HomeMy WebLinkAboutFORTY THREE PRIME - PDP - PDP180014 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSCOLLEGE AVE. (U.S. 287)
SOUTH LEMAY AVENUE
CARPENTER ROAD
AUTUMN RIDGE ROAD
BRITTANY DRIVE
SEPTEMBER 2018
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:
VICINITY MAP
NORTH 1"=1500'
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 24-94
Northeast corner of East Trilby Rd and Portner Dr., on top of the West end of a concrete headwall.
ELEV.= 4960.69
City of Fort Collins Benchmark 25-94
Northwest corner of East Trilby Rd. and South Lemay Ave, on top of the Southeast edge of the
concrete ring to an electric manhole.
ELEV.= 4913.16
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used
NGVD29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.19'
Basis of Bearings
The Basis of Bearings is the North line of the Northeast Quarter of Section 13-6-69 as bearing North
88° 11' 32" West (assumed bearing).
Northern Engineering
Project No. 1328-101
Date: August 2018
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
BEING A REPLAT OF LOT 1, PROVINCETOWNE FILING THREE, LOCATED IN THE NORTHEAST QUARTER OF SECTION 13,
TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO
OWNER/APPLICANT
PROJECT TEAM:
SITE ENGINEER
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
CS2
GENERAL & CONSTRUCTION NOTES
B. Ruch
B. Ruch
N/A
2
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
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MAIL
40' UTILITY EASEMENT
47' DRAINAGE &
UTILITY EASEMENT
EAST TRILBY ROAD
CANDLEWOOD DRIVE
BRITTANY DRIVE
AUTUMN RIDGE DRIVE
8'
24' FL-FL
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2YD
2YD
9' UTILITY EASEMENT
EXISTING 5' SIDEWALK
AUTUMN RIDGE DRIVE
24' FL-FL
6' SIDEWALK
PROPOSED 4'
CONCRETE PAN
PROPOSED
LANDSCAPE WALLS
(RE: LANDSCAPE)
SIGN
EXISTING 30" VERTICAL
CURB & GUTTER
PROPOSED
STAIRS
6' SIDEWALK
EXISTING INLET
EXISTING INLET
47' DRAINAGE &
UTILITY EASEMENT
EAST TRILBY ROAD
EXISTING 5' SIDEWALK
FFE=63.93
FFE=63.93
FFE=64.55
EXISTING 36" RCP
STORM DRAIN
PROPOSED 18" VERTICAL
CURB & GUTTER
(TYP.)
3.0%
1.5%
0.6%
2.0%
3.0%
3.0%
2.0%
1.5%
0.5%
2.0%
59.10
0.6%
6:1
6:1
5:1
63.29
59.29
PROPOSED
INLET
2.0%
2.0%
9' UTILITY EASEMENT
6' SIDEWALK
EXISTING DRIVEWAY
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CONCRETE CHASE
PROPOSED
SAWCUT
MATCH EXISTING
CURB & GUTTER
MATCH EXISTING
SIDEWALK
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 5' SIDEWALK
CANDLEWOOD DRIVE
AUTUMN RIDGE DRIVE
9' UTILITY EASEMENT
EXISTING 5' SIDEWALK
PROPOSED 4'
CONCRETE PAN
5:1
FFE=67.18
4:1
4:1
4.4%
2.0%
4.0%
2.0%
0.8%
0.7%
3.5%
2.8%
9.1%
1.9%
0.5%
5.0%
2.0%
0.8%
1.7%
0.7%
2.0%
1.6%
(4.4%)
(3.7%)
4.5%
2.0%
2.0%
PROPOSED
INLET
PROPOSED
AREA DRAIN
66.01
65.73
64.56
64.33
64.63
64.96
66.15
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UD UD
UD
2YD
2YD
MAIL
47' DRAINAGE &
UTILITY EASEMENT
EXISTING 5' SIDEWALK
EAST TRILBY ROAD
5' SIDEWALK
EXISTING 36" RCP
STORM DRAIN
PROPOSED
RAIN GARDEN
EXISTING 30" VERTICAL
CURB & GUTTER
FFE=63.15
5' SIDEWALK
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
6:1
9:1
8:1
8:1
6:1
3.0%
0.6%
0.6%
2.0%
0.6%
1.9%
4.3%
4.8%
4.7%
2.5%
FFE=64.55
FFE=64.55
2.0%
2.0%
2.0%
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
2.0%
2.0%
2.0%
2.0%
62.04
62.26
62.80
63.35
64.18
64.18
64.55
2YD
2YD
MAIL
EXISTING 5' SIDEWALK
CANDLEWOOD DRIVE
6' SIDEWALK
24' FL-FL
EXISTING DRIVEWAY
PROPOSED 2'
CONCRETE CHASE
SIGN
9' UTILITY EASEMENT
3.0%
24' FL-FL
FFE=67.18
FFE=64.06
2.0%
4.9%
4.9%
4.9%
1.7%
2.3%
2.0%
4.4%
2.0%
2.0%
2.0%
2.5%
4.6%
4.8%
0.8%
(3.7%)
(3.0%)
1.2%
3.0%
5' SIDEWALK
5' SIDEWALK
4:1
4:1
2.0%
3.1%
2.0%
2.0%
0.6%
PROPOSED
INLET
PROPOSED
AREA DRAIN
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
2.0%
2.0%
63.43
63.92
64.06
63.66
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UD UD UD UD
UD
UD UD UD
15' UTILITY EASEMENT
PROPOSED BOCCE
BALL COURT
EXISTING 30" RCP
STORM DRAIN
PROPOSED
UNDERDRAIN
40' UTILITY EASEMENT
47' DRAINAGE &
UTILITY EASEMENT
EAST TRILBY ROAD
EXISTING 5' SIDEWALK
EXISTING 36" RCP
STORM DRAIN
EXISTING 30" VERTICAL
CURB & GUTTER
6:1
FFE=63.15
2.0%
2.0%
2.0%
62.71
63.05
62.18
61.57
63.07
62.75
63.15
61.99
62.49
61.35
62.49
62.61
(48.06)
53.28
(54.10)
(54.30)
59.87
62.37
59.87
61.87
61.87
59.87
63.61
63.61
62.89
62.56
62.89
63.22
40' UTILITY EASEMENT
9' UTILITY EASEMENT
EXISTING 30" VERTICAL
CURB & GUTTER
CANDLEWOOD DRIVE
EXISTING 5' SIDEWALK
FFE=64.06
2.0%
2.0%
62.81
63.39
62.85
63.39
62.41
62.76
64.06
63.66
64.06
62.89
62.56
62.89
63.56
2.0%
61.84
2.0%
2.0%
PROPOSED
INLET
2.0%
2.0%
PROPOSED
INLET
PROPOSED
AREA DRAIN
5.0% 2.5%
(62.17)
61.91
59.42
(59.45)
(54.38)
(54.16)
LOT 1
TRACT A
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
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No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
ER2
EROSION CONTROL DETAILS
B. Ruch
B. Ruch
N/A
16
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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0.08 AC
221
2.18 AC
225
1.30 AC
212
0.68 AC
220
0.52 AC
406
0.11 AC
EAST TRILBY ROAD
CANDLEWOOD DRIVE
BRITTANY DRIVE
AUTUMN RIDGE DRIVE
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING INLET
EXISTING INLET
EXISTING INLET
EXISTING INLET
EXISTING INLET
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
DR2
EXISTING DRAINAGE EXHIBIT
B. Ruch
B. Ruch
1"=30'
18
A
1.62 AC
LEGEND:
4953
EXISTING STORM SEWER
EXISTING CONTOUR
EXISTING CURB & GUTTER
PROPERTY BOUNDARY
EXISTING INLET
DESIGN POINT A
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
1 1
NOTES:
1. REFER TO THE PRELIMINARY DRAINAGE REPORT FOR 43 PRIME, DATED
SEPTEMBER 26, 2018 BY NORTHERN ENGINEERING SERVICES, INC AND THE FINAL
DRAINAGE AND EROSION CONTROL REPORT FOR PROVINCETOWNE PUD FILING
TWO, DATED MARCH 22, 2001 BY MANHARD CONSULTING, LTD., FOR ADDITIONAL
INFORMATION.
BASIN
AREA (AC)
BENCHMARK
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 24-94
NORTHEAST CORNER OF EAST TRILBY RD AND PORTNER DR., ON TOP OF THE
WEST END OF A CONCRETE HEADWALL.
ELEV. = 4960.69
CITY OF FORT COLLINS BENCHMARK 25-94
NORTHWEST CORNER OF EAST TRILBY RD. AND SOUTH LEMAY AVE, ON TOP OF THE
SOUTHEAST EDGE OF THE CONCRETE RING TO AN ELECTRIC MANHOLE.
ELEV. = 4913.16
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE
FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHEAST QUARTER OF
SECTION 13-6-69 AS BEARING NORTH 88° 11' 32" WEST (ASSUMED BEARING).
BASIN ID
EXISTING PLANNEDCOMPOSITE % IMPERVIOUSNESS
Basin ID Basin Area (ac) Composite % Imperv.
100-year
Composite Runoff
Coefficient
212 0.68 33% 0.71
220 0.52 45% 0.74
221 2.18 45% 0.74
224 0.08 96% 1.00
225 1.3 39% 0.73
406 0.11 45% 0.74
Total Site 4.87 42.6% 0.56
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
2YD
2YD
2YD
2YD
2YD
2YD
MAIL
UD UD UD
C
A
OS1
B1
B2
B3
B4
C
A
OS1
B1
B2
B3
B4
OS1
0.23 AC
A
1.62 AC
B1
0.15 AC
B2
0.03 AC
B3
0.15 AC
B4
0.45 AC
C
2.23 AC
EXISTING
EXISTING STORM DRAIN
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
EXISTING INLET
EXISTING INLET
EXISTING INLET
EXISTING INLET
EXISTING INLET
PROPOSED
RAIN GARDEN
PROPOSED 2'
CONCRETE CHASE
PROPOSED
RAIN GARDEN
PROPOSED
UNDERDRAIN
PROPOSED
1'SIDEWALK
CHASE
PROPOSED
1' SIDEWALK
CHASE
PROPOSED
1' SIDEWALK
CHASE
PROPOSED
7.5' SIDEWALK
CULVERT
PROPOSED
CULVERTS
EAST TRILBY ROAD
CANDLEWOOD DRIVE
BRITTANY DRIVE
AUTUMN RIDGE DRIVE
LOT 2
TRACT A
LOT 1
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
HYDROLOGY SUMMARY
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LID SUMMARY
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
DR1
DRAINAGE EXHIBIT
B. Ruch
B. Ruch
1"=30'
17
Basin ID
Basin Area
(s.f.)
Basin Area
(ac)
Composite
% Imperv.
Flow,
WQ
(cfs)
Flow,
Q2
(cfs)
Flow,
Q100
(cfs)
Treatment
Area
(sf)
OS1 0.23 4.64 0.40 0.18 0.36 1.59 4315.00
A 1.62 0.00 0.80 1.50 3.00 12.79 59061.24
B1 0.15 0.00 0.68 0.17 0.34 1.50 5103.00
B2 0.03 0.00 0.59 0.03 0.06 0.24 784.00
B3 0.15 0.00 0.39 0.10 0.21 0.92 2921.16
B4 0.45 0.00 0.39 0.28 0.55 2.46 8565.00
C 2.23 0.00 0.08 0.49 0.97 4.38 9091.00
PROPOSED COMPOSITE % IMPERVIOUSNESS
43 PRIME ON-SITE LID TREATMENT
Project Summary
Total Impervious Area 89,081 sf
Target Treatment Percentage 75%
Minimum Area to be Treated by LID
measures 66,811.05 sf
Rain Garden
Total Rain Garden Treatment Area 76,434 sf
Total Treatment Area 76,434 sf
Percent Total Project Area Treated 85.8%
Basin ID Basin Area (ac) Composite % Imperv.
100-year
Composite Runoff
Coefficient
OS1 0.23 40% 0.69
A 1.62 80% 1.00
B1 0.15 68% 0.97
B2 0.03 59% 0.89
B3 0.15 39% 0.69
B4 0.45 39% 0.69
C 2.23 8% 0.39
Total Site 4.87 39.5% 0.44
A
1.62 AC
LEGEND:
4953
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
DESIGN POINT A
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
1 1
NOTES:
1. REFER TO THE PRELIMINARY DRAINAGE REPORT FOR 43 PRIME, DATED
SEPTEMBER 26, 2018 BY NORTHERN ENGINEERING SERVICES, INC AND THE FINAL
DRAINAGE AND EROSION CONTROL REPORT FOR PROVINCETOWNE PUD FILING
TWO, DATED MARCH 22, 2001 BY MANHARD CONSULTING, LTD., FOR ADDITIONAL
INFORMATION.
BASIN
AREA (AC)
PROPOSED UNDERDRAIN UD
BENCHMARK
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 24-94
NORTHEAST CORNER OF EAST TRILBY RD AND PORTNER DR., ON TOP OF THE
WEST END OF A CONCRETE HEADWALL.
ELEV. = 4960.69
CITY OF FORT COLLINS BENCHMARK 25-94
NORTHWEST CORNER OF EAST TRILBY RD. AND SOUTH LEMAY AVE, ON TOP OF THE
SOUTHEAST EDGE OF THE CONCRETE RING TO AN ELECTRIC MANHOLE.
ELEV. = 4913.16
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE
FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHEAST QUARTER OF
SECTION 13-6-69 AS BEARING NORTH 88° 11' 32" WEST (ASSUMED BEARING).
BASIN ID
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e.
RIVER ROCK AND COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC
GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL
LOADS AND CAUSE LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF
THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS
NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING
DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR
OTHERWISE STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
R=5'
20' MIN.
A
SECTION A
3" - 6" ROCK
NO MATERIALS INCLUDING 2x4'S, PIPES,
DIRT, GRAVEL OR ASPHALT, SHALL BE
PLACED IN GUTTER TO FACILITATE
MOUNTING CURB; HOWEVER, CURB MAY BE
CUT DOWN TO A HEIGHT OF 2" OR HIGHER
FOR EASIER ACCESS AND REPLACED AT
PROJECT COMPLETION. OTHER ACCESS
DEVICES MAY BE USED AS ACCEPTED BY
THE CITY.
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
VTC
MANHOLE
ROCK BERM SHALL
2"x 4" WOOD STUD EXTENDED
INTO CONCRETE BLOCKS
WIRE ENCLOSED
1 1/2" WASHED ROCK CONCRETE
BLOCKS
CURB INLET
GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD
OVERFLOW
FILTERED
RUNOFF
%%uSECTION A-A
A
A
%%uPLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%%uSECTION B-B
%%uPLAN VIEW
B
B
ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
CURB AND GUTTER
BE PLACED TIGHTLY
AGAINST CURB FACE
GRAVEL FILTER
1/2" TO 1" BELOW TOP OF CURB
TUBULAR
MARKER
IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED.
TUBULAR
MARKER
TUBULAR
MARKER
\A1;3'
\A1;2'
CURB INLET
WIRE ENCLOSED
SETTLED
RUNOFF
GRAVEL FILTER
CURB INLET MANHOLE
{CURB INLET BLOCK AND GRAVEL FILTER
(INLET IN SUMP)}
INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48
HOURS AFTER PAVING IS PLACED.
WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF
INLET PROTECTION IN STREETS.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN
5" MAX
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
IP
1'
MIN.
1'
MIN.
1'
MIN.
NOT TO SCALE
003
ER2
VEHICLE TRACKING CONTROL PAD
NOT TO SCALE
007
ER2
CURB INLET PROTECTION
0" ON BEDROCK
OR HARD SURFACE,
2" IN SOIL
ROCK SOCK SECTION ROCK SOCK PLAN
4" TO 6" MAX AT CURBS,
OTHERWISE 6"-10" DEPENDING
ON EXPECTED SEDIMENT LOADS
ROCK SOCK JOINTING
\A1;12"
\A1;12"
ROCK SOCK INSTALLATION NOTES
1. SEE PLAN VIEW FOR:
- LOCATION (S) OF ROCK SOCKS.
2. CRUSHED ROCK SHALL BE 11
2" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH
GRADATION SHOWN ON THIS SHEET (11
2" MINUS).
3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF
1
2", RECOMMENDED MINIMUM ROLL WIDTH OF 48".
4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2"
CENTERS ON ENDS OF SOCKS.
5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE
ROCK ENCLOSURE.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
3/4" 0-15
3/8" 0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
TUBULAR
MARKER
2'
RS
NOT TO SCALE
004
ER2
SILT FENCE/PERIMETER PROTECTION
COMPACTED BACKFILL
FLOW
SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN
24" MIN
6' MAX
FLOW
TRENCH AND ATTACHED TO POST.
4"x4" TRENCH
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
18" MIN
24" MIN
42" MIN
POSTS
PREASSEMBLED SILT FENCE
JOIN FIRST
ROTATE SECOND
POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
POST SHALL BE JOINED AS SHOWN, THEN HAS BEEN EXAGGERATED.
ROTATED 180° IN DIRECTION SHOWN AND
DRIVEN INTO THE GROUND.
SILT FENCE JOINTS
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE
LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR
WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES,
ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE
BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY
WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE
RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY
LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
INSTALLATION NOTES:
1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND
AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT
UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED
WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS
STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY
DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
MAINTENANCE NOTES:
1.
2.
3.
4" MIN.
4" MIN.
1
1
2" x 1
1
2" WOODEN FENCE POSTS
COMPACTED BACKFILL
SF SF
NOT TO SCALE
006
ER2
DROP INLET WATTLE FILTER
NOT TO SCALE
002
ER2
ROCK SOCK DETAIL
WITH NO GAPS (TYP.)
TIGHTLY ABUTTING
%%UWATTLE FILTER
DROP INLET
INLET
%%UPLAN VIEW
ENTRENCH 3"
FLOW FLOW
NOTE:
ENTRENCH WATTLE 3" INTO
NATURAL GROUND AT THE OUTSIDE
EDGE OF CONCRETE APRON
WATTLE
WATTLE
OR
NOTE:
INSTALLATION OF WATTLE STAKES
MAY VARY
(10" MIN. DIAMETER)
IP
NOT TO SCALE
001
ER2
CONCRETE WASHOUT AREA
1.CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
2.VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT.
3.SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY
INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
4.THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
5.THE CONCRETE WASHOUT SHOULD BE EMPTIED WHEN HALF OF TOTAL HOLDING CAPACITY HAS BEEN REACHED.
6.AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE.
7.WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED
IN A MANNER ACCEPTED BY THE CITY.
8.LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT
CONTRACTOR'S DISCRETION.
{\LNOTES:}
3H:1V OR FLATTER
SIDE SLOPES
\A1;12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
\A1;12" \A1;2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
CWA
* IMPERMEABLE LINER MAY BE NEEDED IF GROUND WATER IS ENCOUNTERED.
ENTRENCH 3"
POINT A
%%USECTION A-A
POINTS A MUST BE HIGHER THAN POINT B
%%UPLAN VIEW
POINT B
POINT A
WATTLE
POINT A
FLOW
POINT B
POINT A
WATTLE DIKE
{DITCH INSTALLATION}
A A
THE CONTRACTOR SHALL INSPECT DIKES EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND
MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF DIKES SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES
1/2 OF THE DESIGN DEPTH.
DIKES ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS
ACCEPTED BY THE CITY.
WHEN REINFORCED ROCK BERMS ARE REMOVED, ANY DISTURBED AREA SHALL BE SEEDED, CRIMPED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4.
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES
ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE.
STA %%uOR%%u
OR
(10" MIN. DIA.)
005
ER2
NOT TO SCALE
WD
SWALE WATTLE DIKE
UD UD UD
2YD
2YD
2YD
2YD
2YD
2YD
MAIL
EAST TRILBY ROAD
CANDLEWOOD DRIVE
BRITTANY DRIVE
AUTUMN RIDGE DRIVE
LOT 2
TRACT A
LOT 1
IP
RS
VTC
CWA
RP
RP
RP RP
RP
SF SF
SF
SF
SF
SF
SF SF
SF
SF
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP IP
IP
IP
IP
IP
IP
IP
WD
WD
WD
WD WD WD
WD
WD
IP
RP
EXISTING
EXISTING STORM DRAIN
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
EXISTING INLET
EXISTING INLET
EXISTING INLET
EXISTING INLET
EXISTING INLET
PROPOSED
RAIN GARDEN
PROPOSED 2'
CONCRETE CHASE
PROPOSED
RAIN GARDEN
PROPOSED
UNDERDRAIN
PROPOSED
1'SIDEWALK
CHASE
PROPOSED
1' SIDEWALK
CHASE
PROPOSED
1' SIDEWALK
CHASE
PROPOSED
7.5' SIDEWALK
CULVERT
PROPOSED
CULVERTS
BENCHMARK/BASIS OF BEARING
LEGEND:
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
PROPOSED CONCRETE
CROSS PAN (TYP.)
PEDESTRIAN ACCESS RAMPS
PROPERTY BOUNDARY
SILT FENCE SF
INLET PROTECTION IP
ROCK SOCK RS
VEHICLE TRACKING PAD VTC
SF
CONCRETE WASHOUT AREA CWA
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:
GENERAL NOTES:
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 24-94
NORTHEAST CORNER OF EAST TRILBY RD AND PORTNER DR., ON TOP OF THE WEST
END OF A CONCRETE HEADWALL.
ELEV. = 4960.69
CITY OF FORT COLLINS BENCHMARK 25-94
NORTHWEST CORNER OF EAST TRILBY RD. AND SOUTH LEMAY AVE, ON TOP OF THE
SOUTHEAST EDGE OF THE CONCRETE RING TO AN ELECTRIC MANHOLE.
ELEV. = 4913.16
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHEAST QUARTER OF
SECTION 13-6-69 AS BEARING NORTH 88° 11' 32" WEST (ASSUMED BEARING).
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 4.87 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 SEE SEPARATE SWMP - TBD FOR ADDITIONAL INFORMATION.
6. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., STORM SEWER INSTALLATION,
LANDSCAPING, ETC.).
RIPRAP RP
TEMPORARY BMP'S
NORTHERN ENGINEERING
PROJECT NO. 1328-101
DATE: AUGUST 2018
PERMANENT BMP'S
WATTLE DIKE WD
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
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.
EROSION CONTROL NOTES:
TABLE OF CONSTRUCTION SEQUENCE AND BMP
APPLICATION
CONSTRUCTION PHASE
(DESCRIPTION)
PHASE I
(GRADING)
PHASE II
(INFRASTRUCTURE)
PHASE III
(VERTICAL
CONSTRUCITON)
PHASE IV
(PERMANENT
BMP'S)
Grading (Include Offsite)
Overlot
Pipeline Installation
Stormwater
Concrete Installation
Site Walls
Building Structure
Miscellaneous
Hardscape Amenities
BEST MANAGEMENT PRACTICES
Temporary
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Flow Barriers (Wattles, Rock Socks, etc.) (RS)
Concrete Washout Area (CWA)
Preventative Maintenance Activities/Meetings/etc.
Silt Fence (SF) / Construction Fence (CF)
Permanent
Mulching/Sealant
Permanent Seed Planting
Sewer Service
Water Service
Curb and Gutter
Turf Reinforcement Mat (TRM)
Erosion Control Fabric (EF)
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
ER1
EROSION CONTROL PLAN
B. Ruch
B. Ruch
1"=30'
15
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
G6
GRADING PLAN
B. Ruch
B. Ruch
1"=10'
14
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED STORM
PROPOSED INFLOW VERTICAL CURB AND GUTTER
PROPOSED SWALE
PROPOSED LOT LINE
PROPOSED OUTFALL VERTICAL CURB AND GUTTER
KEYMAP
NTS
/ / / / / / / /
/ / / / / / / /
G1
G2
G3 G5
G4 G6
SEE SHEET G5
SEE SHEET G4
63.24
63.24
63.13
62.84
62.88
62.93
62.93
62.87
59.87
59.87
62.37
PROPOSED
LANDSCAPE WALLS
(RE: LANDSCAPE)
PROPOSED
RAIN GARDEN
2.0%
60.97
60.73
62.13
62.37
62.87
59.87
61.84
61.84
61.84
61.84
PROPOSED
RIPRAP RUNDOWN
PROPOSED
RIPRAP RUNDOWNS
2.0%
2.0%
PROPOSED
INLET
PROPOSED
AREA DRAIN
PROPOSED
INLET
PROPOSED
CULVERTS
3.0%
6.2%
62.33
62.60
2.0%
2.0%
(50.00)
51.69
6.2%
TRACT A
PROPOSED
STORM DRAIN
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
G5
GRADING PLAN
B. Ruch
B. Ruch
1"=10'
13
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED STORM
PROPOSED INFLOW VERTICAL CURB AND GUTTER
PROPOSED SWALE
PROPOSED LOT LINE
PROPOSED OUTFALL VERTICAL CURB AND GUTTER
KEYMAP
NTS
/ / / / / / / /
/ / / / / / / /
G1
G2
G3 G5
G4 G6
SEE SHEET G6
SEE SHEET G3
63.66
64.87
63.37
62.48
62.63
63.16
63.39
62.91
62.43
63.32
63.40
64.06
62.63
62.31
62.33
62.02
62.17
62.35
62.53
62.61
62.45
62.06
61.78
61.97
64.00
64.26
64.34
64.81
65.73
67.81
(68.21)
(69.13)
68.76
68.96
67.07
65.94
65.67
66.01
65.47
64.71
64.95
65.85
65.61
65.63
65.80
66.39
66.09
66.19
65.91
65.84
66.18
65.28
65.00
64.96
64.98
65.08
64.65
64.52
64.50
64.47
64.96
64.95
67.08
66.44
66.43
66.68
66.96
66.51
66.69
FFE=67.06
67.13
66.89
64.45
66.50
64.28
63.87
63.69
63.87
63.85
65.21
64.90
64.77
64.52
64.66
65.83
65.86
65.73
(71.35)
(70.44)
(69.26)
(66.52)
(66.32)
65.26
64.94
63.56
66.51
66.80
67.29
66.63
66.68
66.68
66.86
67.60
66.17
66.17
66.17
66.30
67.16
65.20
64.76
64.59
2.0%
0.9%
THICKENED
CONCRETE
EDGE
PROPOSED
INLET
2.0%
2.0%
PROPOSED
INLET
PROPOSED 1'
SIDEWALK CHASE
2.0%
2.0%
2.0%
1.6%
0.7%
2.1%
5.0%
4.9%
2.0%
2.0%
2.0%
8.0%
2.0%
2.0%
1.1%
5.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.6%
2.9%
2.0%
1.4%
1.2%
1.3%
3.6%
1.3%
3.1%
1.2%
2.9%
5.4%
2.0%
1.2%
0.6%
0.6%
2.9%
2.9%
4.8%
2.0% 2.9%
64.25
63.81
62.92
63.55
1.2%
1.8%
2.0%
2.0%
2.0%
2.0%
62.78
2.0%
2.0%
1.7%
0.7%
4:1
5:1
10:1
2.0%
66.46
LOT 1
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
SEE SHEET G6
G4
GRADING PLAN
B. Ruch
B. Ruch
1"=10'
12
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED STORM
PROPOSED INFLOW VERTICAL CURB AND GUTTER
PROPOSED SWALE
PROPOSED LOT LINE
PROPOSED OUTFALL VERTICAL CURB AND GUTTER
KEYMAP
NTS
/ / / / / / / /
/ / / / / / / /
G1
G2
G3 G5
G4 G6
SEE SHEET G3
SEE SHEET G2
64.55
59.27
57.47
59.18
59.12
64.18
64.18
61.62
61.60
61.59
61.54
61.55
61.53
62.44
62.64
62.54
62.34
PROPOSED 1'
SIDEWALK CHASE
61.83
61.80
61.37
61.10
61.12
61.09
61.62
62.12
62.22
61.54
61.99
62.59
62.59
64.09
64.19
64.18
64.55
63.88
63.88
63.88
63.88
63.88
63.88
62.59
64.18
62.75
62.75
62.51
61.55
62.18
62.49
61.54
61.99
63.40
63.61
59.87
59.87
61.85
61.16
60.87
60.87
62.63
62.58
62.01
62.07
61.95
61.88
62.31
62.33
62.06
61.97
62.30
62.28
62.24
62.31
62.49
62.49
THICKENED
CONCRETE EDGE
PROPOSED
INLET
PROPOSED
INLET
63.69
61.87
62.00
61.37
61.57
61.87
62.01
PROPOSED
AREA DRAIN
PROPOSED
UNDERDRAIN
PROPOSED
LANDSCAPE WALLS
(RE: LANDSCAPE)
0.6%
0.6%
0.6%
0.5%
0.6%
2.0%
3.0%
2.0%
5.0%
4.0%
5.0%
3.3%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
1.2%
2.6%
0.6%
3.7%
0.9%
2.0%
1.9%
5.0%
2.0%
3.0%
3.0%
1.2%
1.2%
2.0%
PROPOSED 7.5'
SIDEWALK CULVERT
60.65
2.0%
2.0%
2.0%
2.0%
62.99
5.0%
61.94
LOT 1
60.35
60.46
60.56
60.45
62.51
62.65
62.54
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
SEE SHEET G5
G3
GRADING PLAN
B. Ruch
B. Ruch
1"=10'
11
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED STORM
PROPOSED INFLOW VERTICAL CURB AND GUTTER
PROPOSED SWALE
PROPOSED LOT LINE
PROPOSED OUTFALL VERTICAL CURB AND GUTTER
KEYMAP
NTS
/ / / / / / / /
/ / / / / / / /
G1
G2
G3 G5
G4 G6
SEE SHEET G4
SEE SHEET G1
67.18
66.83
66.21
65.81
65.19
64.86
63.57
63.92
63.84
63.92
63.99
63.55
64.25
64.62
64.57 64.63
64.67
64.69
64.97
64.69
64.41
64.39
64.38
64.35
64.34
66.43
(64.85)
(64.58)
(63.72)
(62.84)
(69.74)
(71.73)
66.51
66.01
65.46
66.80
66.70
66.80
67.18
66.51
66.51
63.26
62.76
61.34
61.17
61.44
(61.95)
63.66
64.58
1.7%
PROPOSED 2'
SIDEWALK CHASE
65.28
64.48
5.3%
0.8%
2.0%
4.0%
2.0%
2.0%
2.0%
2.0%
2.1%
2.0%
1.7%
66.46
LOT 1
LOT 1
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
SEE SHEET G4
G2
GRADING PLAN
B. Ruch
B. Ruch
1"=10'
10
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED STORM
PROPOSED INFLOW VERTICAL CURB AND GUTTER
PROPOSED SWALE
PROPOSED LOT LINE
PROPOSED OUTFALL VERTICAL CURB AND GUTTER
KEYMAP
NTS
/ / / / / / / /
/ / / / / / / /
G1
G2
G3 G5
G4 G6
SEE SHEET G1
2.0%
58.96
6' SIDEWALK
59.56
60.06
62.82
62.32
58.06
60.06
60.32
62.82
59.60
60.10
62.32
62.82
0.5%
0.5%
1.4%
2.0%
2.0%
2.0%
56.11
2.0%
2.8%
2.6%
PROPOSED 1'
SIDEWALK CHASE
63.37
63.22
63.65
63.23
62.69
62.77
62.80
63.24
63.82
63.70
62.57
62.40
62.82
62.64
62.21
62.15
62.17
62.13
62.58
62.80
63.53
63.77
62.70
63.81
63.93
63.81
63.81
63.93
63.93
63.81
63.93
63.60
63.26
63.93
63.82
63.93
63.93
64.13
64.13
64.55
64.27
62.11
62.10
62.12
62.54
63.88
63.88
64.18
62.82
62.67
62.72
62.84
63.08
62.92
63.03
63.43
63.26
63.73
63.74
63.09
0.5%
0.6%
0.6%
0.5%
1.2%
0.6%
3.2%
2.0%
2.0%
63.81
64.04
63.97
0.6%
PROPOSED 4'
CONCRETE PAN
3.7%
0.6%
2.0%
0.6%
0.6%
3.0%
3.0%
1.2%
0.4%
1.4%
63.00
LOT 2
LOT 1
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
SEE SHEET G3
G1
GRADING PLAN
B. Ruch
B. Ruch
1"=10'
9
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED STORM
PROPOSED INFLOW VERTICAL CURB AND GUTTER
PROPOSED SWALE
PROPOSED LOT LINE
PROPOSED OUTFALL VERTICAL CURB AND GUTTER
KEYMAP
NTS
/ / / / / / / /
/ / / / / / / /
G1
G2
G3 G5
G4 G6
SEE SHEET G2
2YD
2YD
2YD
2YD
2YD
MAIL
EXISTING
STORM DRAIN
EXISTING INLET
EXISTING INLET
EXISTING INLET
EXISTING INLET
EXISTING INLET
40' UTILITY EASEMENT
47' DRAINAGE &
UTILITY EASEMENT
EAST TRILBY ROAD
CANDLEWOOD DRIVE
BRITTANY DRIVE
AUTUMN RIDGE DRIVE
PROPOSED
SAWCUT
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
RAIN GARDEN
PROPOSED
LANDSCAPE WALLS
(RE: LANDSCAPE)
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED
LANDSCAPE WALLS
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED
RAIN GARDEN
PROPOSED
AREA DRAIN
LOT 2
TRACT A
LOT 1
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 2'
SIDEWALK CHASES
PROPOSED 2'
CONCRETE CHASE
1'SIDEWALK
CHASE
1' SIDEWALK
CHASE 1' SIDEWALK
CHASE
7.5' SIDEWALK
CULVERT
PROPOSED
LANDSCAPE WALLS
(RE: LANDSCAPE)
PROPOSED
CULVERTS
PROPOSED
AREA DRAIN
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
OG1
OVERALL GRADING PLAN
B. Ruch
B. Ruch
1"=30'
8
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED STORM
PROPOSED INFLOW VERTICAL CURB AND GUTTER
PROPOSED SWALE
PROPOSED LOT LINE
PROPOSED OUTFALL VERTICAL CURB AND GUTTER
KEYMAP
NTS
/ / / / / / / /
/ / / / / / / /
G1
G2
G3 G5
G4 G6
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
E E E E E E
E E E E E E E
E E E
E E E E E E
E E E E E E E
E E E
T T T T
T T T T
T T T
CTV CTV CTV CTV
CTV CTV CTV CTV
CTV CTV CTV
CTV CTV CTV
T T T
D
D
D
D
D
UD UD UD UD UD
S
W
W
W
W
S
EXISTING 8"
SANITARY SEWER
EXISTING INLET
EXISTING INLET
EXISTING INLET
40' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
15' UTILITY EASEMENT
EXISTING IRRIGATION
CONTROL BOX
(TYP.)
EXISTING 5' SIDEWALK
CANDLEWOOD DRIVE
BRITTANY DRIVE
PROPOSED 6"
PVC WATER
EAST TRILBY ROAD
PROPOSED
WATER METER
PROPOSED
WATER SERVICE
47' DRAINAGE &
UTILITY EASEMENT
EXISTING 36" RCP
STORM DRAIN
EXISTING 8"
SANITARY SEWER
EXISTING
8" WATER
EXISTING 5' SIDEWALK
EXMH A7
INV. IN=4952.89 (S)
INV. IN=4952.92 (SW)
INV. OUT=4952.54 (N)
FG=4963.36
EXMH A4
INV. IN=4946.24 (W)
INV. IN=4946.24 (S)
FG=4954.79
157.16 LF 8" PVC @ 0.28%
SERV CONNECTION A5
INV. IN=4948.16 (S)
INV. IN=4951.23 (W)
INV. OUT=4948.16 (N)
FG=4961.36
9.77 LF 4" PVC @ 2.00%
SSERV A5-1
INV. OUT=4951.43 (E)
FG=4962.14
100.55 LF 8" PVC @ 1.91%
13.27 LF 4" PVC @ 2.00%
SSERV A6-1
INV. OUT=4951.50 (E)
FG=4963.24
85.96 LF 8" PVC @ 1.91%
EXISTING 30" RCP
STORM DRAIN
EXISTING 18" HDPE
STORM DRAIN
EXISTING 42" HDPE
STORM DRAIN
PROPOSED
WATER METER
PROPOSED
WATER SERVICE
PROPOSED
RAIN GARDEN
PROPOSED 2 - 18"
HDPE CULVERTS
SERV CONNECTION A6
INV. IN=4951.23 (W)
INV. IN=4950.90 (S)
INV. OUT=4950.90 (N)
FG=4962.69
PROPOSED FH
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
TRACT A
LOT 1
40' UTILITY EASEMENT
10' UTILITY
EASEMENT
15' UTILITY
EASEMENT
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
RAIN GARDEN
PROPOSED
INLET
PROPOSED
INLET PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
PROPOSED 4"
HDPE UNDERDRAIN
PROPOSED
RIPRAP RUNDOWNS
7.5' SIDEWALK
CULVERT
PROPOSED
RIPRAP RUNDOWN
KEYMAP
NTS
/ / / / / / / /
/ / / / / / / /
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
U1 U2
SEE SHEET U1
U2
UTILITY PLAN
B. Ruch
B. Ruch
1"=30'
7
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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. ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS-LOVELAND WATER DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. SEWER CONSTRUCTION
SHALL BE PER 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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. 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.
8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS
WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE
LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL
ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF
MATERIALS.
10. ALL SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON
BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
14. CONTRACTOR SHALL CONFIRM AND COORDINATE ALL SERVICE SIZES WITH STAMPED
ARCHITECTURAL AND PLUMBING PLANS.
15. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED
END SECTIONS.
16. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443/C877
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON
THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR-35 OR APPROVED EQUAL.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
18. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE AND
ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS
TO FACILITATE THE INSTALLATION OF THE PROPOSED STORM DRAIN AND UTILITY
SERVICES.
19. ALL AREA DRAIN BASINS SHALL BE 12" Ø NYLOPLAST w/ DOMED GRATE UNLESS NOTED
OTHERWISE.
20. THE FINAL SIZE, NUMBER, AND LOCATION OF ALL UTILITY CONDUIT SHALL BE
DETERMINED IN THE FIELD. CONDUITS SHALL BE CLOSELY COORDINATED WITH THE
OWNER, LANDSCAPE / IRRIGATION CONTRACTOR, AND THE RESPECTIVE DRY UTILITY
PROVIDERS. TOP OF CONDUITS TO BE PLACED A MINIMUM OF 2' BELOW FINISHED
GRADE. FINAL BURY DEPTH SHALL BE PER DRY UTILITY PROVIDER REQUIREMENTS.
21. REFER TO LANDSCAPE PLANS FOR ADDITIONAL LIGHT POLE LOCATION INFORMATION
AND COORDINATE WITH UTILITY PROVIDERS TO AVOID CONFLICTS.
22. BUILDINGS TO BE SPRINKLED OFF DOMESTIC WATER LINE.
EXISTING WATER MAIN
LEGEND:
W
G
T
E
EXISTING STORM SEWER
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE & CLEAN OUT S
EXISTING SANITARY SEWER
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE, CURB STOP, & METER PIT
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROPERTY BOUNDARY
APPROXIMATE GAS METER LOCATION GM
F
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
APPROXIMATE ELECTRIC METER LOCATION EM
PROPOSED TELEPHONE T
PROPOSED GAS G
EXISTING CABLE CTV
EXISTING ELECTRIC E
PROPOSED STREET LIGHT
PROPOSED FIRE SERVICE
W
PROPOSED IRRIGATION SERVICE, CURB STOP, & METER PIT
IR
SS
PROPOSED UNDER DRAIN UD
E E E
E E E E E E
E
E
E
E
E
E
E E
E E E E E E
E
T T T T T
T T
T T
T T T
T T T T T T
T T
T T T T T
T T
CTV CTV
CTV
CTV
CTV CTV
CTV CTV
CTV CTV CTV CTV CTV CTV CTV
CTV
T T
T
T
T T
T T
T T T T
T T T
T T
CTV CTV
CTV CTV CTV
T T T
T T T
T T T
D
D
D
S
S
S
S
S
SS SS SS
SS SS SS SS SS SS
SS SS SS SS SS SS SS SS
SS SS SS SS SS SS
SS
S
S
S
S
W
W
W
W
W
W
W
W
W
2YD
2YD
2YD
2YD
2YD
2YD
MAIL
EXISTING 8"
SANITARY SEWER
EXISTING
8" WATER
EXISTING 8"
SANITARY SEWER
EXISTING
8" WATER
EXISTING
12" WATER
EXISTING 8"
SANITARY SEWER
EXISTING INLET
EXISTING INLET
47' DRAINAGE &
UTILITY EASEMENT
9' UTILITY EASEMENT
EXISTING 5' SIDEWALK
EAST TRILBY ROAD
AUTUMN RIDGE DRIVE
PROPOSED
SAWCUT
EXMH A
INV. IN=4947.76 (W)
INV. OUT=4947.37 (E)
FG=4957.21
14.00 LF 8" PVC @ 0.28%
40.08 LF 4" PVC @ 2.00%
SERV CONNECTION A1
INV. IN=4947.33 (W)
INV. IN=4947.66 (S)
INV. OUT=4947.33 (E)
FG=4957.57
SSERV A1-1
INV. OUT=4948.47 (N)
FG=4963.83
121.47 LF 8" PVC @ 0.28%
SERV CONNECTION A2
INV. IN=4946.99 (W)
INV. IN=4947.32 (S)
INV. OUT=4946.99 (E)
FG=4959.63
31.38 LF 4" PVC @ 2.00%
SSERV A2-1
INV. OUT=4947.95 (N)
FG=4963.15
107.99 LF
8" PVC
@ 0.28%
SERV CONNECTION A3
INV. IN=4946.68 (W)
INV. IN=4946.94 (S)
INV. OUT=4946.68 (E)
FG=4959.26
32.74 LF 4" PVC @ 2.00%
SSERV A3-1
INV. OUT=4947.60 (N)
FG=4962.61
EXISTING 36" RCP
STORM DRAIN
PROPOSED
WATER METER
PROPOSED
WATER METER
PROPOSED
WATER METER
PROPOSED
PROPOSED WATER METER
WATER SERVICE
PROPOSED
WATER SERVICE
PROPOSED
WATER SERVICE
PROPOSED
WATER SERVICE
EXMH B2
INV. IN=4960.44 (S)
INV. OUT=4960.09 (N)
FG=4968.91
28.88 LF 8" PVC @ 5.42%
97.99 LF 8" PVC @ 5.42%
SERV CONNECTION B1
INV. IN=4958.52 (S)
INV. IN=4958.86 (E)
INV. OUT=4958.52 (N)
FG=4967.51
EXMH B
INV. IN=4953.21 (S)
INV. IN=4953.31 (W)
INV. OUT=4953.01 (N)
FG=4962.76
REMOVE EXISTING FH
INSTALL 8"x6" REDUCER
CONNECT 6" PVC WATER
EXISTING
8" WATER
PROPOSED FH
PROPOSED 6"
PVC WATER
PROPOSED 6"
PVC WATER
REMOVE EXISTING FH
INSTALL 45° BEND w/ TB
CONNECT 6" PVC WATER
PROPOSED 6"
PVC WATER
PROPOSED 6"
PVC WATER
CANDLEWOOD DRIVE
9' UTILITY EASEMENT
EXISTING 5' SIDEWALK
EXISTING 5' SIDEWALK
PROPOSED
WATER METER
PROPOSED 2'
SIDEWALK CHASES
PROPOSED 2'
CONCRETE CHASE
59.77 LF 4" PVC @ 2.00%
SSERV B1-1
INV. OUT=4960.05 (W)
FG=4965.54
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
AREA DRAIN
PROPOSED
INLET
PROPOSED
INLET
PROPOSED FH
LOT 2
LOT 1
20' UTILITY & EMERGENCY
ACCESS EASEMENT
20' UTILITY & EMERGENCY
ACCESS EASEMENT
10' UTILITY
EASEMENT 20' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
15' UTILITY
EASEMENT
PROPOSED
INLET
PROPOSED
1' SIDEWALK CHASE
PROPOSED
INLETS
PROPOSED
INLET
PROPOSED
1' SIDEWALK CHASE
PROPOSED
1' SIDEWALK CHASE
KEYMAP
NTS
/ / / / / / / /
/ / / / / / / /
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
SEE SHEET U2 40 60
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
U1
UTILITY PLAN
B. Ruch
B. Ruch
1"=20'
6
U1 U2
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. ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS-LOVELAND WATER DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. SEWER CONSTRUCTION
SHALL BE PER 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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. 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.
8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS
WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE
LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL
ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF
MATERIALS.
10. ALL SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON
BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
14. CONTRACTOR SHALL CONFIRM AND COORDINATE ALL SERVICE SIZES WITH STAMPED
ARCHITECTURAL AND PLUMBING PLANS.
15. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED
END SECTIONS.
16. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443/C877
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON
THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR-35 OR APPROVED EQUAL.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
18. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE AND
ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS
TO FACILITATE THE INSTALLATION OF THE PROPOSED STORM DRAIN AND UTILITY
SERVICES.
19. ALL AREA DRAIN BASINS SHALL BE 12" Ø NYLOPLAST w/ DOMED GRATE UNLESS NOTED
OTHERWISE.
20. THE FINAL SIZE, NUMBER, AND LOCATION OF ALL UTILITY CONDUIT SHALL BE
DETERMINED IN THE FIELD. CONDUITS SHALL BE CLOSELY COORDINATED WITH THE
OWNER, LANDSCAPE / IRRIGATION CONTRACTOR, AND THE RESPECTIVE DRY UTILITY
PROVIDERS. TOP OF CONDUITS TO BE PLACED A MINIMUM OF 2' BELOW FINISHED
GRADE. FINAL BURY DEPTH SHALL BE PER DRY UTILITY PROVIDER REQUIREMENTS.
21. REFER TO LANDSCAPE PLANS FOR ADDITIONAL LIGHT POLE LOCATION INFORMATION
AND COORDINATE WITH UTILITY PROVIDERS TO AVOID CONFLICTS.
22. BUILDINGS TO BE SPRINKLED OFF DOMESTIC WATER LINE.
EXISTING WATER MAIN
LEGEND:
W
G
T
E
EXISTING STORM SEWER
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE & CLEAN OUT S
EXISTING SANITARY SEWER
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE, CURB STOP, & METER PIT
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROPERTY BOUNDARY
APPROXIMATE GAS METER LOCATION GM
F
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
APPROXIMATE ELECTRIC METER LOCATION EM
PROPOSED TELEPHONE T
PROPOSED GAS G
EXISTING CABLE CTV
EXISTING ELECTRIC E
PROPOSED STREET LIGHT
PROPOSED FIRE SERVICE
W
PROPOSED IRRIGATION SERVICE, CURB STOP, & METER PIT
IR
SS
PROPOSED UNDER DRAIN UD
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
F
E
S
F
E
S
LID
LID SLID
S
S
S
S
S
SS
SS SS SS SS SS
SS SS SS SS
SS SS SS SS SS SS SS SS SS SS
SS
SS
E
E
E
CTV
T
CTV
T
CTV CTV CTV
CTV
T
CTV
CTV
E
E
W
W W W W W W
W W
W W
W
W
W
W W W
W
W
W
W
W W
W
W
W W
W
W
W
W
W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
E
E E
E E E E
E E E E
E E E E E
E E
E
E
E E E E
E E E E
E E E E E
E E
T T T
T
T
T T T T
T T
T T
T T T T
T
T T T
T
CTV
CTV
CTV
CTV
CTV
CTV CTV CTV CTV CTV
T
T
T
T
T
T T T
T T
T
CTV
CTV CTV CTV CTV
CTV CTV
CTV CTV
CTV CTV
T T
T T
T T
T T
D
D
D
D
D
D
D
D
S
S
S
S
S
SS SS
SS SS SS SS SS
SS SS SS SS SS
SS SS SS SS
SS
2YD
2YD
2YD
2YD
2YD
2YD
MAIL
EXISTING 8"
SANITARY SEWER
EXISTING
8" WATER
EXISTING 8"
SANITARY SEWER
EXISTING
12" WATER
EXISTING 8"
SANITARY SEWER
EXISTING 8"
SANITARY SEWER
EXISTING INLET
EXISTING INLET
EXISTING INLET
EXISTING INLET
EXISTING INLET
EXISTING IRRIGATION
CONTROL BOX
(TYP.)
EXISTING 36" RCP
STORM DRAIN
PROPOSED
WATER METER
(TYP.)
PROPOSED
WATER SERVICE
(TYP.)
REMOVE EXISTING FH
INSTALL 8"x6" REDUCER
CONNECT 6" PVC WATER
EXISTING
8" WATER
PROPOSED FH
PROPOSED 6"
PVC WATER
PROPOSED 6"
PVC WATER
REMOVE EXISTING FH
CONNECT 6" PVC WATER
PROPOSED 6"
PVC WATER
PROPOSED FH
PROPOSED 6"
PVC WATER
EXISTING 30" RCP
STORM DRAIN
EXISTING 18" HDPE
STORM DRAIN
EXISTING 42" HDPE
STORM DRAIN
PROPOSED
RAIN GARDEN
PROPOSED 2'
SIDEWALK CHASES
PROPOSED 2'
CONCRETE CHASE
40' UTILITY EASEMENT
47' DRAINAGE &
UTILITY EASEMENT
PROPOSED
SANITARY SERVICE
(TYP.)
EAST TRILBY ROAD
CANDLEWOOD DRIVE
BRITTANY DRIVE
AUTUMN RIDGE DRIVE
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED
RAIN GARDEN
LOT 2
TRACT A
LOT 1 PROPOSED
UNDERDRAIN
1'SIDEWALK
CHASE
1' SIDEWALK
CHASE 1' SIDEWALK
CHASE
7.5' SIDEWALK
CULVERT
20' UTILITY & EMERGENCY
ACCESS EASEMENT
20' UTILITY & EMERGENCY
ACCESS EASEMENT
10' UTILITY
EASEMENT 20' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
15' UTILITY
EASEMENT
10' UTILITY
EASEMENT
PROPOSED
CULVERTS
KEYMAP
NTS
/ / / / / / / /
/ / / / / / / /
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
OU1
OVERALL UTILITY PLAN
B. Ruch
B. Ruch
1"=30'
5
U1 U2
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. ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS-LOVELAND WATER DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. SEWER CONSTRUCTION
SHALL BE PER 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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. 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.
8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS
WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE
LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL
ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF
MATERIALS.
10. ALL SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON
BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
14. CONTRACTOR SHALL CONFIRM AND COORDINATE ALL SERVICE SIZES WITH STAMPED
ARCHITECTURAL AND PLUMBING PLANS.
15. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED
END SECTIONS.
16. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443/C877
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON
THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR-35 OR APPROVED EQUAL.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
18. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE AND
ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS
TO FACILITATE THE INSTALLATION OF THE PROPOSED STORM DRAIN AND UTILITY
SERVICES.
19. ALL AREA DRAIN BASINS SHALL BE 12" Ø NYLOPLAST w/ DOMED GRATE UNLESS NOTED
OTHERWISE.
20. THE FINAL SIZE, NUMBER, AND LOCATION OF ALL UTILITY CONDUIT SHALL BE
DETERMINED IN THE FIELD. CONDUITS SHALL BE CLOSELY COORDINATED WITH THE
OWNER, LANDSCAPE / IRRIGATION CONTRACTOR, AND THE RESPECTIVE DRY UTILITY
PROVIDERS. TOP OF CONDUITS TO BE PLACED A MINIMUM OF 2' BELOW FINISHED
GRADE. FINAL BURY DEPTH SHALL BE PER DRY UTILITY PROVIDER REQUIREMENTS.
21. REFER TO LANDSCAPE PLANS FOR ADDITIONAL LIGHT POLE LOCATION INFORMATION
AND COORDINATE WITH UTILITY PROVIDERS TO AVOID CONFLICTS.
22. BUILDINGS TO BE SPRINKLED OFF DOMESTIC WATER LINE.
EXISTING WATER MAIN
LEGEND:
W
G
T
E
EXISTING STORM SEWER
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE & CLEAN OUT S
EXISTING SANITARY SEWER
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE, CURB STOP, & METER PIT
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROPERTY BOUNDARY
APPROXIMATE GAS METER LOCATION GM
F
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
APPROXIMATE ELECTRIC METER LOCATION EM
PROPOSED TELEPHONE T
PROPOSED GAS G
EXISTING CABLE CTV
EXISTING ELECTRIC E
PROPOSED STREET LIGHT
PROPOSED FIRE SERVICE
W
PROPOSED IRRIGATION SERVICE, CURB STOP, & METER PIT
IR
SS
PROPOSED UNDER DRAIN UD
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
17'
9' 19'
19'
19'
9'
9' 9'
19'
17'
9'
5'
8'
5'
8'
17'
9'
17'
9'
8'
5'
17'
17'
9'
20' UTILITY & EMERGENCY
ACCESS EASEMENT
24' FL-FL
EXISTING DRIVEWAY
EXISTING DRIVEWAY
2' SIDEWALK CHASE
2' CONCRETE
CHASE
4' CONCRETE
PAN
4' CONCRETE PAN
4' CONCRETE PAN
2' CONCRETE CHASE
PROPOSED
SAWCUT
MATCH EXISTING
CURB & GUTTER
MATCH EXISTING
SIDEWALK
LANDSCAPE WALL
(RE: LANDSCAPE)
LANDSCAPE WALLS
(RE: LANDSCAPE)
SIGN
SIGN
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 30" VERTICAL
CURB & GUTTER
9'
17'
STAIRS
STAIRS
BOCCE BALL
COURT
FIRE PIT
20' UTILITY & EMERGENCY
ACCESS EASEMENT
TRASH
ENCLOSURE TRASH
ENCLOSURE
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
15' UTILITY EASEMENT
EXISTING 5' SIDEWALK
EXISTING 5' SIDEWALK
EXISTING 4' SIDEWALK
EXISTING 5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
LANDSCAPE WALLS
(RE: LANDSCAPE)
LANDSCAPE WALLS
(RE: LANDSCAPE)
TRASH
ENCLOSURE
HC PARKING SIGN
1'SIDEWALK
CHASE
5' SIDEWALK
1' SIDEWALK
CHASE
1' SIDEWALK
CHASE
10' UTILITY
HC PARKING SIGN EASEMENT
HC PARKING SIGN
HC PARKING SIGN
HC PARKING SIGN
20' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
15' UTILITY
EASEMENT
7.5' SIDEWALK
CULVERT
6' SIDEWALK
18" VERTICAL
OUTFALL
CURB & GUTTER
(TYP.)
18" VERTICAL
INFLOW
CURB & GUTTER
(TYP.)
5' SIDEWALK
LOT 2
TRACT A
LOT 1
10' UTILITY
EASEMENT
THICKENED
CONCRETE EDGE
THICKENED
CONCRETE EDGE
5' SIDEWALK
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
PV1
PAVING PLAN
B. Ruch
B. Ruch
1"=30'
4
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
EASEMENTS
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. 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.
4. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
5. ALL PUBLIC SIDEWALKS SHALL BE 6" THICK.
6. ALL PRIVATE CONCRETE PAVING SHALL HAVE THICKENED EDGE AROUND
PERIMETER.
PRIVATE ASPHALT PAVING
PROPOSED INFLOW VERTICAL CURB & GUTTER
PRIVATE CONCRETE FLATWORK
PROPERTY BOUNDARY
PRIVATE CONCRETE PAVING
ASPHALT PATCH
PUBLIC CONCRETE FLATWORK
NOTES:
PROPOSED OUTFALL VERTICAL CURB & GUTTER
NOT TO SCALE
THICKENED CONCRETE EDGE
36" MINIMUM
4"
2" MIN.
VARIES
CONTROL
IRR
F
E
S
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
V.P.
V.P.
F
E
S
LID
LID SLID
S
S
S
S
S
SS
SS SS SS SS SS
SS SS SS SS
SS SS SS SS SS SS SS SS SS SS
SS
SS
E
E
E
CTV
T
CTV
T
CTV CTV CTV
CTV
T
CTV
CTV
E
E
W
W W W W W W
W W
W W
W
W
W
W W W
W
W
W
W
W W
W
W
W W
W
W
W
W
W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
E
E E
E E E E
E E E E
E E E E E
E E
E
E
E E E E
E E E E
E E E E E
E E
T T T
T
T
T T T T
T T
T T
T T T T
T
T T T
T
CTV
CTV
CTV
CTV
CTV
CTV CTV CTV CTV CTV
T
T
T
T
T
T T T
T T
T
CTV
CTV CTV CTV CTV
CTV CTV
CTV CTV
CTV CTV
T T
T T
T T
T T
D
D
D
D
D
D
D
D
S
S
S
S
S
SS SS
SS SS SS SS SS
SS SS SS SS SS
SS SS SS SS
SS
EXISTING IRRIGATION
CONTROL BOX
TO BE REMOVED
EXISTING IRRIGATION
CONTROL BOX
TO BE REMOVED
EXISTING IRRIGATION
CONTROL BOX
TO BE REMOVED
EXISTING IRRIGATION
CONTROL BOX
TO BE REMOVED
EXISTING IRRIGATION
CONTROL BOX
TO BE REMOVED
EXISTING IRRIGATION
CONTROL BOX
TO BE REMOVED
EXISTING 8"
SANITARY SEWER
EXISTING
8" WATER
EXISTING
6" WATER
EXISTING WATER METER
TO BE REMOVED
EXISTING FH
TO BE REMOVED
EXISTING FH
TO BE REMOVED
EXISTING 8"
SANITARY SEWER
EXISTING
8" WATER
EXISTING
12" WATER
EXISTING 8"
SANITARY SEWER
EXISTING 8"
SANITARY SEWER
EXISTING 36" RCP
STORM DRAIN
EXISTING INLET
EXISTING INLET
EXISTING INLET
EXISTING INLET
EXISTING INLET
40' UTILITY EASEMENT
47' DRAINAGE &
UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
15' UTILITY EASEMENT
EXISTING
TREE (TYP.)
EXISTING TREE
TO BE REMOVED
(TYP.)
EXISTING IRRIGATION
CONTROL BOX
(TYP.)
EXISTING 5' SIDEWALK
EXISTING 5' SIDEWALK
EXISTING 4' SIDEWALK
EXISTING 5' SIDEWALK
EXISTING DRIVEWAY
EAST TRILBY ROAD
CANDLEWOOD DRIVE
BRITTANY DRIVE
AUTUMN RIDGE DRIVE
EXISTING DRIVEWAY
PROPOSED
SAWCUT
EXISTING ASPHALT
PARKING LOT
TO BE REMOVED
EXISTING
VERTICAL PIPE
TO BE REMOVED
EXISTING
VERTICAL PIPE
TO BE REMOVED
EXISTING 30" RCP
STORM DRAIN
EXISTING 42" HDPE
STORM DRAIN
EXISTING 18" HDPE
STORM DRAIN
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
EX1
DEMOLITION PLAN
EXISTING CONDITIONS & B. Ruch
B. Ruch
1"=30'
3
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
EXISTING STORM SEWER
EXISTING VALVE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING CABLE CTV
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
H Y
EXISTING TREES (TO BE REMOVED OR RELOCATED)
EXISTING PAVEMENT TO BE REMOVED
TREE PROTECTION 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. REFER TO LANDSCAPE PLANS FOR TREE PROTECTION AND MITIGATION.
8. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRE
REMOVAL. COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE
REMOVED SHOULD BE COORDINATED WITH THE CITY FORESTER. REFER TO
LANDSCAPE PLANS AND TREE MITIGATION PLAN FOR ADDITIONAL INFORMATION.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
10. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON
(FEBRUARY 1-JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR
WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS
EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY
ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL
COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO
DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND
CONSTRUCTION APPLY.
TREE DIAMETER AT BREAST
HEIGHT (INCHES)
AUGER DISTANCE FROM
FACE OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
S O
W
VAULT
ELEC
1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE
PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.
2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A
QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.
3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND
REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE
REQUIRED BY CODE.
4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH
BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX
(6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT
OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL
OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY
OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD
RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH
TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF
FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING
CLEARED.
8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6)
INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF
TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM
TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:
9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A
SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA.
NOTES:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTHERN ENGINEERING
PROJECT NO. 1328-101
DATE: AUGUST 2018
EXISTING ELECTRIC E
EXISTING TELEPHONE T
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all
parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of
Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,
whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Preliminary Drainage Report for 43 Prime, dated September 26, 2018 by Northern Engineering Services, Inc and the
Final Drainage and Erosion Control Report for Provincetowne PUD Filing Two, dated March 22, 2001 by Manhard Consulting, Ltd., 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 th e 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 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: NAVD88
City of Fort Collins Benchmark 24-94
Northeast corner of East Trilby Rd and Portner Dr., on top of the West end of a concrete headwall.
ELEV. = 4960.69
City of Fort Collins Benchmark 25-94
Northwest corner of East Trilby Rd. and South Lemay Ave, on top of the Southeast edge of the concrete ring to an electric manhole.
ELEV. = 4913.16
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical
datums.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.19'
Basis of Bearings
The Basis of Bearings is the North line of the Northeast Quarter of Section 13-6-69 as bearing North 88° 11' 32" 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:
1) Water quality treatment for entire site (Stormwater)
2) Level of Service (Transportation)
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 Stormwater Management Plan / Erosion Control Report for 43 PRIME.
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 Report for 43 Prime, dated September 26, 2018 by Northern Engineering Services, Inc , and the
Final Drainage and Erosion Control Report for Provincetowne PUD Filing Two, dated March 22, 2001 by Manhard Consulting, Ltd., shall be
followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
E. Utility Notes
1. All waterlines shall be C900, DR 18 PVC pipe with a minimum 12 gage insulated tracer wire.
2. 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.
3. Water service provided by Fort Collins-Loveland Water District. Sanitary service provided by South Fort Collins Sanitation District.
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 water fittings and valves are only graphically represented and are not to scale.
6. Minimum depth of cover over water mains shall be 5.0'. Maximum cover shall be 6.0'.
7. Maintain 10' horizontal and 18" vertical minimum separation between all sanitary sewer mains, water mains and services.
8. 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.
9. All connections to existing manholes shall be core drilled according to the South Fort Collins Sanitation District standard construction specifications.
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
Northern Engineering Services, Inc.
Andy Reese
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SURVEYOR
CONTACT INFORMATION
PROJECT TEAM:
SHEET INDEX
E N G I N E E R I N G
N O R T H E RN
PRELIMINARY UTILITY PLANS FOR
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS----------------- Xcel Energy-----------------------------------Pat Kreager (970) 225-7840
ELECTRIC-------- City of Fort Collins Light & Power-------Rob Irish (970) 224-6167
CABLE------------- Comcast--------------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink----------------------------------- William Johnson (970) 377-6401
WATER------------ Fort Collins-Loveland Water District---- Terry Farrill (970) 226-3104
WASTEWATER--South Fort Collins Sanitation District--- Terry Farrill (970) 226-3104
STORMWATER- City of Fort Collins Utilities---------------- Wes Lamarque (970) 416-2418
LANDSCAPE ARCHITECT
GEOTECHNICAL ENGINEER
43 PRIME
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
E N G I N E E R I N G
N O R T H E RN
Terracon Consultants, Inc.
Geotechnical Engineering Report
St. Peter's Anglican Church
6608 Autumn Ridge Road
Fort Collins, Colorado
Terracon Project No. 20155045
Date: November 6, 2015
SUBSURFACE EXPLORATION BY:
PROJECT
LOCATION
Blue Mountain Environmental Consulting, LLC
Matt Tobler, Natural Resource Specialist
937 Mallard Drive
Fort Collins, Colorado 80521
(970) 224-0851
ENVIRONMENTAL ENGINEER
Ripley Design, Inc.
Clint Anders
419 Canyon Avenue, Suite 200
Fort Collins, Colorado 80513
(970) 224-5828
■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
CS1
COVER SHEET
B. Ruch
B. Ruch
N/A
1
No. Revisions:
By: Date:
P. MANAGER:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 26, 2018
PROJECT:
1328-010
Sheet
43 PRIME
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
9/26/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 18
1 CS1 COVER SHEET
2 CS2 GENERAL & CONSTRUCTION NOTES
3 EX1 EXISTING CONDITIONS & DEMOLITION PLAN
4 PV1 PAVING PLAN
5 OU1 OVERALL UTILITY PLAN
6-7 U1-U2 UTILITY PLAN
8 OG1 OVERALL GRADING PLAN
9-14 G1-G6 GRADING PLAN
15 ER1 EROSION CONTROL PLAN
16 ER2 EROSION CONTROL DETAILS
17 DR1 DRAINAGE EXHIBIT
18 DR2 EXISTING DRAINAGE EXHIBIT
Red Raven LLC
Chandler Souther
201 Commerce Drive Unit 2
Fort Collins CO 80524
970-381-7699
Terracon Consultants, Inc.
Eric D. Bernhardt, PE
1901 Sharp Point Drive,
Fort Collins, Colorado 80525
(970) 484-0359