP
CIP
IP
IP
RS
RS
W
CIP
CWA
WD
WD
WD
WD
WD
ECB
ECB
ECB
ECB
ECB
TRM
TRM
TRM
CIP
SF
SF
SF
SF
ECB
ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
W W
UGQ
UGQ
PP
PP
UGQ
RG
RG
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
EC1
(STATIC SITE PLAN)
EROSION CONTROL PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
27
NORTH
( IN FEET )
0
1 INCH = 100 FEET
100 100 200 300
PROJECT BENCHMARKS
PROJECT DATUM: NAVD 88
BENCHMARK #1:
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RSC) THE STATION IS
LOCATED ABOUT 5 MI (8.0 KM) SOUTH OF FORT COLLINS, 2.5 MI (4.0 KM) NORTH OF
LOVELAND AND 1.5 MI (2.4 KM) SOUTHWEST OF WARREN LAKE, AT U. S. HIGHWAY
287 MILEPOST 341.35, IN THE SOUTHWEST 1/4 OF SECTION 1, T 6 N, R 69 W.
OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY TO REACH
THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 287 AND STATE
HIGHWAY 14 IN FORT COLLINS, GO SOUTH ON U. S. HIGHWAY 287 FOR 5.45 MI (8.77
KM) TO THE STATION ON THE LEFT THE STATION IS A STANDARD DISK SET IN A
DRILL HOLE NEAR THE CENTER OF THE SOUTHERN 1/4 OF A 10- BY 68-FOOT
EXPOSED SANDSTONE OUTCROP. IT IS 78.1 FT (23.8 M) NORTH OF THE ENTER OF A
GATE AND DIRT ROAD LEADING EAST, 68.9 FT (21.0 M) EAST OF THE CENTER LINE OF
THE NORTH BOUND LANES OF THE HIGHWAY, 11.5 FT (3.5 M) WEST OF THE EASTERN
RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST AND ABOUT 10 FT
(3.0 M) ABOVE THE HIGHWAY. Elevation = 4971.76 NAVD88
BENCHMARK #2:
City of Fort Collins Benchmark 43-94
ON TOP OF THE NORTHEAST WINGWALL OF THE BRIDGE ON FOSSIL CREEK DR.
OVER FOSSIL CREEK POND. JUST EAST OF PLEASANT LANE.
Elevation = 4972.68 NAVD88
IF NGVD 29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED:
NGVD 29 UNADJUSTED = NAVD 88 - 3.21.
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
FIELD SURVEY BY:
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 25.1 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT
AREA IF ACCESS IS OFF PAVEMENT.
5. REFER TO THE "PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR FOSSIL
CREEK APARTMENTS" BY NORTHERN ENGINEERING, DATED FEBRUARY 15, 2017 FOR
ADDITIONAL INFORMATION.
GENERAL NOTES:
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
VEHICLE TRACKING CONTROL PAD
SILT FENCE
SWALE WATTLE DIKE
DROP INLET WATTLE/BLOCK & GRAVEL FILTER
ROCK SOCK
CONCRETE WASHOUT AREA
TEMPORARY BMP'S
SF
LIMITS OF DISTURBANCE
WD
VTC
SF
IP
RS
CWA
CURB INLET PROTECTION CIP
RAIN GARDEN
WATTLE W
EROSION CONTROL BLANKET ECB
PERMANENT BMP'S
TURF REINFOREMENT MAT TRM
SEDIMENT BASIN ST
Northern Engineering Services, Inc
NE Project No. 1099-001
Date: October 28, 2015
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: FOSSIL CREEK APARTMENTS
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.
EROSION CONTROL NOTES:
UNDERGROUND WATER QUALITY CHAMBER UGQ
PERMEABLE PAVERS PP
RG
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8" SS
8" SS
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
18" SS
18" SS
18" SS
18" SS
18" SS
18" SS 18" SS
18" SS
18" SS
18" SS
15" SS
15" SS
15" SS
15" SS
15" SS
15" SS
15" SS 15" SS
15" SS
15" SS
15" SS
6" W
6" W
6" W
6" W 6" W
6" W
6" W
6" W 6" W
6" W
6" W
6" W
6" W
8" SS
6" W
6" W 6" W
12" W
12" W 12" W 12" W
12" W 12" W
12" W
W W
W
W
W W W W
W
W W
W
W
8" SS
18" SS
18" SS
X X
X X
X
X
X X
X
X
X
X
X
X
X
X
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
15" SS
15" SS
15" SS
15" SS
15" SS 15" SS
S
S GAS
SSANI
18" SS
18" SS
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
UD
UD
UD
UD
UD
U
D
BLOCK 7
FUTURE
VINYARD SUBDIVISION
BLOCK 1
LOT 2
LOT 1
RISING SON
MINOR
SUBDIVISION
OWNER: HEALY
INVESTMENT
COMPANY
CITY OF FORT COLLINS NATURAL
RESOURCE AREA
CITY OF FORT COLLINS NATURAL
RESOURCE AREA
OWNER: CITY OF FORT
COLLINS
TRACT A
ADER ESTATES PUD
OWNER: THE VINEYARD CHURCH
OF FORT COLLINS
FUTURE
VINYARD SUBDIVISION
BLOCK 1
LOT 1
ADER ESTATES PUD
OWNER: HENDRIE FAMILY
TRUST
LOT 54A, AMEND PLAT OF LOTS
54 & 55 OF APPLEWOOD ESTATES
SOUTH 13
SUBDIVISION
FOSSIL CREEK MEADOWS
1ST AMD
KEL-MAR
STRIP
2ND
OWNER:
HEALY INVESTMENT
COMPANY
LOT 5 LOT 4 LOT 3
SKYVIEW
SUBDIVISION
LOT 2 LOT 1
LOT 5
BLOCK 1
LOT 6 SSTM INV. LLC
LOT 9 LOT 8 LOT 7 LOT 6
LOT 10
LOT 11
LOT 12
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 32
LOT 2
LOT 1
SOUTH 13
SUBDIVISION
5
12 5
1 6
7
8
3
4
12
11
2 9
OS3
OS1b
10
DETENTION POND 1
FOSSIL CREEK
SMOKEY STREET
BUENO DRIVE
MILKY WAY DRIVE
VENUS AVENUE
(PRIVATE DRIVE)
BUILDING 4
BUILDING 3
BUILDING 5
BUILDING 6
BUILDING 2
POOL
CLUBHOUSE
BUILDING 1
BUILDING 8
BUILDING 9
GARAGE 3 GARAGE 4
GARAGE 2
GARAGE 1
BUILDING 10
BUILDING 11
BUILDING 7
W CRESTRIDGE DRIVE
VENUS DRIVE
RAIN GARDEN RAIN GARDEN
DETENTION POND 2
DETENTION POND 3
DETENTION POND 4
PERMEABLE
PAVERS
STORMTECH®
CHAMBERS
INLET/ LOT 2
OUTLET STRUCTURE
OUTLET
STRUCTURE
OUTLET
STRUCTURE
STORM FES
STORM FES
OUTLET
STRUCTURE
STORM FES
STORM
INLET
STORM
INLET
STORM
INLET
STORM
INLET
STORM FES
STORM
INLET
STORM FES
STORM FES
STORM
INLET
STORM FES
OUTLET
STRUCTURE
STORM FES
STORM
INLET
STORM
INLET
STORM FES
STORM
INLET
STORM
INLET
STORM FES
STORM
INLET
INLET/ LOT 2
OUTLET STRUCTURE
STORM INLET
STORMTECH®
CHAMBERS
STORM
INLET
STORMTECH®
CHAMBERS &
PERMEABLE PAVERS
2
3
4
13
OS1a
OS2
12
1
8
OS1b
6
7
10
9
11
OS1a
OS2
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
DR1
DRAINAGE EXHIBIT
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
26
NORTH
( IN FEET )
0
1 INCH = 80 FEET
80 80 160 240
LEGEND:
4953
PROPOSED CONTOUR 93
PROPOSED STORM DRAIN
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
DESIGN POINT 1
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROJECT BENCHMARKS
NOTES:
1. REFER TO THE "PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR
FOSSIL CREEK APARTMENTS" BY NORTHERN ENGINEERING, DATED FEBRUARY 15,
2017 FOR ADDITIONAL INFORMATION.
BASIN
DESIGNATION
BASIN
AREA (AC)
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
PROPOSED UNDERDRAIN UD
PERMEABLE PAVERS
PROJECT DATUM: NAVD 88
BENCHMARK #1:
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RSC) THE STATION IS
LOCATED ABOUT 5 MI (8.0 KM) SOUTH OF FORT COLLINS, 2.5 MI (4.0 KM) NORTH OF
LOVELAND AND 1.5 MI (2.4 KM) SOUTHWEST OF WARREN LAKE, AT U. S. HIGHWAY
287 MILEPOST 341.35, IN THE SOUTHWEST 1/4 OF SECTION 1, T 6 N, R 69 W.
OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY TO REACH
THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 287 AND STATE
HIGHWAY 14 IN FORT COLLINS, GO SOUTH ON U. S. HIGHWAY 287 FOR 5.45 MI (8.77
KM) TO THE STATION ON THE LEFT THE STATION IS A STANDARD DISK SET IN A
DRILL HOLE NEAR THE CENTER OF THE SOUTHERN 1/4 OF A 10- BY 68-FOOT
EXPOSED SANDSTONE OUTCROP. IT IS 78.1 FT (23.8 M) NORTH OF THE ENTER OF A
GATE AND DIRT ROAD LEADING EAST, 68.9 FT (21.0 M) EAST OF THE CENTER LINE OF
THE NORTH BOUND LANES OF THE HIGHWAY, 11.5 FT (3.5 M) WEST OF THE EASTERN
RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST AND ABOUT 10 FT
(3.0 M) ABOVE THE HIGHWAY. Elevation = 4971.76 NAVD88
BENCHMARK #2:
City of Fort Collins Benchmark 43-94
ON TOP OF THE NORTHEAST WINGWALL OF THE BRIDGE ON FOSSIL CREEK DR.
OVER FOSSIL CREEK POND. JUST EAST OF PLEASANT LANE.
Elevation = 4972.68 NAVD88
IF NGVD 29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED:
NGVD 29 UNADJUSTED = NAVD 88 - 3.21.
1
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100
Tc
(min)
Q2
(cfs)
Q100
(cfs)
1 1 1.97 0.66 0.82 8.3 3.1 13.5
2 2 1.60 0.48 0.60 13.4 1.5 6.7
3 3 1.66 0.68 0.85 8.1 2.7 11.8
4 4 0.13 0.42 0.53 7.1 0.1 0.6
5 5 2.07 0.77 0.96 9.0 3.7 16.0
6 6 2.88 0.81 1.01 8.3 5.6 24.4
7 7 2.61 0.46 0.58 10.3 2.7 11.7
8 8 0.86 0.25 0.31 10.1 0.5 2.1
9 9 0.26 0.73 0.92 5.9 0.5 2.3
11 11 0.38 0.81 1.02 6.8 0.8 3.5
12 12 5.09 0.29 0.36 18.9 2.5 10.7
OS1a OS1a 1.45 0.29 0.36 11.9 0.9 3.8
OS1b OS1b 5.88 0.29 0.36 14.0 3.3 14.4
OS2 OS2 1.87 0.81 1.01 11.0 3.3 14.3
OS3 OS3 2.55 0.44 0.55 10.0 2.5 11.0
/
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/
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/
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/ / / / /
/
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/
/
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/ /
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/
/
/
/
/
/
/ / / /
/
/
/
/
/
/
/
/ / / /
/ /
/
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/
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X
X
X
X
X X X
X
B M
X
EXISTING
88'
FL-FL
PROPOSED
97'
FL-FL
12' TRAVEL LANE
14'
8'
12'
12'
15'
12'
12'
12'
12' TRAVEL LANE
12' TRAVEL LANE
12' TRAVEL LANE
12' BIKE LANE / SHOULDER
8' BIKE LANE
14' TURN LANE
390' TAPER
599' TAPER + DECELERATION
18.5:1 TAPER
CITY OF FORT COLLINS NATURAL
RESOURCE AREA
SECTION LINE
EXISTING C&G LIP
PROPOSED 9'
ADDITIONAL PAVEMENT
D
STA.=33+77.67
OFFSET=39.65'
STA.=35+27.64 BEGIN 3
OFFSET=31.48'
BEGIN 6
STA.=31+60.85
OFFSET=31'
BEGIN 1
END 6
STA.=31+55.59
OFFSET=39'
BEGIN 4
END 3
FOSSIL CREEK
MEADOWS 1ST AMD
PROPOSED VERTICAL
CURB & GUTTER
14' ACCELERATION /
RIGHT TURN LANE
14'
8'
12'
13'
15'
12'
12'
8' BIKE LANE
12' TRAVEL LANE
13' TRAVEL LANE
15' MEDIAN
12' TRAVEL LANE
12' TRAVEL LANE
R20'
PROPOSED STRIPING (TYP.)
EXISTING STRIPING (TYP.)
EXISTING VERTICAL
CURB & GUTTER
600' DECELERATION
60' STORAGE
10'
SECTION LINE
EXISTING C&G LIP
PROPOSED 10'
ADDITIONAL PAVEMENT D
D
H H
D
STA.=26+78.41
OFFSET=35'
BEGIN 6
END 1
STA.=26+78.05
OFFSET=43'
BEGIN 3
END 4
STA.=23+99.92
OFFSET=38'
BEGIN 1
END 6
STA.=23+99.97
OFFSET=46'
BEGIN 4
END 3
STA.=20+17.99
OFFSET=40.77'
END 6
STA.=20+18.03
OFFSET=48.77'
END 4
12' BIKE LANE / SHOULDER
PROPOSED
98'
FL-FL
SOUTH 13 SUBDIVISION
FUTURE VINYARD SUBDIVISION
BLOCK 1
LOT 2
OWNER:
HEALY
INVESTMENT
COMPANY
OWNER: HEALY INVESTMENT
COMPANY
EXISTING
88'
FL-FL
EXISTING
133' ROW
12' TRAVEL LANE
12' TRAVEL LANE
12' TRAVEL LANE
12' TRAVEL LANE
13' BIKE LANE/SHOULDER
13'
12'
12'
15'
12'
12'
15' TURN LANE
10' PAN
R20'
EXISTING VERTICAL
CURB & GUTTER
EXISTING STRIPING (TYP.)
11'
SECTION LINE
12' BIKE LANE / SHOULDER
KEL-MAR STRIP 2ND
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
R8
SIGNAGE & STRIPING PLAN
U.S. HIGHWAY 287 (COLLEGE AVE.)
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
25
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
KEYMAP
GAS
SANI
R8
R8
R8
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
10 YELLOW ISLAND CROSS HATCHING
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
6" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 12' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
L
H
D
C
B
A K
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
11 MEDIAN LINE YELLOW 18" WIDE
50' O.C. 45° ANGLES
10' 30' 10' 30' 10' 12 4" BROKEN WHITE 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
6" WHITE DASHED LINE 3' 9' 3' 9' 3'
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A. ALL SIGNAGE AND MARKING IS SUBJECT TO THE TRAFFIC SIGNING AND PAVEMENT
MARKING CONSTRUCTION NOTES ON SHEET C001 OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B. 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 RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE
AND/OR STRIPING IF THE CITY OF FORT COLLINS 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).
C. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS
ON SAME POLE, PER LCUASS DRAWING 1401.
STRIPING LEGEND:
STRIPING NOTES:
8" WHITE DASHED LINE 3' 9' 3' 9' 3'
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
30' 10' 30' 10' PREFORMED PLASTIC PAVEMENT MARKING
MATCHLINE-SEE BOTTOM LEFT MATCHLINE-SEE MIDDLE LEFT
MATCHLINE-SEE MIDDLE RIGHT MATCHLINE-SEE TOP RIGHT
/
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/
/
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/
/
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/
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/
/
/ /
/ /
/
/ / / /
/ /
/
/ /
/
/
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/
/
/
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/
/
/ /
/
/ /
/
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/
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/ /
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/ /
/
/
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/
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/ /
/ / / /
/
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/
/
B M
EXISTING CURB &
GUTTER
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
37+50 38+00 39+00 40+00 41+00 41+50
4961.03
4960.55
4960.10
4959.64
4959.25
4958.92
4958.58
4958.26
4957.97
4957.67
4957.38
4957.45
4957.11
4957.00
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
37+50 38+00 39+00 40+00 41+00 41+50
4961.97
4961.21
4961.20
4960.55
4960.21
4959.98
4959.40
4959.21
4958.99
4958.43
4958.21
4958.04
4957.48
EXISTING
GROUND
EXISTING
GROUND
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
R7
PLAN AND PROFILE
COLLEGE AVENUE
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
24
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
KEYMAP
GAS
SANI
CENTERLINE
COLLEGE AVE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. 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.
5. REFER TO SHEETS XX FOR SIGNING AND STRIPING INFORMATION.
6. REFER TO SHEETS XX FOR INTERSECTION DETAILS.
7. REFER TO SHEETS XX FOR CROSS-SECTION INFORMATION.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
LEFT FLOWLINE
COLLEGE AVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH STA
37+50
MATCH LINE SEE SHEET R6 STA 37+50 MATCH LINE SEE SHEET STA 37+50
R6
R4
R5
R6
R7
/
/
/
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/
/ /
/
/ /
/
/ /
/ /
/
/
/
/ /
/
/ / /
/
/ / /
/
/
12" W 12" W
12" W
12" W 12" W
12" W
12" W 12" W 12" W
12" W 12" W
12" W 12" W 12" W
X
X
X
X
X X X
X
G
AS
X
G
G G
G
G
97'
FL-FL
END 30" VERTICAL
CURB & GUTTER
EXISTING CURB &
GUTTER
PROPOSED 30" VERTICAL
CURB & GUTTER
EXISTING CURB &
GUTTER
CITY OF FORT COLLINS NATURAL
RESOURCE AREA
FOSSIL CREEK
MEADOWS 1ST AMD
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
28+00 29+00 30+00 31+00 32+00 32+50
4960
4965
4970
4975
4980
4985
4960
4965
4970
4975
4980
4985
32+50 33+00 34+00 35+00 36+00 37+00 37+50
5002.36
5002.39
5000.09
4999.34
4998.31
4997.26
4995.89
4994.66
4993.44
4991.80
4990.94
4989.19
4986.59
4985.81
4985.56
4983.43
4982.31
4980.47
4979.37
4978.61
4977.09
4975.79
4974.51
4973.27
4972.08
4970.94
4969.84
4968.86
4967.89
4967.01
4966.13
4965.25
4964.42
4963.59
4962.76
4962.13
-4.06%
-4.37%
-3.76%
PVI STA = 29+54.82
PVI ELEV = 4996.67
PVI STA = 28+83.74
PVI ELEV = 4999.55
240.0' VC
PVI STA = 31+48.80
PVI ELEV = 4988.20
BVCS: 30+28.80
BVCE: 4993.44
A.D. = 1.18
K = 202.69
-5.55%
PVI STA = 33+46.87
PVI ELEV = 4977.20
EVCS: 32+68.80
EVCE: 4981.54
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
28+00 29+00 30+00 31+00 32+00 32+50
4960
4965
4970
4975
4980
4985
4960
4965
4970
4975
4980
4985
32+50 33+00 34+00 35+00 36+00 37+00 37+50
5002.79
5001.77
5000.70
4999.67
4998.61
4997.57
4996.54
4995.49
4994.41
4993.31
4992.01
4990.80
4989.67
4988.37
4987.22
4986.00
4984.63
4982.02
4980.67
4979.32
4977.98
4976.66
4975.42
4974.22
4973.00
4971.89
4970.86
4969.82
4968.83
4967.91
4967.05
4966.21
4965.44
4964.62
4963.80
4963.10
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
R6
PLAN AND PROFILE
COLLEGE AVENUE
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
23
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
KEYMAP
GAS
SANI
CENTERLINE
COLLEGE AVE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. 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.
5. REFER TO SHEETS XX FOR SIGNING AND STRIPING INFORMATION.
6. REFER TO SHEETS XX FOR INTERSECTION DETAILS.
7. REFER TO SHEETS XX FOR CROSS-SECTION INFORMATION.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
LEFT FLOWLINE
COLLEGE AVE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE STA MATCH LINE SEE SHEET R7 STA 37+50
SEE SHEET R7 37+50
LINE
MATCH STA
37+50
MATCH LINE SEE SHEET R5 STA 28+00 MATCH LINE SEE SHEET STA 28+00
R5 LINE
MATCH STA
28+00
R4
R5
R6
R7
5017.53
5017.15
5016.75
5016.32
5015.87
5015.39
5014.89
5014.37
5013.82
5013.24
5012.65
5012.02
5011.38
5010.71
5010.02
5009.33
5008.61
5007.86
5007.08
5006.27
5005.42
5004.55
5003.64
-3.76%
-0.84%
-2.74%
PVI STA = 20+40.61
PVI ELEV = 5019.57
200.0' VC
PVI STA = 26+86.58
PVI ELEV = 5006.96
BVCS: 25+86.58
BVCE: 5009.70
EVCS: 27+86.58
EVCE: 5003.21
A.D. = 1.02
K = 196.54
488.0' VC
PVI STA = 23+07.95
PVI ELEV = 5017.34
A.D. = 1.90
K = 256.32
BVCS: 20+63.94
BVCE: 5019.38
EVCS: 25+51.97
EVCE: 5010.65
EXISTING
GROUND
5000
5005
5010
5015
5020
5025
5000
5005
5010
5015
5020
5025
19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
5021.21
5021.17
5020.99
5020.78
5020.37
5020.21
5019.85
5019.52
5019.15
5018.79
5018.21
5017.95
5017.54
5017.12
5016.70
5016.21
5015.73
5015.21
5014.87
5014.34
5013.75
5013.19
5012.53
5011.85
5011.15
5010.39
5009.61
5008.86
5008.11
5007.25
5006.36
5005.57
5004.66
EXISTING
GROUND
EXISTING
GROUND
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
R5
PLAN AND PROFILE
COLLEGE AVENUE
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
22
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
KEYMAP
GAS
SANI
CENTERLINE
COLLEGE AVE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. 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.
5. REFER TO SHEETS XX FOR SIGNING AND STRIPING INFORMATION.
6. REFER TO SHEETS XX FOR INTERSECTION DETAILS.
7. REFER TO SHEETS XX FOR CROSS-SECTION INFORMATION.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
LEFT FLOWLINE
COLLEGE AVE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE STA MATCH LINE SEE SHEET R6 STA 28+00
SEE SHEET R6 28+00
LINE
MATCH STA
28+00
MATCH LINE SEE SHEET R4 STA 19+50 LINE
MATCH STA
MATCH LINE SEE SHEET R4 STA 19+50 19+50
R4
R5
R6
R7
5020.34
5020.46
5020.54
5020.60
5020.63
5020.63
5020.58
5020.55
5020.49
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
5000
5005
5010
5015
5020
5025
5000
5005
5010
5015
5020
5025
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50
5008.81
5009.37
5009.97
5010.59
5011.21
5011.79
5012.39
5013.21
5013.75
5014.31
5014.91
5015.21
5016.07
5016.21
5016.23
5017.18
5018.02
5018.21
5018.55
5019.05
5019.21
5019.24
5019.96
5020.21
5020.21
5020.15
5020.13
5020.15
5020.67
5021.11
5021.07
5021.06
5021.05
5021.04
5021.04
5021.07
5021.03
5021.06
EXISTING
GROUND
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
R4
PLAN AND PROFILE
COLLEGE AVENUE
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
21
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
KEYMAP
GAS
SANI
CENTERLINE
COLLEGE AVE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. 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.
5. REFER TO SHEETS XX FOR SIGNING AND STRIPING INFORMATION.
6. REFER TO SHEETS XX FOR INTERSECTION DETAILS.
7. REFER TO SHEETS XX FOR CROSS-SECTION INFORMATION.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
LEFT FLOWLINE
COLLEGE AVE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE STA MATCH LINE SEE SHEET R5 STA 19+50
SEE SHEET R5 19+50
LINE
MATCH STA
19+50
R4
R5
R6
R7
K = 17.49
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
93.6' VC
HIGH PT ELEV = 5013.59
HIGH PT STA = 21+97.48
PVI STA = 21+78.80
PVI ELEV = 5013.90
A.D. = 3.12
K = 30.00
BVCS: 21+31.98
BVCE: 5012.88
EVCS: 22+25.62
EVCE: 5013.46
X
X
X
OWNER: THE VINEYARD
CHURCH OF FORT COLLINS
LOT 1
RISING SON MINOR
SUBDIVISION
CRESTRIDGE DRIVE
(SEE SHEET
R1
)
8' PAN
VENUS AVENUE
∆
24'
FL-FL
EXISTING
60' ROW
SKYVIEW
BLOCK 7
LOT 1
SKYVIEW
LOT 6
BLOCK 1
PROPOSED 30" VERTICAL
CURB & GUTTER
EXISTING VERTICAL
CURB & GUTTER PROPOSED 30"
VERTICAL CURB &
GUTTER
EXISTING
PROPERTY LINE
PROPOSED 20'
FIRE ACCESS ROAD
24' U&EAE
51' UTILITY & ACCESS
EASEMENT
(BY SEPARATE DOCUMENT)
PROPOSED
STORM INLET
PROPOSED
DRIVEWAY ACCESS
STA. = 21+38.60
(VENUS AVENUE)
STA. = 15+82.63
(CRESTRIDGE DRIVE)
VENUS AVENUE
(PRIVATE DRIVE)
SIGHT DISTANCE
EASEMENT
(BY SEPARATE
DOCUMENT)
10' SIDEWALK
10' SIDEWALK
SPEED LIMIT
15 MPH
STOP/STREET SIGN
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
R3
PLAN AND PROFILE
VENUS AVENUE
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
20
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
KEYMAP
GAS
SANI
R2
R3
CENTERLINE
VENUS AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. 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.
5. REFER TO SHEETS XX FOR SIGNING AND STRIPING INFORMATION.
6. REFER TO SHEETS XX FOR INTERSECTION DETAILS.
7. REFER TO SHEETS XX FOR CROSS-SECTION INFORMATION.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
MATCH LINE SEE SHEET R2 STA 17+00
LINE
MATCH
STA
17+00
LP ELEV = 4994.01
LP STA = 12+45.95
PVI STA = 12+16.77
PVI ELEV = 4992.89
BCVS: 11+43.92
BVCE: 4996.61
ECVS: 12+89.62
EVCE: 4994.48
A.D. = 7.28
K = 20.00
12" W 12" W
12" W
G
G
G
G
UD
UD
UD
PROPOSED 30" VERTICAL
CURB & GUTTER
PROPOSED 30" VERTICAL
CURB & GUTTER
10' SIDEWALK
∆
24'
FL-FL
51' UTILITY & ACCESS
EASEMENT
(BY SEPARATE DOCUMENT)
EXISTING
PROPERTY LINE
BUILDING 10 BUILDING 11
PROPOSED
PROPOSED STORM DRAIN
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM INLET
PROPOSED
STORM INLET
PROPOSED
STORM INLET
STA. = 10+00.00
(VENUS AVENUE)
STA. = 29+13.43
(COLLEGE AVENUE)
EXISTING PROJECT
BOUNDARY
25.5' UE
9.5' EAE
26' UTILITY & ACCESS
EASEMENT
(BY SEPARATE DOCUMENT)
5' SIDEWALK
10' PAN
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
R2
PLAN AND PROFILE
VENUS AVENUE
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
19
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
KEYMAP
GAS
SANI
R2
R3
CENTERLINE
VENUS AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. 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.
5. REFER TO SHEETS XX FOR SIGNING AND STRIPING INFORMATION.
6. REFER TO SHEETS XX FOR INTERSECTION DETAILS.
7. REFER TO SHEETS XX FOR CROSS-SECTION INFORMATION.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
LINE
MATCH
STA
17+00
MATCH LINE SEE SHEET R3 STA 17+00
50.0' VC
PVI STA = 15+15.17
PVI ELEV = 5014.02
BCVS: 14+90.17
BVCE: 5014.86
ECVS: 15+40.17
EVCE: 5013.34
A.D. = 0.61
K = 81.78
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
57' ROW
PROPOSED
36'
FL-FL
OWNER: THE
VINEYARD
CHURCH OF
FORT
COLLINS
LOT 1
RISING SON MINOR
SUBDIVISION
OWNER: HEALY INVESTMENT
COMPANY
CRESTRIDGE DRIVE
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
PROPOSED 30"
VERTICAL CURB &
GUTTER
PROPOSED VERTICAL
CURB & GUTTER
10' PAN
8' PAN
VENUS AVENUE
(SEE SHEET
R3
)
VENUS AVENUE
(SEE SHEET
R3
)
STA. = 15+82.63
(CRESTRIDGE DRIVE)
STA. = 21+38.60
(VENUS AVENUE)
STA. = 10+00.00
(CRESTRIDGE DRIVE)
STA. = 20+00.00
(COLLEGE AVENUE)
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
R1
PLAN AND PROFILE
CRESTRIDGE DRIVE
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
18
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
KEYMAP
GAS
SANI
R1
CENTERLINE
CRESTRIDGE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. 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.
5. REFER TO SHEETS XX FOR SIGNING AND STRIPING INFORMATION.
6. REFER TO SHEETS XX FOR INTERSECTION DETAILS.
7. REFER TO SHEETS XX FOR CROSS-SECTION INFORMATION.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
/
/
/ /
/ /
X
X
X
X
X X
X
X
X
X
BUILDING 7
VENUS AVENUE
VENUS AVENUE
(PRIVATE DRIVE)
CRESTRIDGE DRIVE
OWNER: HEALY
INVESTMENT COMPANY
LOT 1
RISING SON MINOR
SUBDIVISION
LOT 1
RISING SON MINOR
SUBDIVISION
OWNER: HEALY
INVESTMENT COMPANY
LOT 5 LOT 4
BLOCK 7
LOT 3
SKYVIEW
LOT 2 LOT 1
SKYVIEW
LOT 5
BLOCK 1
LOT 6
BUILDING 7
17:1
4:1
4:1
4:1
(7.3%)
(2.8%)
4:1
5:1
4:1
4:1
4:1
(3.3%)
3.6%
(1.5%)
25:1
5.3%
5.4%
3.5%
3.8%
3.4%
3.1%
(2.0%)
(2.5%)
2.0%
2.7%
5.4%
4:1
4:1
PROPOSED
57' ROW
EXISTING
60' ROW
EXISTING
60' ROW
36'
FL-FL
5' SIDEWALK
5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
EXISTING
±150' ROW
(2.9%)
(0.0%)
(8.7:1)
(2.7:1)
(5.4:1)
(6.8%)
VINYARD SUBDIVISION
BLOCK 1
LOT 2
VINYARD SUBDIVISION
BLOCK 1
LOT 1
FFE=16.00
5.00
16.00
16.00
PROPOSED FES
EXISTING ROCK
OUTCROPPING
EROSION
BUFFER LIMITS
PROPOSED
OUTLET
STRUCTURE
DETENTION
POND 4
APPROXIMATE FUTURE 100-YR
WSEL WITH THE DEVELOPMENT
OF LOT 1 BLOCK 1 VINYARD
SUBDIVISION. (SEE SHEET DR1
FOR MORE INFORMATION)
PROPOSED FES
PROPOSED PROPOSED FES
AREA INLET
PROPOSED INLETS
PROPOSED FES
PROPOSED INLET
5.0%
2.2%
1.3%
1.6%
1.7%
2.2% 2.3%
2.3%
2.3%
0.5%
1.0%
24'
FL-FL
51' UTILITY & ACCESS
EASEMENT
(BY SEPARATE DOCUMENT)
3.3%
1.6%
10' SIDEWALK
FUTURE 5' SIDEWALK
10' SIDEWALK
5:1
8' SIDEWALK
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
G4
GRADING PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
17
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. ALL CURB SPOTS ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED
GRADE ELEVATIONS.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
NOTES:
2.0%
PEDESTRIAN ACCESS RAMPS
(47.45)
EXISTING SPOT ELEVATION
PROPOSED CURB & GUTTER
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED UNDERDRAIN UD
EXISTING DRAINAGE/IRRIGATION CHANNEL
EROSION BUFFER LIMITS
EXISTING WETLANDS
KEYMAP
GAS
SANI
MATCHLINE - SEE SHEET G3
MATCHLINE - SEE SHEET G1
G1
G2
G3
G4
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18" SS 18" SS
18" SS
X
X
X
X
X
X
X
X
S
S GAS
18" SS
18" SS
18" SS
18" SS
18" SS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
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X
X X X X
X
G
G G
G
G
CLUBHOUSE
BUILDING 1
BUILDING 8
BUILDING 9
GARAGE 4
GARAGE 3
GARAGE 2
GARAGE 1
BUILDING 10
BUILDING 11
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
VENUS AVENUE
(PRIVATE DRIVE)
CITY OF FORT COLLINS
NATURAL RESOURCE AREA
CLUBHOUSE
BUILDING 1
GARAGE 2
GARAGE 1
BUILDING 10
BUILDING 11
BUILDING 9
BUILDING 8
5.1%
4.7%
5.2%
5.8%
4.3%
6:1
4:1
2.5%
2.7%
6.7%
6:1
7:1
4:1
4:1
2.8%
4:1
4:1
4:1
4:1
2.8%
1.9%
4:1
4:1
4:1
3:1
4:1
2:1
4:1
5:1
5:1
7:1
5:1
4:1
4:1
2.8%
4:1
3.6%
4:1
4.4%
3.6%
5.4%
5.6%
5.8%
6.1%
6.2%
4:1
FUTURE 10'
TRAIL
20' DRAINAGE
EASEMENT
30' SFCSD SANITARY
SEWER EASEMENT
75' TEMPORARY
CONSTRUCTION EASEMENT
EXISTING
±158' ROW
EXISTING
±86'
FL-FL
5' SIDEWALK
5' SIDEWALK
10' SIDEWALK
5' SIDEWALK
5.5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
6.5' SIDEWALK
10' SIDEWALK 5' SIDEWALK
10' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
6' SIDEWALK
8:1
19:1
2:1
5:1
5:1
6:1
2.4%
2:1
(6.9%)
(4.0%)
(3.6%)
(6.2%)
(2.4:1)
(2.0:1)
(2.5:1)
(2.5:1)
(3.1:1)
11.8%
(12.6%)
(7.5%)
(10.5%)
(9.7%)
(5.0%)
(2.9%)
(8.9%)
FUTURE VINYARD
SUBDIVISION
BLOCK 1
LOT 2
FFE=95.00
FFE=90.50
FFE=75.50
FFE=74.91
FFE=98.89
FFE=95.50 FFE=92.50
FFE=99.50 FFE=96.50
95.00
90.50
90.50
77.50
77.50
80.76
75.50
74.91
74.51
98.89
98.89
87.89
87.89
93.00
96.00
82.00
85.00
93.99
93.50
90.50
98.01
97.50
94.50
PROPOSED
FES
PROPOSED INLETS
PROPOSED
OUTLET
STRUCTURE
PROPOSED INLET
PROPOSED
OUTLET
STRUCTURE
PROPOSED
FES
PROPOSED
OUTLET
STRUCTURE
PROPOSED FES
EXISTING
WETLANDS
EROSION
BUFFER LIMITS
EXISTING CITY
FLOODPLAIN/FLOODWAY
PROPOSED
STORM DRAIN
PROPOSED
FES
PROPOSED
INLET
PROPOSED
FES
PROPOSED INLET
2' VALLEY PAN
LANDSCAPE
WALL (TYP.)
3' LANDSCAPE WALL
LANDSCAPE
WALL (TYP.)
95.05
5.05
8.93
99.59
DETENTION
POND 1
DETENTION
POND 2
DETENTION
POND 3
STRUCTURAL
RETAINING WALL
PROPOSED
RAINGARDEN
PROPOSED
INLETS
PROPOSED
AREA INLET
PROPOSED
INLET
PROPOSED
AREA INLET
PROPOSED
STORM DRAIN
2' SIDEWALK
CHASE
GARAGE 3
GARAGE 4
PROPOSED INLET
2.5%
4.0%
3.5%
5.0%
4.3%
5.0%
4.0%
3.5%
3.1%
4.1%
2.5%
2.9%
2.4%
2.2%
2.3%
2.3%
2.2%
STRUCTURAL
RETAINING WALL (TYP.)
1.9%
2.8%
2.0%
8.3%
4.2%
1.3%
1.6%
1.7%
0.6%
0.5%
0.5%
FOSSIL CREEK
PROPOSED
STORMTECH CHAMBERS
(MC-4500 CELLS)
PROPOSED
STORMTECH CHAMBERS
(SC-740 CELLS)
PROPOSED
AREA INLET
FFE=93.00 FFE=96.00
2:1
4.4%
2.7%
3.8%
1.7%
3.3%
1.6%
6:1
FUTURE 5' SIDEWALK
PROPOSED
SIDEWALK
CHASE
2' PAN
2' PAN
8' SIDEWALK
8' SIDEWALK
POND 1 OUTLET STRUCTURE SCHEMATIC
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
G3
GRADING PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
16
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. ALL CURB SPOTS ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED
GRADE ELEVATIONS.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
NOTES:
2.0%
PEDESTRIAN ACCESS RAMPS
(47.45)
EXISTING SPOT ELEVATION
PROPOSED CURB & GUTTER
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED UNDERDRAIN UD
EXISTING DRAINAGE/IRRIGATION CHANNEL
EROSION BUFFER LIMITS
EXISTING WETLANDS
KEYMAP
GAS
SANI
G1
G2
G3
G4
MATCHLINE - SEE SHEET G2
MATCHLINE - SEE SHEET G1
MATCHLINE - SEE SHEET G4
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18" SS
18" SS
18" SS
18" SS 18" SS
18" SS 18" SS
18" SS 18" SS 18" SS
18" SS 18" SS
18" SS 18" SS
18" SS 18" SS 18" SS 18" SS 18" SS
18" SS
X
X
X
X
X
X
B M
S
18" SS
FUTURE
10' TRAIL
EXISTING
±178' ROW
2.4%
2:1
2:1
(2.3:1)
(1.4:1)
(5.8%)
(6.6%)
(5.5%)
(6.9%)
EROSION
BUFFER LIMITS
EXISTING CITY
FLOODPLAIN/FLOODWAY
EXISTING
WETLANDS
FOSSIL CREEK
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
G2
GRADING PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
15
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. ALL CURB SPOTS ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED
GRADE ELEVATIONS.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
NOTES:
2.0%
PEDESTRIAN ACCESS RAMPS
(47.45)
EXISTING SPOT ELEVATION
PROPOSED CURB & GUTTER
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED UNDERDRAIN UD
EXISTING DRAINAGE/IRRIGATION CHANNEL
EROSION BUFFER LIMITS
EXISTING WETLANDS
KEYMAP
GAS
SANI
G1
G2
G3
G4
MATCHLINE - SEE SHEET G3
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15" SS
15" SS
15" SS
15" SS
15" SS
15" SS 15" SS 15" SS
15" SS
15" SS
15" SS
15" SS
15" SS
15" SS
15" SS 15" SS 15" SS
OWNER: CITY OF FORT COLLINS
TRACT A
ADER ESTATES PUD
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
SSANI
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
BUILDING 4
BUILDING 3
BUILDING 5
BUILDING 6
BUILDING 2
POOL CLUBHOUSE
GARAGE 3
BUILDING 7
UD
UD
OWNER: CITY OF FORT COLLINS
TRACT A
ADER ESTATES PUD
CITY OF FORT COLLINS
NATURAL RESOURCE AREA
OWNER: CITY OF FORT COLLINS
TRACT A
ADER ESTATES PUD
FUTURE VINYARD
SUBDIVISION
BLOCK 1
LOT 1
BUILDING 4
BUILDING 5
BUILDING 3
BUILDING 6
BUILDING 2
POOL CLUBHOUSE
BUILDING 7
4:1
4:1
4:1
3.2%
6.8%
15.6%
5.1%
5:1
17:1
4:1
4:1
4:1
4:1
4:1
4:1 4:1
5.0%
5.0%
3.1%
5:1
1:1
4:1
100' ROW
COLORADO &
SOUTHERN
RAILROAD
EXISTING 30'
SANITARY SEWER
EASEMENT
FUTURE 10'
TRAIL
51'
FL-FL
24'
FL-FL
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5.5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
7' SIDEWALK
5' SIDEWALK
6' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
4:1
3:1
5:1
1:1
1:1
4:1
4:1
1:1
5:1
5:1
5:1
11:1
3:1
(3.7:1)
(2.7:1)
(2.1:1)
(2.0:1)
(7.6:1)
(1.8:1) (1.8:1)
(5.3:1)
(4.0:1)
(5.2:1)
(6.2:1)
(8.8:1)
(12.1%)
(9.2%)
(11.7%)
FFE=2.00
FFE=2.72
FFE=5.72
FFE=1.29
FFE=98.29
FFE=96.50
FFE=88.00 FFE=95.00
FFE=99.50
FFE=16.00
FFE=5.43
FFE=2.93
91.00
2.00
2.00
91.00
2.79
3.79
3.26
87.29
84.29
98.29
1.29
96.50
82.50 93.50
79.50
95.00
97.50
3.48
2.93
5.43
5.00
5.00
16.00
16.00
PROPOSED INLET
PROPOSED FES
PROPOSED INLET
PROPOSED FES
PROPOSED INLET
PROPOSED INLET
EXISTING
WETLANDS EROSION
BUFFER LIMITS
EROSION
BUFFER LIMITS
EXISTING
WETLANDS
EXISTING CITY
FLOODPLAIN/FLOODWAY
EXISTING CITY
FLOODPLAIN /
FLOODWAY
EXISTING ROCK
OUTCROPPING
PROPOSED
STORM DRAIN
LANDSCAPE
WALL (TYP.)
LANDSCAPE
WALL (TYP.)
8.93
99.59
PROPOSED
RAINGARDEN
GARAGE 3
3.5%
0.5%
1.9%
0.7%
3.5%
2.0%
3.7%
5.0%
3.5%
5.0%
2.2%
2.5%
5.0%
3.4%
3.4%
3.6%
3.9%
0.8%
3.4%
PROPOSED
STORMTECH CHAMBERS
(SC-740 CELLS)
FFE=93.50
STRUCTURAL
RETAINING WALL
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
G1
GRADING PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
14
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. ALL CURB SPOTS ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED
GRADE ELEVATIONS.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
NOTES:
2.0%
PEDESTRIAN ACCESS RAMPS
(47.45)
EXISTING SPOT ELEVATION
PROPOSED CURB & GUTTER
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED UNDERDRAIN UD
EXISTING DRAINAGE/IRRIGATION CHANNEL
EROSION BUFFER LIMITS
EXISTING WETLANDS
KEYMAP
GAS
SANI
G1
G2
G3
G4
MATCHLINE - SEE SHEET G4 MATCHLINE - SEE SHEET G3
/
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X X
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X
X
X
X
X
X
X
G
AS
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
UD
UD
UD
UD
UD
U
D
CRESTRIDGE DRIVE
VENUS AVENUE
FOSSIL
CREEK
VENUS AVENUE
(PRIVATE DRIVE)
PROPOSED STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED STORM DRAIN
BUILDING 4
BUILDING 5
BUILDING 3
BUILDING 6
BUILDING 2
POOL CLUBHOUSE
BUILDING 1
GARAGE
2
GARAGE
1
BUILDING 10
BUILDING
11
BUILDING 9
BUILDING 8
BUILDING 7
DETENTION
POND 1
DETENTION
POND 2
DETENTION
POND 3
DETENTION
POND 4
GARAGE 3
GARAGE
4
SMOKEY DRIVE
BUENO DRIVE
MILKY WAY DRIVE
BLOCK 7
FUTURE
VINYARD SUBDIVISION
BLOCK 1
LOT 2
LOT 1
RISING SON
MINOR
SUBDIVISION
OWNER: HEALY
INVESTMENT
COMPANY
CITY OF FORT COLLINS NATURAL
RESOURCE AREA
CITY OF FORT COLLINS NATURAL
RESOURCE AREA
OWNER: CITY OF FORT
COLLINS
TRACT A
ADER ESTATES PUD
OWNER: THE VINEYARD CHURCH
OF FORT COLLINS
FUTURE
VINYARD SUBDIVISION
BLOCK 1
LOT 1
ADER ESTATES PUD
OWNER: HENDRIE FAMILY
TRUST
LOT 54A, AMEND PLAT OF LOTS
54 & 55 OF APPLEWOOD ESTATES
SOUTH 13
SUBDIVISION
FOSSIL CREEK MEADOWS
1ST AMD
KEL-MAR
STRIP
2ND
OWNER:
HEALY INVESTMENT
COMPANY
LOT 5 LOT 4 LOT 3
SKYVIEW
SUBDIVISION
LOT 2 LOT 1
LOT 5
BLOCK 1
LOT 6 SSTM INV. LLC
LOT 9 LOT 8 LOT 7 LOT 6
LOT 10
LOT 11
LOT 12
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 32
LOT 2
LOT 1
SOUTH 13
SUBDIVISION
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
OG1
OVERALL GRADING PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
13
NORTH
( IN FEET )
0
1 INCH = 80 FEET
80 80 160 240
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM DRAIN
LEGEND:
W
G
T
E
EXISTING STORM DRAIN
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROJECT BOUNDARY
PROPOSED LOT LINE
PROPOSED WATER MAIN
PROPOSED SEWER SERVICE S
PROPOSED SANITARY SEWER
PROPOSED CURB STOP & WATER METER W
PROPOSED FIRE SERVICE F
PROPOSED UNDERDRAIN UD
FOR REFERENCE ONLY.
SEE 40 SCALE DRAWINGS FOR
DETAILED INFORMATION.
KEYMAP
GAS
SANI
G1
G2
G3
G4
S
W
EXISTING 8" PVC
SEWER (SFCSD)
EXISTING 6" PVC
WATER (FCLWD)
EXISTING 14" AC
WATER (FCLWD)
LOT 1
RISING SON MINOR
SUBDIVISION
OWNER: HEALY
INVESTMENT COMPANY
LOT 5 LOT 4
BLOCK 7
LOT 3
SKYVIEW
LOT 2 LOT 1
SKYVIEW
LOT 5
BLOCK 1
LOT 6
VENUS AVENUE
VENUS AVENUE
(PRIVATE DRIVE)
9' UTILITY EASEMENT
9' UTILITY EASEMENT
CRESTRIDGE DRIVE
57' ROW
36'
FL-FL
97'
FL-FL
24' U&EAE
EXISTING 6" CI
WATER (FCLWD)
49.04 LF 8" PVC
N07°51'11"W
28.19 LF 8" PVC
R=300.00'
0.26 LF 8" PVC
N64°50'15"W
1
72
.
87
L
F
8
"
P
V
C
R
=
3
00
.0
0
'
12
4
.
7
7
L
F
8
"
P
V
C
R
=
3
0
0
.0
0
'
51.13 LF 8" PVC
S08°02'39"W
60.39 LF 8" PVC
S32°34'21"W
84.66 LF 8" PVC
S10°04'21"W
17.70 LF 8" PVC
S51°34'50"E
11.58 LF 8" PVC
N83°25'10"E
8
9
.6
3 L
F
8
"
P
V
C
R
=
30
0
.
0
0
'
4
6
.8
9
L
F
8
"
P
VC
R
=
3
00
.
0
0
'
31.25 LF 8" PVC
R=300.00'
BEGIN HORZ.
DEFLECTION
N:102071.68
E:194229.34
END HORZ.
DEFLECTION
N:101845.79
E:194113.31
8"x8" TEE w/ TB
2 - 8" GV (S, W)
N:101986.11
E:194203.83
22.50° BEND w/ TB
N:101794.90
E:194080.79
22.50° BEND w/ TB
N:101711.54
E:194065.99
45.00° BEND w/ TB
N:101612.40
E:194097.65
END HORZ.
DEFLECTION
45° BEND w/ TB
N:101623.39
E:194083.78
BEGIN HORZ.
DEFLECTION
N:101654.21
E:194078.65
CONNECT TO EXISTING
6" PVC WATER (FCLWD)
1 - 8" GV (W)
N:101613.72
E:194109.15
EXISTING FIRE HYDRANT
BEGIN HORZ.
DEFLECTION
N:101986.22
E:194203.59
END HORZ.
DEFLECTION
N:102011.87
E:194035.04
BEGIN HORZ.
DEFLECTION
N:101985.42
E:193843.25
BEGIN HORZ.
DEFLECTION
N:101852.55
E:194117.76
8.10 LF 8" PVC
R=300.00'
END HORZ.
DEFLECTION
N:101945.39
E:194180.66
112.14 LF 8" PVC
S34°07'07"W
24'
FL-FL
24' EAE
GARAGE 4
GARAGE 3
31.35 LF 8" PVC
S12°28'57"E
27.36 LF 8" PVC
S12°25'39"E
STA. 21+48.23
8"x8" TEE w/ TB
2 - 8" GV (S, E)
N:101680.93
E:194072.77
90.00° BEND w/ TB
N:101620.63
E:194600.78
62.09 LF 8" PVC
N77°34'21"E
87.82 LF 8" PVC
S67°23'13"E
93.63 LF 8" PVC
S89°30'24"E
53.39 LF 8" PVC
N00°29'36"E
1
8
3
.
4
7
L
F
8
"
P
V
C
R
=
3
0
0
.0
0
'
11
5
.8
2
L
F
8
"
PV
C
R
=
3
00
.
0
0
'
CONNECT TO EXISTING
6" CI WATERLINE w/
1 - 8"x6" REDUCER (E)
1 - 90° BEND w/ TB
& 1 - 8" GV (S)
N:101674.02
E:194601.24
BEGIN HORZ.
DEFLECTION
N:101694.29
E:194133.40
BEGIN HORZ.
DEFLECTION
N:101644.49
E:194394.39
END HORZ.
DEFLECTION
N:101678.26
E:194313.32
END HORZ.
DEFLECTION
N:101621.44
E:194507.16
20'
EOA-EOA
20'
EOA-EOA
EXISTING
PROPERTY LINE
PROPOSED WATER SERVICE (TYP.)
PROPOSED FIRE SERVICE (TYP.)
PROPOSED SANITARY SERVICE (TYP.)
EASEMENT
EXCLUSION (TYP.)
51' UTILITY & ACCESS
EASEMENT
(BY SEPARATE DOCUMENT)
VINYARD SUBDIVISION
BLOCK 1
LOT 2
VINYARD SUBDIVISION
BLOCK 1
LOT 1
EXISTING
60'
ROW
PROPOSED INLET
PROPOSED AREA INLET
PROPOSED FES
PROPOSED FES
PROPOSED INLET
SSMH B6
INV. IN=5005.48 (E)
INV. OUT=5005.28 (S)
FG=5012.8
SSMH B7
INV. IN=5006.05 (E)
INV. OUT=5005.85 (W)
FG=5015.0
SSMH B8
INV. OUT=5006.88 (W)
FG=5017.9
PROPOSED SANITARY SERVICE (TYP.)
PROPOSED INLET
PROPOSED
INLET
SSMH B5
INV. IN=5004.29 (E)
INV. IN=5004.49 (N)
INV. OUT=5004.29 (W)
FG=5012.7
187.94 LF 8" PVC
S82°08'49"W
5.67 LF 8" PVC
S82°08'49"W
8"x8" TEE w/ TB
2 - 8" GV (W, N)
N:101986.19
E:193848.87
BEGIN HORZ.
DEFLECTION
N:102034.77
E:193842.17
END HORZ.
DEFLECTION
N:102062.83
E:193839.63
8" PVC SEWER
8" PVC SEWER
PROPOSED LANDSCAPE
RETAINING WALLS (TYP.)
20' UE
SIGHT DISTANCE EASEMENT
(BY SEPARATE DOCUMENT)
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
U4
UTILITY PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
12
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM DRAIN
LEGEND:
NOTES:
W
G
T
E
EXISTING STORM DRAIN
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EASEMENT LINE
PROJECT BOUNDARY
PROPOSED LOT LINE
PROPOSED WATER MAIN
PROPOSED SEWER SERVICE S
PROPOSED SANITARY SEWER
PROPOSED CURB STOP & WATER METER W
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. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE FORT COLLINS
LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. 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.
5. ALL WATERLINES SHALL BE C900, DR 18 PVC PIPE WITH A MINIMUM 12 GAGE
INSULATED TRACER WIRE.
6. ALL WATERLINES SHALL BE BURIED A MINIMUM OF 5 FEET BELOW FINISHED GRADE.
7. MAINTAIN 10 FEET OF HORIZONTAL SEPARATION AND 18 INCHES OF VERTICAL
SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
10. ALL FIRE SERVICE LINE VALVE LIDS SHALL BE MARKED WITH "FIRE".
PROPOSED FIRE SERVICE F
PROPOSED UNDERDRAIN UD
KEYMAP
GAS
SANI
U1
U2
U4
U3
MATCHLINE - SEE SHEET U2
MATCHLINE - SEE SHEET U3 MATCHLINE - SEE SHEET U1
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
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LOT 5
BLOCK 7
LOT 6
LOT 12
8" SS
8" SS
8" SS 8" SS
15" SS
15" SS
15" SS
6" W
6" W
6" W 6" W
6" W
6" W
6" W
6" W 6" W 6" W
6" W
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS
LOT 9 LOT 8 LOT 7
LOT 10
LOT 11
SKYVIEW 1ST
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
8" SS
8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
8" SS 8" SS 8" SS
8" SS
15" SS
15" SS
15" SS
15" SS
15" SS
15" SS 15" SS
15" SS 15" SS 15" SS
15" SS 15" SS
15" SS
15" SS
15" SS
8" SS
EXISTING 30'
SANITARY SEWER
EASEMENT
EXISTING 15" PVC
SEWER (SFCSD)
LOT 5
PROPOSED FES
EXISTING
WETLANDS
EXISTING CITY
FLOODPLAIN /
FLOODWAY
PROJECT
BOUNDARY
VINYARD SUBDIVISION
BLOCK 1
LOT 1
PROPOSED FES
PROPOSED
OUTLET
STRUCTURE
EXISTING
WETLANDS
EXISTING CITY
FLOODPLAIN /
FLOODWAY
EXISTING 8" PVC
SEWER (SFCSD)
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
U3
UTILITY PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
11
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM DRAIN
LEGEND:
NOTES:
W
G
T
E
EXISTING STORM DRAIN
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EASEMENT LINE
PROJECT BOUNDARY
PROPOSED LOT LINE
PROPOSED WATER MAIN
PROPOSED SEWER SERVICE S
PROPOSED SANITARY SEWER
PROPOSED CURB STOP & WATER METER W
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. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE FORT COLLINS
LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. 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.
5. ALL WATERLINES SHALL BE C900, DR 18 PVC PIPE WITH A MINIMUM 12 GAGE
INSULATED TRACER WIRE.
6. ALL WATERLINES SHALL BE BURIED A MINIMUM OF 5 FEET BELOW FINISHED GRADE.
7. MAINTAIN 10 FEET OF HORIZONTAL SEPARATION AND 18 INCHES OF VERTICAL
SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
10. ALL FIRE SERVICE LINE VALVE LIDS SHALL BE MARKED WITH "FIRE".
PROPOSED FIRE SERVICE F
PROPOSED UNDERDRAIN UD
KEYMAP
GAS
SANI
U1
U2
U4
U3
MATCHLINE - SEE SHEET U1
MATCHLINE - SEE SHEET U4
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
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18" SS 18" SS
12" W 12" W
12" W 12" W
12" W 12" W
12" W 12" W
12" W 12" W
12" W 12" W
12" W
W W W W
W W
18" SS
18" SS
18" SS
X
X
X X X X
X
X
X
X
S
S GAS
18" SS
18" SS
18" SS
18" SS
18" 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
G
G
G
G
G
S
S
S
S
S
S
S
F
F
F
W
F
F
W
F
W
W
W
W
F
W
S
S
F
W
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
F
W
F
W
EXISTING 18" PVC
SEWER (SFCSD)
EXISTING 12" PVC
WATER (FCLWD)
CITY OF FORT COLLINS
NATURAL RESOURCE AREA
UTILITY EASEMENT
(WIDTH VARIES)
98'
FL-FL
SSMH A1
INV. IN=4950.40 (SE)
INV. OUT=4950.20 (NW)
FG=4970.8
SSMH A2-1
INV. IN=4973.06 (E)
INV. OUT=4972.86 (SW)
FG=4986.8
SSMH A2-3
INV. IN=4975.13 (NE)
INV. OUT=4974.93 (NW)
FG=4990.2
SSMH A2-4
INV. OUT=4977.61 (SW)
FG=4992.5
EXISTING 30'
SANITARY SEWER
EASEMENT
SSMH A2
INV. IN=4970.28 (NE)
INV. IN=4956.40 (SW)
INV. OUT=4956.20 (NW)
FG=4980.8
SSMH A3
INV. IN=4968.17 (W)
INV. OUT=4967.97 (NE)
FG=4978.6
SSMH A2-2
INV. IN=4973.88 (SE)
INV. OUT=4973.68 (W)
FG=4987.6
SSMH A0
INV. IN=4943.94 (SE)
FG=4960.9
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
PROPOSED FES
PROPOSED INLET
PROPOSED
OUTLET
STRUCTURE
PROPOSED
AREA INLET
PROPOSED
OUTLET
STRUCTURE
PROPOSED FES
PROPOSED
OUTLET
STRUCTURE
FUTURE 10'
TRAIL
PROPOSED FES
20' DRAINAGE
EASEMENT
30' SFCSD SANITARY
SEWER EASEMENT
75' TEMPORARY
CONSTRUCTION EASEMENT
50' TEMPORARY
CONSTRUCTION EASEMENT
CONNECT TO EXISTING 8"
PVC SEWER STUB (SFCSD)
BORE SANITARY CASING
BENEATH FOSSIL CREEK
EXISTING
WETLANDS
EXISTING CITY
FLOODPLAIN/FLOODWAY
EXISTING 14" AC
WATER (FCLWD)
86.21 LF 8" PVC
N52°44'45"W
37.85 LF 8" PVC
N52°44'45"W
25.76 LF 8" PVC
N52°44'45"W
28.94 LF 8" PVC
S37°15'15"W
31.32 LF 8" PVC
R=300.00'
122.77 LF 8" PVC
N90°00'00"W
26.86 LF 8" PVC
S82°15'15"W
114.85 LF 8" PVC
S37°15'15"W
205.96 LF 8" PVC
S37°15'15"W
51.13 LF 8" PVC
S08°02'39"W
4
0
.56
L
F
8
"
P
V
C
R
=
3
0
0
.0
0
'
45.00° BEND w/ TB
N:102517.29
E:194488.96
END HORZ.
DEFLECTION
N:102520.91
E:194515.58
CONNECT TO EXISTING
12" PVC WATER (FCLWD)
12'x8" TAPPING SADDLE
1 - 8" GV (W)
N:102523.64
E:194678.78
BEGIN HORZ.
DEFLECTION
N:102523.64
E:194556.01
8"x8" TEE w/ TB
3 - 8" GV (SW, NW)
N:102425.87
E:194419.44
BEGIN HORZ.
DEFLECTION
N:102071.68
E:194229.34
VENUS AVENUE
(PRIVATE DRIVE)
45.00° BEND w/ TB
N:102511.16
E:194273.03
45.00° BEND w/ TB
N:102515.11
E:194302.09
8"x6" SWIVEL TEE w/ TB
1 - 8" GV (NW)
1 - 6" GV (SW)
& FH ASSEMBLY
N:102499.52
E:194322.59
8"x4" TEE w/ TB
1 - 4" GV (NE)
N:102476.61
E:194352.72
8"x4" TEE w/ TB
1 - 4" GV (SE)
N:102488.12
E:194255.51
45° BEND w/ TB &
BEGIN HORZ.
DEFLECTION
N:102256.65
E:194079.46
END HORZ.
DEFLECTION
N:102254.05
E:194048.26
90.00° BEND w/ TB
N:102107.42
E:193837.71
BEGIN HORZ.
DEFLECTION
N:102261.93
E:194294.76
END HORZ.
DEFLECTION
N:102122.31
E:194236.50
1
52
.
94
L
F
8
"
PV
C
R
=
3
0
0
.
0
0
'
24' EAE
24' FL-FL
BUILDING 10
BUILDING 11
GARAGE 1
GARAGE 2
BUILDING 1
BUILDING 9
GARAGE 4
GARAGE 3
CLUBHOUSE
20'
EOA-EOA
29.33 LF 8" PVC
S82°15'15"W
PROPOSED
INLET
PROPOSED FES
PROPOSED
STORM DRAIN
24' EAE
24' EAE
24' EAE
51'
FL-FL
24'
FL-FL
40'
FL-FL
10' TYP.
10' TYP.
PROPOSED
LANDSCAPE
WALLS (TYP.)
EASEMENT
EXCLUSION (TYP.)
SANITARY SERVICE (TYP.)
FIRE SERVICE (TYP.)
WATER SERVICE (TYP.)
PROPOSED
MONITORING WELL
PROPOSED FES
PROPOSED WATER SERVICE (TYP.)
PROPOSED FIRE SERVICE (TYP.)
PROPOSED SANITARY SERVICE (TYP.)
51' UTILITY & ACCESS
EASEMENT
(BY SEPARATE DOCUMENT
VINYARD SUBDIVISION
BLOCK 1
LOT 2
PROPOSED
RAIN GARDEN
148.64 LF 8" PVC
S88°00'41"W
14.69 LF 8" PVC
S37°15'15"W
89.37 LF 8" PVC
S37°15'15"W
186.75 LF 8" PVC
S37°15'15"W
8"x4" TEE w/ TB
1 - 4" GV (N)
N:102268.34
E:194088.36
8"x4" TEE w/ TB
1 - 4" GV (N)
N:102339.48
E:194142.46
8"x6" SWIVEL TEE w/ TB
1 - 8" GV (W)
1 - 6" GV (S)
& FH ASSEMBLY
N:102108.55
E:193863.85
8"x8" TEE w/ TB
1 - 8"x4" REDUCER (S)
1 - 4" GV (S)
N:102109.02
E:193874.64
8"x4" TEE w/ TB
1 - 4" GV (E)
N:102163.23
E:193872.30
32.77 LF 8" PVC
N02°28'11"W
26.16 LF 8" PVC
N87°31'49"E
54.26 LF 8" PVC
N02°28'11"W
10.80 LF 8" PVC
BUILDING 8 N87°31'49"E
8"x4" TEE w/ TB
1 - 4" GV (N)
N:102248.89
E:193899.71
PROPOSED
INLET
PROPOSED
AREA INLET
PROPOSED INLET
PROPOSED INLET
PROPOSED INLET
PROPOSED STORM DRAIN
PROPOSED LANDSCAPE
WALLS (TYP.)
PROPOSED
STRUCTURAL
RETAINING
WALL (TYP.)
5.00 LF 8" PVC
N02°28'11"W
PROPOSED
INLET
8"x8" TEE w/ TB
2 - 8" GV (W, S)
N:102247.56
E:193868.66
141.75 LF 8" PVC
S87°31'49"W
31.08 LF 8" PVC
S87°31'49"W
79.41 LF 8" PVC
N02°28'11"W
8"x4" TEE w/ TB
1 - 4" GV (W)
N:102168.22
E:193872.09
UNDERGROUND
WATER QUALITY
AREA (M-4500 CELLS)
UNDERGROUND
WATER QUALITY
AREA (SC-740 CELLS)
PROPOSED STRUCTURAL
RETAINING WALLS (TYP.)
PROPOSED LANDSCAPE
WALLS (TYP.)
PROPOSED
UNDERDRAIN
PROPOSED
AREA INLET
PROPOSED CURB
CUT & SIDEWALK
CHASE
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
U2
UTILITY PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
10
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM DRAIN
LEGEND:
NOTES:
W
G
T
E
EXISTING STORM DRAIN
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EASEMENT LINE
PROJECT BOUNDARY
PROPOSED LOT LINE
PROPOSED WATER MAIN
PROPOSED SEWER SERVICE S
PROPOSED SANITARY SEWER
PROPOSED CURB STOP & WATER METER W
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. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE FORT COLLINS
LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. 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.
5. ALL WATERLINES SHALL BE C900, DR 18 PVC PIPE WITH A MINIMUM 12 GAGE
INSULATED TRACER WIRE.
6. ALL WATERLINES SHALL BE BURIED A MINIMUM OF 5 FEET BELOW FINISHED GRADE.
7. MAINTAIN 10 FEET OF HORIZONTAL SEPARATION AND 18 INCHES OF VERTICAL
SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
10. ALL FIRE SERVICE LINE VALVE LIDS SHALL BE MARKED WITH "FIRE".
PROPOSED FIRE SERVICE F
PROPOSED UNDERDRAIN UD
KEYMAP
GAS
SANI
U1
U2
U4
U3
MATCHLINE - SEE SHEET U4
MATCHLINE - SEE SHEET U1
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
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8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
15" SS
15" SS
15" SS
15" SS
15" SS
15" SS 15" SS 15" SS
15" SS
15" SS
15" SS
15" SS
15" SS
15" SS
15" SS 15" SS 15" SS
OWNER: CITY OF FORT COLLINS
TRACT A
ADER ESTATES PUD
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
15" SS 15" SS
15" SS
15" SS 15" SS
SSANI
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
S
S
F
S
S
S
S
S
S
W
W
S
W
W
F
F
W
W
W
W
F
F
F
F
UD
UD
100' ROW
COLORADO &
SOUTHERN
RAILROAD
EXISTING 30'
SANITARY SEWER
EASEMENT
EXISTING 15" PVC
SEWER (SFCSD)
EXISTING 8" PVC
SEWER (SFCSD)
CITY OF FORT COLLINS
NATURAL RESOURCE AREA
OWNER: CITY OF FORT COLLINS
TRACT A
ADER ESTATES PUD
SSMH A8
INV. OUT=4984.74 (NE)
FG=5000.0
SSMH A7
INV. IN=4981.76 (SW)
INV. OUT=4981.56 (E)
FG=4997.3
SSMH A6
INV. IN=4978.89 (W)
INV. OUT=4978.69 (E)
FG=4990.5
SSMH A4-1
INV. OUT=4985.53 (NE)
FG=5005.3
SSMH A4
INV. IN=4975.18 (W)
INV. IN=4974.98 (SW)
INV. OUT=4974.78 (E)
FG=4995.2
SSMH A5
INV. IN=4977.26 (W)
INV. OUT=4977.06 (E)
FG=4993.8
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
PROPOSED INLET
PROPOSED FES
PROPOSED AREA INLET
FUTURE 10'
TRAIL
PROPOSED FES
PROPOSED INLET
PROPOSED INLET
EXISTING
WETLANDS
EXISTING
WETLANDS
EXISTING CITY
FLOODPLAIN/FLOODWAY
EXISTING CITY
FLOODPLAIN /
FLOODWAY
48.23 LF 8" PVC
S87°31'49"W
35.31 LF 8" PVC
S87°31'49"W
74.04 LF 8" PVC
S87°31'49"W
78.94 LF 8" PVC
N69°58'11"W
109.22 LF 8" PVC
S87°31'49"W
7.69 LF 8" PVC
S76°16'49"W
13.85 LF 8" PVC
S76°16'49"W
5.61 LF 8" PVC
S31°16'49"W
14.14 LF 8" PVC
S20°33'57"E
9.12 LF 8" PVC
S20°33'57"E
8.06 LF 8" PVC
S65°33'57"E
98.56 LF 8" PVC
S65°33'57"E
88.21 LF 8" PVC
S65°33'57"E
61.73 LF 8" PVC
S65°33'56"E
35.85 LF 8" PVC
R=300.00'
19.86 LF 8" PVC
S02°28'11"E
16.38 LF 8" PVC
S20°01'49"W
73.25 LF 8" PVC
S24°26'03"W
41.10 LF 8" PVC
S24°26'03"W
22.19 LF 8" PVC
S24°26'03"W
23.06 LF 8" PVC
R=300.00'
39.33 LF 8" PVC
N65°33'57"W
75.48 LF 8" PVC
N65°33'57"W
44.28 LF 8" PVC
R=300.00'
8"x6" SWIVEL TEE w/ TB
1 - 8" GV (W)
1 - 6" GV (S)
& FH ASSEMBLY
N:102239.37
E:193678.86
8"x8" TEE w/ TB
2 - 8" GV (S, W)
N:102237.85
E:193643.59
22.50° BEND w/ TB
N:102218.00
E:193644.44
BEGIN HORZ.
DEFLECTION
N:102202.62
E:193638.83
END HORZ.
DEFLECTION
N:102181.28
E:193630.11
22.50° BEND w/ TB
N:102234.66
E:193569.62
22.50° BEND w/ TB
N:102261.69
E:193495.45
11.25° BEND w/ TB
N:102256.99
E:193386.33
8"x4" TEE w/ TB
1 - 4" GV (N)
N:102255.16
E:193378.87
45.00° BEND w/ TB
N:102251.88
E:193365.42
BEGIN HORZ.
DEFLECTION
N:102247.08
E:193362.50
END HORZ.
DEFLECTION
N:102215.41
E:193345.76
8"x4" TEE w/ TB
1 - 4" GV (W)
N:102214.15
E:193345.19
8"x4" TEE w/ TB
1 - 4" GV (SW)
N:102191.83
E:193346.03
8"x6" SWIVEL TEE w/ TB
1 - 8" GV (SE)
1 - 6" GV (SW)
& FH ASSEMBLY
N:102179.96
E:193356.57
8"x4" TEE w/ TB
1 - 4" GV (S)
N:102139.19
E:193446.30
8"x4" TEE w/ TB
1 - 4" GV (N)
N:102102.70
E:193526.61
BEGIN HORZ.
DEFLECTION
N:102009.48
E:193678.16
8"x4" TEE w/ TB
1 - 4" GV (S)
N:102025.74
E:193642.36
8"x6" SWIVEL TEE w/ TB
2 - 8" GV (W, E)
1 - 6" GV (N)
& FH ASSEMBLY
N:101994.19
E:193719.68
90° BEND w/ TB
N:102056.97
E:193573.63
8"x8" TEE w/ TB
2 - 8" GV (W, N)
N:102077.17
E:193582.81
8"x8" TEE w/ TB
1 - 8" GV (E)
N:102114.59
E:193599.81
BUILDING 7
GARAGE 3
POOL
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5
BUILDING 6
CLUBHOUSE
PROPOSED FIRE SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED SANITARY SERVICE (TYP.)
EASEMENT
EXCLUSION (TYP.)
24' EAE
24'
FL-FL
51'
FL-FL
10' TYP.
PROJECT
BOUNDARY
PROPOSED LANDSCAPE
WALLS (TYP.)
VINYARD SUBDIVISION
BLOCK 1
LOT 1
24' EAE
EASEMENT
EXCLUSION (TYP.)
PROPOSED
RAIN GARDEN
1.38 LF 8" PVC
S24°26'03"W
9.98 LF 8" PVC
S24°26'03"W
45.00° BEND w/ TB
N:102205.07
E:193341.06
45.00° BEND w/ TB
N:102183.29
E:193349.23
PROPOSED LANDSCAPE
WALLS (TYP.)
8"x4" TEE w/ TB
1 - 4" GV (N)
N:102241.45
E:193727.05
PROPOSED
MONITORING WELL
UNDERGROUND
WATER QUALITY
AREA (SC-740 CELLS)
PROPOSED
STRUCTURAL
RETAINING
WALL (TYP.)
BUILDING 8
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
U1
UTILITY PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
9
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM DRAIN
LEGEND:
NOTES:
W
G
T
E
EXISTING STORM DRAIN
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EASEMENT LINE
PROJECT BOUNDARY
PROPOSED LOT LINE
PROPOSED WATER MAIN
PROPOSED SEWER SERVICE S
PROPOSED SANITARY SEWER
PROPOSED CURB STOP & WATER METER W
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. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE FORT COLLINS
LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. 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.
5. ALL WATERLINES SHALL BE C900, DR 18 PVC PIPE WITH A MINIMUM 12 GAGE
INSULATED TRACER WIRE.
6. ALL WATERLINES SHALL BE BURIED A MINIMUM OF 5 FEET BELOW FINISHED GRADE.
7. MAINTAIN 10 FEET OF HORIZONTAL SEPARATION AND 18 INCHES OF VERTICAL
SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
10. ALL FIRE SERVICE LINE VALVE LIDS SHALL BE MARKED WITH "FIRE".
PROPOSED FIRE SERVICE F
PROPOSED UNDERDRAIN UD
KEYMAP
GAS
SANI
U1
U2
U4
U3
MATCHLINE - SEE SHEET U4 MATCHLINE - SEE SHEET U2
MATCHLINE - SEE SHEET U3
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
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8" SS
8" SS
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
18" SS
18" SS
18" SS
18" SS
18" SS
18" SS 18" SS
18" SS
18" SS
18" SS
15" SS
15" SS
15" SS
15" SS
15" SS
15" SS
15" SS 15" SS
15" SS
15" SS
15" SS
6" W
6" W
6" W
6" W 6" W
6" W
6" W
6" W 6" W
6" W
6" W
6" W
6" W
8" SS
6" W
6" W 6" W
12" W
12" W 12" W 12" W
12" W 12" W
12" W
W W
W
W
W W W W
W
W W
W
W
8" SS
18" SS
18" SS
X X
X X
X
X
X X
X
X
X
X
X
X
X
X
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
15" SS
15" SS
15" SS
15" SS
15" SS 15" SS
S
S GAS
SSANI
18" SS
18" SS
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
S
S
S
S
S
S
S
F
S
S
S
S
S
S
S
W
W
S
W
W
F
F
F
F
W
F W
F
W
F
W
W
W
W
F
F
F
F
W
W
S
W
F
W
S
S
F
W
UD
UD
UD
UD
UD
UD
F
W
F
W
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
6" PVC FIRE SERV.
6" PVC FIRE SERV.
(SFCSD)
EXISTING 18" PVC SEWER
CRESTRIDGE DRIVE
VENUS AVENUE
FOSSIL CREEK
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
VENUS AVENUE
(PRIVATE DRIVE)
CONNECT TO
EXISTING 12" PVC
WATER (FCLWD)
CONNECT TO
EXISTING 6" PVC
WATER (FCLWD)
CONNECT TO EXISTING
8" PVC SANITARY
SEWER STUB (SFCSD)
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE
HYDRANT
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
INLET/ LOT 2
OUTLET STRUCTURE
OUTLET
STRUCTURE
OUTLET
STRUCTURE
STORM FES
STORM FES
OUTLET
STRUCTURE
STORM FES
STORM
INLET
STORM
INLET
STORM
INLET
STORM
INLET
FIRE HYDRANT
STORM DRAIN
STORM DRAIN
STORM FES
EXISTING 14" AC
WATER (FCLWD)
(SFCSD)
EXISTING 18" PVC SEWER
(SFCSD)
EXISTING 8" PVC SEWER
(SFCSD)
EXISTING 8" PVC SEWER
STORM DRAIN
EXISTING 12" PVC
WATER (FCLWD)
EXISTING 6" CI
WATER (FCLWD)
8" PVC WATER
CONNECT TO
EXISTING 6" CI
WATER (FCLWD)
8
"
P
V
C
W
A
T
E
R
8" PVC WATER
8" PVC WATER
STORM
INLET
STORM FES
EXISTING
FIRE HYDRANT
STORM FES
STORM
INLET
STORM FES
OUTLET
STRUCTURE
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
STORM FES
STORM
INLET
STORM
INLET
STORM FES
STORM
INLET
STORM
INLET
STORM STORM FES
INLET
STORM DRAIN
UNDERDRAIN
SMOKEY STREET
BUENO DRIVE
MILKY WAY DRIVE
BLOCK 7
FUTURE
VINYARD SUBDIVISION
BLOCK 1
LOT 2
LOT 1
RISING SON
MINOR
SUBDIVISION
OWNER: HEALY
INVESTMENT
COMPANY
CITY OF FORT COLLINS NATURAL
RESOURCE AREA
CITY OF FORT COLLINS NATURAL
RESOURCE AREA
OWNER: CITY OF FORT
COLLINS
TRACT A
ADER ESTATES PUD
OWNER: THE VINEYARD CHURCH
OF FORT COLLINS
FUTURE
VINYARD SUBDIVISION
BLOCK 1
LOT 1
ADER ESTATES PUD
OWNER: HENDRIE FAMILY
TRUST
LOT 54A, AMEND PLAT OF LOTS
54 & 55 OF APPLEWOOD ESTATES
SOUTH 13
SUBDIVISION
FOSSIL CREEK MEADOWS
1ST AMD
KEL-MAR
STRIP
2ND
OWNER:
HEALY INVESTMENT
COMPANY
LOT 5 LOT 4 LOT 3
SKYVIEW
SUBDIVISION
LOT 2 LOT 1
LOT 5
BLOCK 1
LOT 6 SSTM INV. LLC
LOT 9 LOT 8 LOT 7 LOT 6
LOT 10
LOT 11
LOT 12
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 32
LOT 2
LOT 1
SOUTH 13
SUBDIVISION
BUILDING 4
BUILDING 3
BUILDING 5
BUILDING 6
BUILDING 2
POOL
CLUBHOUSE
BUILDING 1
BUILDING 8 BUILDING 9
GARAGE 3 GARAGE 4
GARAGE 2
GARAGE 1
BUILDING 10
BUILDING 11
BUILDING 7
8" PVC WATER
8" PVC WATER
8" PVC WATER
INLET/ LOT 2
OUTLET STRUCTURE
STORM INLET
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
OU1
OVERALL UTILITY PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
8
NORTH
( IN FEET )
0
1 INCH = 80 FEET
80 80 160 240
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM DRAIN
LEGEND:
W
G
T
E
EXISTING STORM DRAIN
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROJECT BOUNDARY
PROPOSED LOT LINE
PROPOSED WATER MAIN
PROPOSED SEWER SERVICE S
PROPOSED SANITARY SEWER
PROPOSED CURB STOP & WATER METER W
PROPOSED FIRE SERVICE F
PROPOSED UNDERDRAIN UD
KEYMAP
GAS
SANI
U1
U2
U4
U3
FOR REFERENCE ONLY.
SEE 40 SCALE DRAWINGS FOR
DETAILED INFORMATION.
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8" SS
8" SS
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
18" SS
18" SS
18" SS
18" SS
18" SS
18" SS 18" SS
18" SS
18" SS
18" SS
15" SS
15" SS
15" SS
15" SS
15" SS
15" SS
15" SS 15" SS
15" SS
15" SS
15" SS
8" SS
8" SS
18" SS
18" SS
X X
X X
X
X
X X
X
X
X
X
X
X
X
X
S
S GAS
SSANI
18" SS
18" SS
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
CRESTRIDGE DRIVE
VENUS AVENUE
(PRIVATE DRIVE)
24' DRIVE AISLE
24' DRIVE AISLE
24' DRIVE AISLE
24' DRIVE AISLE
24' DRIVE AISLE
24' DRIVE AISLE
24' DRIVE AISLE
24' DRIVE AISLE
24' DRIVE AISLE
20' EMERGENCY ACCESS DRIVE
20' EMERGENCY ACCESS DRIVE
R26'
R17' R26'
R15'
R26'
R27'
R27'
R27'
R68'
R27'
R27'
R15'
R17'
R17'
R13'
R20'
R20'
R20'
R50'
R50'
R30'
R130.87'
R127.99'
R30'
R15'
R15'
FOSSIL CREEK
BLOCK 7
FUTURE
VINYARD SUBDIVISION
BLOCK 1
LOT 2
LOT 1
RISING SON
MINOR
SUBDIVISION
OWNER: HEALY
INVESTMENT
COMPANY
CITY OF FORT COLLINS NATURAL
RESOURCE AREA
CITY OF FORT COLLINS NATURAL
RESOURCE AREA
OWNER: CITY OF FORT
COLLINS
TRACT A
ADER ESTATES PUD
OWNER: THE VINEYARD CHURCH
OF FORT COLLINS
SMOKEY DRIVE
FUTURE
VINYARD SUBDIVISION
BLOCK 1
LOT 1
ADER ESTATES PUD
OWNER: HENDRIE FAMILY
TRUST
LOT 54A, AMEND PLAT OF LOTS
54 & 55 OF APPLEWOOD ESTATES
BUENO DRIVE
SOUTH 13
SUBDIVISION
KEL-MAR
STRIP
2ND
OWNER:
HEALY INVESTMENT
COMPANY
LOT 5 LOT 4 LOT 3
SKYVIEW
SUBDIVISION
LOT 2 LOT 1
LOT 5
BLOCK 1
LOT 6 SSTM INV. LLC
LOT 9 LOT 8 LOT 7 LOT 6
LOT 10
LOT 11
LOT 12
MILKY WAY DRIVE
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 32
LOT 2
LOT 1
SOUTH 13
SUBDIVISION
BUILDING 4
BUILDING 3
BUILDING 5
BUILDING 6
BUILDING 2
POOL
CLUBHOUSE
BUILDING 1
BUILDING 8 BUILDING 9
GARAGE 3 GARAGE 4
GARAGE 2
GARAGE 1
BUILDING 10
BUILDING 11
BUILDING 7
VENUS AVENUE
TRASH ENCLOSURE
TRASH ENCLOSURE
TRASH ENCLOSURE
TRASH ENCLOSURE
TRASH ENCLOSURE
TRASH ENCLOSURE
5' SIDEWALK (TYP.)
6.5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
6' SIDEWALK
5' SIDEWALK (TYP.)
10' SIDEWALK
5' SIDEWALK (TYP.)
2' VALLEY PAN
5' SIDEWALK (TYP.)
FUTURE 10'
TRAIL (TYP.)
2' VALLEY PAN
8' SIDEWALK
8' SIDEWALK
10' SIDEWALK
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
P1
PAVING PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
7
NORTH
( IN FEET )
0
1 INCH = 80 FEET
80 80 160 240
KEYMAP
GAS
SANI
NOTES:
1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT
SECTIONS.
2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION
MANUAL.
3. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT
RECOMMENDATIONS.
4. REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING, SCORING,
ETC.
5. CONCRETE PARKING LOT SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08.
EXISTING RIGHT OF WAY
LEGEND:
PROPOSED CURB & GUTTER
EASEMENT LINE
PROJECT BOUNDARY
PROPOSED RIGHT-OF-WAY
PUBLIC ASPHALT PAVING
CONCRETE PARKING/PAVING
PERMEABLE PAVERS
LOT LINE
PRIVATE LIGHT-DUTY ASPHALT PAVING
PRIVATE HEAVY-DUTY ASPHALT PAVING
INFLOW CURB
TEMPORARY GRAVEL ACCESS ROAD
R15'
R26'
5.00'
5.00'
3.00'
4.00'
LENGTH
34.98'
59.69'
59.69'
41.85'
17.84'
17.84'
34.22'
61.26'
7.85'
7.85'
26.70'
14.32'
7.85'
7.85'
4.71'
4.71'
7.85'
7.85'
4.71'
6.28'
BEARING
S63°37'38"W
S69°26'03"W
N20°33'57"W
N55°58'56"E
S79°01'04"E
S79°01'04"E
N62°23'32"E
N82°15'15"E
S20°33'57"E
N69°26'03"E
S20°33'57"E
S55°58'56"W
N47°28'11"W
S42°31'49"W
N47°28'11"W
N42°31'49"E
S47°28'11"E
N42°31'49"E
S47°28'11"E
N42°31'49"E
CHORD
33.76'
53.74'
53.74'
39.76'
17.68'
17.68'
33.13'
55.15'
7.07'
7.07'
24.04'
13.60'
7.07'
7.07'
4.24'
4.24'
7.07'
7.07'
4.24'
5.66'
CURVE TABLE
CURVE
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
DELTA
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
99°48'41"
77°05'33"
120°00'00"
55°30'07"
67°35'39"
60°00'00"
120°00'00"
60°00'00"
129°43'26"
RADIUS
4.00'
5.00'
1.00'
1.00'
1.00'
4.00'
4.00'
1.00'
1.00'
4.00'
4.00'
15.00'
5.00'
2.00'
26.00'
3.00'
3.00'
1.50'
3.00'
1.00'
LENGTH
6.28'
7.85'
1.57'
1.57'
1.57'
6.28'
6.28'
1.57'
1.57'
6.28'
6.28'
26.13'
6.73'
4.19'
25.19'
3.54'
3.14'
3.14'
3.14'
2.26'
BEARING
S47°28'11"E
S47°28'11"E
S42°31'49"W
S47°28'11"E
S42°31'49"W
N47°28'11"W
S42°31'49"W
N47°28'11"W
S42°31'49"W
N47°28'11"W
S42°31'49"W
N42°33'51"W
N45°53'16"E
N35°33'57"W
N52°11'07"E
S66°16'00"E
S62°28'11"E
N27°31'49"E
S62°28'11"E
N32°23'32"E
CHORD
5.66'
7.07'
1.41'
1.41'
1.41'
5.66'
5.66'
1.41'
1.41'
5.66'
5.66'
22.95'
6.23'
3.46'
24.21'
3.34'
3.00'
2.60'
3.00'
1.81'
CURVE TABLE
CURVE
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
C61
DELTA
120°00'00"
60°00'00"
131°08'41"
78°51'19"
86°03'00"
90°00'00"
64°34'33"
115°25'27"
129°13'44"
13°31'01"
90°00'00"
90°00'00"
90°00'00"
61°20'29"
61°20'29"
68°12'13"
121°46'19"
58°13'41"
90°00'00"
69°59'02"
RADIUS
1.50'
3.00'
1.50'
27.00'
15.00'
15.00'
27.00'
3.00'
2.50'
26.00'
3.00'
3.00'
3.00'
5.00'
5.00'
5.00'
3.00'
27.00'
1.50'
68.00'
LENGTH
3.14'
3.14'
3.43'
37.16'
22.53'
23.56'
30.43'
6.04'
5.64'
6.13'
4.71'
4.71'
4.71'
5.35'
5.35'
5.95'
6.38'
27.44'
2.36'
83.06'
BEARING
N22°44'45"W
N67°15'15"E
N17°10'24"W
N87°49'36"E
S09°43'15"E
S82°15'15"W
N20°27'29"W
N69°32'31"E
S11°52'07"W
S83°14'29"W
N45°00'00"W
S45°00'00"W
S45°00'00"E
N30°40'14"E
N30°40'14"E
S86°50'52"E
N08°08'24"E
S81°51'36"E
S07°44'45"E
S87°44'16"E
CHORD
2.60'
3.00'
2.73'
34.30'
20.47'
21.21'
28.85'
5.07'
4.52'
6.12'
4.24'
4.24'
4.24'
5.10'
5.10'
5.61'
5.24'
26.27'
2.12'
77.99'
CURVE TABLE
CURVE
C62
C63
C64
C65
C66
C67
C68
C69
C70
C71
C72
C73
C74
C75
C76
C77
C78
C79
C80
C81
DELTA
128°14'31"
120°00'00"
60°00'00"
131°59'40"
78°00'20"
90°00'00"
103°40'04"
76°19'22"
50°16'04"
60°00'00"
120°00'00"
60°00'00"
120°00'00"
60°00'00"
120°00'00"
60°00'00"
120°00'00"
78°12'06"
120°00'00"
33°05'46"
RADIUS
8.50'
1.50'
3.00'
1.50'
27.00'
3.00'
3.00'
22.00'
27.00'
12.50'
1.50'
3.00'
1.50'
3.00'
1.50'
3.00'
1.50'
3.00'
1.50'
12.50'
LENGTH
19.03'
3.14'
3.14'
3.46'
36.76'
4.71'
5.43'
29.31'
23.69'
13.09'
3.14'
3.14'
3.14'
3.14'
3.14'
3.14'
3.14'
4.09'
3.14'
7.22'
BEARING
N33°07'59"E
N22°44'45"W
N67°15'15"E
N16°44'55"W
N88°15'05"E
S07°44'45"E
S89°05'17"W
N00°54'59"W
N62°23'47"E
S62°28'11"E
S27°31'49"W
N62°28'11"W
S27°31'49"W
N62°28'11"W
S27°31'49"W
N62°28'11"W
S27°31'49"W
N44°40'00"W
S54°26'03"W
N49°01'04"W
CHORD
15.30'
2.60'
3.00'
2.74'
33.99'
4.24'
4.72'
27.19'
22.94'
12.50'
2.60'
3.00'
2.60'
3.00'
2.60'
3.00'
2.60'
3.78'
2.60'
7.12'
CURVE TABLE
CURVE
C82
C83
C84
C85
C86
C87
C88
C89
C90
C91
C92
C93
C94
C95
C96
C97
C98
C99
C100
C101
DELTA
116°54'14"
120°00'00"
60°00'00"
120°05'46"
141°35'38"
120°00'00"
60°00'00"
120°00'00"
150°00'00"
125°17'22"
84°42'38"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
120°00'00"
120°00'00"
60°00'00"
102°43'31"
RADIUS
1.50'
1.50'
3.00'
1.50'
1.69'
1.50'
3.00'
1.50'
1.00'
1.50'
17.00'
5.00'
5.00'
5.00'
1.00'
1.00'
1.50'
2.50'
9.00'
17.00'
LENGTH
3.06'
3.14'
3.14'
3.14'
4.19'
3.14'
3.14'
3.14'
2.62'
3.28'
25.13'
7.85'
7.85'
7.85'
1.57'
1.57'
3.14'
5.24'
9.42'
30.48'
BEARING
S25°58'56"W
S35°33'57"E
S54°26'03"W
S35°31'04"E
S76°21'46"E
N54°26'03"E
S35°33'57"E
N54°26'03"E
N09°26'03"E
N32°55'16"W
N72°04'44"E
S20°33'57"E
N69°26'03"E
N42°31'49"E
S47°28'11"E
N42°31'49"E
N27°31'49"E
N35°33'57"W
N54°26'03"E
N26°55'43"W
CHORD
2.56'
2.60'
3.00'
2.60'
3.20'
2.60'
3.00'
2.60'
1.93'
2.66'
22.91'
7.07'
7.07'
7.07'
1.41'
1.41'
2.60'
4.33'
9.00'
26.56'
CURVE TABLE
CURVE
C102
C103
C104
C105
C106
C107
C108
C109
C110
C111
C112
C113
C114
C115
C116
C117
C118
C119
C120
C121
DELTA
134°10'43"
6°28'05"
110°04'39"
86°54'14"
120°00'00"
65°34'59"
47°31'19"
129°59'29"
87°57'51"
62°02'09"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
72°38'11"
83°27'07"
83°54'43"
90°00'00"
90°00'00"
90°00'00"
RADIUS
2.50'
50.00'
3.00'
6.50'
2.50'
5.00'
26.00'
1.50'
4.50'
15.00'
4.00'
2.50'
2.50'
15.00'
4.00'
15.00'
4.00'
4.00'
3.00'
3.00'
LENGTH
5.85'
5.64'
5.76'
9.86'
5.24'
5.72'
21.56'
3.40'
6.91'
16.24'
6.28'
3.93'
3.93'
23.56'
5.07'
21.85'
5.86'
6.28'
4.71'
4.71'
BEARING
S34°37'10"W
N78°43'21"W
S49°28'22"W
N49°01'04"W
S27°31'49"W
N65°15'40"W
S58°11'11"W
S30°34'13"E
S40°27'08"W
S34°32'52"E
N20°33'57"W
S69°26'03"W
S20°33'57"E
N69°26'03"E
N48°06'58"E
N29°55'41"W
S66°23'24"W
N20°33'57"W
S69°26'03"W
N20°33'57"W
CHORD
4.61'
5.64'
4.92'
8.94'
4.33'
5.42'
20.95'
2.72'
6.25'
15.46'
5.66'
3.54'
3.54'
21.21'
4.74'
19.97'
5.35'
5.66'
4.24'
4.24'
CURVE TABLE
CURVE
C122
C123
C124
C125
C126
C127
C128
C129
C130
C131
C132
C133
C134
C135
C136
C137
C138
C139
C140
C141
DELTA
68°40'02"
141°19'58"
70°55'44"
67°23'18"
131°40'57"
60°00'00"
120°00'00"
92°57'53"
33°55'28"
143°06'39"
49°04'16"
113°00'00"
161°00'00"
177°03'03"
101°05'52"
102°22'25"
48°22'45"
21°55'15"
63°32'31"
68°38'00"
RADIUS
15.00'
1.50'
5.00'
26.00'
2.50'
3.00'
1.50'
5.00'
26.00'
2.50'
13.00'
3.00'
11.50'
1.00'
11.00'
3.00'
13.50'
42.00'
25.00'
35.00'
LENGTH
17.98'
3.70'
6.19'
30.58'
5.75'
3.14'
3.14'
8.11'
15.39'
6.24'
11.13'
5.92'
32.31'
3.09'
19.41'
5.36'
11.40'
16.07'
27.73'
41.93'
BEARING
S80°06'02"W
S24°53'58"E
S48°58'11"W
S20°11'21"E
N60°16'31"E
S35°33'57"E
N54°26'03"E
S52°02'54"E
N64°30'26"E
N24°00'38"W
S58°27'52"E
N26°30'00"W
S50°30'00"E
N51°16'17"W
S14°34'14"E
N13°55'58"W
N61°26'37"E
S74°40'22"W
S84°31'00"E
N87°03'45"W
CHORD
16.92'
2.83'
5.80'
28.85'
4.56'
3.00'
2.60'
7.25'
15.17'
4.74'
10.80'
5.00'
22.68'
2.00'
16.99'
4.68'
11.06'
15.97'
26.33'
39.46'
CURVE TABLE
CURVE
C142
C143
C144
C145
C146
C147
C148
C149
C150
C152
C153
C154
C155
C156
C158
C159
C160
C161
C162
C163
DELTA
28°54'33"
8°28'11"
55°00'00"
63°28'11"
94°43'13"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
58°55'32"
160°15'00"
160°15'00"
58°55'32"
157°21'03"
89°57'14"
85°50'34"
22°37'09"
25°31'11"
32°17'14"
32°17'14"
RADIUS
72.00'
250.00'
44.00'
19.00'
4.00'
3.00'
5.00'
3.00'
3.00'
50.00'
1.00'
1.00'
50.00'
1.00'
118.58'
98.58'
210.00'
190.00'
160.00'
140.00'
LENGTH
36.33'
36.96'
42.24'
21.05'
6.61'
4.71'
7.85'
4.71'
4.71'
51.42'
2.80'
2.80'
51.42'
2.75'
186.18'
147.70'
82.90'
84.63'
90.16'
78.89'
BEARING
N73°04'32"E
S88°14'06"E
S56°30'00"E
N60°44'06"W
S40°10'12"W
S82°15'15"W
S82°15'15"W
S07°44'45"E
S07°44'45"E
S50°10'30"W
N79°09'46"W
N81°05'14"E
S48°15'01"E
S00°57'44"W
S45°50'30"E
S47°33'44"E
N86°32'37"W
N85°05'35"W
N81°42'34"W
N81°42'34"W
CHORD
35.94'
36.92'
40.63'
19.99'
5.89'
4.24'
7.07'
4.24'
4.24'
49.19'
1.97'
1.97'
49.19'
1.96'
167.64'
134.27'
82.37'
83.93'
88.97'
77.85'
CURVE TABLE
CURVE
C165
DELTA
60°09'50"
RADIUS
7.00'
LENGTH
7.35'
BEARING
S05°38'52"E
CHORD
7.02'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
LENGTH
71.35'
88.75'
404.33'
33.46'
185.22'
283.00'
157.49'
101.66'
207.00'
153.82'
110.87'
48.58'
485.12'
285.85'
131.67'
7.26'
11.00'
102.00'
11.00'
9.22'
2.47'
15.46'
11.00'
34.00'
11.00'
BEARING
N90°00'00.00"W
S37°15'15.00"W
S87°31'49.00"W
N65°33'57.00"W
N24°26'03.00"E
N65°33'57.22"W
S65°33'57.00"E
S24°26'03.00"W
N65°33'57.22"W
N24°26'02.78"E
N87°31'49.00"E
S65°33'57.00"E
N87°31'49.00"E
N37°15'15.00"E
S52°44'45.00"E
S65°33'57.00"E
S24°26'03.00"W
S65°33'57.00"E
N24°26'03.00"E
S65°33'57.00"E
S24°26'03.00"W
S87°31'49.00"W
N02°28'11.00"W
S87°31'49.00"W
S02°28'11.00"E
LINE TABLE
LINE
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
LENGTH
6.50'
10.35'
11.00'
25.50'
11.00'
10.35'
3.14'
3.00'
0.97'
2.18'
11.00'
25.77'
2.75'
24.00'
43.04'
46.84'
12.00'
17.00'
12.00'
57.24'
54.10'
12.00'
34.17'
12.00'
10.17'
BEARING
S87°31'49.00"W
N87°31'49.00"E
S02°28'11.00"E
N87°31'49.00"E
N02°28'11.00"W
N87°31'49.00"E
S02°28'11.00"E
N87°31'49.00"E
S02°28'11.00"E
N87°31'49.00"E
S02°28'11.00"E
N87°31'49.00"E
S87°31'49.00"W
S02°28'11.00"E
N87°31'49.00"E
S87°31'49.00"W
N02°28'11.00"W
S87°31'49.00"W
S02°28'11.00"E
S87°31'49.00"W
S87°31'49.00"W
N02°28'11.00"W
S87°31'49.00"W
S02°28'11.00"E
S87°31'49.00"W
LINE TABLE
LINE
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
L74
L75
LENGTH
12.38'
78.69'
12.32'
6.34'
13.82'
117.97'
13.18'
4.43'
14.05'
127.79'
13.18'
5.22'
14.05'
133.69'
16.49'
16.08'
147.21'
13.18'
3.98'
14.05'
153.64'
12.63'
104.67'
17.41'
13.68'
BEARING
N84°26'03.00"E
N24°26'03.00"E
S84°26'03.00"W
N24°26'03.00"E
S32°28'11.00"E
N87°31'49.00"E
N32°28'11.00"W
N87°31'49.00"E
S32°28'11.00"E
N87°31'49.00"E
N32°28'11.00"W
N87°31'49.00"E
S32°28'11.00"E
N87°31'49.00"E
N32°28'11.00"W
S82°44'45.00"E
N37°15'15.00"E
N82°44'45.00"W
N37°15'15.00"E
S82°44'45.00"E
N37°15'15.00"E
N82°44'45.00"W
S52°44'45.00"E
N52°44'45.00"W
S52°44'45.00"E
LINE TABLE
LINE
L76
L77
L78
L79
L80
L81
L82
L83
L84
L85
L86
L87
L88
L89
L90
L91
L92
L93
L94
L95
L96
L98
L99
L100
L101
LENGTH
59.50'
5.65'
13.00'
18.00'
13.00'
43.70'
24.00'
3.96'
13.00'
13.35'
90.17'
12.29'
76.67'
12.40'
2.50'
15.50'
6.26'
9.17'
11.99'
68.90'
13.18'
14.05'
147.49'
12.54'
1.01'
BEARING
N37°15'15.00"E
N90°00'00.00"W
N00°00'00.00"E
N90°00'00.00"W
S00°00'00.00"E
N90°00'00.00"W
S00°00'00.00"E
N90°00'00.00"E
S00°00'00.00"E
N00°00'00.00"E
N90°00'00.00"E
S52°44'45.00"E
N37°15'15.00"E
N52°44'45.00"W
S52°44'45.00"E
S37°15'15.00"W
S52°44'45.00"E
N30°59'16.27"W
S82°44'45.00"E
N37°15'15.00"E
N82°44'45.00"W
S82°44'45.00"E
N37°15'15.00"E
N82°44'45.00"W
S52°44'45.00"E
LINE TABLE
LINE
L102
L103
L104
L105
L106
L107
L108
L109
L110
L111
L112
L113
L114
L115
L116
L117
L118
L119
L120
L121
L122
L123
L124
L125
L126
LENGTH
6.47'
156.20'
13.18'
3.59'
14.05'
88.53'
13.18'
4.27'
14.05'
88.35'
13.18'
13.36'
14.05'
84.77'
13.18'
5.91'
12.72'
59.08'
13.18'
12.58'
146.45'
12.99'
20.93'
127.79'
13.18'
BEARING
N87°31'49.00"E
S87°31'49.00"W
S32°28'11.00"E
S87°31'49.00"W
N32°28'11.00"W
S87°31'49.00"W
S32°28'11.00"E
S87°31'49.00"W
N32°28'11.00"W
S87°31'49.00"W
S32°28'11.00"E
S87°31'49.00"W
N32°28'11.00"W
S87°31'49.00"W
S32°28'11.00"E
S87°31'49.00"W
N05°33'57.00"W
N65°33'57.00"W
S05°33'57.00"E
N32°28'11.00"W
S87°31'49.00"W
S32°28'11.00"E
S84°26'02.78"W
S24°26'02.78"W
N84°26'02.78"E
LINE TABLE
LINE
L127
L128
L129
L130
L131
L132
L133
L134
L135
L136
L137
L138
L139
L140
L141
L142
L143
L145
L146
L147
L148
L149
L150
L151
L152
LENGTH
4.13'
14.05'
98.34'
16.08'
14.09'
117.97'
13.18'
3.95'
14.05'
166.63'
13.43'
14.32'
16.62'
12.51'
12.33'
87.37'
13.11'
16.67'
11.00'
1.92'
1.14'
0.97'
1.00'
9.00'
1.00'
BEARING
S24°26'02.78"W
S84°26'02.78"W
S24°26'02.78"W
N84°26'02.78"E
S05°33'57.22"E
S65°33'57.22"E
N05°33'57.22"W
S65°33'57.22"E
S05°33'57.22"E
S65°33'57.22"E
N05°33'57.22"W
S65°33'57.22"E
N24°26'03.00"E
N65°33'57.00"W
N84°26'03.00"E
N24°26'03.00"E
S84°26'03.00"W
S65°33'57.00"E
N24°26'03.00"E
S65°33'57.00"E
N02°28'11.00"W
N02°28'11.00"W
S02°28'11.00"E
N87°31'49.00"E
N02°28'11.00"W
LINE TABLE
LINE
L153
L154
L155
L156
L157
L158
L159
L160
L161
L162
L163
L164
L165
L166
L167
L168
L169
L170
L171
L172
L173
L174
L175
L176
L177
LENGTH
11.45'
94.78'
10.58'
5.36'
10.94'
49.27'
15.08'
11.50'
59.08'
9.67'
76.27'
11.45'
29.64'
12.78'
12.75'
29.64'
11.77'
10.19'
25.50'
11.93'
49.56'
64.75'
78.71'
13.16'
11.94'
BEARING
S84°26'03.00"W
N24°26'03.00"E
N84°26'03.00"E
N24°26'03.00"E
S32°28'11.00"E
S87°31'49.00"W
N32°28'11.00"W
S05°33'57.00"E
N65°33'57.00"W
N05°33'57.00"W
S87°31'49.00"W
S32°28'11.00"E
S87°31'49.00"W
N32°28'11.00"W
N84°26'02.78"E
S24°26'02.78"W
S84°26'02.78"W
S65°33'57.22"E
N65°33'57.00"W
N24°26'03.00"E
N65°33'57.22"W
S65°33'57.22"E
N24°26'03.00"E
N84°26'03.00"E
S24°26'02.78"W
LINE TABLE
LINE
L178
L179
L180
L181
L182
L183
L184
L185
L186
L187
L188
L189
L190
L191
L192
L193
L194
L195
L196
L197
L198
L199
L200
L201
L202
LENGTH
38.63'
12.00'
48.32'
69.34'
12.11'
77.75'
12.45'
10.89'
78.71'
14.05'
6.81'
13.18'
127.79'
8.99'
9.27'
29.04'
32.73'
27.47'
70.67'
62.72'
122.93'
41.20'
8.19'
34.37'
33.08'
BEARING
N65°33'57.22"W
N24°26'03.00"E
N65°33'57.22"W
N65°33'57.22"W
N84°26'02.78"E
S24°26'02.78"W
S84°26'02.78"W
N05°33'57.22"W
S65°33'57.00"E
S05°33'57.00"E
S65°33'57.22"E
N05°33'57.22"W
S65°33'57.22"E
S05°33'57.22"E
S84°26'03.00"W
S33°55'43.73"E
S83°00'00.00"E
S30°00'00.00"W
N49°00'00.00"E
N40°12'11.78"E
S35°58'41.76"W
S37°15'15.00"W
N63°42'44.31"E
S52°44'45.00"E
S58°37'15.40"W
LINE TABLE
LINE
L203
L204
L205
L206
L207
L208
L209
L210
L211
L212
L213
L214
L215
L216
L217
L218
L219
L220
L221
L222
L224
L227
L228
L229
L230
LENGTH
252.14'
3.56'
15.98'
93.65'
95.49'
76.44'
4.22'
2.60'
10.40'
17.00'
23.17'
2.33'
65.55'
1.04'
27.36'
20.57'
255.91'
255.91'
7.62'
22.46'
279.26'
196.94'
17.37'
33.73'
33.73'
BEARING
N87°31'48.78"E
S84°00'00.00"E
N29°00'00.00"W
N87°31'48.78"E
S07°11'24.03"E
S81°48'49.07"E
N90°00'00.00"E
N52°44'45.00"W
N52°44'45.00"W
S37°15'15.00"W
S52°44'45.00"E
S52°44'45.00"E
N00°57'44.13"E
N37°15'15.00"E
N72°19'59.50"W
N72°19'59.50"W
S82°08'49.01"W
S82°08'49.01"W
S24°26'02.78"W
N81°21'09.69"E
N24°26'02.78"E
S32°39'50.52"W
N48°44'58.30"E
N42°17'58.97"E
N42°17'58.97"E
LINE TABLE
LINE
L231
L232
LENGTH
46.77'
90.42'
BEARING
N42°17'58.97"E
S65°33'57.00"E
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
HC3
HORIZONTAL CONTROL PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
6
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
KEYMAP
GAS
SANI
HC1
HC2
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
LEGEND:
1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF
WALK.
2. ATTACHED WALK WIDTHS ARE FROM FLOWLINE OF CURB & GUTTER.
3. ALL PARKING STRIPE SHALL BE 4" WHITE OR PER MUTCD.
4. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
NOTES:
STANDARD ACCESS RAMP S
CURB AND GUTTER
DIRECTIONAL ACCESS RAMP D
X' PAN PX
CORNER APPROACH ACCESS RAMP C
18" INFALL VERTICAL CURB AND GUTTER
18" OUTFALL VERTICAL CURB AND GUTTER
30" INFALL CURB AND GUTTER
30" OUTFALL VERTICAL CURB AND GUTTER
1
2
3
4
31" ROLL-OVER CURB AND GUTTER 5
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18" SS 18" SS
12" W 12" W 12" W
12" W 12" W
12" W
12" W 12" W 12" W
12" W 12" W
12" W
W W W W W W W
W
W
18" SS
X
X
X
X
X
X
X
X
S
S GAS
18" SS
18" SS
18" SS
18" SS
18" 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
G
G G
G
G
CITY OF FORT COLLINS
NATURAL RESOURCE AREA
UTILITY EASEMENT
(WIDTH VARIES)
97.88'
FL-FL
24' U&EAE
EXISTING 30'
SANITARY SEWER
EASEMENT
FUTURE 10'
TRAIL
20' DRAINAGE
EASEMENT
30' SFCSD SANITARY
SEWER EASEMENT
75' TEMPORARY
CONSTRUCTION EASEMENT
50' TEMPORARY
CONSTRUCTION EASEMENT
EXISTING
WETLANDS
EXISTING CITY
FLOODPLAIN/FLOODWAY
VENUS AVENUE
SEE SHEET
R3
24' EAE
24' FL-FL
BUILDING 10
BUILDING 11
GARAGE 1
GARAGE 2
BUILDING 1
BUILDING 9
GARAGE 4
GARAGE 3
CLUBHOUSE
20'
EOA-EOA
EXISTING
PROPERTY LINE
24' EAE
24' EAE
24' EAE
51'
FL-FL
24'
FL-FL
40'
FL-FL
PROPOSED
LANDSCAPE
WALLS (TYP.)
EASEMENT
EXCLUSION (TYP.)
EASEMENT
EXCLUSION (TYP.)
51' UTILITY & ACCESS
EASEMENT
(BY SEPARATE DOCUMENT) VINYARD SUBDIVISION
BLOCK 1
LOT 2
BUILDING 8
PROPOSED LANDSCAPE
WALLS (TYP.)
1
1
2
1
1
1 2
1
1
2
2
1 1 T
2 T
2
2
2
2
2 2
2 2
1
1
1
1
1 1
1 1
1 1
1
2
T
2
2
2
2
2
2
2
2 2
2
2
2
1
10' SIDEWALK
10' SIDEWALK
10' SIDEWALK
D
D
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
STRUCTURAL
RETAINING WALL (TYP.)
D
D
STRUCTURAL
RETAINING WALL (TYP.)
5
T
T
P5
EASEMENT
EXCLUSION (TYP.)
P2
15' UTILITY EASEMENT
14'
(TYP.)
8.5'
(TYP.)
P2
P2
20' UE
3' (TYP.)
25.5' UE
9.5' EAE
26' UTILITY & ACCESS
EASEMENT
(BY SEPARATE DOCUMENT)
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
HC2
HORIZONTAL CONTROL PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
5
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
KEYMAP
GAS
SANI
HC1
HC2
MATCHLINE - SEE SHEET HC1
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
LEGEND:
1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF
WALK.
2. ATTACHED WALK WIDTHS ARE FROM FLOWLINE OF CURB & GUTTER.
3. ALL PARKING STRIPE SHALL BE 4" WHITE OR PER MUTCD.
4. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
NOTES:
STANDARD ACCESS RAMP S
CURB AND GUTTER
DIRECTIONAL ACCESS RAMP D
X' PAN PX
CORNER APPROACH ACCESS RAMP C
18" INFALL VERTICAL CURB AND GUTTER
18" OUTFALL VERTICAL CURB AND GUTTER
30" INFALL CURB AND GUTTER
30" OUTFALL VERTICAL CURB AND GUTTER
1
2
3
4
31" ROLL-OVER CURB AND GUTTER 5
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8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
15" SS
15" SS
15" SS
15" SS
15" SS
15" SS 15" SS 15" SS
15" SS
15" SS
15" SS
15" SS
15" SS
15" SS
15" SS 15" SS 15" SS
OWNER: CITY OF FORT COLLINS
TRACT A
ADER ESTATES PUD
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
15" SS 15" SS
15" SS
15" SS 15" SS
SSANI
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
100' ROW
COLORADO &
SOUTHERN
RAILROAD
EXISTING 30'
SANITARY SEWER
EASEMENT
CITY OF FORT COLLINS
NATURAL RESOURCE AREA
OWNER: CITY OF FORT COLLINS
TRACT A
ADER ESTATES PUD
FUTURE 10'
TRAIL
EXISTING
WETLANDS
EXISTING
WETLANDS
EXISTING CITY
FLOODPLAIN/FLOODWAY
EXISTING CITY
FLOODPLAIN /
FLOODWAY
BUILDING 7
GARAGE 3
POOL
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5
BUILDING 6
CLUBHOUSE
EASEMENT
EXCLUSION (TYP.)
24' EAE
24'
FL-FL
PROJECT
BOUNDARY
PROPOSED LANDSCAPE
WALLS (TYP.)
VINYARD SUBDIVISION
BLOCK 1
LOT 1
24' EAE
EASEMENT
EXCLUSION (TYP.)
1
2
2
2
2 2
2
2 2
2
1
1
2
2
1
2
1
2
2
T
2
2
2
2
2
2
2
2
2
2
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
T
1
1
1
1 T
T 2
2
1
1
1
T
5.5' SIDEWALK
6.5' SIDEWALK
6.5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
P2
P2
P2
P2
24' EAE
P2
PROPOSED LANDSCAPE
WALLS (TYP.)
51.33'
FL-FL
51.33'
FL-FL
24'
FL-FL
51.33'
FL-FL
P2
STRUCTURAL
RETAINING WALL (TYP.)
P2
14'
(TYP.)
8.5'
(TYP.)
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
HC1
HORIZONTAL CONTROL PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
4
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
KEYMAP
GAS
SANI
HC1
HC2
MATCHLINE - SEE SHEET HC2
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
LEGEND:
1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF
WALK.
2. ATTACHED WALK WIDTHS ARE FROM FLOWLINE OF CURB & GUTTER.
3. ALL PARKING STRIPE SHALL BE 4" WHITE OR PER MUTCD.
4. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
NOTES:
STANDARD ACCESS RAMP S
CURB AND GUTTER
DIRECTIONAL ACCESS RAMP D
X' PAN PX
CORNER APPROACH ACCESS RAMP C
18" INFALL VERTICAL CURB AND GUTTER
18" OUTFALL VERTICAL CURB AND GUTTER
30" INFALL CURB AND GUTTER
30" OUTFALL VERTICAL CURB AND GUTTER
1
2
3
4
31" ROLL-OVER CURB AND GUTTER 5
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8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
18" SS
18" SS
18" SS
18" SS
18" SS 18" SS
18" SS 18" SS
18" SS
18" SS
15" SS
15" SS
15" SS
15" SS
15" SS
15" SS 15" SS
15" SS
15" SS
6" W 6" W
6" W 6" W 6" W
6" W 6" W
6" W
6" W
6" W
8" SS
6" W
6" W 6" W
6" W
6" W
6" W
6" W
8" W
8" W
8" W
12" W 12" W
12" W 12" W
12" W 12" W
W
W W
W W W W
W
W W
W
8" SS
18" SS 18" SS
18" SS
X
X
X
X X
X
X
X
X
X
X
X
X
8" SS 8" SS
8" SS 8" SS 8" SS
8" SS
8" SS
15" SS
15" SS
15" SS
15" SS
15" SS
S
S GAS
SSANI
TH
TH
TH
TH
TH
18" SS
18" SS
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X
G
CRESTRIDGE DRIVE
(60' R.0.W.)
U.S. HIGHWAY 287
(COLLEGE AVENUE)
(PUBLIC R.O.W. VARIES)
88'
FL-FL
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EXISTING GRAVEL
DRIVE TO BE REMOVED
EXISTING TREES TO
BE REMOVED (TYP.)
EXISTING TREES TO
BE REMOVED (TYP.)
EXISTING CONCRETE
TO BE REMOVED (TYP.)
EXISTING ASPHALT TO
BE REMOVED (TYP.)
EXISTING ASPHALT TO
BE REMOVED /
REPLACED (TYP.)
SAWCUT LINE
±193LF EXISTING FENCE
TO BE REMOVED
EXISTING STREET
LIGHTS TO BE
REMOVED (TYP.)
EXISTING STRIPING
TO BE REMOVED
EXISTING WETLANDS
EROSION BUFFER LIMITS
CITY FLOODPLAIN /
FLOODWAY
CITY FLOODPLAIN /
FLOODWAY
EROSION
BUFFER LIMITS
EXISTING WETLANDS
EXISTING 14" AC
WATER (FCLWD)
EXISTING 6" PVC
WATER (FCLWD)
EXISTING 8" PVC
SANITARY SEWER
(SFCSD)
EXISTING 15" PVC
SANITARY SEWER
(SFCSD)
EXISTING 15" PVC
SANITARY SEWER
(SFCSD)
100' COLORADO &
SOUTHERN
RAILROAD R.O.W.
PROJECT
BOUNDARY
FOSSIL CREEK
EXISTING ROCK
OUTCROPPING
EXISTING BILLBOARD
TO BE REMOVED
EXISTING METAL STORAGE SHED
TO BE REMOVED / RELOCATED
±1,232 LF EXISTING
CURB & GUTTER TO
BE REMOVED
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/ / /
EXISTING ASPHALT TO
BE REMOVED /
REPLACED (TYP.)
SAWCUT LINE
EXISTING 6" CI
WATER STUB
(FCLWD)
EXISTING
PROPERTY LINE
MILE MARKER TO
BE RELOCATED
DAKO SIGN TO
BE REMOVED
SIGN TO BE
REMOVED
TEST HOLE
BEDROCK ELEV=4991.14
18" ADS CULVERT
TO BE REMOVED
GRAVEL ROAD
TO BE REMOVED
EXISTING SIGNS TO BE
REMOVED / RELOCATED
24" CMP CULVERT
EXISTING FENCE
TO BE REMOVED
EXISTING TREES TO
BE REMOVED (TYP.)
EXISTING
150' ROW
EXISTING
178' ROW
BLOCK 7
FUTURE
VINYARD SUBDIVISION
BLOCK 1
LOT 2
LOT 1
RISING SON
MINOR
SUBDIVISION
OWNER: HEALY
INVESTMENT
COMPANY
CITY OF FORT COLLINS
NATURAL RESOURCE AREA
CITY OF FORT COLLINS
NATURAL RESOURCE AREA
OWNER: CITY OF FORT
COLLINS
TRACT A
ADER ESTATES PUD
OWNER: THE VINEYARD
CHURCH OF FORT COLLINS
SMOKEY STREET
FUTURE
VINYARD SUBDIVISION
BLOCK 1
LOT 1
ADER ESTATES PUD
OWNER: HENDRIE
FAMILY TRUST
FOSSIL CREEK DR
LOT 54A, AMEND PLAT OF
LOTS 54 & 55 OF
APPLEWOOD ESTATES
OWNER: RTA
PROPERTIES LLC
BUENO DRIVE
SOUTH 13
SUBDIVISION
FOSSIL CREEK
MEADOWS 1ST AMD
KEL-MAR STRIP 2ND
OWNER:
HEALY INVESTMENT
COMPANY
LOT 5 LOT 4 LOT 3
SKYVIEW
SUBDIVISION
LOT 2 LOT 1
LOT 5
BLOCK 1
LOT 6 SSTM INV. LLC
LOT 10 LOT 9 LOT 8 LOT 7 LOT 6
LOT 11
LOT 12
BLOCK 6 BLOCK 5
MILKY WAY DRIVE
MARS DRIVE
MERCURY DRIVE
NEPTUNE DRIVE
LOT 25
LOT 26
LOT 44
LOT 43
LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 32
LOT 2 LOT 3 LOT 4
LOT 1
TEST HOLE
BEDROCK ELEV=4977.12
TEST HOLE
BEDROCK ELEV=4968.42
TEST HOLE
BEDROCK ELEV=4995.21
TEST HOLE
BEDROCK ELEV=4975.91
VENUS AVENUE
(60' R.O.W)
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
EX1
& DEMOLITION PLAN
EXISTING CONDITIONS
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
3
NORTH
( IN FEET )
0
1 INCH = 100 FEET
100 100 200 300
EXISTING OVERHEAD ELECTRIC OHE OHE
LEGEND:
G
EXISTING STORM DRAIN
EXISTING EROSION BUFFER LIMITS
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES TO BE REMOVED
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. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. 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.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. 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.
7. MILL AND OVERLAY OF STREET CUT AREAS MAY BE REQUIRED. CONTACT CITY
ENGINEER FOR INSPECTION.
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING FENCE
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
EXISTING MONITORING WELL
VAULT
ELEC
CONTROL
IRR
EXISTING LOT LINE
8" SS
8" W
EXISTING TREES TO REMAIN
EXISTING WETLANDS
X
EXISTING PAVEMENT TO BE REMOVED
TOPOGRAPHIC SURVEY LIMITS
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
Northern Engineering Services, Inc
NE Project No. 1099-001
Date: October 28, 2015
Terracon Consultants, Inc.
"Preliminary Geotechnical Engineering Report
Goldelm at Fossil Creek"
Terracon Project No. 20155011
Date: April 14, 2015
KEYMAP
GAS
SANI
ASPHALT CONCRETE
PORPOSED SAWCUT LINE
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 Preliminary Drainage and Erosion Control Report for Fossil Creek Apartments dated February 15, 2017 by Northern
Engineering 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 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 Local Entity 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 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 the City of Fort Collins.
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:
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RSC) THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTH OF FORT
COLLINS, 2.5 MI (4.0 KM) NORTH OF LOVELAND AND 1.5 MI (2.4 KM) SOUTHWEST OF WARREN LAKE, AT U. S. HIGHWAY 287
MILEPOST 341.35, IN THE SOUTHWEST 1/4 OF SECTION 1, T 6 N, R 69 W. OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION
RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 287 AND STATE HIGHWAY 14 IN FORT
COLLINS, GO SOUTH ON U. S. HIGHWAY 287 FOR 5.45 MI (8.77 KM) TO THE STATION ON THE LEFT THE STATION IS A STANDARD
DISK SET IN A DRILL HOLE NEAR THE CENTER OF THE SOUTHERN 1/4 OF A 10- BY 68-FOOT EXPOSED SANDSTONE OUTCROP. IT IS
78.1 FT (23.8 M) NORTH OF THE CENTER OF A GATE AND DIRT ROAD LEADING EAST, 68.9 FT (21.0 M) EAST OF THE CENTER LINE OF
THE NORTH BOUND LANES OF THE HIGHWAY, 11.5 FT (3.5 M) WEST OF THE EASTERN RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) NORTH
OF A WITNESS POST AND ABOUT 10 FT (3.0 M) ABOVE THE HIGHWAY.
Elevation = 4971.76 NAVD88
BENCHMARK #2:
City of Fort Collins Benchmark 43-94
ON TOP OF THE NORTHEAST WINGWALL OF THE BRIDGE ON FOSSIL CREEK DR. OVER FOSSIL CREEK POND. JUST EAST OF
PLEASANT LANE.
Elevation = 4972.68 NAVD88
IF NGVD 29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD 29 UNADJUSTED = NAVD 88 - 3.21.
BASIS OF BEARINGS
The Basis of Bearings is the East line of the Northeast Quarter of Section 11, Township 6 North, Range 69 West of the 6th P.M. as bearing South
00°30'14" West (assumed bearing).
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:
a. Variance request for section 7.4.1.B.4.c Requirements for using Sump Sag Vertical Curves.
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. For additional information see separate Erosion Control Report for Fossil Creek Apartments.
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 Preliminary Drainage and Erosion Control Report for Fossil Creek Apartments dated February 15, 2017 by Northern
Engineering 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. 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. Water service provided by Fort Collins-Loveland Water District. Sanitary service provided by South Fort Collins Sanitation District.
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 and valves are only graphically represented and are not to scale.
5. Minimum depth of cover over water mains shall be 5.0'. maximum cover shall be 6.0'.
6. Maintain 10' horizontal and 18" vertical minimum separation between all sanitary sewer mains, water mains & services.
7. Manhole rim elevations are to be adjusted to 1/4" below finished grade. If necessary, cone sections shall be rotated to prevent lids being located within bicycle or
vehicle wheel paths.
8. All connections to existing manholes shall be core drilled according to the South Fort Collins
Sanitation District standard construction specifications.
9. All multi-family water services shall be 1 1/2" , all sanitary services shall be, 6" PVC unless
otherwise noted.
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COLLEGE AVE.
S. SHIELDS ST.
FOSSIL CREEK PKWY.
SATURN DR.
SMOKEY ST.
CRESTRIDGE
ST.
TYPICAL STREET SECTION
COLLECTOR LOCAL
TYPICAL STREET SECTION
CRESTRIDGE DRIVE
TYPICAL STREET SECTION
RESIDENTIAL LOCAL
TYPICAL STREET SECTION
VENUS DRIVE
TYPICAL STREET SECTION
PRIVATE DRIVE WITH PARKING
TYPICAL STREET SECTION
VENUS DRIVE
TYPICAL STREET SECTION
PRIVATE DRIVE
TYPICAL STREET SECTION
VENUS DRIVE
TYPICAL STREET SECTION
U.S. HIGHWAY 287 (COLLEGE AVE.)
Sheet
FOSSIL CREEK APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 27
CS1
COVER SHEET
PRELIMINARY UTILITY PLANS FOR
FOSSIL CREEK APARTMENTS
BEING A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 11,
TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
VICINITY MAP
NORTH
FEBRUARY 2017
PROJECT
LOCATION
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
APPROVAL BLOCKS:
ABC = AGGREGATE BASE COURSE
ACP = ASBESTOS-CEMENT PIPE
BLDG = BUILDING
BP = BEGINNING POINT
CL = CENTERLINE
CMP = CORRUGATED METAL PIPE
C.O. = CLEAN OUT
DIP = DUCTILE IRON PIPE
EAE = EMERGENCY ACCESS EASEMENT
EL or ELEV = ELEVATION
EOA = EDGE OF ASPHALT
EP = ENDING POINT
FES = FLARED END SECTION
FFE = FINISHED FLOOR ELEVATION
FL = FLOWLINE
FH = FIRE HYDRANT
GB = GRADE BREAK
GV = GATE VALVE
HC = HANDICAP
HP = HIGH POINT
INV = INVERT
LF = LINEAR FEET
LP = LOW POINT
MAX = MAXIMUM
MH or M.H. = MANHOLE
MIN = MINIMUM
PC = POINT OF CURVATURE
PCR = POINT OF CURVE RETURN
PERF = PERFORATED
PRC = POINT OF REVERSE CURVE
PT = POINT OF TANGENCY
PVC = POLYVINYL CHLORIDE
PVI = POINT OF VERTICAL INTERSECTION
PVMT = PAVEMENT
RCP = REINFORCED CONCRETE PIPE
RD = ROOF DRAIN
ROW = RIGHT OF WAY
STA = STATION
STD = STANDARD
SQ FT = SQUARE FOOT / FEET
SW = STEEL WATERLINE
TB = THRUST BLOCK
TBC = TOP BACK OF CURB
TH = THORNBURG-HAMILTON
TYP = TYPICAL
UE = UTILITY EASEMENT
WSEL = WATER SURFACE ELEVATION
ABBREVIATIONS:
DEVELOPER/APPLICANT
CONTACT INFORMATION
PROJECT TEAM:
PWN Architects and Planners, Inc.
Patrick Nook, AIA, NCARB
9250 E. Costilla Ave, Suite 620
Greenwood Village, Colorado 80112
(303) 649-9880
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power-- Tyler Siegmund (970) 416-2772
CABLE------------- Comcast-----------------------------------Don Kapperman (970) 567-0245
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
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 Bolye (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.
SHEET INDEX
PHONE NUMBER
SITE ENGINEER
Northern Engineering Services, Inc.
Ryan Banning, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SURVEYOR
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
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 DATUM: NAVD 88
BENCHMARK #1:
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RSC)
THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTH OF FORT COLLINS, 2.5
MI (4.0 KM) NORTH OF LOVELAND AND 1.5 MI (2.4 KM) SOUTHWEST OF WARREN
LAKE, AT U. S. HIGHWAY 287 MILEPOST 341.35, IN THE SOUTHWEST 1/4 OF
SECTION 1, T 6 N, R 69 W. OWNERSHIP--COLORADO DEPT. OF
TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION
OF U. S. HIGHWAY 287 AND STATE HIGHWAY 14 IN FORT COLLINS, GO SOUTH
ON U. S. HIGHWAY 287 FOR 5.45 MI (8.77 KM) TO THE STATION ON THE
LEFT THE STATION IS A STANDARD DISK SET IN A DRILL HOLE NEAR THE
CENTER OF THE SOUTHERN 1/4 OF A 10- BY 68-FOOT EXPOSED SANDSTONE
OUTCROP. IT IS 78.1 FT (23.8 M) NORTH OF THE CENTER OF A GATE AND
DIRT ROAD LEADING EAST, 68.9 FT (21.0 M) EAST OF THE CENTER LINE OF
THE NORTH BOUND LANES OF THE HIGHWAY, 11.5 FT (3.5 M) WEST OF THE
EASTERN RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST AND
ABOUT 10 FT (3.0 M) ABOVE THE HIGHWAY.
Elevation = 4971.76 NAVD88
BENCHMARK #2:
City of Fort Collins Benchmark 43-94
ON TOP OF THE NORTHEAST WINGWALL OF THE BRIDGE ON FOSSIL CREEK DR. OVER
FOSSIL CREEK POND. JUST EAST OF PLEASANT LANE.
Elevation = 4972.68 NAVD88
IF NGVD 29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED:
NGVD 29 UNADJUSTED = NAVD 88 - 3.21.
BASIS OF BEARINGS
The Basis of Bearings is the East line of the Northeast Quarter of Section 11, Township 6 North,
Range 69 West of the 6th P.M. as bearing South 00°30'14" West (assumed bearing).
Northern Engineering Services, Inc
NE Project No. 1099-001
Date: October 28, 2015
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
CS1
CS2
ENGINEER ING
N O R T H E RN
ENGINEER ING
N O R T H E RN
COVER SHEET
GENERAL AND CONSTRUCTION NOTES
EX1 EXISTING CONDITIONS AND DEMOLITION PLAN
P1 PAVING PLAN
U1-U4 UTILITY PLAN
G1-G3 GRADING PLAN
DR1 DRAINAGE EXHIBIT
EC1 EROSION CONTROL EXHIBIT (STATIC)
Rod Hubbard
Fossil Creek Apartments
PO Box 833
Lakeside, Montana 59922
(719) 231-3565
1
OU1 OVERALL UTILITY PLAN
OG1 OVERALL GRADING PLAN
R1 CRESTRIDGE DRIVE PLAN & PROFILE
R2-R3 VENUS AVENUE PLAN & PROFILE
R8 U.S. HIGHWAY 287 (COLLEGE AVE.)
SIGNAGE & STRIPING PLAN
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
R4-R7 U.S. HIGHWAY 287 (COLLEGE AVE.)
PLAN & PROFILE