HomeMy WebLinkAboutFOX GROVE PHASE ONE - FDP - FDP140030 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSPROSPECT RD.
I-25
MULBERRY ST.
CARRIAGE PKWY
SUNCHASE DR.
KITCHELL WAY
(76' ROW)
CARRIAGE PARKWAY
(53' ROW )
FOX GROVE DRIVE
HUNTSMAN DRIVE
KIT DEN DRIVE
TOD DRIVE
VIXEN DRIVE
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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
R
CS1
NOVEMBER, 2014
UTILITY PLANS FOR
CONTACT INFORMATION
PROJECT TEAM:
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
Northern Engineering Services, Inc.
Nick Haws, PE, LEED AP
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
N O R T H E RN
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,
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CS2
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth
in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between
these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected
and approved by the City of Fort Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort
Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort
Collins prior to commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort
Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by
the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the
extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and
employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these
plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards
and specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the
responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before
commencing new construction. The Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to
beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation
company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to
beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the
proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility
company for any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate
with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning
construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work
is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in
advance, all parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility
provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility
provider, a 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
X
X X X X X
X X X X
X
X
X
X
X
X
X
X
X
OHE OHE
8" W
8" W
12" W
12" W
8" W 8" W
8" W 8" W 8" W
8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W
8" W 8" W 8" W 8" W
8" W 8" W
8" W
8" W
8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 12" W 12" W 12" W 12" W 12" W
X
G
EXISTING
IRRIGATION DITCH
SUNFLOWER SUBDIVISION
(SINGLE FAMILY )
CW SUBTRUST C/O AGUR FOUNDATION
INDUSTRIAL DISTRICT
(UNDEVELOPED)
LOT 1
LEE MLD
(UNDEVELOPED)
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
NORTH
X
X X X X X
X X X X
X
X
X
X
X
X
X
X
X
OH
8" W 8" W
8" W
8" W
8" W
12" W
8" W 8" W 8" W
8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W
8" W 8" W 8" W 8" W
8" W 8" W
8" W
8" W
8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 12" W 12" W 12" W 12" W 12" W
X
G
LOT 1
LEE MLD
(UNDEVELOPED)
FOX GROVE DRIVE
HUNTSMAN DRIVE
HUNTSMAN DRIVE
KIT DEN DRIVE
CARRIAGE PARKWAY
TOD DRIVE
CW SUBTRUST C/O AGUR FOUNDATION
INDUSTRIAL DISTRICT
(UNDEVELOPED)
SUNFLOWER SUBDIVISION
(SINGLE FAMILY)
FOX GROVE DRIVE
SANITARY LINE A
SEE SHEET SS2
SANITARY LINE B
SANITARY LINE A4s SEE SHEET SS4
SANITARY LINE A SEE SHEET SS3
SEE SHEET SS1
SANITARY LINE A4n
SEE SHEET SS3
SANITARY LINE A1
SEE SHEET SS2
STORM DRAIN LINE 6
SEE SHEET ST4
STORM DRAIN LINE 7
X
X
X
X
8" W
S S S S
9' UTILITY EASEMENT
VIXEN DRIVE
8" SAN SEWER
CORE-DRILL CONNECTION TO EXISTING
SAN SEWER MANHOLE
ROTATE EXISTING LID
OUTSIDE OF CURB & GUTTER
PROPOSED TRAIL
6' PAN
TEMPORARY TYPE III
BARRICADE
6' DRY UTILITY EASEMENT
BY SEPARATE DOCUMENT
CONNECT TO EXISTING
8" WATERLINE
PROPOSED
DRAINAGE EASEMENT
I-25 FRONTAGE ROAD
TRACT A
TEMPORARY TYPE III
BARRICADE
4' TEMPORARY
TRAIL CONNECTION
196.50 LF 8" PVC
N00°20'59"E
288.70 LF 8" PVC
N00°21'13"E
269.22 LF 8" PVC
N00°21'13"E
(4' BELOW EXISTING)
230.02 LF 8" PVC
N89°49'10"W
(4' BELOW EXISTING)
187.34 LF 8" PVC
N89°49'10"W
28.75 LF 8" PVC
N45°46'29"W
190.63 LF 8" PVC
N01°43'47"W
550.75 LF 8" PVC
N89°49'10"W
19.15 LF 8" PVC
N00°05'13"W
49.18 LF 8" PVC
S89°38'50"E
90.00° BEND w/ TB
1 - 8" GV (E)
N:127235.60
E:215927.01
90.00° BEND w/ TB
N:127233.86
E:216477.75
45.00° BEND w/ TB
1 - 8" GV (N)
X X X X X X
X X X
X X
X X
X X
X X
8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8"
X
X
G
S
S S
S
S
S
S
S
S S
S
S S
S
S S S S
S S S S S
S
S
S
S
S
S
S
S
S
S
S
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
VIXEN DRIVE
8" SAN SEWER
HUNTSMAN DRIVE
FOX GROVE DRIVE
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
8" SAN SEWER
CORE-DRILL CONNECTION TO EXISTING
SAN SEWER MANHOLE
ROTATE EXISTING LID
OUTSIDE OF CURB & GUTTER
SUNFLOWER SUBDIVISION
(SINGLE FAMILY)
EX. DRAINAGE DITCH
X
X
X X X X X X X X X X X
X X X X X
ST
ST
OHE OHE OHE OHE OHE OHE OHE
12" W 12" W 12" W 12" W
12" W 12" W
8" W
8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W 8
8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W
8" W 8" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
S
S
S
S
S
S
S S
S S
S
S
S
S
S
S
S S
S
S
S
S
S S S S S S S
S
S
S
S S
S
S
S
S
S
S
S
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
FOX GROVE DRIVE
E. HUNTSMAN DRIVE
TOD DRIVE
KIT DEN DRIVE
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
SS1
PROFILE SCALE:
SANITARY SEWER LINE A
KEYMAP
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
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 VEHICLE OR BICYCLE WHEEL PATHS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5. 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.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS.
7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
8. ALL SANITARY MANHOLES TO BE 4'Ø
9. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
W
EXISTING STORM SEWER
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
SS2
PROFILE SCALE:
SANITARY SEWER LINE A
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
R
KEYMAP
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
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 VEHICLE OR BICYCLE WHEEL PATHS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5. 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.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS.
7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
8. ALL SANITARY MANHOLES TO BE 4'Ø
9. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
W
EXISTING STORM SEWER
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
SS3
PROFILE SCALE:
SANITARY SEWER LINE A4n
KEYMAP
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
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 VEHICLE OR BICYCLE WHEEL PATHS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5. 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.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS.
7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
8. ALL SANITARY MANHOLES TO BE 4'Ø
9. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
W
EXISTING STORM SEWER
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
SS4
PROFILE SCALE:
SANITARY SEWER LINE B
KEYMAP
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
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 VEHICLE OR BICYCLE WHEEL PATHS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5. 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.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS.
7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
8. ALL SANITARY MANHOLES TO BE 4'Ø
9. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
W
EXISTING STORM SEWER
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
X
X
X X X
12" W 12" W
8" W
8" W 8" W
12" W 12" W 12" W 12" W
S
S
S
S
S S
S
S
S
S
S
38.52 LF 12" PVC
S61°49'21"W
58.22 LF 12" PVC
S38°19'21"W
0.84 LF 12" PVC
S49°36'44"W
119.78 LF 12" PVC
S23°10'40"W
31.58 LF 12" PVC
S00°40'40"W
191.85 LF 12" PVC
S00°41'05"W
55.09 LF 12" PVC
R=605.00'
41.45 LF 12" PVC
R=605.00'
1
8
2
.
1
7
L
F
1
2
"
P
V
C
R
=
6
0
5
.
0
0
'
STA. 10+38.52
22.50° BEND w/ TB
N:126827.14
E:218340.62
4900
4905
4910
4915
4920
4925
4930
4900
4905
4910
4915
4920
4925
4930
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
STMH 1-3
STA 12+19.15
RIM 4919.9±
INV. IN 4913.97 (NE)
INV. OUT 4913.97 (SW)
STMH 1-2
STA 11+77.32
RIM 4919.6±
INV. IN 4913.83 (NE)
INV. OUT 4913.83 (SE)
8" WATER
STA.=13+80.98
TOP=4912.80
STA.=13+70.89
INV.= 4909.28
STA.SANITARY=10+15.21 8"
INV.= 4906.90
12" SANITARY
EXISTING
GROUND
PROPOSED
GRADE
OUTLET 1-5
STA 15+40.22
RIM 4917.2±
INV. IN 4915.03 (E)
INV. OUT 4915.03 (W)
42.35 LF
15" RCP
@ 0.33%
STMH 1-4
STA 14+97.88
RIM 4920.9±
INV. IN 4914.89 (E)
INV. OUT 4914.89 (SW)
278.72 LF 15" RCP @ 0.33%
41.83 LF
15" RCP
@ 0.33%
138.89 LF 15" RCP @ 0.33%
STMH 1-1
STA 10+38.43
RIM 4918.3±
INV. IN 4913.38 (NW)
INV. OUT 4913.34 (S)
4905
4910
4915
4920
4925
4930
4935
4905
4910
4915
4920
4925
4930
4935
13+50 13+00 12+00 11+00 10+00 9+50
STRM HEADWALL 3
STA 10+00.00
RIM 4918.3±
INV. IN 4915.90 (E)
61.40 LF
24" RCP
@ 0.43%
STMH 3-1
STA 10+61.40
RIM 4922.2±
INV. IN 4916.16 (E)
INV. IN 4916.14 (N)
INV. OUT 4916.16 (W)
148.79 LF 15" RCP @ 0.30%
STMH 3-2
STA 12+10.19
RIM 4923.0±
INV. IN 4916.59 (NE)
INV. OUT 4916.59 (S)
85.90 LF 15" RCP @ 0.31%
OUTLET 3-3
STA 12+96.09
RIM 4918.6±
INV. IN 4916.85 (NE)
INV. OUT 4916.85 (SW)
STA.=10+84.59
INV.= 4908.18
12" SANITARY
STA.=12+32.01
INV.= 4909.41
8" SANITARY
8" WATER
STA.=12+46.18
TOP=4914.95
EXISTING
GROUND
PROPOSED
GRADE
12" WATER
STA.=10+41.38
TOP=4914.33
18" MIN.
18" MIN.
LOT
66
EXISTING
GROUND
PROPOSED
GRADE
4905
4910
4915
4920
4925
4930
4935
4905
4910
4915
4920
4925
4930
4935
9+50 10+00 11+00 12+00 13+00 13+50
INLET 4-8
STA 12+71.75
FL. EL 4921.1±
INV. OUT 4916.68 (N)
30.00 LF
15" RCP
@ 0.30%
INLET 4-7
STA 12+41.75
FL. EL 4921.1±
INV. IN 4916.59 (S)
INV. OUT 4916.59 (N)
16.50 LF
15" RCP
@ 0.30%
DRYWELL 4-6
STA 12+25.25
RIM 4920.6±
INV. IN 4916.54 (S)
INV. OUT 4917.71 (E)
75.81 LF 12" PVC @ 0.30%
45DEG BEND 4-5
STA 11+49.43
INV. IN 4917.48 (W)
INV. OUT 4917.48 (NE)
21.26 LF
12" PVC
@ 0.30%
45 DEG BEND 4-4
STA 11+28.18
INV. IN 4917.42 (SW)
INV. OUT 4917.42 (N)
15.73 LF
12" PVC
@ 0.30%
11.25DEG BEND 4-3
STA 11+12.45
INV. IN 4917.37 (S)
INV. OUT 4917.37 (N)
52.09 LF
12" PVC
4900
4905
4910
4915
4920
4925
4930
4900
4905
4910
4915
4920
4925
4930
9+50 10+00 11+00 12+00 13+00 13+50
EXISTING
GROUND
PROPOSED
GRADE
18" MIN.
FES 6
STA 10+00.00
INV. IN 4914.22 (E)
225.30 LF 24" RCP @ 0.53%
STMH 6-1
STA 12+25.30
RIM 4921.0±
INV. IN 4915.42 (N)
INV. OUT 4915.42 (W)
39.13 LF
15" RCP
@ 0.53%
FES 6-3
STA 12+90.10
INV. OUT 4915.76 (S)
STA.=10+71.40
INV.= 4906.64
8" SANITARY
STA.=12+35.58
INV.= 4907.54
8" SANITARY
8" WATER
STA.=12+45.61
8" WATER TOP=4913.78
STA.=10+82.30
TOP=4912.91
18" MIN.
STMH 6-2
STA 12+64.43
RIM 4921.3±
INV. IN 4915.63 (N)
INV. IN 4915.63 (E)
INV. OUT 4915.63 (S)
25.67 LF 15" RCP @ 0.53%
100-YR HGL
4905
4910
4915
4920
4925
X
X X X X X
X X X X
X
X
X
X
X
X
X
X
X
G
FOX GROVE DRIVE
HUNTSMAN DRIVE
HUNTSMAN DRIVE KIT DEN DRIVE
CARRIAGE PARKWAY (76' ROW)
CARRIAGE PARKWAY
TOD DRIVE
FOX GROVE DRIVE
OUTLOT G
TRACT A
OUTLOT E
OUTLOT B
OUTLOT A
CW SUBTRUST C/O AGUR FOUNDATION
INDUSTRIAL DISTRICT
(UNDEVELOPED)
SUNFLOWER SUBDIVISION
(SINGLE FAMILY)
LOT 1
LEE MLD
(UNDEVELOPED)
POND 1
OUTLOT H
OUTLOT D
OUTLOT C
POND 2
POND 3
POND 4
OUTLOT F
FOX
DRIVE
GROVE
STORM DRAIN LINE 6
SEE SHEET ST4
STORM DRAIN LINE 7
SEE SHEET ST4
STORM DRAIN LINE 1
SEE SHEET ST1
STORM DRAIN LINE 2
SEE SHEET ST2
STORM DRAIN LINE 5
SEE SHEET ST3
STORM DRAIN LINE 3
SEE SHEET ST2
STORM DRAIN LINE 4
SEE SHEET ST3
STORM DRAIN LINE 8
SEE SHEET ST4
X X X X X X
X X X
X X
X X
X
X
X
G
POND 2
(SEE DETAILED
GRADING SHEET G3)
VIXEN DRIVE
HUNTSMAN DRIVE
FOX GROVE DRIVE
SUNFLOWER SUBDIVISION
(SINGLE FAMILY)
POND 1
OUTLOT E
TRACT A
OUTLOT A
OUTLOT D
STORM DRAIN LINE 6
SEE SHEET ST4
STORM DRAIN LINE 7
SEE SHEET ST4
STORM DRAIN LINE 1
SEE SHEET ST1
STORM DRAIN LINE 8
SEE SHEET ST4
STORM DRAIN LINE 7
SEE SHEET ST4
VIXEN DRIVE
8.72'
8.77'
16.60' 6.48'
18.05
8.73
8.99
6.54
121°
130° 133°
129°
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
G1
KEYMAP
X
X
X X X X X X X X X X X
X X X X X
ST
ST
OHE OHE OHE OHE OHE OHE OHE
POND 4
SEE DETAILED
GRADING SHEET G3
FOX GROVE DRIVE
HUNTSMAN DRIVE
TOD DRIVE
KIT DEN DRIVE
CARRIAGE PARKWAY
CARRIAGE PARKWAY
CW SUBTRUST C/O AGUR FOUNDATION
INDUSTRIAL DISTRICT
(UNDEVELOPED)
SUNFLOWER SUBDIVISION
(SINGLE FAMILY)
OUTLOT G
OUTLOT E
OUTLOT B
OUTLOT H
OUTLOT F
OUTLOT C
STORM DRAIN LINE 2
SEE SHEET ST2
STORM DRAIN LINE 5
SEE SHEET ST3
STORM DRAIN LINE 3
SEE SHEET ST2
STORM DRAIN LINE 4
SEE SHEET ST3
POND 3
SEE DETAILED
GRADING SHEET G3
STORM DRAIN LINE 3
SEE SHEET ST2
CARRIAGE PARKWAY
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
G2
KEYMAP
NORTH
OUTLOT D
STORM DRAIN LINE 6
SEE SHEET ST4
FOX GROVE DRIVE
TOD DRIVE
STORM DRAIN LINE 2
SEE SHEET ST2
KIT DEN DRIVE
OUTLOT H
STORM DRAIN LINE 5
SEE SHEET ST3
STORM DRAIN LINE 4
SEE SHEET ST3
FOX GROVE DRIVE
CARRIAGE PARKWAY
STORM DRAIN LINE 3
SEE SHEET ST2
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
G3
KEYMAP
NORTH
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
R
POND 2
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
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.
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
FUTURE
GRADE
-1.60%
0.55%
-0.81%
-0.55%
PVI STA = 10+00.00
PVI ELEV = 4925.80
PVI STA = 17+53.28
PVI ELEV = 4922.29
PVI STA = 11+61.40
PVI ELEV = 4924.50
120.0' VC
HP ELEV = 4923.48
HP STA = 16+34.01
PVI STA = 16+63.32
PVI ELEV = 4923.73
BVCS: 16+03.32
BVCE: 4923.40
EVCS: 17+23.32
EVCE: 4922.77
A.D. = 2.15
K = 55.81
120.0' VC
LP ELEV = 4922.90
LP STA = 14+81.87
PVI STA = 14+81.74
PVI ELEV = 4922.73
BCVS: 14+21.74
BVCE: 4923.06
ECVS: 15+41.74
EVCE: 4923.06
A.D. = 1.10
K = 108.84
4910
4915
4920
4925
4930
4910
4915
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
23+00 22+00 21+00 20+00 19+00 18+00
PVI STA = 22+60.03
PVI ELEV = 4918.07
120.0' VC
PVI STA = 18+67.22
PVI ELEV = 4920.03
BVCS: 18+07.22
BVCE: 4921.23
EVCS: 19+27.22
EVCE: 4919.73
A.D. = 1.50
K = 80.00
FUTURE
GRADE
EXISTING
GROUND
EXISTING
GROUND
FUTURE
GRADE
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
23+00 22+00 21+00 20+00 19+00 18+00
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
23+00 22+00 21+00 20+00 19+00 18+00
-0.50%
PVI STA = 22+32.64
PVI ELEV = 4917.38
120.0' VC
PVI STA = 18+39.83
PVI ELEV = 4919.35
BVCS: 17+79.83
BVCE: 4920.55
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
2.25%
-2.25%
1.30%
-2.25%
-1.30%
1.30%
0.90%
-0.90%
0.90%
PVI STA = 10+00.00
PVI ELEV = 4922.61
PVI STA = 15+52.71
PVI ELEV = 4920.98
PVI STA = 16+32.54
PVI ELEV = 4921.45
PVI STA = 10+79.83
PVI ELEV = 4923.08
PVI STA = 14+72.88
PVI ELEV = 4921.45
PVI STA = 10+16.83
PVI ELEV = 4922.21
PVI STA = 15+35.88
PVI ELEV = 4920.57
PVI STA = 15+69.54
PVI ELEV = 4920.57
75.0' VC
HP ELEV = 4923.86
HP STA = 11+85.59
PVI STA = 11+85.59
PVI ELEV = 4924.03
BVCS: 11+48.09
BVCE: 4923.69
EVCS: 12+23.09
EVCE: 4923.69
A.D. = 1.80
K = 41.67
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
18+00 19+00 20+00 21+00 22+00 23+00 24+00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
75.0' VC
HP ELEV = 4924.11
HP STA = 19+47.00
PVI STA = 19+47.00
PVI ELEV = 4924.28
BVCS: 19+09.50
BVCE: 4923.94
EVCS: 19+84.50
EVCE: 4923.94
A.D. = 1.80
K = 41.67
2.25%
-1.30%
0.90%
-0.90%
PVI STA = 23+45.83
PVI ELEV = 4920.94
PVI STA = 23+29.00
PVI ELEV = 4920.53
PVI STA = 22+66.00
PVI ELEV = 4921.40
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
18+00 19+00 20+00 21+00 22+00 23+00 24+00
4910
4915
4920
4925
4930
4910
4915
4920
4925
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
4+75 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50
PROPOSED
GRADE
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
-0.90%
-1.30%
-2.40% 2.40%
1.30%
0.90%
0.55%
-0.90%
PVI STA = 10+00.00
PVI ELEV = 4920.75
PVI STA = 13+21.61
PVI ELEV = 4920.07
PVI STA = 13+71.61
PVI ELEV = 4919.42
PVI STA = 13+77.61
PVI ELEV = 4919.28
PVI STA = 13+83.61
PVI ELEV = 4919.42
PVI STA = 14+33.61
PVI ELEV = 4920.07
PVI STA = 14+48.61
PVI ELEV = 4920.21
PVI STA = 13+06.61
PVI ELEV = 4920.21
80.0' VC
HP ELEV = 4921.45
HP STA = 11+43.32
PVI STA = 11+52.98
PVI ELEV = 4921.59
BVCS: 11+12.98
BVCE: 4921.37
EVCS: 11+92.98
EVCE: 4921.23
A.D. = 1.45
K = 55.17
PVI STA = 5+00.00
PVI ELEV = 4921.08
PVI STA = 6+83.20
PVI ELEV = 4920.07
PVI STA = 8+73.16
PVI ELEV = 4920.05
PVI STA = 10+00.00
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
14+50 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
0.55%
1.90%
0.60%
-0.55%
2.30%
PVI STA = 23+69.54
PVI ELEV = 4923.10
PVI STA = 23+92.76
PVI ELEV = 4923.64
75.0' VC
HP ELEV = 4921.30
HP STA = 16+66.85
PVI STA = 16+66.85
PVI ELEV = 4921.41
BVCS: 16+29.35
BVCE: 4921.20
EVCS: 17+04.35
EVCE: 4921.20
A.D. = 1.10
K = 68.18
80.0' VC
LP ELEV = 4920.02
LP STA = 19+37.51
PVI STA = 19+39.25
PVI ELEV = 4919.91
BCVS: 18+99.25
BVCE: 4920.13
ECVS: 19+79.25
EVCE: 4920.15
A.D. = 1.15
K = 69.57
75.0' VC
PVI STA = 23+22.39
PVI ELEV = 4922.21
BCVS: 22+84.89
BVCE: 4921.98
ECVS: 23+59.89
EVCE: 4922.92
A.D. = 1.30
K = 57.69
4910
4915
4920
4925
4930
4935
4915
4920
4925
4930
4935
24+00 25+00 26+00 27+00 28+00 29+00 30+00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
-2.25%
1.50%
1.10%
-1.50%
-0.90%
1.50%
1.90%
2.31%
PVI STA = 24+16.04
PVI ELEV = 4923.11
PVI STA = 24+99.09
PVI ELEV = 4924.24
PVI STA = 28+76.84
PVI ELEV = 4922.14
PVI STA = 29+05.50
PVI ELEV = 4922.69
PVI STA = 29+28.73
PVI ELEV = 4923.22
PVI STA = 24+20.04
PVI ELEV = 4922.98
PVI STA = 24+23.58
PVI ELEV = 4923.11
80.0' VC
HP ELEV = 4924.54
HP STA = 25+42.46
PVI STA = 25+48.61
PVI ELEV = 4924.79
BVCS: 25+08.61
BVCE: 4924.35
EVCS: 25+88.61
EVCE: 4924.19
A.D. = 2.60
K = 30.77
80.0' VC
PVI STA = 27+17.35
PVI ELEV = 4922.26
BCVS: 26+77.35
BVCE: 4922.86
ECVS: 27+57.35
EVCE: 4921.90
A.D. = 0.60
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
-0.90%
-0.55%
0.90%
0.55%
PVI STA = 6+42.10
PVI ELEV = 4923.77
PVI STA = 8+24.68
PVI ELEV = 4923.77
PVI STA = 10+00.00
PVI ELEV = 4922.80
85.0' VC
HP ELEV = 4924.40
HP STA = 7+33.19
PVI STA = 7+33.19
PVI ELEV = 4924.59
BVCS: 6+90.69
BVCE: 4924.21
EVCS: 7+75.69
EVCE: 4924.21
A.D. = 1.80
K = 47.22
-0.55% -0.55%
-0.90%
-1.30%
2.25%
-2.25%
1.30%
PVI STA = 10+00.00
PVI ELEV = 4922.80
PVI STA = 10+35.02
PVI ELEV = 4922.61
PVI STA = 12+28.89
PVI ELEV = 4921.54
PVI STA = 12+43.89
PVI ELEV = 4921.41
PVI STA = 13+23.72
PVI ELEV = 4920.94
PVI STA = 13+06.89
PVI ELEV = 4920.54
PVI STA = 13+40.55
PVI ELEV = 4920.54
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
14+00 15+00 16+00 17+00 18+00 19+00 20+00
0.90%
PROPOSED
GRADE
FUTURE
GRADE
EXISTING
PROPOSED GROUND
GRADE
EXISTING
GROUND
INTERIM
TIE-IN
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
14+00 15+00 16+00 17+00 18+00 19+00 20+00
PVI STA = 14+03.55
PVI ELEV = 4921.41
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
14+00 15+00 16+00 17+00 18+00 19+00 20+00
END STA = 15+05.22
END ELEV = 4922.02
-0.50%
-2.00%
PVI STA = 19+52.59
PVI ELEV = 4916.28
75.0' VC
HP ELEV = 4922.07
HP STA = 14+88.52
PVI STA = 15+02.74
PVI ELEV = 4922.30
BVCS: 14+65.24
BVCE: 4921.96
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
NORTH
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
R
R10
1 INTERSECTION DETAIL 2 INTERSECTION DETAIL 3 INTERSECTION DETAIL
4 INTERSECTION DETAIL 5 INTERSECTION DETAIL 6 INTERSECTION DETAIL
1
2
3
4 5
6
9
LEGEND:
PROPOSED STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. 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 VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
NORTH
R11
7 INTERSECTION DETAIL
LEGEND:
PROPOSED STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. 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 VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
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.
PROPOSED STORM INLET
LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED SPOT ELEVATION
PROPOSED SLOPES 2.0%
(47.45)
EXISTING SPOT ELEVATION
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100 BEDDING REQUIREMENTS 101 STANDARD MANHOLE 102 SERVICE WYE DETAIL 103 PRIVATE SEWER CLEANOUT
TRAFFIC/PAVED AREAS
LANDSCAPED AREAS
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
SEWER MAIN BEDDING DETAIL SERVICE WYE DETAIL
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
D2
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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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
200 BEDDING REQUIREMENTS 201 FIRE HYDRANT 202 WATER MAIN LOWERING 203 THRUST RESTRAINT
204 THRUST BLOCKS 205 TRACE WIRE TERMINAL BOX 206 TRENCH REQUIREMENTS
WATERLINE LOWERING ELEVATIONS
1
2 3
4
D3
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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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
209 GATE VALVE
207 CURB STOP & WATER SERVICE 208 WATER METER & SERVICE
210 BURIED CASING DETAIL 211 TYPICAL VALLEY WALL CLEANOUT DETAIL
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300 STORMWATER BEDDING REQUIREMENTS 301 STANDARD MANHOLE 302 CHANNELING DETAILS FOR MANHOLES 303 FLARED END SECTION TRASH RACK
304 CONCRETE END SECTIONS
307 RIPRAP SCHEDULE
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C C
A
A
B
B
SECTION C-C
SECTION A-A SECTION B-B
WELL SCREEN FLOW CONTROL PLATE
PLAN
GENERAL NOTES
SECTION D-D
D
D
A A
ABBREVIATIONS
LEGEND
305 WATER QUALITY OUTLET STRUCTURE
306SCHEDULE INLET
Storm Line
Pipe
Diameter
(ft)
Ordinary
Riprap
Type
Length
of Riprap
(ft)
Width
of Riprap
(ft)
2*d50,
Depth of Riprap
(ft)
Storm Line 3 2.00 Type M 10.00 10.00 2.0
FINISHED
GRADE
OUTLET
STRUCTURE
SLOTTED PVC
UNDERDRAIN 90° PVC ELBOW
SOLID PVC PIPE
CORE BOTTOM OF OUTLET STRUCTURE
FOR PVC UNDERDRAIN PENETRATION
CORE AND SEAL WITH NON-SHRINK GROUT
OUTLET PIPE
SOLID PVC PIPE
D5
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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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
314 DRYWELL BASE TO STORM MANHOLE
48" DRYWELL MANHOLE
020EMM48D-MH 48" DRYWELL MANHOLE
48" DRYWELL MANHOLE
2-18-2013
SECTION VIEW
BACKFILL WITH #2 ROCK TO TOP OF PERFORATED
SECTION
ADD STANDARD BARREL
SECTIONS ABOVE
PERFORATED BASE FOR
STORM CONNECTIONS.
BED ON MIN 1' COMPACTED #2 ROCK
TOP #2 WITH GEOFABRIC
WHERE INTERFACED WITH
NATIVE MATERIALS
311 CONCRETE HEADWALLS 312 WINGWALLS 313 WINGWALLS
308 BIORETENTION DETAIL
SCREEN SLOT TABLE
A B C D E F
PIPE SIZE ROWS OF
SLOTS
MAXIMUM
SLOT
LENGTH
D6
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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317 TRIPLE COMBINATION INLET
STAKING NOTES:
1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF
INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR
PRIOR TO SETTING BOX.
2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET
OF INCOMING CURB AND GUTTER IN EACH DIRECTION
STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY
TO ENSURE PROPER CURB TRANSITION CAN BE MADE,
AND THAT NO CONFLICTS ARISE.
CURB TRANSITION AT INLET
N.T.S.
315 SINGLE COMBINATION INLET
A A
B
B
A A
316 DOUBLE COMBINATION INLET
STAKING NOTES:
1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF
INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR
PRIOR TO SETTING BOX.
2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET
OF INCOMING CURB AND GUTTER IN EACH DIRECTION
STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY
TO ENSURE PROPER CURB TRANSITION CAN BE MADE,
AND THAT NO CONFLICTS ARISE.
CURB TRANSITION AT INLET
N.T.S.
CURB TRANSITION AT INLET
STAKING NOTES: N.T.S.
1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF
INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR
PRIOR TO SETTING BOX.
2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET
OF INCOMING CURB AND GUTTER IN EACH DIRECTION
STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY
D7
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400 CURB AND GUTTER 401 CURB AND GUTTER / SIDEWALK 402 STANDARD DRIVEWAY APPROACH (TYPES I & II)
403 STREET INTERSECTION CROSSPAN
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
7 3/8" (L) 1 3/8"
17"
6"
3 3/8"
14"
FL
R 16"
R 16"
DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK
31"
See Drawing 1601
10 3/4"(L)
R 16"
DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK
18" 18"
3 3/8"
1 3/8"
6"
R 16"
FL
14"
6"
17"
D8
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406 SIGN POST
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
CRITERIA FOR SINGLE POST
5. All "No Parking" signs shall be installed at 45° from Flow Line.
* *
(22F12A31)
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
Street Curb
See Figure 16-1
L
* 12 Gauge
30" 8" 8"
412 TRENCH DETAIL
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
Materials
Pavement
Thickness
Varies
Varies
1" (min.)
(See Note 9 below for Storm.)
4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
D9
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A B G W
504 TYPICAL LOT GRADING
GRADING PLAN
TYPE "W" (WALKOUT LEVEL) LOT
PLAN VIEW ISOMETRIC VIEW
GRADING PLAN
TYPE "G" (GARDEN LEVEL) LOT
PLAN VIEW ISOMETRIC VIEW
GRADING PLAN
TYPE "B" LOT
PLAN VIEW ISOMETRIC VIEW
GRADING PLAN
TYPE "A" LOT
PLAN VIEW ISOMETRIC VIEW
500 TYPE "A" LOT GRADING PLAN 501 TYPE "B" LOT GRADING PLAN
502 TYPE "G" (GARDEN LEVEL) LOT GRADING PLAN 503 TYPE "W" (WALKOUT LEVEL) LOT GRADING PLAN
506 TYPICAL OVERLOT GRADING
LOT GRADING RECOMMENDATIONS:
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
X
X X X X X
X X X X
X
X
X
X
X
X
X
OHE OHE OHE OH
12" W 12" W
12" W
8" W 8" W
8" W 8" W 8" W
8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W
8" W 8" W 8" W 8" W
8" W
8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W
W 8" W 12" W 12" W 12" W 12" W 12" W
X
G
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF SF SF SF
MU
MU
MU
MU
MU
MU
MU
MU
MU
MU
MU
MU
MU
MU
MU
POND 1
POND 2
POND 3
POND 4
FOX GROVE DRIVE
HUNTSMAN DRIVE
HUNTSMAN DRIVE
KIT DEN DRIVE
CARRIAGE PARKWAY (76' ROW)
CARRIAGE PARKWAY
FOX GROVE DRIVE
TOD DRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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000 SILT FENCE 001 WATTLE INSTALLATION
002
EROSION CONTROL FOR CONSTRUCTION
ON INDIVIDUAL RESIDENTIAL LOTS
SF SF
TOP BACK CURB
STORM WATER LINE
WEIGHTED WATTLE
AT 45 DEG. TO CURB
FLOW
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE
THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A
HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE
NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN
STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE
STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE
THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY
HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE
STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A" WATTLE "B"
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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VEHICLE CONTROL TRACKING PAD
CURB INLET PROTECTION
IP
VTC
005
006
BOP
007 BALE OUTLET PROTECTION
CONCRETE WASHOUT AREA 009 SOIL RIPRAP INSTALLATION
CWA
008
010 SWALE WATTLE DIKE
RP
POND 1
X
X X X X X
X X X X
X
X
X
X
X
X
X
X
OHE OHE OHE
X
G
6
2
5
OS2
OS1
D
OS1
OS2
F
POND 2
POND 3
POND 4
1
3
4
4922.09FT
NAVD 88
4926.89FT
NAVD 88
XS#: 1185
CW SUBTRUST C/O AGUR FOUNDATION
INDUSTRIAL DISTRICT
(UNDEVELOPED)
SUNFLOWER SUBDIVISION
(SINGLE FAMILY)
LOT 1
LEE MLD
(UNDEVELOPED)
FOX GROVE DRIVE
HUNTSMAN DRIVE
HUNTSMAN DRIVE
CARRIAGE PARKWAY (76' ROW)
CARRIAGE PARKWAY
FOX GROVE DRIVE
FOX GROVE DRIVE
HUNTSMAN DRIVE
HUNTSMAN DRIVE KIT DEN DRIVE
CARRIAGE PARKWAY (76' ROW)
CARRIAGE PARKWAY
TOD DRIVE
FOX GROVE DRIVE
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
DR1
KEYMAP
NORTH
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DR1
LEGEND:
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
B2
1.45 ac
BIORETENTION SWALE
FLOODPLAIN NOTES:
FEMA CROSS-SECTION (CSL)
XS#:
ELEV.
NAVD 88
PROJECT BENCHMARKS:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C10 C100
10-yr
Tc
(min)
100-yr
Tc
(min)
Q10
(cfs)
Q100
(cfs)
A A 5.94 0.55 0.69 13.3 11.0 11.1 30.3
B B 7.08 0.55 0.69 12.4 10.3 13.6 37.6
C C 4.25 0.55 0.69 12.7 10.5 8.1 22.6
D D 3.56 0.55 0.69 31.2 29.6 4.2 11.2
E E 1.60 0.55 0.69 12.5 10.3 3.0 8.5
F F 13.41 0.77 0.96 14.4 11.0 34.0 97.7
OS1 OS1 1.72 0.35 0.44 25.5 22.5 1.5 4.0
OS2 OS2 6.70 0.55 0.69 21.5 16.1 9.7 29.0
Pond Detention Vol.
(Ac-Ft)
PLD (50%)
Vol. (Ac-Ft)
Ext.Det.
(50%) Vol.
(Ac-Ft)
Total Req'd.
Vol. (Ac-Ft)
100-Yr
WSEL (Ft)
Peak 100-Yr
Release (cfs)
1 1.502 0.138 0.251 1.753 4917.000 2.80
2 0.390 0.038 N/A 0.390 4918.600 16.10
3 1.407 0.046 0.068 1.475 4920.100 1.60
4 0.927 0.028 0.041 0.968 4921.200 0.40
POND SUMMARY
1' 2'
TYP.
1' 1'
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
WEIGHTED WATTLE
LIP OF GUTTER
SIDEWALK EXISTING OR
PROPOSED INLET
FLOW LINE
SEDIMENT
DEPOSITION
ZONE
LIP OF GUTTER
SIDEWALK
TOP BACK CURB
FLOW LINE
SIDEWALK
TOP BACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS.
2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP.
LIP OF GUTTER
WEIGHTED WATTLE
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT
PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN
FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD,
ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON
STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A
STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY
SOIL USE A 24" STAKE.
4"-6" ABOVE WATTLE AFTER BAILING WIRE
OR NYLON ROPE IS ATTACHED. STAKES
NEED TO BE TAMPED UNTIL WIRE/ROPE IS
SNUG WITH WATTLE.
IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A
BMP SHOULD BE USED TO PREVENT SEDIMENT FROM
ENTERING THE INLET
1"x 1" WOOD STAKES
18"-24"
THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT
ACCUMULATED BEHIND WATTLE AS NECESSARY.
SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE.
WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY.
1.
2.
3.
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB
END SHALL ABUT TIGHTLY
TO BACK OF CURB
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
4' MAX.
SEDIMENT
DEPOSITION ZONE
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED
CORE.
2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS.
3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON
WRITTEN APPROVAL FROM THE CITY. : A COPY OF DETAILS AND
SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
PLAN VIEW
W
L
INFLOW FLOW
2:1MAX. 2:1MAX.
2:1MAX.
2:1MAX. 2:1MAX.
TOP OF EARTHEN BERM
2:1MAX. 2:1MAX.
2:1MAX.
TRANSITION EXISTING
CHANNEL INTO
SEDIMENT TRAP
C
B
D50 = 12" RIPRAP, TYPE M.
(SEE TABLE MD-7, MAJOR
DRAINAGE, VOL. 1 FOR
GRADATION)
12 FT. MINIMUM
6"
6" MINIMUM
FREEBOARD 30"
CHANNEL
GRADE
EXCAVATION TO
NEAT LINE; AVOID
OVER-EXCAVATION
(TYP.)
FLOW
1'-8"
MIN.
1'-6"
MIN.
D50=12" RIPRAP, TYPE M. (SEE
TABLE MD-7, MAJOR DRAINAGE,
VOL. 1 FOR GRADATION)
8' - 0"
2' - 0" 6' - 0"
1. SEE PLAN VIEW FOR:
- LOCATION, LENGTH AND WIDTH OF SEDIMENT TRAP.
2. SEDIMENT TRAPS INDICATED ON INITIAL GESC PLAN SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. SEDIMENT TRAP BERM SHALL BE CONSTRUCTED FROM MATERIAL FROM EXCAVATION. THE BERM SHALL BE COMPACTED TO 95%
OF THE MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698.
4. RIPRAP OUTLET SHALL BE CONSTRUCTED WITH D 50 =12" RIPRAP (TYPE M, SEE TABLE MD-7, MAJOR DRAINAGE, VOL. 1 FOR
GRADATION) WITH A MINIMUM OVERFLOW OF 6".
5. THE TOP OF THE EARTHEN BERM SHALL BE A MINIMUM OF 6" HIGHER THAN THE TOP OF THE RIPRAP OUTLET STRUCTURE.
6. THE ENDS OF THE RIPRAP OUTLET STRUCTURE SHALL BE MINIMUM OF 6" HIGHER THAN THE CENTER OF THE OUTLET
STRUCTURE.
ST
SECTION C
CRIMPMULCHEDORSTABILIZEDINAMANNERAPPROVEDBYTHELOCAL JURISDICTION.
4.WHENSEDIMENTTRAPSAREREMOVEDTHEDISTURBEDAREASHALL BE COVERED WITH TOP SOIL,DRILLEDSEEDEDAND
COVERAGEISAPPROVEDBYTHELOCAL JURISDICTION.
3.SEDIMENTTRAPSSHALLREMAININPLACEUNTILTHEUPSTREAMDISTURBEDAREAISSTABILIZEDANDGRASS
2THEHEIGHT OF THE RIPRAP OUTLET STRUCTURE.
1
2.SEDIMENTACCUMULATEDUPSTREAMOFRIPRAPSHALLBEREMOVED WHEN THE UPSTREAM DEPTH IS WITHIN
REPAIRSORCLEANOUTUPSTREAMSEDIMENT AS NECESSARY.
1.THESWMPMANAGERSHALLINSPECTSEDIMENTTRAPS WEEKLY,DURINGANDAFTERANYSTORMEVENTANDMAKE
003 SEDIMENT TRAP
GRADATION TABLE
SIEVE
SIZE
MASS
PERCEN
T
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
004 ROCK SOCK
EC2
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EC1
NORTH
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
R
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
PROPOSED CONCRETE
CROSS PAN (TYP.)
PEDESTRIAN ACCESS RAMPS
PROPERTY BOUNDARY
FIELD SURVEY BY:
BENCHMARKS:
Northern Engineering Services, Inc.
Project No. 335-008
Date: December 26, 2012
FORT COLLINS BENCHMARK 25-01: EAST SIDE OF THE EAST
FRONTAGE ROAD OF I-25 APPROX. 0.5 MILES NORTH OF
PROSPECT ROAD ON THE NORTH END OF A HEAD WALL TO AN
IRRIGATION CANAL.
NGVD29 UNADJUSTED=4918.41 (NAVD88=4921.60)
FORT COLLINS BENCHMARK 26-01: SOUTH SIDE OF HIGHWAY 14
(EAST MULBERRY ST.), APPROX. 0.4 MILES EAST OF THE
CENTERLINE OF 1-25, ON THE BRIDGE PARAPET WALL, ON A
BRASS CAP STAMPED "COLO. DEPT OF HIGHWAYS". (CITY OF
FORT COLLINS DESIGNATION NOT STAMPED ON CAP).
NGVD29 UNADJUSTED=4937.26 (NAVD88=4940.45)
SILT FENCE
INLET PROTECTION
WATTLE DIKE
ROCK SOCK
VEHICLE TRACKING PAD
SF
TABLE OF CONSTRUCTION SEQUENCE AND
BMP APPLICATION
CONSTRUCTION PHASE PHASE I PHASE II PHASE III PHASE IV
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 (Bales, Wattles, etc.) (WD)
Concrete Washout Area (CWA)
Preventative Maintenance Activities/Meetings/etc.
Silt Fence (SF)
Permanent
Mulching/Sealant
Permanent Seed Planting
Sewer Service
Water Service
Curb and Gutter
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 19.63 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. SEE "GRADING & EROSION CONTROL NOTES" ON SHEET CS2 OF THE UTILITY
PLAN SET FOR PREPARED BY NORTHERN ENGINEERING DATED
NOVEMBER 26, 2014 FOR ADDITIONAL INFORMATION.
EROSION CONTROL NOTES: GENERAL NOTES:
CONCRETE WASHOUT AREA
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.
SEDIMENT TRAP
MULCH MU
EXCELSIOR EROSION CONTROL FABRIC
Local Entity Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight
edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for
backfill material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of
unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.
410 PEDESTRIAN RAMP DETAIL
STANDARD GRAY CONCRETE
RAMP WITH PARTIALLY COLORED CONCRETE
PLAN VIEW SECTION A-A
A
A
N.T.S.
6"
N.T.S.
2'
NOTES:
t=6" or as specified
409 SIDEWALK DETAIL
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
DETACHED SIDEWALK DETAIL
Variable
Slope sidewalk to curb 1/4" per foot.
2' min.
408 STANDARD SIDEWALK
Sidewalk
Driveway
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. Sidewalk grade shall remain consistent across driveway
3. This detail applies to Residential & Commercial driveways.
Detached Sidewalk
Attached Sidewalk
DETACHED ATTACHED
All Sidewalk Thickness Shall Be 6" minimum.
SIDEWALK
411 TRUNCATED DOME WARNING FOR ACCESS RAMPS
407 TEMPORARY DEAD END BARRICADES
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
413 TRANSITION VERTICAL CURB TO ROLL-OVER CURB
(INTERSECTION RADII TRANSITION)
CARRIAGE PARKWAY
1 1/2"
5' (L)
8 5/8" (F.C.)
7 1/4" F.C.
12" (F.C.)
Slope to curb 1/4"/Ft.
1' min. (F.C.)
48:1 min.
4:1 max.
Excavation
Fill
1' min.
2' min.
1/4"/Ft.
CURB & GUTTER IN A CUT OR FILL
6"
3'-9" (F.C.)
For Thickness
2' min. (L)
8'
DOWELL IF
JOINTS
A TOOL JOINT
A
JOINTS (TYP.)
CONTROL
d
LENGTH
(for monolithic pour)
10' MINIMUM (ARTERIAL)
8' MINIMUM (COLLECTOR)
6' MINIMUM (LOCAL)
COLD JOINT (See Standard Drawing 714)
AT 10' O.C.
TOOL JOINT
FOR PANS OVER 40'
CONTROL JOINT REQUIRED
CONTROL
ROADWAY WIDTH
*
SIDES.
TO PAN SECTION, TYPICAL BOTH
TRANSITION FROM C & G SECTION
WALK
1:12 max.
X=2' min. Driveway Width Varies
2'-0"
6"
Attached
Sidewalk
Lip
FL
Back of curb
Right of Way line
Detached
Attached
Right of Way Line
Detached
Sidewalk
1:24 (max.)
X
Y
W
X
Y
W = Width
1:12 (max.)
Property Line
t
1/4" PER FT.
N.T.S.
SECTION A-A 2"
t
1:12 (max.)
t
TYPE I TYPE II
1:12 (max.) 1:48
A
A
PERSPECTIVE
X=6'-0"
1:48 SLOPE
1:12 max.
B
B
WALK
Y
t
t
WALK
t 2"
FLOWLINE
JOINT
EXPANSION
BOW
1:12 (max.)
1:24
SECTION B-B
N.T.S.
Ramp if necessary
1:12
max.
BOW
WALK
6"
(max.)
1/2"
2"R.
404 ASPHALT PAVING DETAIL (CROSSPAN)
2T*
W
ASPHALT
2T*
W
T
W
P.C.
CROSSPAN
THICKENED
ASPHALT
THICKENED
AND WALK
CURB, GUTTER
T = THICKNESS OF CROSSPAN
W = WIDTH OF CROSSPAN
*-If subgrade is flyash
treated, use T instead of 2T.
TO R.O.W. AT
EXTEND CONC.
PRIVATE DRIVES
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
405 DETACHED SIDEWALK CHASE DETAIL
PLAN
A
A
C
B B
C
SECTION A-A
SECTION B-B
SECTION C-C DETAIL 1
406 CONCRETE TRICKLE PAN DETAIL
TO ENSURE PROPER CURB TRANSITION CAN BE MADE,
AND THAT NO CONFLICTS ARISE.
MAXIMUM
SLOT WIDTH
APPROX.
SLOT/ROW
PER FOOT
APPROX.
SLOT
SPACING
MINIMUM
OPEN AREA
PER FOOT
6" 3 (MIN.) - 6 (MAX.) 2.35" 0.032" 14 3/4" 3.15 SQ. IN.
309 DIMENSIONS FOR SLOTTED PVC PIPE
310 UNDERDRAIN TO OUTLET STRUCTURE CONNECTION
Storm Line 4 2.00 Type M 5.00 8.00 3.0
Storm Line 5 1.50 Type M 8.00 10.00 4.0
Storm Line 6 2.00 Type M 10.00 10.00 5.0
Storm Line 7 0.00 Type M 35.00 20.00 6.0
Storm Line 8 0.00 Type M 30.00 20.00 7.0
Storm Line 9 1.50 Type M 5.00 12.00 8.0
INLET ID INLET TYPE
2-2 Double Combination
2-3 Triple Combination
4-7 Single Combination
4-8 Double Combination
5-3 Single Combination
5-4 Single Combination
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
1
2
3
4 5
6
9
7
8
8 INTERSECTION DETAIL 9 INTERSECTION DETAIL
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.
PROPOSED STORM INLET
LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED SPOT ELEVATION
PROPOSED SLOPES 2.0%
(47.45)
EXISTING SPOT ELEVATION
7
8
EVCS: 15+40.24
EVCE: 4921.55
A.D. = 2.90
K = 25.86
100.0' VC
PVI STA = 17+54.15
PVI ELEV = 4917.27
BVCS: 17+04.15
BVCE: 4918.27
EVCS: 18+04.15
EVCE: 4917.02
A.D. = 1.50
K = 66.67
0.90%
PVI STA = 14+03.55
PVI ELEV = 4920.98
PVI STA = 15+05.22
PVI ELEV = 4921.60
0.90%
PVI STA = 14+03.55
PVI ELEV = 4920.98
PVI STA = 15+10.22
PVI ELEV = 4921.55
-2.00%
-0.50%
PVI STA = 14+65.24
PVI ELEV = 4921.54
PVI STA = 19+52.59
PVI ELEV = 4915.86
75.0' VC
HP ELEV = 4921.64
HP STA = 14+88.52
PVI STA = 15+02.74
PVI ELEV = 4921.88
BVCS: 14+65.24
BVCE: 4921.54
EVCS: 15+40.24
EVCE: 4921.13
A.D. = 2.90
K = 25.86
100.0' VC
PVI STA = 17+54.15
PVI ELEV = 4916.85
BVCS: 17+04.15
BVCE: 4917.85
EVCS: 18+04.15
EVCE: 4916.60
A.D. = 1.50
K = 66.67
-2.00%
-0.50%
PVI STA = 14+63.25
PVI ELEV = 4921.52
PVI STA = 19+52.59
PVI ELEV = 4915.86
75.0' VC
HP ELEV = 4921.65
HP STA = 14+88.69
PVI STA = 15+02.29
PVI ELEV = 4921.89
BVCS: 14+64.79
BVCE: 4921.53
EVCS: 15+39.79
EVCE: 4921.14
A.D. = 2.94
K = 25.55
100.0' VC
PVI STA = 17+54.15
PVI ELEV = 4916.85
BVCS: 17+04.15
BVCE: 4917.85
EVCS: 18+04.15
EVCE: 4916.60
A.D. = 1.50
K = 66.67
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND STA: 14+77.41
INV: 4910.93
STORM CROSSING
STA: 14+88.60
INV: 4915.96
STORM CROSSING
STA: 14+92.10
INV: 4915.96
STORM CROSSING
STA: 14+77.67
INV: 4910.90
STORM CROSSING
STA: 14+88.56
INV: 4915.88
STORM CROSSING
STA: 14+92.06
INV: 4915.88
STORM CROSSING
STA: 14+77.92
INV: 4910.87
STORM CROSSING
STA: 14+88.52
INV: 4915.81
STORM CROSSING
STA: 14+92.02
INV: 4915.81
STORM CROSSING
INTERIM
TIE-IN
INTERIM
TIE-IN
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. 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 VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. 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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
NORTH
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
R
CENTERLINE
FUTURE VIXEN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
R9
R8
R8
R9
MATCH LINE SEE SHEET R8 STA 14+00
LEFT FLOWLINE
FUTURE VIXEN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
FUTURE VIXEN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
FUTURE
GRADE
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
-0.55%
-0.90%
-0.50%
-0.78%
2.25%
-2.25%
0.78%
0.50%
PVI STA = 10+00.00
PVI ELEV = 4922.38
PVI STA = 12+28.89
PVI ELEV = 4921.12
PVI STA = 12+43.89
PVI ELEV = 4920.98
PVI STA = 12+88.72
PVI ELEV = 4920.76
PVI STA = 13+06.89
PVI ELEV = 4920.62
PVI STA = 13+23.72
PVI ELEV = 4921.02
PVI STA = 13+40.55
PVI ELEV = 4920.62
PVI STA = 13+58.72
PVI ELEV = 4920.76
0.45%
-0.55%
0.55%
0.65%
-0.54%
PVI STA = 4+62.47
PVI ELEV = 4922.56
PVI STA = 6+04.57
PVI ELEV = 4923.35
PVI STA = 6+54.51
PVI ELEV = 4923.67
PVI STA = 8+24.68
PVI ELEV = 4923.34
PVI STA = 10+00.00
PVI ELEV = 4922.38
75.0' VC
HP ELEV = 4923.85
HP STA = 7+10.72
PVI STA = 7+14.29
PVI ELEV = 4923.94
BVCS: 6+76.79
BVCE: 4923.77
EVCS: 7+51.79
EVCE: 4923.74
A.D. = 0.99
K = 76.07
0.45%
-0.55%
0.55%
0.65%
-0.54%
PVI STA = 4+62.47
PVI ELEV = 4922.56
PVI STA = 6+04.57
PVI ELEV = 4923.35
PVI STA = 6+54.51
PVI ELEV = 4923.67
PVI STA = 8+24.68
PVI ELEV = 4923.34
PVI STA = 10+00.00
PVI ELEV = 4922.38
75.0' VC
HP ELEV = 4923.85
HP STA = 7+10.72
PVI STA = 7+14.29
PVI ELEV = 4923.94
BVCS: 6+76.79
BVCE: 4923.77
EVCS: 7+51.79
EVCE: 4923.74
A.D. = 0.99
K = 76.07
-0.55%
-0.90% -0.90%
-0.70%
2.25%
-2.25%
0.70%
0.90%
PVI STA = 10+00.00
PVI ELEV = 4922.38
PVI STA = 12+28.89
PVI ELEV = 4921.12
PVI STA = 12+43.89
PVI ELEV = 4920.98
PVI STA = 12+88.72
PVI ELEV = 4920.58
PVI STA = 13+06.89
PVI ELEV = 4920.45
PVI STA = 13+23.72
PVI ELEV = 4920.86
PVI STA = 13+40.55
PVI ELEV = 4920.45
PVI STA = 13+58.72
PVI ELEV = 4920.58
0.55%
0.90% 0.90%
-0.90% -0.90%
-0.55%
PVI STA = 5+23.61
PVI ELEV = 4922.56
PVI STA = 6+65.71
PVI ELEV = 4923.35
PVI STA = 7+29.46
PVI ELEV = 4923.92
PVI STA = 7+45.00
PVI ELEV = 4924.06
PVI STA = 7+60.93
PVI ELEV = 4923.92
PVI STA = 8+24.68
PVI ELEV = 4923.34
PVI STA = 10+00.00
PVI ELEV = 4922.38
0.55%
0.90% 0.90%
-0.90% -0.90%
-0.55%
PVI STA = 5+23.61
PVI ELEV = 4922.56
PVI STA = 6+65.71
PVI ELEV = 4923.35
PVI STA = 7+29.46
PVI ELEV = 4923.92
PVI STA = 7+45.00
PVI ELEV = 4924.06
PVI STA = 7+60.93
PVI ELEV = 4923.92
PVI STA = 8+24.68
PVI ELEV = 4923.34
PVI STA = 10+00.00
PVI ELEV = 4922.38
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
FUTURE
GRADE
FUTURE
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
STA: 13+33.71
INV: 4914.68
STORM CROSSING
STA: 13+33.71
INV: 4914.60
STORM CROSSING
STA: 13+33.71
INV: 4914.52
STORM CROSSING
FUTURE ROAD
FUTURE
VIXEN DRIVE
TRACT A
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. 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 VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. 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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
NORTH
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
R
CENTERLINE
VIXEN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
R8
R8
MATCH LINE SEE SHEET R9 STA 14+00
R8
R9
LEFT FLOWLINE
VIXEN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
VIXEN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
K = 133.33
80.0' VC
LP ELEV = 4921.54
LP STA = 28+11.84
PVI STA = 28+21.84
PVI ELEV = 4921.32
BCVS: 27+81.84
BVCE: 4921.68
ECVS: 28+61.84
EVCE: 4921.92
A.D. = 2.40
K = 33.33
4915
4920
4925
4930
4935
4915
4920
4925
4930
4935
24+00 25+00 26+00 27+00 28+00 29+00 30+00
4915
4920
4925
4930
4935
4915
4920
4925
4930
4935
24+00 25+00 26+00 27+00 28+00 29+00 30+00
-2.12%
1.55%
1.01%
1.90%
-1.37%
-0.67%
-0.50%
0.50%
0.90%
1.10%
1.50%
0.70%
-1.55%
-1.01%
PVI STA = 24+01.40
PVI ELEV = 4923.72
PVI STA = 24+24.73
PVI ELEV = 4923.23
PVI STA = 24+28.79
PVI ELEV = 4923.06
PVI STA = 24+51.06
PVI ELEV = 4923.41
PVI STA = 29+48.57
PVI ELEV = 4921.92
PVI STA = 26+43.26
PVI ELEV = 4923.27
PVI STA = 28+49.38
PVI ELEV = 4921.18
PVI STA = 28+72.98
PVI ELEV = 4921.06
PVI STA = 28+88.98
PVI ELEV = 4921.14
PVI STA = 29+04.98
PVI ELEV = 4921.28
PVI STA = 29+20.98
PVI ELEV = 4921.46
PVI STA = 29+36.98
PVI ELEV = 4921.70
PVI STA = 25+09.58
PVI ELEV = 4923.82
PVI STA = 26+76.85
PVI ELEV = 4922.75
PVI STA = 27+99.45
PVI ELEV = 4921.51
87.3' VC
HP ELEV = 4924.11
HP STA = 25+56.92
PVI STA = 25+63.61
PVI ELEV = 4924.36
BVCS: 25+19.98
BVCE: 4923.92
EVCS: 26+07.25
EVCE: 4923.76
A.D. = 2.38
K = 36.60
1.67%
1.10%
1.21%
-1.65%
-1.50%
-2.36%
1.10%
1.50%
0.50%
0.90%
-0.50%
-1.02%
-0.90%
PVI STA = 24+11.69
PVI ELEV = 4922.88
PVI STA = 24+27.71
PVI ELEV = 4923.15
PVI STA = 24+88.59
PVI ELEV = 4923.82
PVI STA = 26+18.58
PVI ELEV = 4922.96
PVI STA = 26+45.86
PVI ELEV = 4922.55
PVI STA = 26+77.35
PVI ELEV = 4921.81
PVI STA = 28+12.15
PVI ELEV = 4921.45
PVI STA = 28+29.72
PVI ELEV = 4921.72
PVI STA = 27+80.72
PVI ELEV = 4921.14
PVI STA = 27+96.72
PVI ELEV = 4921.28
PVI STA = 27+64.72
PVI ELEV = 4921.06
PVI STA = 27+10.23
PVI ELEV = 4921.47
PVI STA = 27+45.30
PVI ELEV = 4921.16
72.7' VC
HP ELEV = 4924.11
HP STA = 25+28.02
PVI STA = 25+33.61
PVI ELEV = 4924.36
BVCS: 24+97.25
BVCE: 4923.92
EVCS: 25+69.97
EVCE: 4923.76
A.D. = 2.86
K = 25.43
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
STA:28+72.98
INV: 4916.59
STORM CROSSING
STA:28+11.84
INV: 4916.64
STORM CROSSING
STA:29+03.43
INV: 4916.65
STORM CROSSING
STA:27+64.72
INV: 4916.68
STORM CROSSING
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. 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 VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. 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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
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
R
R7
R6
R6
R5
R5 R7
CENTERLINE
FOX GROVE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R6 STA 24+00
CENTERLINE
KIT DEN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
R7
LEFT FLOWLINE
FOX GROVE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
KIT DEN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
FOX GROVE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
KIT DEN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
4915
4920
4925
4930
4910
4915
4920
4925
4930
14+50 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
14+50 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
-0.55%
-0.50%
2.30%
0.55%
0.56%
2.70%
-0.55%
-0.50%
0.50%
0.60%
PVI STA = 17+13.31
PVI ELEV = 4920.66
PVI STA = 18+55.69
PVI ELEV = 4919.94
PVI STA = 18+89.24
PVI ELEV = 4919.76
PVI STA = 19+37.50
PVI ELEV = 4919.52
PVI STA = 19+81.63
PVI ELEV = 4919.74
PVI STA = 22+30.55
PVI ELEV = 4921.23
PVI STA = 23+78.09
PVI ELEV = 4923.19
75.0' VC
HP ELEV = 4920.88
HP STA = 16+54.98
PVI STA = 16+54.98
PVI ELEV = 4920.98
BVCS: 16+17.48
BVCE: 4920.77
EVCS: 16+92.48
EVCE: 4920.77
A.D. = 1.10
K = 68.18
87.0' VC
PVI STA = 23+25.41
PVI ELEV = 4921.76
BCVS: 22+81.91
BVCE: 4921.52
ECVS: 23+68.91
EVCE: 4922.94
A.D. = 2.14
K = 40.68
0.83%
0.55%
-0.55%
-0.60%
0.64%
2.30%
-2.17%
2.70%
0.50%
0.60%
-0.55%
-0.50%
PVI STA = 14+59.75
PVI ELEV = 4919.78
PVI STA = 17+37.06
PVI ELEV = 4920.66
PVI STA = 18+55.71
PVI ELEV = 4919.94
PVI STA = 18+89.26
PVI ELEV = 4919.76
PVI STA = 19+37.52
PVI ELEV = 4919.52
PVI STA = 19+81.65
PVI ELEV = 4919.74
PVI STA = 22+30.57
PVI ELEV = 4921.23
PVI STA = 23+61.36
PVI ELEV = 4923.02
PVI STA = 23+84.51
PVI ELEV = 4923.55
75.0' VC
HP ELEV = 4920.88
HP STA = 16+78.66
PVI STA = 16+78.72
PVI ELEV = 4920.98
BVCS: 16+41.22
BVCE: 4920.78
EVCS: 17+16.22
EVCE: 4920.77
A.D. = 1.10
K = 68.30
75.0' VC
PVI STA = 23+15.18
PVI ELEV = 4921.78
BCVS: 22+77.68
BVCE: 4921.53
ECVS: 23+52.68
EVCE: 4922.79
A.D. = 2.06
K = 36.49
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
STA:19+37.40
INV: 4915.14
STORM CROSSING
STA:19+37.41
INV: 4915.10
STORM CROSSING
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. 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 VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. 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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
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
R
R6
CENTERLINE
FOX GROVE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
R6
R6
R5
R5
NORTH
R7
MATCH LINE SEE SHEET R5 STA 14+50
MATCH LINE SEE SHEET R7 STA 24+00
LEFT FLOWLINE
FOX GROVE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
FOX GROVE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
PVI ELEV = 4920.75
75.0' VC
LOW PT ELEV = 4919.37
LOW PT STA = 7+79.10
PVI STA = 7+79.10
PVI ELEV = 4919.20
BVCS: 7+41.60
BVCE: 4919.54
EVCS: 8+16.60
EVCE: 4919.54
A.D. = 1.80
K = 41.67
PROPOSED
GRADE
12' CROSSPAN
1 3/4" DEEP
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
4+75 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50
-0.55%
-0.90%
0.90%
0.55%
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
4+75 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50
-0.89%
0.89%
0.99%
0.61%
0.55%
-0.90%
PVI STA = 10+00.00
PVI ELEV = 4920.33
PVI STA = 13+21.61
PVI ELEV = 4919.65
PVI STA = 13+72.93
PVI ELEV = 4919.19
PVI STA = 14+23.84
PVI ELEV = 4919.65
PVI STA = 14+37.47
PVI ELEV = 4919.78
PVI STA = 14+44.84
PVI ELEV = 4919.83
80.0' VC
HP ELEV = 4921.03
HP STA = 11+43.19
PVI STA = 11+52.98
PVI ELEV = 4921.16
BVCS: 11+12.98
BVCE: 4920.95
EVCS: 11+92.98
EVCE: 4920.80
A.D. = 1.45
K = 55.32
0.55%
-0.90%
-0.50%
0.50%
PVI STA = 10+00.00
PVI ELEV = 4920.33
PVI STA = 13+21.61
PVI ELEV = 4919.65
PVI STA = 13+82.29
PVI ELEV = 4919.34
PVI STA = 14+43.39
PVI ELEV = 4919.65
80.0' VC
HP ELEV = 4921.03
HP STA = 11+43.19
PVI STA = 11+52.98
PVI ELEV = 4921.16
BVCS: 11+12.98
BVCE: 4920.95
EVCS: 11+92.98
EVCE: 4920.80
A.D. = 1.45
K = 55.32
-0.55%
-0.90% -0.90%
0.90% 0.90%
0.55%
PVI STA = 5+23.56
PVI ELEV = 4920.66
PVI STA = 7+06.76
PVI ELEV = 4919.64
PVI STA = 7+59.02
PVI ELEV = 4919.17
PVI STA = 7+90.88
PVI ELEV = 4918.88
PVI STA = 8+08.50
PVI ELEV = 4919.04
PVI STA = 8+73.16
PVI ELEV = 4919.62
PVI STA = 10+00.00
PVI ELEV = 4920.33
-0.55%
-0.90% -0.90%
0.90% 0.90%
0.55%
PVI STA = 5+23.56
PVI ELEV = 4920.66
PVI STA = 7+06.76
PVI ELEV = 4919.64
PVI STA = 7+59.02
PVI ELEV = 4919.17
PVI STA = 7+90.88
PVI ELEV = 4918.88
PVI STA = 8+08.50
PVI ELEV = 4919.04
PVI STA = 8+73.16
PVI ELEV = 4919.62
PVI STA = 10+00.00
PVI ELEV = 4920.33
0.78%
1.23%
0.55%
-0.55%
-0.73%
-1.14%
PVI STA = 4+75.00
PVI ELEV = 4920.59
PVI STA = 6+32.85
PVI ELEV = 4919.71
PVI STA = 6+81.70
PVI ELEV = 4919.15
PVI STA = 7+63.91
PVI ELEV = 4918.55
PVI STA = 8+24.82
PVI ELEV = 4919.03
PVI STA = 8+73.67
PVI ELEV = 4919.63
PVI STA = 10+00.00
PVI ELEV = 4920.33
0.78%
1.23%
0.55%
-0.55%
-0.73%
-1.14%
PVI STA = 4+75.00
PVI ELEV = 4920.59
PVI STA = 6+32.85
PVI ELEV = 4919.71
PVI STA = 6+81.70
PVI ELEV = 4919.15
PVI STA = 7+63.91
PVI ELEV = 4918.55
PVI STA = 8+24.82
PVI ELEV = 4919.03
PVI STA = 8+73.67
PVI ELEV = 4919.63
PVI STA = 10+00.00
PVI ELEV = 4920.33
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
STA:11+92.41
INV: 4915.55
STORM CROSSING
STA:11+89.76
INV: 4915.47
STORM CROSSING
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. 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 VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. 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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
NORTH
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
R
CENTERLINE
FOX GROVE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
R5
R6
R6
R5
R5 R7
NORTH
MATCH LINE SEE SHEET R6 STA 14+50
LEFT FLOWLINE
FOX GROVE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
FOX GROVE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
4930
18+00 19+00 20+00 21+00 22+00 23+00 24+00
-0.90%
-1.57%
-0.90% -0.90%
-0.74%
2.25%
0.90%
0.97%
PVI STA = 20+36.62
PVI ELEV = 4923.04
PVI STA = 20+68.08
PVI ELEV = 4922.55
PVI STA = 22+42.41
PVI ELEV = 4920.98
PVI STA = 22+87.30
PVI ELEV = 4920.57
PVI STA = 23+05.44
PVI ELEV = 4920.44
PVI STA = 23+22.24
PVI ELEV = 4920.84
PVI STA = 18+29.73
PVI ELEV = 4922.79
75.0' VC
HP ELEV = 4923.68
HP STA = 19+47.01
PVI STA = 19+47.01
PVI ELEV = 4923.85
BVCS: 19+09.51
BVCE: 4923.51
EVCS: 19+84.51
EVCE: 4923.51
A.D. = 1.80
K = 41.67
0.84%
-0.62%
-0.56%
-0.90%
-0.50%
-0.74%
2.24%
-0.30%
-1.17%
0.30%
0.90%
0.60%
PVI STA = 18+29.72
PVI ELEV = 4922.79
PVI STA = 21+44.16
PVI ELEV = 4922.25
PVI STA = 21+93.58
PVI ELEV = 4921.97
PVI STA = 23+03.50
PVI ELEV = 4920.98
PVI STA = 23+48.34
PVI ELEV = 4920.76
PVI STA = 23+66.47
PVI ELEV = 4920.62
PVI STA = 23+83.33
PVI ELEV = 4921.02
PVI STA = 19+72.19
PVI ELEV = 4923.59
PVI STA = 20+22.88
PVI ELEV = 4922.99
PVI STA = 19+46.99
PVI ELEV = 4923.66
PVI STA = 19+09.49
PVI ELEV = 4923.51
PVI STA = 19+21.99
PVI ELEV = 4923.59
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
HUNTSMAN DRIVE
LOT
48 LOT
49 LOT
50 LOT
51
LOT
52
LOT
26
LOT
25
LOT
24
LOT
23
LOT
22
OUTLOT C
LOT
16
LOT
17
LOT
18
LOT
19
LOT
55
LOT
22
LOT
58
LOT
56 LOT
57
FOX GROVE DR.
(SEE SHEET R6)
FOX GROVE DR.
LOT (SEE SHEET R6)
54
LOT
15
TOD DRIVE
OUTLOT C
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. 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 VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. 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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
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
R
R4
CENTERLINE
HUNTSMAN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
R3 R4
R3
NORTH
NORTH
CENTERLINE
TOD DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R3 STA 18+00
R4
CENTERLINE
HUNTSMAN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
CENTERLINE
TOD DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
CENTERLINE
HUNTSMAN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
CENTERLINE
TOD DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
4910
4915
4920
4925
4930
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
STA: 15+62.71
INV: 4914.47
STORM CROSSING
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
-2.25%
0.77%
0.50%
0.90%
-0.90%
-0.84%
-0.90%
-0.50%
-0.78%
-2.25%
0.78%
0.50%
0.90%
0.97%
2.25%
PVI STA = 10+00.00
PVI ELEV = 4922.69
PVI STA = 10+16.84
PVI ELEV = 4922.29
PVI STA = 10+35.00
PVI ELEV = 4922.43
PVI STA = 10+79.83
PVI ELEV = 4922.65
PVI STA = 12+71.13
PVI ELEV = 4922.84
PVI STA = 14+38.78
PVI ELEV = 4921.43
PVI STA = 14+84.58
PVI ELEV = 4921.02
PVI STA = 15+29.41
PVI ELEV = 4920.80
PVI STA = 15+47.57
PVI ELEV = 4920.65
PVI STA = 15+81.24
PVI ELEV = 4920.65
PVI STA = 15+99.41
PVI ELEV = 4920.80
PVI STA = 16+44.24
PVI ELEV = 4921.02
PVI STA = 16+85.57
PVI ELEV = 4921.39
PVI STA = 15+64.41
PVI ELEV = 4921.06
75.0' VC
HP ELEV = 4923.44
HP STA = 11+85.59
PVI STA = 11+85.59
PVI ELEV = 4923.60
BVCS: 11+48.09
BVCE: 4923.27
EVCS: 12+23.09
EVCE: 4923.27
A.D. = 1.80
K = 41.67
-2.25%
0.70%
0.90% 0.90%
-0.90%
-0.97%
-0.90% -0.90%
-0.70%
2.25%
-2.25%
0.70%
0.90% 0.90%
0.84%
PVI STA = 10+00.00
PVI ELEV = 4922.53
PVI STA = 10+16.82
PVI ELEV = 4922.12
PVI STA = 10+34.98
PVI ELEV = 4922.25
PVI STA = 10+79.83
PVI ELEV = 4922.65
PVI STA = 12+71.13
PVI ELEV = 4922.84
PVI STA = 14+15.39
PVI ELEV = 4921.43
PVI STA = 14+61.18
PVI ELEV = 4921.02
PVI STA = 15+06.01
PVI ELEV = 4920.62
PVI STA = 15+24.18
PVI ELEV = 4920.49
PVI STA = 15+41.01
PVI ELEV = 4920.89
PVI STA = 15+57.84
PVI ELEV = 4920.49
PVI STA = 15+76.01
PVI ELEV = 4920.62
PVI STA = 16+20.84
PVI ELEV = 4921.02
PVI STA = 16+62.18
PVI ELEV = 4921.39
75.0' VC
HP ELEV = 4923.44
HP STA = 11+85.59
PVI STA = 11+85.59
PVI ELEV = 4923.60
BVCS: 11+48.09
BVCE: 4923.27
EVCS: 12+23.09
EVCE: 4923.27
A.D. = 1.80
K = 41.67
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
STA: 15+74.41
INV: 4914.52
STORM CROSSING
STA: 15+51.01
INV: 4914.42
STORM CROSSING
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. 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 VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. 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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
NORTH
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
R
R3
NORTH
R4
R3
CENTERLINE
HUNTSMAN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
R3
MATCH LINE SEE SHEET R4 STA 18+00
LEFT FLOWLINE
HUNTSMAN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
HUNTSMAN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
EVCS: 18+99.83
EVCE: 4919.05
A.D. = 1.50
K = 80.00
PVI STA = 22+87.42
PVI ELEV = 4917.38
120.0' VC
PVI STA = 18+94.61
PVI ELEV = 4919.35
BVCS: 18+34.61
BVCE: 4920.55
EVCS: 19+54.61
EVCE: 4919.05
A.D. = 1.50
K = 80.02
-0.50%
-2.00%
PVI STA = 22+87.42
PVI ELEV = 4917.38
120.0' VC
PVI STA = 18+94.61
PVI ELEV = 4919.35
BVCS: 18+34.61
BVCE: 4920.55
EVCS: 19+54.61
EVCE: 4919.05
A.D. = 1.50
K = 80.02
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. 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 VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. 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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
NORTH
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
R
CENTERLINE
CARRIAGE PARKWAY
SCALE : 1" = 40' (H) 1" = 5' (V)
R2
R2
R1
MATCH LINE SEE SHEET R1 STA 18+00
LEFT FLOWLINE
CARRIAGE PARKWAY
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
CARRIAGE PARKWAY
SCALE : 1" = 40' (H) 1" = 5' (V)
4920
4925
4930
18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
INTERIM TIE-IN
-0.84%
-0.58%
0.57%
-1.60%
PVI STA = 10+00.00
PVI ELEV = 4925.12
PVI STA = 11+54.67
PVI ELEV = 4923.82
PVI STA = 17+25.89
PVI ELEV = 4921.61
117.8' VC
HP ELEV = 4922.80
HP STA = 16+08.11
PVI STA = 16+35.93
PVI ELEV = 4923.04
BVCS: 15+77.06
BVCE: 4922.71
EVCS: 16+94.81
EVCE: 4922.10
A.D. = 2.17
K = 54.19
115.0' VC
LP ELEV = 4922.21
LP STA = 14+61.84
PVI STA = 14+61.66
PVI ELEV = 4922.05
BCVS: 14+04.16
BVCE: 4922.38
ECVS: 15+19.16
EVCE: 4922.38
A.D. = 1.15
K = 100.04
-0.77%
-0.53%
0.53%
-1.60%
PVI STA = 10+00.01
PVI ELEV = 4925.12
PVI STA = 11+68.13
PVI ELEV = 4923.82
PVI STA = 17+80.56
PVI ELEV = 4921.61
122.2' VC
HP ELEV = 4922.80
HP STA = 16+59.94
PVI STA = 16+90.71
PVI ELEV = 4923.04
BVCS: 16+29.58
BVCE: 4922.72
EVCS: 17+51.83
EVCE: 4922.07
A.D. = 2.13
K = 57.43
125.0' VC
LP ELEV = 4922.21
LP STA = 15+01.92
PVI STA = 15+01.82
PVI ELEV = 4922.05
BCVS: 14+39.32
BVCE: 4922.38
ECVS: 15+64.32
EVCE: 4922.38
A.D. = 1.06
K = 118.03
STA.=14+83.52
INV.= 4917.67
STORM CROSSING
STA.=17+35.97
INV.= 4916.10
STORM CROSSING
STA.=17+40.47
INV.= 4916.10
STORM CROSSING
STA.=15+44.43
INV.= 4916.65
STORM CROSSING
STA.=17+08.90
INV.= 4916.21
STORM CROSSING
STA.=17+13.40
INV.= 4916.21
STORM CROSSING
STA.=17+67.54
INV.= 4915.99
STORM CROSSING
STA.=17+63.04
INV.= 4915.99
STORM CROSSING
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
INTERIM TIE-IN
INTERIM TIE-IN
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. 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 VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. 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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
NORTH
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
R
CENTERLINE
CARRIAGE PARKWAY
SCALE : 1" = 40' (H) 1" = 5' (V)
R1
R2
R1
MATCH LINE SEE SHEET R2 STA 18+00
LEFT FLOWLINE
CARRIAGE PARKWAY
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
CARRIAGE PARKWAY
SCALE : 1" = 40' (H) 1" = 5' (V)
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. FLOOD ZONE DESIGNATION: ACCORDING TO FEMA MAP NUMBER 08069C1003G,
DATED MAY 2, 2012, A PORTION OF THIS TRACT OF LAND IS WITHIN A FEMA
DESIGNATED SPECIAL FLOOD HAZARD AREA (SFHA), AND IS SUBJECT TO
INUNDATION BY THE 1% ANNUAL CHANCE (100-YEAR) FLOOD.
5. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA-REGULATORY 100-YR
BOXELDER CREEK FLOODWAY AND HIGH-RISK FLOOD FRINGE, AND MUST COMPLY
WITH THE FLOODPLAIN REQUIREMENTS OF CHAPTER 10 OF THE CITY OF FORT
COLLINS MUNICIPAL CODE.
6. CONSTRUCTION OF NEW RESIDENTIAL STRUCTURES IS NOT ALLOWED IN THE
FLOODWAY. RESIDENTIAL STRUCTURES ARE ALLOWED IN THE FLOOD FRINGE,
PROVIDED THAT ALL DUCT WORK, HEATING, VENTILATION AND AIR CONDITIONING
SYSTEMS, HOT WATER HEATER, ELECTRICAL AND THE LOWEST FLOOR OF THE
BUILDING ARE A MINIMUM OF 18-INCHES ABOVE THE BASE FLOOD ELEVATION (BFE).
THAT MINIMUM ELEVATION IS KNOWN AS THE REGULATORY FLOOD PROTECTION
ELEVATION (RFPE). RFPE=BFE+18".
7. THE FLOOD FRINGE IS AN AO ZONE, MEANING THAT THE BFE'S HAVE NOT BEEN
DETERMINED, SO THE BFE FOR EACH STRUCTURE WILL BE 2.0 FEET ABOVE THE
HIGHEST ADJACENT GRADE (HAG), AND THE RFPE WILL BE HAG + 3.5 FEET; OR THIS
AREA WILL HAVE TO BE MODELED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO TO ESTABLISH BFE'S.
8. BASEMENTS MAY NOT BE CONSTRUCTED BELOW THE RFPE IN THE FLOOD FRINGE.
CRAWL SPACES (IF USED RATHER THAN SLAB_ON_GRADE) MUST BE BUILT IN
CONFORMANCE WITH SECTION 10_40 OF CITY OF FORT COLLINS MUNICIPAL CODE
(THIS WILL INCLUDE VENTING, SUMP PUMPS, ETC.).
9. NONSTRUCTURAL DEVELOPMENT (FENCES, DETENTION PONDS, HARD SURFACE
PATHS, FILL, DRIVEWAYS, PARKING AREAS, VEGETATION, ETC.) IS ALLOWED WITHIN
THE 100_YEAR FLOODWAY AS LONG AS IT CAN BE PROVEN THAT THE
DEVELOPMENT WILL NOT CAUSE A RISE IN THE BASE FLOOD ELEVATION (BFE) OR A
CHANGE TO THE FLOODWAY OR FLOOD FRINGE BOUNDARIES. NONSTRUCTURAL
DEVELOPMENT IS NOT RESTRICTED WITHIN THE FLOOD FRINGE.
10. ANY AND ALL CONSTRUCTION ACTIVITIES IN THE FLOODWAY OR FLOOD FRINGE
MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT. IF THE
CONSTRUCTION IS IN THE FLOODWAY A NO-RISE CERTIFICATION MUST BE
APPROVED PRIOR TO CONSTRUCTION.
11. LOT 3, SHALL REMAIN UNBUILDABLE UNTIL A SECOND ACCESS TO FOX GROVE IS
AVAILABLE. DURING THE INTERIM, LOT 3 SHALL BE OVERLOT GRADED AS A TYPE-B
LOT. THE EMERGENCY ACCESS EASEMENT SHALL CONSTRUCTED WITH
COMPACTED ROADBASE.
NOTES:
PROPOSED STORM INLET
EXISTING SPOT ELEVATION
PROPOSED FIRE HYDRANT
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
FLOODPLAIN AND FLOODWAY
POROUS LANDSCAPE DETENTION
All elevations contained in these plans refer to the NGVD 1929 Unadjusted Datum
To convert from NGVD 1929 to NAVD99 use the following equation:
NGVD29 + 3.19' = NAVD88
POND 2
POND 3
POND 4
POND 3 POND 4
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
R
MATCHLINE-SEE SHEET G1
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. FLOOD ZONE DESIGNATION: ACCORDING TO FEMA MAP NUMBER 08069C1003G,
DATED MAY 2, 2012, A PORTION OF THIS TRACT OF LAND IS WITHIN A FEMA
DESIGNATED SPECIAL FLOOD HAZARD AREA (SFHA), AND IS SUBJECT TO
INUNDATION BY THE 1% ANNUAL CHANCE (100-YEAR) FLOOD.
5. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA-REGULATORY 100-YR
BOXELDER CREEK FLOODWAY AND HIGH-RISK FLOOD FRINGE, AND MUST COMPLY
WITH THE FLOODPLAIN REQUIREMENTS OF CHAPTER 10 OF THE CITY OF FORT
COLLINS MUNICIPAL CODE.
6. CONSTRUCTION OF NEW RESIDENTIAL STRUCTURES IS NOT ALLOWED IN THE
FLOODWAY. RESIDENTIAL STRUCTURES ARE ALLOWED IN THE FLOOD FRINGE,
PROVIDED THAT ALL DUCT WORK, HEATING, VENTILATION AND AIR CONDITIONING
SYSTEMS, HOT WATER HEATER, ELECTRICAL AND THE LOWEST FLOOR OF THE
BUILDING ARE A MINIMUM OF 18-INCHES ABOVE THE BASE FLOOD ELEVATION (BFE).
THAT MINIMUM ELEVATION IS KNOWN AS THE REGULATORY FLOOD PROTECTION
ELEVATION (RFPE). RFPE=BFE+18".
7. THE FLOOD FRINGE IS AN AO ZONE, MEANING THAT THE BFE'S HAVE NOT BEEN
DETERMINED, SO THE BFE FOR EACH STRUCTURE WILL BE 2.0 FEET ABOVE THE
HIGHEST ADJACENT GRADE (HAG), AND THE RFPE WILL BE HAG + 3.5 FEET; OR THIS
AREA WILL HAVE TO BE MODELED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO TO ESTABLISH BFE'S.
8. BASEMENTS MAY NOT BE CONSTRUCTED BELOW THE RFPE IN THE FLOOD FRINGE.
CRAWL SPACES (IF USED RATHER THAN SLAB_ON_GRADE) MUST BE BUILT IN
CONFORMANCE WITH SECTION 10_40 OF CITY OF FORT COLLINS MUNICIPAL CODE
(THIS WILL INCLUDE VENTING, SUMP PUMPS, ETC.).
9. NONSTRUCTURAL DEVELOPMENT (FENCES, DETENTION PONDS, HARD SURFACE
PATHS, FILL, DRIVEWAYS, PARKING AREAS, VEGETATION, ETC.) IS ALLOWED WITHIN
THE 100_YEAR FLOODWAY AS LONG AS IT CAN BE PROVEN THAT THE
DEVELOPMENT WILL NOT CAUSE A RISE IN THE BASE FLOOD ELEVATION (BFE) OR A
CHANGE TO THE FLOODWAY OR FLOOD FRINGE BOUNDARIES. NONSTRUCTURAL
DEVELOPMENT IS NOT RESTRICTED WITHIN THE FLOOD FRINGE.
10. ANY AND ALL CONSTRUCTION ACTIVITIES IN THE FLOODWAY OR FLOOD FRINGE
MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT. IF THE
CONSTRUCTION IS IN THE FLOODWAY A NO-RISE CERTIFICATION MUST BE
APPROVED PRIOR TO CONSTRUCTION.
11. LOT 3, SHALL REMAIN UNBUILDABLE UNTIL A SECOND ACCESS TO FOX GROVE IS
AVAILABLE. DURING THE INTERIM, LOT 3 SHALL BE OVERLOT GRADED AS A TYPE-B
LOT. THE EMERGENCY ACCESS EASEMENT SHALL CONSTRUCTED WITH
COMPACTED ROADBASE.
NOTES:
PROPOSED STORM INLET
EXISTING SPOT ELEVATION
PROPOSED FIRE HYDRANT
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
FLOODPLAIN AND FLOODWAY
POROUS LANDSCAPE DETENTION
WINGWALL DETAIL
G1 G2
SEE WINGWALL DETAIL THIS SHEET
All elevations contained in these plans refer to the NGVD 1929 Unadjusted Datum
To convert from NGVD 1929 to NAVD99 use the following equation:
NGVD29 + 3.19' = NAVD88
NORTH
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
R
G1 G2
MATCHLINE-SEE SHEET G2
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. FLOOD ZONE DESIGNATION: ACCORDING TO FEMA MAP NUMBER 08069C1003G,
DATED MAY 2, 2012, A PORTION OF THIS TRACT OF LAND IS WITHIN A FEMA
DESIGNATED SPECIAL FLOOD HAZARD AREA (SFHA), AND IS SUBJECT TO
INUNDATION BY THE 1% ANNUAL CHANCE (100-YEAR) FLOOD.
5. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA-REGULATORY 100-YR
BOXELDER CREEK FLOODWAY AND HIGH-RISK FLOOD FRINGE, AND MUST COMPLY
WITH THE FLOODPLAIN REQUIREMENTS OF CHAPTER 10 OF THE CITY OF FORT
COLLINS MUNICIPAL CODE.
6. CONSTRUCTION OF NEW RESIDENTIAL STRUCTURES IS NOT ALLOWED IN THE
FLOODWAY. RESIDENTIAL STRUCTURES ARE ALLOWED IN THE FLOOD FRINGE,
PROVIDED THAT ALL DUCT WORK, HEATING, VENTILATION AND AIR CONDITIONING
SYSTEMS, HOT WATER HEATER, ELECTRICAL AND THE LOWEST FLOOR OF THE
BUILDING ARE A MINIMUM OF 18-INCHES ABOVE THE BASE FLOOD ELEVATION (BFE).
THAT MINIMUM ELEVATION IS KNOWN AS THE REGULATORY FLOOD PROTECTION
ELEVATION (RFPE). RFPE=BFE+18".
7. THE FLOOD FRINGE IS AN AO ZONE, MEANING THAT THE BFE'S HAVE NOT BEEN
DETERMINED, SO THE BFE FOR EACH STRUCTURE WILL BE 2.0 FEET ABOVE THE
HIGHEST ADJACENT GRADE (HAG), AND THE RFPE WILL BE HAG + 3.5 FEET; OR THIS
AREA WILL HAVE TO BE MODELED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO TO ESTABLISH BFE'S.
8. BASEMENTS MAY NOT BE CONSTRUCTED BELOW THE RFPE IN THE FLOOD FRINGE.
CRAWL SPACES (IF USED RATHER THAN SLAB_ON_GRADE) MUST BE BUILT IN
CONFORMANCE WITH SECTION 10_40 OF CITY OF FORT COLLINS MUNICIPAL CODE
(THIS WILL INCLUDE VENTING, SUMP PUMPS, ETC.).
9. NONSTRUCTURAL DEVELOPMENT (FENCES, DETENTION PONDS, HARD SURFACE
PATHS, FILL, DRIVEWAYS, PARKING AREAS, VEGETATION, ETC.) IS ALLOWED WITHIN
THE 100_YEAR FLOODWAY AS LONG AS IT CAN BE PROVEN THAT THE
DEVELOPMENT WILL NOT CAUSE A RISE IN THE BASE FLOOD ELEVATION (BFE) OR A
CHANGE TO THE FLOODWAY OR FLOOD FRINGE BOUNDARIES. NONSTRUCTURAL
DEVELOPMENT IS NOT RESTRICTED WITHIN THE FLOOD FRINGE.
10. ANY AND ALL CONSTRUCTION ACTIVITIES IN THE FLOODWAY OR FLOOD FRINGE
MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT. IF THE
CONSTRUCTION IS IN THE FLOODWAY A NO-RISE CERTIFICATION MUST BE
APPROVED PRIOR TO CONSTRUCTION.
11. LOT 3, SHALL REMAIN UNBUILDABLE UNTIL A SECOND ACCESS TO FOX GROVE IS
AVAILABLE. DURING THE INTERIM, LOT 3 SHALL BE OVERLOT GRADED AS A TYPE-B
LOT. THE EMERGENCY ACCESS EASEMENT SHALL CONSTRUCTED WITH
COMPACTED ROADBASE.
NOTES:
PROPOSED STORM INLET
EXISTING SPOT ELEVATION
PROPOSED FIRE HYDRANT
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
FLOODPLAIN AND FLOODWAY
POROUS LANDSCAPE DETENTION
All elevations contained in these plans refer to the NGVD 1929 Unadjusted Datum
To convert from NGVD 1929 to NAVD99 use the following equation:
NGVD29 + 3.19' = NAVD88
WINGWALL DETAIL
SEE WINGWALL DETAIL THIS SHEET
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
OG1
KEYMAP
NORTH
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
R
FOR REFERENCE ONLY.
SEE 50 SCALE DRAWINGS FOR
DETAILED INFORMATION.
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. FLOOD ZONE DESIGNATION: ACCORDING TO FEMA MAP NUMBER 08069C1003G,
DATED MAY 2, 2012, A PORTION OF THIS TRACT OF LAND IS WITHIN A FEMA
DESIGNATED SPECIAL FLOOD HAZARD AREA (SFHA), AND IS SUBJECT TO
INUNDATION BY THE 1% ANNUAL CHANCE (100-YEAR) FLOOD.
5. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA-REGULATORY 100-YR
BOXELDER CREEK FLOODWAY AND HIGH-RISK FLOOD FRINGE, AND MUST COMPLY
WITH THE FLOODPLAIN REQUIREMENTS OF CHAPTER 10 OF THE CITY OF FORT
COLLINS MUNICIPAL CODE.
6. CONSTRUCTION OF NEW RESIDENTIAL STRUCTURES IS NOT ALLOWED IN THE
FLOODWAY. RESIDENTIAL STRUCTURES ARE ALLOWED IN THE FLOOD FRINGE,
PROVIDED THAT ALL DUCT WORK, HEATING, VENTILATION AND AIR CONDITIONING
SYSTEMS, HOT WATER HEATER, ELECTRICAL AND THE LOWEST FLOOR OF THE
BUILDING ARE A MINIMUM OF 18-INCHES ABOVE THE BASE FLOOD ELEVATION (BFE).
THAT MINIMUM ELEVATION IS KNOWN AS THE REGULATORY FLOOD PROTECTION
ELEVATION (RFPE). RFPE=BFE+18".
7. THE FLOOD FRINGE IS AN AO ZONE, MEANING THAT THE BFE'S HAVE NOT BEEN
DETERMINED, SO THE BFE FOR EACH STRUCTURE WILL BE 2.0 FEET ABOVE THE
HIGHEST ADJACENT GRADE (HAG), AND THE RFPE WILL BE HAG + 3.5 FEET; OR THIS
AREA WILL HAVE TO BE MODELED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO TO ESTABLISH BFE'S.
8. BASEMENTS MAY NOT BE CONSTRUCTED BELOW THE RFPE IN THE FLOOD FRINGE.
CRAWL SPACES (IF USED RATHER THAN SLAB_ON_GRADE) MUST BE BUILT IN
CONFORMANCE WITH SECTION 10_40 OF CITY OF FORT COLLINS MUNICIPAL CODE
(THIS WILL INCLUDE VENTING, SUMP PUMPS, ETC.).
9. NONSTRUCTURAL DEVELOPMENT (FENCES, DETENTION PONDS, HARD SURFACE
PATHS, FILL, DRIVEWAYS, PARKING AREAS, VEGETATION, ETC.) IS ALLOWED WITHIN
THE 100_YEAR FLOODWAY AS LONG AS IT CAN BE PROVEN THAT THE
DEVELOPMENT WILL NOT CAUSE A RISE IN THE BASE FLOOD ELEVATION (BFE) OR A
CHANGE TO THE FLOODWAY OR FLOOD FRINGE BOUNDARIES. NONSTRUCTURAL
DEVELOPMENT IS NOT RESTRICTED WITHIN THE FLOOD FRINGE.
10. ANY AND ALL CONSTRUCTION ACTIVITIES IN THE FLOODWAY OR FLOOD FRINGE
MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT. IF THE
CONSTRUCTION IS IN THE FLOODWAY A NO-RISE CERTIFICATION MUST BE
APPROVED PRIOR TO CONSTRUCTION.
11. LOT 3, SHALL REMAIN UNBUILDABLE UNTIL A SECOND ACCESS TO FOX GROVE IS
AVAILABLE. DURING THE INTERIM, LOT 3 SHALL BE OVERLOT GRADED AS A TYPE-B
LOT. THE EMERGENCY ACCESS EASEMENT SHALL CONSTRUCTED WITH
COMPACTED ROADBASE.
NOTES:
PROPOSED STORM INLET
EXISTING SPOT ELEVATION
PROPOSED FIRE HYDRANT
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
FLOODPLAIN AND FLOODWAY
POROUS LANDSCAPE DETENTION
All elevations contained in these plans refer to the NGVD 1929 Unadjusted Datum
To convert from NGVD 1929 to NAVD99 use the following equation: NGVD29+3.19=NAVD88
G1 G2
4930
4935
4905
4910
4915
4920
4925
4930
4935
9+50 10+00 11+00
PROPOSED
GRADE
EXISTING
GROUND
STRM HEADWALL 7
STA 10+00.00
INV. IN 4915.70 (E)
72.00 LF 2x30" RCP @ 0.50%
STRM HEADWALL 7-1
STA 10+72.00
INV. OUT 4916.06 (W)
8" WATER
w/20" STEEL CASING
STA.=10+46.01
TOP=4914.74
FOX GROVE DRIVE
SANITARY SEWER A
SEE SHEET SS1
VIXEN DRIVE
LOT 36
LOT 37
LOT
38
LOT
41
LOT
LOT 40
39
OUTLOT D
TRACT A
LOT
38
LOT
39
3.5' ȭ-ȭ
FOX GROVE DRIVE
VIXEN DRIVE
4900
4905
4910
4915
4920
4925
4930
4900
4905
4910
4915
4920
4925
4930
9+50 10+00 11+00 12+00
PROPOSED
GRADE
EXISTING
GROUND
FES 8
STA 10+10.00
INV. IN 4911.28 (E)
104.21 LF 18" RCP @ 0.50%
OUTLET 8-1
STA 11+15.99
RIM 4914.0±
TRACT A
KEYMAP
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. 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.
4. 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 FOR
RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE
PEDESTRIAN RATED LIDS.
6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL
D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE
SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN
PRE-CASTER'S TOLERANCES, ETC.).
7. SLOTTED MANHOLE COVERS SHALL BE NEENAH R-2559, TYPE G, OR APPROVED
EQUAL.
W
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING ELECTRIC E
PROPOSED STORM INLET
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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
R
STORM DRAIN LINE 6
NORTH
ST4
STORM
DRAIN 6
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM DRAIN LINE 7
NORTH
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM DRAIN LINE 8
NORTH
STORM
DRAIN 7
STORM
DRAIN 8
@ 0.30%
22.5DEG BEND 4-2
STA 10+60.36
INV. IN 4917.21 (S)
INV. OUT 4917.21 (NW)
44.07 LF
12" PVC
@ 0.30%
78.75DEG BEND 4-1
STA 10+16.29
INV. IN 4917.08 (SE)
INV. OUT 4917.08 (W)
26.29 LF
12" PVC
@ 0.30%
FES 4
STA 9+90.00
INV. IN 4917.00 (E)
STA.=12+74.74
INV.= 4909.78
8" SANITARY
8" WATER
STA.=12+46.74
TOP=4914.99
18" MIN.
PROPOSED
GRADE
EXISTING
GROUND
4905
4910
4915
4920
4925
4930
4935
4905
4910
4915
4920
4925
4930
4935
9+50 10+00 11+00 12+00 12+50
INLET 5-4
STA 11+94.78
FL. EL 4922.2±
INV. OUT 4917.75 (E)
50.00 LF
15" RCP
@ 0.30%
INLET 5-3
STA 11+44.78
FL. EL 4922.2±
INV. IN 4917.60 (W)
INV. OUT 4917.60 (E)
18.00 LF
15" RCP
@ 0.30%
STMH 5-2
STA 11+26.78
RIM 4921.8±
INV. IN 4917.55 (W)
INV. OUT 4917.38 (N)
105.19 LF
12" PVC
@ 0.30%
90DEG BEND 5-1
STA 10+21.60
INV. IN 4917.06 (S)
INV. OUT 4917.06 (SE)
21.60 LF
12" PVC
@ 0.30%
FES 5
STA 10+00.00
INV. IN 4917.00 (NW)
8" WATER
STA.=11+78.69
TOP=4916.01
18" MIN.
100-YR HGL
KIT DEN DRIVE
CARRIAGE PARKWAY
SANITARY SEWER B
SEE SHEET SS4
FOX GROVE DRIVE
LOT 59
LOT 60
LOT 62
LOT 63
LOT 64
LOT
65
LOT
66
LOT
67
OUTLOT G
LOT 61
OUTLOT H
STORM DRAIN LINE 3
SEE SHEET ST2
OUTLOT E
LOT
66
LOT
67
LOT
55
OUTLOT H
FOX GROVE DRIVE
CARRIAGE PARKWAY
KIT DEN DRIVE
STORM DRAIN LINE 3
SEE SHEET ST2
KEYMAP
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. 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.
4. 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 FOR
RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE
PEDESTRIAN RATED LIDS.
6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL
D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE
SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN
PRE-CASTER'S TOLERANCES, ETC.).
7. SLOTTED MANHOLE COVERS SHALL BE NEENAH R-2559, TYPE G, OR APPROVED
EQUAL.
W
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING ELECTRIC E
PROPOSED STORM INLET
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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
R
STORM DRAIN LINE 4
NORTH
ST3
STORM
DRAIN 5
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM DRAIN LINE 5
NORTH
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM
DRAIN 4
LOT
67
OUTLOT G
OUTLOT E
LOT
54
LOT
55
LOT
56
OUTLOT H
LOT
53
KIT DEN DRIVE
CARRIAGE PARKWAY
SANITARY LINE B
SEE SHEET SS4
STORM DRAIN LINE 4
SEE SHEET ST
4.5' ȭ-ȭ
4905
4910
4915
4920
4925
4930
4935
4905
4910
4915
4920
4925
4930
4935
9+50 10+00 11+00
32.60 LF
24" RCP
@ 0.43%
STRM HEADWALL 3-1.1
STA 10+32.60
INV. OUT 4916.30 (W)
STMH 3-1
STA 10+61.40
RIM 4922.2±
INV. IN 4916.16 (E)
INV. IN 4916.14 (N)
INV. OUT 4916.16 (W)
PROPOSED
GRADE
EXISTING
GROUND
CARRIAGE PARKWAY
LOT
67
OUTLOT G
4.5' ȭ-ȭ
4905
4910
4915
4920
4925
4930
4935
4905
4910
4915
4920
4925
4930
4935
9+50 10+00 11+00
4905
4910
4915
4920
4925
4930
4935
4905
4910
4915
4920
4925
4930
4935
11+50 11+00 10+00 9+50
49.68 LF
8" PVC
@ 0.30%
90DEG BEND 2-1w.1
STA 10+49.68
INV. IN 4916.06 (E)
INV. OUT 4916.07 (S)
21.78 LF
8" PVC
@ 0.30%
FES 2-1w.2
STA 10+71.46
INV. IN 4916.00 (N)
DRYWELL 2-1
STA 10+21.00
RIM 4920.2±
INV. IN 4915.06 (N)
INV. OUT 4916.21 (SW)
INV. OUT 4916.21 (W)
INV. OUT 4916.21 (E)
32.62 LF
8" PVC
@ 0.45%
90 DEG BEND 2-1e.1
STA 10+32.62
INV. IN 4916.06 (W)
INV. OUT 4916.06 (S)
20.95 LF
8" PVC
@ 0.30%
FES 2-1e.2
STA 10+53.57
INV. IN 4916.00 (N)
DRYWELL 2-1
STA 10+21.00
RIM 4920.2±
INV. IN 4915.06 (N)
INV. OUT 4916.21 (SW)
INV. OUT 4916.21 (W)
INV. OUT 4916.21 (E)
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
STORM DRAIN LINE 4
SEE SHEET ST1
LOT
11
LOT
13
LOT
14
LOT
15
LOT
16
LOT
12
OUTLOT C
LOT
10
LOT
16
KEYMAP
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. 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.
4. 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 FOR
RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE
PEDESTRIAN RATED LIDS.
6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL
D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE
SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN
PRE-CASTER'S TOLERANCES, ETC.).
7. SLOTTED MANHOLE COVERS SHALL BE NEENAH R-2559, TYPE G, OR APPROVED
EQUAL.
W
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING ELECTRIC E
PROPOSED STORM INLET
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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
R
STORM DRAIN LINE 3
ST2
STORM
DRAIN 2-1w & 2-1e
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
NORTH NORTH
STORM DRAIN LINE 2-1w & 2-1e STORM DRAIN LINE 3.1
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM
DRAIN 3-1
STORM
DRAIN 3
NORTH
STMH 1
STA 10+00.00
RIM 4917.4±
INV. IN 4912.96 (N)
INV. IN 4912.82 (E)
INV. OUT 4912.82 (W)
38.43 LF
15" RCP
@ 1.00%
18" MIN.
100-YR HGL
SANITARY SEWER A4s
SEE SHEET SS3
SANITARY SEWER A4n
SEE SHEET SS3
SANITARY SEWER A
SEE SHEET SS1
LOT
8
LOT
9
LOT
LOT 45
44
LOT
43
LOT
42
LOT
28
LOT
27
LOT
26
LOT
25
OUTLOT D
OUTLOT C
LOT
46
LOT
47
OUTLOT E
FOX GROVE DRIVE
s
LOT
11
LOT
13
LOT
14
LOT
15
LOT
16
LOT 12
OUTLOT C
SANITARY SEWER A
SEE SHEET SS2
STORM DRAIN LINE 2-1
SEE SHEET ST2
STORM DRAIN LINE 2-1
SEE SHEET ST2
4900
4905
4910
4915
4920
4925
4930
4900
4905
4910
4915
4920
4925
4930
11+50 11+00 10+00 9+50
FES 2
STA 10+00.00
INV. IN 4916.00 (NE)
21.00 LF
8" PVC
@ 1.00%
DRYWELL 2-1
STA 10+21.00
RIM 4920.2±
INV. IN 4915.06 (N)
INV. OUT 4916.21 (SW)
INV. OUT 4916.21 (W)
INV. OUT 4916.21 (E)
13.97 LF
15" RCP
@ 0.30%
INLET 2-2
STA 10+34.98
FL. EL 4919.6±
INV. IN 4915.10 (N)
INV. OUT 4915.10 (S)
30.00 LF
15" RCP
@ 0.30%
INLET 2-3
STA 10+64.98
FL. EL 4919.6±
INV. OUT 4915.19 (S)
8" WATER
STA.=10+54.98
TOP=4913.47
STA.=10+44.98
INV.= 4910.72
8" SANITARY
PROPOSED
GRADE
EXISTING
GROUND
18" MIN.
KEYMAP
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. 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.
4. 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 FOR
RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE
PEDESTRIAN RATED LIDS.
6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL
D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE
SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN
PRE-CASTER'S TOLERANCES, ETC.).
7. SLOTTED MANHOLE COVERS SHALL BE NEENAH R-2559, TYPE G, OR APPROVED
EQUAL.
W
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING ELECTRIC E
PROPOSED STORM INLET
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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
R
STORM DRAIN LINE 1
NORTH
ST1
STORM
DRAIN 1
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
NORTH
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM
DRAIN 2
STORM DRAIN LINE 2
STA. 10+96.75
11.25° BEND w/ TB
N:126781.46
E:218304.52
STA. 14+96.07
22.50° BEND w/ TB
N:126448.39
E:218092.90
STA. 15+27.64
12"x8" TEE w/ TB
1 - 12" GV (N)
1 - 8" GV (E)
N:126416.81
E:218092.53
FH ASSEMBLY w/
12"x6" REDUCER
& 6" GV (N)
N:126220.45
E:218090.21
FH ASSEMBLY
N:126607.34
E:218136.07
CARRIAGE PARKWAY
6' UTILITY EASEMENT
CONNECT TO EXISTING
12" WATERLINE
CW SUBTRUST C/O AGUR FOUNDATION
INDUSTRIAL DISTRICT
(UNDEVELOPED)
LOT
21
LOT 59
LOT 60
LOT
67
LOT
53
LOT
54
LOT
55
LOT
56
57
OUTLOT B
LOT 61
OUTLOT H
OUTLOT F
FOX GROVE DRIVE
SANITARY LINE B
SEE SHEET SS4
STORM DRAIN LINE 5
SEE SHEET ST3
STORM DRAIN LINE 3
SEE SHEET ST2
LOT
66
END HORZ.
DEFLECTION
N:126558.50
E:218140.05
12"x6" SWIVEL TEE
w/ 6" GV (W)
N:126596.02
E:218157.65
12"x8" CROSS
2 - 12" GV (N,S)
1 - 8" GV (W)
N:126643.85
E:218184.95
BEGIN HORZ.
DEFLECTION
N:126780.92
E:218303.88
KIT DEN DRIVE
LOT 60
4900
4905
4910
4915
4920
4925
4930
4935
4940
4900
4905
4910
4915
4920
4925
4930
4935
4940
18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
8" PVC @ -0.67%
8" PVC @ 0.00%
8" PVC @ -0.40%
8" PVC @ -100.11%
8" PVC @ 100.11%
8" PVC @ 0.00%
8" PVC @ 100.11%
8" PVC @ 0.00%
8" PVC @ -0.19%
8" PVC @ -100.11%
STA. 10+00.0
CONNECT TO EX. 12" STUB
T.O.P.=4920.42
STA. 11+98.9
0.2° DEFLECTION
T.O.P.=4919.10
STA. 14+53.9
45.0° DEFLECTION
T.O.P.=4916.01
STA. 14+34.1
44.9° DEFLECTION
T.O.P.=4918.15
STA. 14+36.3
45.0° DEFLECTION
T.O.P.=4916.01
STA. 14+56.0
45.1° DEFLECTION
T.O.P.=4918.13
STA. 17+19.5
12"x8" REDUCER
w/ TEMP FH ASSEMBLY
T.O.P.=4917.65
STA. 17+18.7
45.0° DEFLECTION
T.O.P.=4917.65
STA. 17+15.4
45.0° DEFLECTION
T.O.P.=4914.33
STA. 16+89.0
45.0° DEFLECTION
T.O.P.=4917.70
STA. 16+92.4
45.0° DEFLECTION
T.O.P.=4914.33
STA.=16+78.52
INV.= 4908.17
EXISTING 8" SANITARY
18" MIN.
STA.=14+45.07
INV.= 4917.70
15" RCP
PROPOSED
GROUND
EXISTING
GROUND
18" MIN.
STA.=17+01.66
INV.= 4916.08
2x24" RCP
KEYMAP
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 THE EAST LARIMER COUNTY WATER
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 AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND TOWN SHALL BE NOTIFIED
OF ANY POTENTIAL CONFLICTS.
8. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
9. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 5.0' AND MAXIMUM COVER OF
5.5' FROM FINISHED GRADE TO TOP OF PIPE.
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
EXISTING STORM SEWER
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
LOT LINE
EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED RIGHT OF WAY
S
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
W1
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
R
NORTH
12" WATERLINE
PROFILE SCALE:
W1
LOT LINE
EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED STORM MANHOLE
PROPOSED STORM INLET
PROPOSED RIGHT OF WAY
S
NORTH
SAN B
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
LOT LINE
EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED STORM MANHOLE
PROPOSED STORM INLET
PROPOSED RIGHT OF WAY
S
NORTH
PROFILE SCALE:
SANITARY SEWER LINE A4s
NORTH
SAN A4n
SAN A4s
SAN A4s
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
LOT LINE
EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED STORM MANHOLE
PROPOSED STORM INLET
PROPOSED RIGHT OF WAY
S
NORTH
MATCH LINE SEE SHEET SS1 STA 20+00
PROFILE SCALE:
SANITARY SEWER LINE A1
NORTH
SS1 SS2
SS1
SAN
A1
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
LOT LINE
EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED STORM MANHOLE
PROPOSED STORM INLET
PROPOSED RIGHT OF WAY
S
NORTH
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
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 VEHICLE OR BICYCLE WHEEL PATHS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5. 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.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS.
7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
8. ALL SANITARY MANHOLES TO BE 4'Ø
9. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
W
EXISTING STORM SEWER
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
LOT LINE
EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED STORM MANHOLE
PROPOSED STORM INLET
PROPOSED RIGHT OF WAY
S
SS1 SS2
SS1
MATCH LINE SEE SHEET SS2 STA 20+00
D
City Engineer ate
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
CARRIAGE PARKWAY
CARRIAGE PARKWAY
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
CONNECT TO EXISTING
12" WATERLINE
EX. PRIVATE
IRRIGATION LATERAL
MATCH EXISTING
CURB, GUTTER,
SIDEWALK AND ASPHALT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
9' UTILITY EASEMENT
CONNECT TO EXISTING
SANITARY SEWER
WITH NEW MANHOLE
PROPOSED
POND
OUTLET
STRUCTURE
6' PAN
TEMPORARY TYPE III
BARRICADE
EXISTING 12' PVC WATERLINE
(ELCO WATER DISTRICT)
CW SUBTRUST C/O AGUR FOUNDATION
INDUSTRIAL DISTRICT
(UNDEVELOPED)
SUNFLOWER SUBDIVISION
(SINGLE FAMILY)
MATCH EXISTING
CURB, GUTTER,
SIDEWALK AND ASPHALT
AT CURB RETURN
LOT
9
LOT
10
LOT
11
LOT
13
LOT
14 LOT
15
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20
LOT
21
LOT 59
LOT 60
LOT 62
LOT 63
LOT 64
LOT
65
LOT
66
LOT
67
OUTLOT E OUTLOT G
LOT
48
LOT
49
LOT
50
LOT
51
LOT
52
LOT
53
LOT
54
LOT
27
LOT
26
LOT
25
LOT
24
LOT
23
LOT
22
LOT
55
LOT
58
LOT
56
LOT
57
OUTLOT B
LOT
12
OUTLOT C
LOT
46
LOT
47
LOT 61
OUTLOT H
OUTLOT F
SIGHT DISTANCE
EASEMENT
FOX GROVE DRIVE
PROPOSED
2' CONCRETE PAN
SIGHT DISTANCE
EASEMENT
PROPOSED
2' SIDEWALK
CHASE
141.62 LF 8" PVC
N45°00'00"E
93.53 LF 8" PVC
N67°30'00"E
125.03 LF 8" PVC
S89°40'45"E
147.34 LF 8" PVC
S89°40'45"E
125.53 LF 8" PVC
S89°40'45"E
93.22 LF 8" PVC
S78°25'45"E
71.11 LF 8" PVC
S56°40'45"E
38.52 LF 12" PVC
S61°49'21"W
58.22 LF 12" PVC
S38°19'21"W
0.84 LF 12" PVC
S49°36'44"W
119.78 LF 12" PVC
S23°10'40"W
31.58 LF 12" PVC
S00°40'40"W
191.85 LF 12" PVC
S00°41'05"W
220.69 LF 8" PVC
S89°38'50"E
26.35 LF 8" PVC
N45°13'47"E 17.98 LF 8" PVC
N00°06'24"E
47.18 LF 8" PVC
N00°06'24"E
41.78 LF 8" PVC
N22°23'36"W
47.81 LF 8" PVC
N33°38'36"W
123.89 LF 8" PVC
N57°40'45"W
FH ASSEMBLY
N:126717.63
E:217761.42
FH ASSEMBLY
N:126607.34
E:218136.07
FH ASSEMBLY
N:126452.02
E:218320.21
FH ASSEMBLY
N:126475.33
22.50° BEND w/ TB E:217897.81
N:126448.43
E:217569.23
45.00° BEND w/ TB
N:126418.17
E:217892.55
45.00° BEND w/ TB
N:126432.64
E:217907.16
8"x6" SWIVEL TEE
w/ 6" GV (E)
N:126475.12
E:217907.40
FH ASSEMBLY w/
12"x6" REDUCER
& 6" GV (N)
N:126220.45
E:218090.21
30'
ɕ-ɕ
53' ROW
30'
ɕ-ɕ
53' ROW
30'
ɕ-ɕ
30'
ɕ-ɕ
53' ROW
50'
ɕ-ɕ
76' ROW
20.00 SEWER EASEMENT
PER LEE MLD NO. 04-S2309
53' ROW
168.96 LF 8" PVC
S45°00'00"E
74.98 LF 8" PVC
S67°30'00"E
254.05 LF 8" PVC
S89°38'50"E
20.57 LF 8" PVC
N45°16'52"E
42.48 LF 8" PVC
N00°19'13"E
227.19 LF 8" PVC
N00°19'15"E
22.50° BEND w/ TB
N:126668.04
E:217549.90
22.50° BEND w/ TB
N:126703.83
E:217636.31
8"x6" SWIVEL TEE
w/ 6" GV (N)
N:126703.13
E:217761.34
8"x8" TEE w/ TB
2 - 8" GV (W,S)
N:126702.31
E:217908.67
11.25° BEND w/ TB
N:126701.61
E:218034.20
22.50° BEND w/ TB
N:126682.91
E:218125.53
22.50° BEND w/ TB
N:126419.73
E:217638.50
PROPOSED WATER
SERVICE (TYP.)
PROPOSED SANITARY
SERVICE (TYP.)
12"x8" TEE w/ TB
1 - 12" GV (N)
1 - 8" GV (E)
N:126416.81
E:218092.53
22.50° BEND w/ TB
N:126448.39
E:218092.90
11.25° BEND w/ TB
N:126781.46
E:218304.52
22.50° BEND w/ TB
N:126827.14
E:218340.62
45.00° BEND w/ TB
N:126415.46
E:218313.22
45.00° BEND w/ TB
N:126434.02
E:218331.93
8"x6" SWIVEL TEE
w/ 6" GV (W)
N:126452.00
E:218331.96
22.50° BEND w/ TB
N:126499.18
E:218332.05
11.25° BEND w/ TB
N:126537.81
E:218316.13
22.50° BEND w/ TB
N:126577.61
E:218289.65
5
5
.
0
9
L
F
1
2
"
P
V
C
R
=
6
0
5
.
0
0
'
41.45 LF 12" PVC
R=605.00'
BEGIN HORZ.
DEFLECTION
N:126558.50
E:218140.05
END HORZ.
DEFLECTION
N:126780.92
E:218303.88
1
8
2
.
1
7
L
F
1
2
"
P
V
C
R
=
6
0
5
.
0
0
'
SANITARY LINE A
SEE SHEET SS2
SANITARY LINE B
SEE SHEET SS4
SANITARY LINE A4s
SEE SHEET SS3
STORM DRAIN LINE 1
SEE SHEET ST1
STORM DRAIN LINE 2
SEE SHEET ST2
STORM DRAIN LINE 5
SEE SHEET ST3
STORM DRAIN LINE 3
SEE SHEET ST2
STORM DRAIN LINE 4
SEE SHEET ST3
POND 3
POND 4
PROPOSED
POND
OUTLET
STRUCTURE
12"x8" CROSS
w/ 2 - 12" GV (N,S)
1 - 8" GV (W)
N:126643.85
E:218184.95
12"x6" SWIVEL TEE
w/ 1 - 6" GV (W)
N:126596.02
E:218157.65
WATERLINE LOWERING
SEE SHEET W1
WATERLINE LOWERING
SEE SHEET W1
WATERLINE LOWERING
SEE DETAIL SHEET D2
WATERLINE LOWERING
SEE DETAIL SHEET D2
BEGIN WATERLINE
LOWERING
(SEE DETAIL SHEET D2)
N:126416.61
E:218125.07
END WATERLINE
LOWERING
N:126415.97
E:218230.01
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
U3
KEYMAP
NORTH
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
R
MATCHLINE-SEE SHEET U2
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
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 AND SEWER CONSTRUCTION SHALL BE PER THE ELCO WATER DISTRICT
AND BOXELDER SANITATION DISTRICTS 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 AND 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. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND
SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS
SPECIFICALLY APPROVED BY THE DISTRICT.
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED RESIDENTIAL WATER SERVICE
EXISTING GAS METER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
U3
U1
U2
9' UTILITY EASEMENT
6' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
PROPOSED TRAIL
TIE INTO EXISTING
24" ADS STORM DRAIN
WITH NEW MANHOLE
PROPOSED
POND
OUTLET
STRUCTURE
12' PAN
PROPOSED
2' CONCRETE PAN
6' PAN
TEMPORARY TYPE III
BARRICADE
TEMPORARY TYPE III
BARRICADE
PROPOSED
DRAINAGE EASEMENT
LOT
1
LOT
2
LOT
5
LOT
6
LOT
7
LOT
8
LOT
9
LOT
10
LOT
11
LOT 35
LOT 36
LOT 37
LOT
38
LOT
48
LOT
45
LOT
44
LOT
43
LOT
42
LOT
41
LOT
40
LOT
39
LOT
33
LOT
32
LOT
31 LOT
30
LOT
29
LOT
28
LOT
27
LOT
26
TRACT A
LOT
4
OUTLOT A
OUTLOT D
LOT
46
LOT
47
LOT
3
OUTLOT E
TEMPORARY TYPE III
BARRICADE
LOT 34
PROPOSED
2' CONCRETE PAN
PROPOSED
2' SIDEWALK
CHASE
196.50 LF 8" PVC
N00°20'59"E
288.70 LF 8" PVC
N00°21'13"E
269.22 LF 8" PVC
N00°21'13"E
(4' BELOW EXISTING)
230.02 LF 8" PVC
N89°49'10"W
(4' BELOW EXISTING)
187.34 LF 8" PVC
N89°49'10"W
28.75 LF 8" PVC
N45°46'29"W
49.18 LF 8" PVC
S89°38'50"E 36.50 LF 8" PVC
S89°38'50"E
260.57 LF 8" PVC
S89°38'50"E
90.07 LF 8" PVC
N67°40'35"E
157.82 LF 8" PVC
N45°00'00"E
141.62 LF 8" PVC
N45°00'00"E
93.53 LF 8" PVC
N67°30'00"E
45.00° BEND w/ TB
1 - 8" GV (N)
N:127043.33
E:216483.51
45.00° BEND w/ TB
N:127023.27
E:216504.11
8" GATE VALVE
N:127022.68
E:216691.45
45.00° BEND w/ TB
N:127021.96
E:216921.48
45.00° BEND w/ TB
N:126981.83
E:216961.23
8"x8" TEE w/ TB
2 - 8" GV (E,S)
N:126712.62
E:216959.57
FH ASSEMBLY w/
8"x6" REDUCER
& 6" GV (S)
N:126227.43
E:216956.59
FH ASSEMBLY w/
8"x6" REDUCER
& 6" GV (W)
N:126424.25
E:216904.08
FH ASSEMBLY
N:126433.39
E:216994.34
FH ASSEMBLY
N:126722.10
E:216996.14
FH ASSEMBLY
N:126600.38
E:217430.53
8"x6" SWIVEL TEE
w/ 6" GV (N)
N:126423.70
E:216994.29
22.50° BEND w/ TB
N:126663.44
E:217354.22
8"x6" SWIVEL TEE
w/ 6" GV (NE)
N:126593.71
E:217423.95
22.50° BEND w/ TB
N:126448.43
E:217569.23
30'
ɕ-ɕ
53' ROW
30'
ɕ-ɕ
53' ROW
53' ROW
30'
ɕ-ɕ
53' ROW
20' SEWER EASEMENT
PER LEE MLD NO. 04-S2309
20' DRAINAGE
EASEMENT
30' UTILITY EASEMENT
FUTURE 53'
ROW
FUTURE 53'
ROW
FUTURE 53'
ROW
PROPOSED 30'
ACCESS EASEMENT
PROPOSED 30'
ACCESS EASEMENT
(BY SEPARATE DOCUMENT)
PROPOSED
6' DRY UTILITY
EASEMENT
20' EXISTING EMERGENCY
ACCESS EASEMENT
(NO THRU TRAFFIC)
REC# 20110010372
30'
ɕ-ɕ
6' PAN
56.48 LF 8" PVC
N44°43'59"W
(4' BELOW EXISTING)
PROPOSED SANITARY
SERVICE (TYP.)
PROPOSED WATER
SERVICE (TYP.)
36.52 LF 8" PVC
S89°40'45"E
243.18 LF 8" PVC
S89°40'45"E
124.43 LF 8" PVC
S67°30'00"E
98.61 LF 8" PVC
S45°00'00"E
36.50 LF 8" PVC
S45°00'00"E
168.96 LF 8" PVC
S45°00'00"E
74.98 LF 8" PVC
S67°30'00"E
8"x8" CROSS
3 - 8" GV (N,W,E)
N:126423.92
E:216957.79
22.50° BEND w/ TB
N:126422.10
E:217254.85
22.50° BEND w/ TB
N:126456.31
E:217338.16
8"x8" CROSS
3 - 8" GV (SW,NW,NE)
N:126567.90
E:217449.76
22.50° BEND w/ TB
N:126668.04
E:217549.90
22.50° BEND w/ TB
N:126711.06
E:217239.26
SANITARY LINE A
SEE SHEET SS1
SANITARY LINE A4n
SEE SHEET SS3
SANITARY LINE A4s
SEE SHEET SS3
SANITARY LINE A1
SEE SHEET SS2
STORM DRAIN LINE 6
SEE SHEET ST4
STORM DRAIN LINE 7
SEE SHEET ST4
STORM DRAIN LINE 1
SEE SHEET ST1
STORM DRAIN LINE 8
SEE SHEET ST4
POND 1
POND 2
PROPOSED
OUTLET STRUCTURE
8"x6" SWIVEL TEE
w/ 6" GV (N)
N:126712.42
E:216996.09
REMOVE/REPLACE
24" ADS w/ 24" RCP
WITHIN ROW
WATERLINE LOWERING
SEE DETAIL SHEET D2
BEGIN WATERLINE
LOWERING
(SEE DETAIL SHEET D2)
N:126228.95
E:216956.59
END WATERLINE
LOWERING
N:126273.79
E:216956.87
WATERLINE LOWERING
SEE DETAIL SHEET D2
39.38 LF 20"
STEEL CASING
INSTALL 2" HDPE SLEEVE
EXTENDING FROM MAIN TO
1' BEFORE CURB STOP
INSTALL 2" HDPE SLEEVE
EXTENDING FROM MAIN TO
1' BEFORE CURB STOP
WATERLINE LOWERING
SEE DETAIL SHEET D2
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
U2
KEYMAP
NORTH
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
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 AND SEWER CONSTRUCTION SHALL BE PER THE ELCO WATER DISTRICT
AND BOXELDER SANITATION DISTRICTS 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 AND 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. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND
SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS
SPECIFICALLY APPROVED BY THE DISTRICT.
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED RESIDENTIAL WATER SERVICE
EXISTING GAS METER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
U3
U1
U2
MATCHLINE-SEE SHEET U3
MATCHLINE-SEE SHEET U1
N:127043.33
E:216483.51
45.00° BEND w/ TB
N:127023.27
E:216504.11
8" GATE VALVE
N:127022.68
E:216691.45
45.00° BEND w/ TB
N:127021.96
E:216921.48
45.00° BEND w/ TB
N:126981.83
E:216961.23
8"x8" TEE w/ TB
2 - 8" GV (E,S)
N:126712.62
E:216959.57
FH ASSEMBLY w/
8"x6" REDUCER
& 6" GV (W)
N:126424.25
E:216904.08
30'
ɕ-ɕ
53' ROW
20' SEWER EASEMENT
PER LEE MLD NO. 04-S2309
6.00 DRY UTILITY EASEMENT
BY SEPARATE DOCUMENT
EXISTING 20.00 SEWER EASEMENT
PER LEE MLD NO. 04-S2309
EXISTING 20'
SANITARY SEWER EASEMENT
20' DRAINAGE
EASEMENT
20' OFF-SITE
DRAINAGE EASEMENT
BY SEPARATE DOCUMENT
30' UTILITY EASEMENT
30' OFFSITE UTILITY
EASEMENT
BY SEPARATE DOCUMENT
FUTURE 53'
ROW
FUTURE 53'
ROW
FUTURE 53'
ROW
PROPOSED 30'
ACCESS EASEMENT
PROPOSED 30'
ACCESS EASEMENT
(BY SEPARATE DOCUMENT)
PROPOSED
6' DRY UTILITY
EASEMENT
6' PAN
56.48 LF 8" PVC
N44°43'59"W
(4' BELOW EXISTING)
FOX GROVE DRIVE
8"x8" CROSS
3 - 8" GV (N,W,E)
N:126423.92
E:216957.79
SANITARY LINE A1
SEE SHEET SS2
STORM DRAIN LINE 8
SEE SHEET ST4
POND 1
PROPOSED
OUTLET STRUCTURE
WATERLINE DITCH CROSSING
SEE DETAIL SHEET D3
40 LF 20" STEEL CASING
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
U1
KEYMAP
NORTH
U3
MATCHLINE-SEE SHEET U2
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
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 AND SEWER CONSTRUCTION SHALL BE PER THE ELCO WATER DISTRICT
AND BOXELDER SANITATION DISTRICTS 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 AND 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. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND
SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS
SPECIFICALLY APPROVED BY THE DISTRICT.
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED RESIDENTIAL WATER SERVICE
EXISTING GAS METER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
U2
U1
SEE SHEET ST4
STORM DRAIN LINE 1
SEE SHEET ST1
STORM DRAIN LINE 2
SEE SHEET ST1
STORM DRAIN LINE 5
SEE SHEET ST3
STORM DRAIN LINE 3
SEE SHEET ST2
STORM DRAIN LINE 4
SEE SHEET ST3
STORM DRAIN LINE 8
SEE SHEET ST4
12" WATERLINE
SEE SHEET W1
OUTLOT G
TRACT A
OUTLOT B
OUTLOT A
OUTLOT D
OUTLOT C
OUTLOT H
OUTLOT F
OUTLOT E
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
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
OU1
KEYMAP
NORTH
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
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
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 AND SEWER CONSTRUCTION SHALL BE PER THE ELCO WATER DISTRICT
AND BOXELDER SANITATION DISTRICTS 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 AND 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. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND
SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS
SPECIFICALLY APPROVED BY THE DISTRICT.
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED RESIDENTIAL WATER SERVICE
EXISTING GAS METER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
FOR REFERENCE ONLY.
SEE 50 SCALE DRAWINGS FOR
DETAILED INFORMATION.
U3
U1
U2
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
R
EX1
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
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.
ORIGINAL FIELD SURVEY BY:
NORTHERN ENGINEERING
PROJECT #335-008
DATE: DECEMBER 26, 2012
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING FLODDPLAIN
EXISTING FENCE X
EXISTING IRRIGATION IRR
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 D rainage Report for Fox Grove dated November 26, 2014 by Northern Engineering shall be followed and
implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures
shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or
landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud
and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end
loader, etc.) or as approved by the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development
Construction Permit is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of
construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins
Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or
construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of
construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort
Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility
trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report
does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the
subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of
the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall
be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter,
sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the
gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or
surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any
deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will
be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road
construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All
service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for
additional criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as
established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection
for any tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control,
and security. Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way
authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting,
the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by thE
construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort
Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the
contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as
needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the
Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to
directing traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no
site construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown
on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the
Designer for clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards
and specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or
specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and
available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings
to the City of Fort Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the
project as well as the basis of bearings. The information shall be as follows:
: NGVD29 Unadjusted (Old City of Fort Collins Datum)
Benchmark #1
Fort Collins Benchmark 25-01: East side of the East frontage road of I-25 approx. 0.5 miles North of Prospect Road on the North end
of a head wall to an irrigation canal.
Elevation: 4918.41
Benchmark #2
Fort Collins Benchmark 26-01: South side of Highway 14 (East Mulberry St.), approx. 0.4 miles East of the centerline of I-25, on the
bridge parapet wall, on a brass cap stamped "Colo. Dept of Highways". (City of Fort Collins designation not stamped on cap).
Elevation: 4937.26
Note:If NAVD88 Datum is required for any purpose, the following equation should be used: NAVD88 = NGVD29 Unadjusted + 3.19'
The Basis of Bearings is the South line of the Northwest Quarter, Section 15, Township 7 North, Range 68 West of the 6th P.M. as
bearing South 89°38'50" East
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. Requested Variances are listed as follows:
a. Intersection Sight Distance at Kit Den Drive & Carriage Parkway and Fox Grove Drive & Carriage Parkway.
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 to any land disturbing activity (stockpiling, stripping,
grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as
indicated in the approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping
the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and
maintaining all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall
be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a
roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are
installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty
(30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise
approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as
necessary in order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion
control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all
sediment and debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other
public rights of way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so
as not to cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface
roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the
project and before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of
any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials,
concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever
measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all
applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain
washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction
activities the concrete washout material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall
implement whatever measures are determined necessary, as directed by the City.
16. See seperate Stormwater Management Plan / Erosion Control Report for Fox Grove for additional information.
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 Drainage Report for Fox Grove dated November 26, 2014 by Northern Engineering shall be followed and
implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer,
must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility
Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties,
certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in
excess of those allowed prior to certification per the Development Agreement.
E. Utility Notes
1. All waterline construction shall conform to the East Larimer County Water District standards and specifications current to date of
construction.
2. All sewerline construction shall conform to the Boxelder Sanitation District standards and specifications current to date of
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
R
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT
LOCATION
VICINITY MAP
NORTH
: NGVD29 Unadjusted (Old City of Fort Collins Datum)
Benchmark #1
Fort Collins Benchmark 25-01: East side of the East frontage road of I-25 approx. 0.5 miles
North of Prospect Road on the North end of a head wall to an irrigation canal.
Elevation: 4918.41
Benchmark #2
Fort Collins Benchmark 26-01: South side of Highway 14 (East Mulberry St.), approx. 0.4 miles
East of the centerline of I-25, on the bridge parapet wall, on a brass cap stamped "Colo. Dept
of Highways". (City of Fort Collins designation not stamped on cap).
Elevation: 4937.26
Note:If NAVD88 Datum is required for any purpose, the following equation should be used:
NAVD88 = NGVD29 Unadjusted + 3.19'
The Basis of Bearings is the South line of the Northwest Quarter, Section 15, Township 7 North,
Range 68 West of the 6th P.M. as bearing South 89°38'50" East
Northern Engineering Services, Inc.
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
(970) 221-4158
ORIGINAL FIELD SURVEY BY:
Earth Engineering Consultants, LLC
Lester L. Litton, PE
4396 Greenfield Drive
Windsor, CO 80550
(970) 545-3908
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
REPLAT OF LOT 2, LEE M.L.D. NO. 04-S2309, LOCATED IN THE NORTHWEST QUARTER OF SECTION 15,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO
SHEET INDEX
COVER SHEET
GENERAL & CONSTRUCTION
NOTES
CS1
CS2
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power -- Doug Martine (970) 224-6152
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401
WATER------------ East Larimer County Water District -Randy Siddens (970) 493-2044
WASTEWATER--Boxelder Sanitation District ----------- (970) 498-0604
STORMWATER- City of Fort Collins Utilities ----------- Glen Schlueter (970) 221-6700
FOX GROVE
OVERALL GRADING PLAN
OVERALL UTILITY PLAN
OG1
OU1
EXISTING CONDITIONS &
DEMOLITION PLAN
EX1
CARRIAGE PARKWAY
PLAN & PROFILE
R1-R2
FOX GROVE DRIVE
PLAN & PROFILE
R3
U1-U3 UTILITY PLANS
FOX GROVE DRIVE & KIT DEN DRIVE
PLAN & PROFILE
R7
G1-G2 GRADING PLAN
Earth Engineering Consultants, LLC
Lester L. Litton, PE
4396 Greenfield Drive
Windsor, CO 80550
(970) 545-3908
Ripley Design Inc.
Stephanie Sigler
401 West Mountain Avenue Ste 100
Fort Collins, CO 80521
(970) 224-5824
Imago Enterprises Inc.
Lester Kaplan
140 Palmer Drive
Fort Collins, CO 80525
(970) 226-6819
ELB Engineering, LLC
Eric L. Bracke, P.E., P.T.O.E.
5401 Taylor Lane
Fort Collins, CO 80528
(970) 688-7551
Northern Engineering Services, Inc.
Gary Gilliland, PLS
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
HUNTSMAN DRIVE
PLAN & PROFILE
R5-R6
N O R T H E RN
EC1
VIXEN DRIVE
PLAN & PROFILE
R8-R9
EROSION CONTROL PLAN
R4 HUNTSMAN DRIVE & TOD DRIVE
PLAN & PROFILE
STORM DRAIN LINES 1 & 2
PLAN & PROFILE
ST1
STORM DRAIN LINES 2-1w, 2-1e, 3 & 3-1
PLAN & PROFILE
ST2
STORM DRAIN LINES 4 & 5
PLAN & PROFILE
ST3
STORM DRAIN LINES 6, 7 & 8
PLAN & PROFILE
ST4
SANITARY SEWER LINE A
PLAN & PROFILE
SS1
SANITARY SEWER LINES A & A1
PLAN & PROFILE
SS2
SANITARY SEWER LINES A4n & A4s
PLAN & PROFILE
SS3
SANITARY SEWER LINE B
PLAN & PROFILE
SS4
12'' WATER LINE
PLAN & PROFILE
W1
EC2-EC3 EROSION CONTROL DETAILS
DR1 DRAINAGE EXHIBIT
R10-R11 INTERSECTION DETAILS
D1 SANITARY SEWER DETAILS
D2-DETAILSD3 WATER
D4-D6 DRAINAGE DETAILS
D7-D8 SITE DETAILS
D9 GRADING DETAILS
DETENTION POND
GRADING PLAN
G3