HomeMy WebLinkAbout320 MAPLE MIXED-USE - FDP - FDP160032 - PLANS - UTILITY PLANSSOUTH COLLEGE AVENUE
W. MULBERRY ST.
N. MELDRUM ST.
LAUREL ST.
RIVERSIDE AVENUE
CHERRY ST.
MAPLE ST.
SEPTEMBER 2016
PROJECT
LOCATION
VICINITY MAP
NORTH 1"=1500'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the
reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the
calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required.
The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for
additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT DATUM: NAVD 88
BENCHMARK #1:
City of Fort Collins Benchmark 10-00
On the back of walk at the handicap ramp, at the north end of Sherwood St. at the entrance to
Martinez Park, approximately 180 ft. north of the centerline of the south R.R. track.
Elevation= 4991.61
BENCHMARK #2:
City of Fort Collins Benchmark 36-97
On the west end of the south headwall of the bridge over the New Mercer Canal at Vine Drive, just
east of Mercer Drive
Elevation= 5064.31
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have
used NGVD29 Unadjusted for their vertical datums.
IF NGVD29 Unadjusted datum is required for any purpose, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.18' (BM 10-00)
NGVD29 Unadjusted = NAVD88 - 3.17' (BM 36-97)
Basis of Bearings
The West line of Lot 1 as bearing North 00° 15' 41" East (assumed bearing).
Northern Engineering Services, Inc.
Project No. 574-007
Date: September 2015
ORIGINAL FIELD SURVEY BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer
County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort
Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer.
Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of
any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer
hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and
demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of
the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be
located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be
the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any
utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer
to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all
parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of
Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,
whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Drainage Report for Maple Mixed Use dated September 14, 2016 by Northern Engineering shall be followed and
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CONTROL
IRR
WASHINGTON PARK, LLC
301 N. HOWES STREET
JESS L & DICK L. GRIES
312 N. MELDRUM STREET
CITY OF FORT COLLINS
300 LAPORTE AVENUE
WASHINGTON PARK, LLC
301 N. HOWES STREET
WASHINGTON PARK, LLC
301 N. HOWES STREET
JAMES E. & CAROL S. BURRILL
305 MAPLE STREET
MAPLE STREET
(100' ROW)
MELDRUM STREET
(100' ROW)
BUILDING
ALLEY
(20' ROW)
TF
UP
UP
VAN
N:132439.86
E:193485.22
N:132589.85
E:193485.97
N:132590.80
E:193296.01
N:132440.80
E:193295.32
14'
14'
PROPOSED 30" CURB AND GUTTER
PROPOSED 30" CURB AND GUTTER
EXISTING 5' CONCRETE SIDEWALK
5' CONCRETE SIDEWALK
EXISTING 30" CONCRETE PAN
EXISTING ASPHALT PAVING
EXISTING 30" CURB AND GUTTER
TRASH
ENCLOSURE
PROPOSED ACCESS RAMP
PROPOSED ACCESS RAMP
PROPOSED ACCESS RAMP
END NEW
CONCRETE
PROPOSED CONCRETE CROSSPAN
5' CONCRETE SIDEWALK
PAVEMENT MARKING (TYP.)
PAVEMENT MARKING (TYP.)
BIKE RACK (TYP.)
8.5' 20'
8.5'
20'
31' 8'
5'
5'
T
T
WV
WV
WV
W
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W
C
S
VAULT
ELEC
FO
VAULT
ELEC
S S
C
S
W
CONTROL
IRR
C
VAULT
ELEC
W
E E
G G G G G
CTV
CTV
CTV
CTV
CTV
E
E
E
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E E
E
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G G
G
G G G G
G
G
G
W W
W W
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W W W
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W W
W W
E
E
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WV
VAULT
ELEC
FO
VAULT
ELEC
S
C
VAULT
ELEC
G G G G G
CTV
CTV
CTV
CTV
CTV
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W W W
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CTV
CTV
CTV CTV
CTV
CTV
CTV CTV CTV
CTV
CTV
SS
SS SS SS SS SS SS
ST
ST ST ST ST ST ST ST ST
SS
S
TF
SD SD SD SD SD
W
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F
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No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 14, 2016
PROJECT:
574-007
Sheet
Of 15 Sheets
MAPLE MIXED USE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
9/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
C500
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 14, 2016
PROJECT:
574-007
Sheet
Of 15 Sheets
MAPLE MIXED USE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
9/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
C501
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 14, 2016
PROJECT:
574-007
Sheet
Of 15 Sheets
MAPLE MIXED USE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
9/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
C502
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 14, 2016
PROJECT:
574-007
Sheet
Of 15 Sheets
MAPLE MIXED USE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
9/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
C503
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T
T
VAULT
ELEC
FO
VAULT
ELEC
CONTROL
IRR
C
VAULT
ELEC
WASHINGTON PARK, LLC
301 N. HOWES STREET
JESS L & DICK L. GRIES
312 N. MELDRUM STREET
WASHINGTON PARK, LLC
301 N. HOWES STREET
WASHINGTON PARK, LLC
301 N. HOWES STREET
JAMES E. & CAROL S. BURRILL
305 MAPLE STREET
TF
UP
UP
VAN
SD
SD
SD SD SD SD SD
SD SD
SD SD SD SD SD SD SD
IP IP IP
IP
IP
IP
IP
RS
MAPLE STREET
(100' ROW)
MELDRUM STREET
(100' ROW)
ALLEY
(EXISTING 20' ROW)
VTC
CWA
CF
CF CF CF CF CF CF CF CF
CF
CF
CF
CF
CF CF
CF
CF CF CF
CF CF CF CF
CF CF CF CF CF CF
CF
CF
CF CF CF CF CF
CF CF
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 14, 2016
PROJECT:
574-007
Sheet
Of 15 Sheets
MAPLE MIXED USE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
9/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C701
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T
T
VAULT
ELEC
FO
VAULT
ELEC
CONTROL
IRR
C
VAULT
ELEC
ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST
TF
UP
UP
VAN
4991.18
4991.18{
(4988)}
1598
4992.18
4990.18
4990.18{
(4987)}
4989.18
4989.18{
(4986)}
FFE=91.00
FFE=91.00
FFE=91.00
FFE=91.00
FFE=91.00
FFE=91.00
FFE=91.00
EXISTING 100-YR CITY
REGULATED FLOODWAY
(OLD TOWN)
EXISTING 100-YR CITY
REGULATED FLOODWAY
(OLD TOWN)
CURRENT EFFECTIVE 100-YR CITY
REGULATED FLOODPLAIN
BOUNDARY (OLD TOWN)
SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD
5' SIDEWALK
5' SIDEWALK
MAPLE STREET
(100' ROW)
MELDRUM STREET
(100' ROW)
ALLEY
(EXISTING 20' ROW)
JAMES E. & CAROL S. BURRILL
305 MAPLE STREET
JESS L & DICK L. GRIES
312 N. MELDRUM STREET
WASHINGTON PARK, LLC
301 N. HOWES STREET
WASHINGTON PARK, LLC
301 N. HOWES STREET
WASHINGTON PARK, LLC
301 N. HOWES STREET
CITY OF FORT COLLINS
300 LAPORTE AVENUE
CORRECTED EFFECTIVE
100-YR CITY
REGULATED FLOODPLAIN
BOUNDARY (OLD TOWN)
CURRENT EFFECTIVE 100-YR CITY
REGULATED FLOODPLAIN
BOUNDARY (OLD TOWN)
CURRENT EFFECTIVE 100-YR CITY
REGULATED FLOODPLAIN
BOUNDARY (OLD TOWN)
1281
1373
1481
C702
FLOODPLAIN EXHIBIT
A. Reese
B. Ruch
1"=20'
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
EXISTING 100-YEAR CITY FLOODWAY
PROPOSED STORM INLET
PROPOSED CONCRETE
CROSS PAN (TYP.)
PEDESTRIAN ACCESS RAMPS
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
PROPERTY BOUNDARY
CROSS-SECTION (CSL)
EXISTING 100-YEAR CITY FLOODPLAIN
XS#: 2446
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
NOTES:
FOR STORMWATER REVIEW ONLY
NOT FOR CONSTRUCTION
1. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION
2. THIS PROJECT IS LOCATED WITHIN A CITY-REGULATED OLD TOWN 100-YEAR
FLOODWAY AND FLOOD FRINGE AND MUST COMPLY WITH CHAPTER 10 OF THE CITY
CODE.
3. ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE
PER THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM (NAVD 88).
4. ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES,
BIKE RACKS, ETC.) MUST BE ANCHORED.
5. THE LOWEST FLOOR AND THE FINISHED FLOOR FOR ANY BUILDING IN THE
FLOODPLAIN SHALL BE CONSTRUCTED ABOVE THE REGULATORY FLOOD
PROTECTION ELEVATION OR BELOW THE REGULATORY FLOOD PROTECTION
ELEVATION.
6. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH STRUCTURE AND EACH
SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN.
7. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE SUBMITTED AT THE TIME
OF THE BUILDING PERMIT APPLICATION.
8. A FLOODPROOFING CERTIFICATE SHALL BE COMPLETED AND APPROVED BEFORE
THE CERTIFICATE OF OCCUPANCY IS ISSUED FOR ANY STRUCTURE IN THE
FLOODPLAIN.
9. THE FLOODPROOFING REQUIREMENTS OF CHAPTER 10 OF THE CITY CODE WILL BE
SATISFIED PRIOR TO ISSUANCE OF A BUILDING PERMIT.
10. NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE
FLOODWAY.
11. REFER TO THE DRAINAGE REPORT FOR MAPLE MIXED USE DATED SEPTEMBER 14,
2016 FOR ADDITIONAL INFORMATION.
12. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
13. ALL HVAC EQUIPMENT IS TO BE LOCATED ON THE ROOFTOP OF THE STRUCTURE.
FIELD SURVEY BY:
BENCHMARKS:
Northern Engineering Services, Inc.
Project No. 574-007
Date: September 2015
BENCHMARK #1:
City of Fort Collins Benchmark 10-00
Elevation= 4991.61
BENCHMARK #2:
City of Fort Collins Benchmark 36-97
Elevation= 5064.31
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have
used NGVD29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.18'.
LOWEST FLOOR
ELEVATION = C
RFPE
ELEVATION = B
BASE FLOOD ELEVATION
\(A1;BFE) 18" = A
DETAIL
NTS
SLAB-ON-GRADE
FIRST FLOOR
COMMERCIAL/RETAIL
RESIDENTIAL UNITS ABOVE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
5013
MIXED-USE BUILDING
SUMMARY
EL. DESIGNATION NAVD 88
A 4990.42 FT
B 4991.92 FT
C 4992.00 FT
REGULATORY FLOOD
PROTECTION
ELEVATION (RFPE)
4991.92 FT
MINIMUM
FLOODPROOFING
ELEVATION
4991.92 FT
ELEVATION OF HVAC
EQUIPMENT ROOFTOP
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
FEMA BASE FLOOD ELEVATION (BFE)
{5000}
{5003}
ELEVATION NAVD 88 5003
ELEVATION NGVD 29
(FORT COLLINS-UNADJUSTED)
Duplicate Effective (DE) Corrected Effective (CE) Difference
River Sta W.S. Elev W.S. Elev W.S. Elev
(ft) (ft) (ft)
1281 4986.3 4986.17 -0.13
1373 4986.72 4986.71 -0.01
1481 4987.43 4987.34 -0.09
1598 4988.77 4988.77 0.00
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 14, 2016
PROJECT:
574-007
Sheet
Of 15 Sheets
MAPLE MIXED USE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
9/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EROSION CONTROL DETAILS
A. Reese
B. Ruch
1"=20'
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e.
RIVER ROCK AND COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC
GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL
LOADS AND CAUSE LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF
THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS
NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING
DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR
OTHERWISE STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
R=5'
PAVED SURFACE
20' MIN.
A
SECTION A
3" - 6" ROCK
NO MATERIALS INCLUDING 2x4'S, PIPES,
DIRT, GRAVEL OR ASPHALT, SHALL BE
PLACED IN GUTTER TO FACILITATE
MOUNTING CURB; HOWEVER, CURB MAY BE
CUT DOWN TO A HEIGHT OF 2" OR HIGHER
FOR EASIER ACCESS AND REPLACED AT
PROJECT COMPLETION. OTHER ACCESS
DEVICES MAY BE USED AS ACCEPTED BY
THE CITY.
PLAN
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
VTC
INLET PROTECTION - AREA INLET IN SUMP
Urban Drainage and Figure C5-21
Flood Control District
Drainage Criteria Manual (V.3)
AREA INLET - PLAN
SECTION A ROCK FILTER JOINT DETAIL
INLET PROTECTION CONTINUED
1-1/2" CRUSHED
ROCK ENCLOSED
IN WIRE MESH
FILTERED
RUNOFF
AREA INLET
10' MIN.
2" IN SOIL
0" ON PAVEMENT
12" 12"
ANY GAP AT JOINT SHALL BE FILLED
WITH 1 1/2" CRUSHED ROCK AND
WRAPPED WITH ADDITIONAL WIRE
MESH SECURED TO ENDS OF ROCK
REINFORCED BERM
SEE JOINT DETAIL,
THIS SHEET
A
AREA INLET
(TYPE C SHOWN)
REINFORCED ROCK
BERM SEE SB DETAIL
5. REINFORCED ROCK BERM SHALL BE CONSTRUCTED IN ONE PIECE OR SHALL BE CONSTRUCTED USING JOINT DETAIL.
ON ENDS OF BERM.
4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6-INCH CENTERS ALONG ALL JOINTS AND AT 2-INCH CENTERS
"CHICKEN WIRE"). ROLL WIDTH SHALL BE 48-INCHES.
3. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1.0 INCH (COMMONLY TERMED
MINUS). RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED.
2. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN IN CDOT SECT. 703-2, #4 aggregate (1-1/2"
INLET PROTECTION AFTER INLET CONSTRUCTION OF AFTER PAVEMENT SHALL BE INSTALLED WITHIN
48 HOUR AFTER INLET CONSTRUCTION OR PAVING IS COMPLETED.
1.
INLET PROTECTION INSTALLATION NOTES
INLET PROTECTION MAINTENANCE NOTES
OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION.
4. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE COVERED WITH TOP SOIL, DRILL SEEDED AND CRIMP MULCHED, OR
JURISDICTION APPROVES EARLIER REMOVAL OF INLET PROTECTION IN STREETS.
3. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS APPROVED, UNLESS THE LOCAL
INCHES OF THE CREST.
2. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS WITHIN 2-1/2
NECESSARY. INSPECT MORE FREQUENTLY DURING WINTER CONDITIONS DUE TO FREEZE/THAW PROBLEMS. REPAIRS AS NEEDED.
1. THE SWMP MANAGER SHALL INSPECT INLET PROTECTION WEEKLY, DURING AND AFTER ANY STORM EVENT AND MAKE REPAIRS OR CLEAN OUT AS
IP
DETAIL BASED ON DETAILS PROVIDED BY DOUGLAS COUNTY
NOT TO SCALE
001
C701
VEHICLE TRACKING PAD
NOT TO SCALE
002
C701
ROCK SOCK
NOT TO SCALE
003
C701
AREA INLET PROTECTION
NOT TO SCALE
005
C701
TEMPORARY CONSTRUCTION FENCE
w/ ROCK SOCK
TEMPORARY
CHAIN-LINK FENCE
ROCK SOCK
TEMPORARY
CHAIN-LINK FENCE
ROCK SOCK
SIDE VIEW
CF
0" ON BEDROCK
OR HARD SURFACE,
2" IN SOIL
ROCK SOCK SECTION ROCK SOCK PLAN
4" TO 6" MAX AT CURBS,
OTHERWISE 6"-10" DEPENDING
ON EXPECTED SEDIMENT LOADS
ROCK SOCK JOINTING
\A1;12"
\A1;12"
{ROCK SOCK INSTALLATION NOTES
}1.SEE PLAN VIEW FOR:
- LOCATION (S) OF ROCK SOCKS.
2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION
SHOWN ON THIS SHEET (1{}" MINUS).
3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF {}",
RECOMMENDED MINIMUM ROLL WIDTH OF 48".
4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON
ENDS OF SOCKS.
5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK
ENCLOSURE.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
3/4" 0-15
3/8" 0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
TUBULAR
MARKER
\A1;2'
RS
CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT.
SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY
INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
THE CONCRETE WASHOUT SHOULD BE EMPTIED WHEN HALF OF TOTAL HOLDING CAPACITY HAS BEEN REACHED.
AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE.
WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN
A MANNER ACCEPTED BY THE CITY.
LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT
CONTRACTOR'S DISCRETION.
{NOTES:
}1.
2.
3.
4.
5.
6.
7.
8.
3H:1V OR FLATTER
SIDE SLOPES
\A1;12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
\A1;12" \A1;2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
CWA
NOT TO SCALE
004
C701
CONCRETE WASHOUT AREA
*IMPERMEABLE LINER MAY BE NEEDED
IF GROUNDWATER IS ENCOUNTERED.
CF
CF
CF
CF
IP
IP
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 14, 2016
PROJECT:
574-007
Sheet
Of 15 Sheets
MAPLE MIXED USE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
9/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C700
EROSION CONTROL PLAN
A. Reese
B. Ruch
1"=20'
BENCHMARK
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY
AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF
BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR
DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY
DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS
REQUIRED BY LOCAL AUTHORITIES.
2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH,
GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY
NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY,
STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING
AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR
PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE
PROPERLY MAINTAINED AND FOLLOWED.
4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL
MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL
OF SITE STABILIZATION.
5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS
FULLY STABILIZED.
6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL
CONNECTION IS ESTABLISHED WITH DOWNSPOUT.
7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE
SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.)
8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES,
PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO
MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL
WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH
VEGETATIVE COVER AND STABILIZE THE SLOPE.
9. CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM
UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING
THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS
ARE FULLY STABILIZED.
10. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE
NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED
THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE
ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
11. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION
FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION
SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR
SILT FENCE FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.)
12. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100)
FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE
WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA
MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL
SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF
WATER, WETLAND OR DRAINAGE WAY.
13. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE
SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT
LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR
DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA
THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF,
OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY.
DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND
CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
14. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH
THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN
WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH,
IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND
WELFARE.
15. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER
MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS
WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER
MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT
EROSION.
16. CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT RAIN GARDENS AND
MODIFIED RAIN GARDEN FROM SEDIMENTATION. THIS INCLUDES
EDUCATING SUBCONTRACTORS ON-SITE.
17. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS.
EROSION CONTROL NOTES:
NOTE:
ALL BMPS 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.
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2. TOTAL DISTURBED AREA = 0.80 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
5. REFER TO THE DRAINAGE REPORT FOR MAPLE MIXED USE DATED
SEPTEMBER 14, 2016, BY NORTHERN ENGINEERING, FOR ADDITIONAL
INFORMATION.
GENERAL NOTES:
LEGEND:
4953
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
VEHICLE TRACKING CONTROL PAD
CONSTRUCTION FENCE w/ ROCK SOCK CF
AREA INLET PROTECTION
CONCRETE WASHOUT
ROCK SOCK
TABLE OF CONSTRUCTION SEQUENCE
AND BMP APPLICATION
Project: MAPLE MIXED-USE
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
Structural "Installation"
Inlet Protection (IP)
Flow Barriers (Bales, Wattles, etc.) (RS)
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Concrete Washout Area (CWA)
* All Temporary BMPs to be Removed once Construction is Complete
Vehicle Tracking Pad * (VTC)
PROJECT DATUM: NAVD 88
BENCHMARK #1:
CITY OF FORT COLLINS BENCHMARK 10-00
ON THE BACK OF WALK AT THE HANDICAP RAMP, AT THE NORTH END OF
SHERWOOD ST. AT THE ENTRANCE TO MARTINEZ PARK, APPROXIMATELY 180 FT.
NORTH OF THE CENTERLINE OF THE SOUTH R.R. TRACK.
ELEVATION= 4991.61
BENCHMARK #2:
CITY OF FORT COLLINS BENCHMARK 36-97
ON THE WEST END OF THE SOUTH HEADWALL OF THE BRIDGE OVER THE NEW
MERCER CANAL AT VINE DRIVE, JUST EAST OF MERCER DRIVE
ELEVATION= 5064.31
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE
FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.18' (BM 10-00)
NGVD29 UNADJUSTED = NAVD88 - 3.17' (BM 36-97)
BASIS OF BEARINGS
THE WEST LINE OF LOT 1 AS BEARING NORTH 00° 15' 41" EAST (ASSUMED
BEARING).
CWA
RS
IP
VTC
CF
/
/ /
/
/
/ /
/
/ /
/
/
/
/
/
/
/
/
/ / /
/
/ / /
/ /
/ /
/ /
/ /
/ / /
/ /
/ / /
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C
ONTROL
IRR
ST
ST ST ST ST ST ST ST ST
ST ST ST ST ST ST
ST
ST ST ST
WASHINGTON PARK, LLC
301 N. HOWES STREET
JESS L & DICK L. GRIES
312 N. MELDRUM STREET
CITY OF FORT COLLINS
300 LAPORTE AVENUE
WASHINGTON PARK, LLC
301 N. HOWES STREET
WASHINGTON PARK, LLC
301 N. HOWES STREET
JAMES E. & CAROL S. BURRILL
305 MAPLE STREET
SD
SD
SD
SD
SD
SD
SD
SD SD
SD SD SD
SD SD SD SD
TF
UP
UP
VAN
MAPLE STREET
(100' ROW)
MELDRUM STREET
(100' ROW)
ALLEY
(20' ROW)
A
B
EXISTING CITY REGULATED OLD TOWN
100-YR FLOOD PLAIN BOUNDARY
(CORRECTION PENDING)
EXISTING CITY REGULATED OLD TOWN
100-YR FLOOD PLAIN BOUNDARY
(CORRECTION PENDING)
CITY-REGULATED OLD TOWN
100-YR FLOODWAY
CITY-REGULATED OLD TOWN
100-YR FLOODWAY
EXISTING CITY REGULATED OLD TOWN
100-YR FLOOD PLAIN BOUNDARY
(CORRECTION PENDING)
CORRECTED EFFECTIVE
OLD TOWN FLOODPLAIN
(PENDING)
CORRECTED EFFECTIVE
OLD TOWN FLOODPLAIN
(PENDING)
PROPOSED STORM DRAIN
PROPOSED SUBDRAIN
A
0.55 ac
B
0.10 ac
PROPOSED
AREA INLET
PROPOSED
AREA INLET
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 14, 2016
PROJECT:
574-007
Sheet
Of 15 Sheets
MAPLE MIXED USE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
9/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C600
DRAINAGE EXHIBIT
A. Reese
B. Ruch
1"=20'
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOTES:
1. REFER TO THE DRAINAGE REPORT FOR MAPLE MIXED USE DATED SEPTEMBER 14,
2016 FOR ADDITIONAL INFORMATION.
2. TO THE EXTENT FEASIBLE, ROOF DRAINS SHALL DRAIN TO BIO-RENTENTION
PLANTER BOXES LOCATED IN THE SECOND LEVEL COURTYARD.
BENCHMARK
PROJECT DATUM: NAVD 88
CITY OF FORT COLLINS BENCHMARK 10-00
ON THE BACK OF WALK AT THE HANDICAP RAMP, AT THE NORTH END OF SHERWOOD
ST. AT THE ENTRANCE TO MARTINEZ PARK, APPROXIMATELY 180 FT. NORTH OF THE
CENTERLINE OF THE SOUTH R.R. TRACK.
ELEVATION= 4991.61
CITY OF FORT COLLINS BENCHMARK 36-97
ON THE WEST END OF THE SOUTH HEADWALL OF THE BRIDGE OVER THE NEW
MERCER CANAL AT VINE DRIVE, JUST EAST OF MERCER DRIVE
ELEVATION= 5064.31
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.18' (BM 10-00)
NGVD29 UNADJUSTED = NAVD88 - 3.17' (BM 36-97)
BASIS OF BEARING
WEST LINE OF LOT 1 AS BEARING NORTH 00° 15' 41" EAST (ASSUMED BEARING)
LEGEND:
4953
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
DESIGN POINT A
FLOW ARROW
DRAINAGE BASIN LABEL
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
1 1
B2
1.45 ac
DEVELOPED RUNOFF SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C10 C100 2-yr Tc
(min)
10-yr Tc
(min)
100-yr Tc
(min)
Q2
(cfs)
Q10
(cfs)
Q100
(cfs)
A A 0.55 0.95 0.95 1.00 5.0 5.0 5.0 1.49 2.55 5.48
B B 0.10 0.42 0.42 0.53 5.0 5.0 5.0 0.12 0.21 0.54
75% On-Site Treatment by LID
Project Area
Total Site Area 28,498 sf
Total Impervious Area 25,814 sf
Paver Area - sf
Landscape Area 2,684 sf
Required Minimum Area to be Treated by LID
measures 12,907
sf
Bio-Rentention Planters
Bio-Retention Planter Area 833 sf
Run-on area for Bio-Retention Planters 19,590 sf
Area Treated by Bio-Retention Planters 20,423 sf
Landscape Buffer Treatment
Landscape Buffer Area 1,928 sf
Run-on area for Landscape Buffer 589 sf
Area Treated by Landscape Buffers 2,517 sf
Total Area Treated 22,940 sf
Percent of Impervious Area Treated by LID
measures 80.50 %
CONSTRUCTION DETAILS
A. Reese
B. Ruch
NTS
F
Curb
Flare
Varies
Curb
2'-0"
Flare
Ramp
concrete ramps
Panels embedded in the
Apron
Gutter
or
Curb and Gutter
Flow line
1:20 Slope 1:12 MAX Slope
Section A-A
NTS
Varies Varies
Curb
Curb
Flare
Ramp
2'-0"
Varies
Panels
Panels
6"
A
A
CL
Pedestrian flow
Aligned with
Ramp
Width:
4.5'
5.0'
6.0'
7.0'
8.0'
Note:
Truncated dome panels are
available in 2'x2' squares
and
2'x2.5' rectangles. Combine
the widths to fit the ramp.
Panels may be cut to no
less
than a 2'x1.5' size.
Panel Width
Combinations:
2'+2.5'
2.5'+2.5'
2'+2'+2'
2.5'+2'+2.5'
2'+2'+2'+2'
Note:
1. Truncated dome warning panel:
Install panels along with the concrete
pour for the ramp. The panel material
shall be "Cast In Tact Warning Panels"
or an equivalent material that must
be first approved by the City Engineer
prior to installation. The panel color
shall be red, no other color is approved.
Specifications for the panel and
installation instructions will be
provided upon request.
2. This drawing shows vertical curb. For
Drive Over Curb the warning detection
location shall be placed in the same
position 6" back from the Face of
Curb or .
Case 1-Directional Ramps Case 2-Non-Directional Ramps
Varies
Panels
Ramp
Panels
Flare
2'-0"
Curb
Case 3-Mid-Block Ramps
6"
Panels Panels
Apron
Gutter
or
Flare
6"
Flare
(Center line of ramp)
CL -Center line of ramp
BOC
BOC
BOC
FOC
L
or
FL FOC
BOC
FL
-Back of Curb
-Face of Curb
-Flow line
2'
REVISION NO:
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1607
URBAN AREA
LARIMER COUNTY
TRUNCATED DOME WARNING FOR ACCESS RAMPS
CONSTRUCTION
FORT COLLINS ONLY
NOT TO SCALE
401
C503
TRUNCATED DOME WARNING
FOR ACCESS RAMPS
{NOTES:
}1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS
CONTAINED IN THE {GEOTECHNICAL ENGINEERING REPORT - "PROPOSED THREE-STORY BUILDING 302 NORTH MELDRUM
STREET & 320 WEST MAPLE STREET FORT COLLINS, COLORADO"} BY TERRACON, INC. DATED NOVEMBER 16, 2006 (PROJ.
NO. 20066043), AND ANY SUBSEQUENT ADDENDA.
2.NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING
SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED
PAVEMENT DESIGN REPORT.
3.SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT.
4.CONCRETE PARKING LOT SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08.
LIGHT DUTY PAVING HEAVY DUTY PAVING
NOT TO SCALE
402
C503
PAVING SECTIONS
(PRIVATE AREAS OUTSIDE ROW)
CONCRETE
{PAVEMENT SECTION }
7" CONCRETE
CONCRETE {
PAVEMENT SECTION }
6" CONCRETE
VAN-
ACCESSIBLE
PARKING
MIN. MIN.
CAR ACCESSIBLE VAN ACCESSIBLE
OR
8'
5'
8' 8'
8'
8'
11'
5'
11' 11'
5'
RESERVED RESERVED
PARKING
RESERVED
PARKING
NOT TO SCALE
403
C503
HANDICAP PARKING REQUIRMENTS
ONE IN EVERY EIGHT ACCESSIBLE
SPACES, BUT NOT LESS THAN ONE,
SHALL BE VAN ACCESSIBLE.
ONE SIGN
PER SPACE
REQUIRED
R7-8 ONE SIGN
PER SPACE
REQUIRED
R7-8
A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.
THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN
ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE
NEED FOR TWO SIGN TYPES.
"UNIVERSAL DESIGN"
CAR & VAN ACCESSIBLE
ONE SIGN
PER SPACE
REQUIRED
R7-8
NO
PARKING
TYPICAL PAVEMENT
MARKINGS
02/17/15
RESIDENTIAL LOCAL STREET ACCESS RAMPS
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 3 1606a
DRAWING
DATE:
FORT COLLINS ONLY
Notes:
1. Set ramp slopes using the center of the
ramp.
2. Truncated dome warning panel: Install
panels along with the concrete pour for the
ramp. Specifications for the panel material
will be provided upon request.
3. Each ramp shall align perpendicular to the
street in which the ramp is provided to
cross.
4. Refer to standard drawing 1606 in the
Laimer County urban area street standards
for other necessary criteria needed to
construct these ramps that is not specified
on this drawing.
5. Construct the ramps and walk so the corner
area all drains to the street.
6. If curb and gutter are poured monolithic with
ramp, place dome edge at back of curb as
shown. If not poured monolithic, place
dome edge 6" from back of curb.
PLAN VIEW
NTS
Ramp
Flare
Gutter
Ramp
Ramp
Flare
Curb
Curb
Conc. Flare
Panels Panels
Truncated dome
panels:
1-2'x2.5'
1-2'x2'
Truncated Dome Warning
Detection Plan Locations
LEGEND:
BOC- Back of curb
⅊ Property Line
PT - Point of Tangency
Flow line
Section A-A
NTS
4'-6"
2'-6" 2'-0"
2'-0"
t
Varies
Varies
4.5'
6.0'
.5'
1.5'
4.5'
1.5 '
12.0'
12.0'
4.5'
.5'
4.5' 6.0'
Landscaped
Area
PT Curb
A
A
6" Curb
(TYP)
0" Curb
Full height
curb
Truncated dome
warning detection
⅊
PT of walk
R15.0'
⅊
⅊ & BOW
5'-6" BOC to walk w/ vertical curb
5'-7" BOC to walk w/ drive over curb
Conc. Sidewalk
Area to be landscaped
Conc. walk
Gutter
or
Apron
Truncate Dome
Warning Panel
1:12 Max slope
1:20
Slope
PT of
curb
return
6"
Conc. Flare
6" Curb
(TYP)
NOT TO SCALE
See note 6
NOT TO SCALE
400
C503
RESIDENTIAL LOCAL STREET
ACCESS RAMPS
ASPHALT {
PAVEMENT SECTION}
HEAVY DUTY PAVING
ASPHALT {
PAVEMENT SECTION}
LIGHT DUTY PAVING
3.5" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
6" APPROVED
SUBGRADE
4" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
6" APPROVED
SUBGRADE
1/4" PLATE STEEL PLANTER
WEARING SLAB
DRAINAGE BOARD
FLUID APPLIED
WATER PROOFING
1/4"/FT
SLOPED TOPPING SLAB
16" P.T. SLAB
WALL FINISH
1 1/2" RIGID INSULATION
METAL FLASHING
OVERFLOW DRAIN
LEVEL 2
FFE
SOLID ROOF DRAIN PIPING (RE: PLUMBING)
EMERGENCY OVERFLOW
(NOTCHED INTO PLANTER WALL)
WQCV DEPTH
(SEE TABLE)
4" SLOTTED PVC UNDERDRAIN TO
RUN THE LENGTH OF PLANTER
2'
ROOF/DECK DRAIN
WIDTH VARIES
(5'-10'; SEE PLAN)
DOWNSPOUT
(RE: ARCH)
COBBLE SPLASH PAD
WQCV DEPTH (RE: LANDSCAPE)
(SEE TABLE)
6" LAYER
CDOT #4
COARSE AGGREGATE
6" PEA GRAVEL
12" BIORETENTION
SAND MEDIA
6 3
4" AVAILABLE
PONDING DEPTH
NOT TO SCALE
405
C503
NOT TO SCALE
406
C503
TYPICAL COURTYARD FLOW-THROUGH
STORMWATER PLANTER
TYPICAL STORMWATER PLANTER SECTION
NOT TO SCALE
407
C503
BIORETENTION SAND MEDIA SPECIFICATIONS
CITY OF FORT COLLINS
BIORETENTION SAND MEDIA SPECIFICATION
PART 1 - GENERAL
A.Bioretention Sand Media (BSM) shall be uniformly mixed,
uncompacted, free of stones, stumps, roots, or other similar objects
larger than two inches. No other materials or substances shall be
mixed or dumped within the bioretention area that may be harmful to
plant growth or prove a hindrance to the facility's function and
maintenance.
B.BSM shall be free of plant or seed material of non-native, invasive
species, or weeds.
C.Fully mixed BSM shall be tested prior to installation and meet the
following criteria:
1. P-Index of less than 30
2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it
may be modified with lime (to raise) or iron sulfate plus sulfur (to
lower). The lime or iron sulfate must be mixed uniformly into the
BSM prior to use in the bioretention facility.
3. Cation Exchange Capacity (CEC) greater than 10
4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm
5. BSM that fails to meet the minimum requirements shall be replaced
at the Contractor's expense.
D.BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of
piles will not be allowed. Mixing of the BSM to a homogeneous
consistency shall be done to the satisfaction of the Owner.
PART 2 - SOIL MATERIALS
A.Sand
1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33.
B. Shredded Paper
1. BSM shall consist of 5-10% shredded paper by volume.
2. Shredded paper shall be loosely packed, approximate bulk density
of 50-100 lbs/CY.
3. Shredded paper shall consist of loose leaf paper, not shredded
phone books, and shall be thoroughly and mechanically mixed to
prevent clumping.
C.Topsoil
1. BSM shall consist of 5-10% topsoil by volume.
2. Topsoil shall be classified as sandy loam, loamy sand, or loam per
USDA textural triangle with less than 5% clay material.
3. Onsite, native material shall not be used as topsoil.
4. Textural analysis shall be performed on topsoil, preferably at its
source, prior to including topsoil in the mix. Topsoil shall be free of
subsoil, debris, weeds, foreign matter, and any other material
deleterious to plant health.
5. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content
between 25-55%.
6. Contractor shall certify that topsoil meets these specifications.
D.Leaf Compost
1. BSM shall consist of 10-20% leaf compost by volume.
2. Leaf compost shall consist of Class 1 organic leaf compost
consisting of aged leaf mulch resulting from biological degradation
and transformation of plant-derived materials under controlled
conditions designed to promote aerobic decomposition.
3. The material shall be well composted, free of viable weed seeds
and contain material of a generally humus nature capable of
sustaining growth of vegetation, with no materials toxic to plant
growth.
4. Compost shall be provided by a local US Composting Council Seal
of Testing Assurance (STA) member. A copy of the provider's
most recent independent STA test report shall be submitted to and
approved by the Owner prior to delivery of BSM to the project site.
5. Compost material shall also meet the following criteria:
a. 100 percent of the material shall pass through a 1/2 inch
screen
b. PH of the material shall be between 6.0 and 8.4
c. Moisture content shall be between 35 and 50 percent
d. Maturity greater than 80 percent (maturity indicator expressed
as percentage of germination/vigor, 80+/80+)
e. Maturity indicator expressed as Carbon to Nitrogen ration < 12
f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4
g. Minimum organic matter shall be 40 percent dry weight basis
h. Soluble salt content shall be no greater than 5500 parts per
million or 0-5 mmhos/cm
i. Phosphorus content shall be no greater than 325 parts per
million
j. Heavy metals (trace) shall not exceed 0.5 parts per million
k. Chemical contaminants: meet or exceed US EPA Class A
standard, 40 CFR 503.13, Tables 1 & 3 levels
l. Pathogens: meet or exceed US EPA Class A standard, 40
CFR 503.32(a) levels
PART 3 - EXECUTION
A.General
1. Refer to project specifications for excavation requirements.
B.Placement Method
1. BSM material shall be spread evenly in horizontal layers.
2. Thickness of loose material in each layer shall not exceed
9-inches.
3. Compaction of BSM material is not required.
REFER TO THE LANDSCAPE
PLANS FOR PLANTING WITHIN
THE BIO-RETENTION AREA BIO-RETENTION
SAND MEDIA
6" PERFORATED
HDPE UNDERDRAIN
GRAVEL LAYER
PEA GRAVEL
\A1;2"
CDOT CLASS B GEOTEXTILE
SEPARATOR FABRIC
(TYPICAL SIDES & 24" MIN. BOTTOM)
4
1
4
1
NOT TO SCALE
404
C503
LANDSCAPE BUFFER
CONSTRUCTION DETAILS
A. Reese
B. Ruch
NTS
or equivalent. (typical both sides)
With curb walk, cover plate extends
from property line to top of walk face.
6" VERTICAL CURB, GUTTER, AND SIDEWALK
SECTION A-A (2 VIEWS)
COMBINATION CURB, GUTTER, AND SIDEWALK
center, Nelson Standard Anchor
3" #4 Bar Welded at 12" on
L = 1 1/4" x 1 1/4" x 1/4"
5/8" Rolled Steel Tread Plate
SECTION C-C
1.0' (minimum)
approved by the Engineer.
Right of Way line to flow line unless
2. Chase and cover plate run from
1. Length of steel plate varies.
Notes:
Dimension Variable
(diamond pattern)
5/8" Rolled Steel Tread Plate
4'-0" or as Directed
Retaining Screws at
Top of Curb
C B
A
C B
PLAN VIEW
A
Street
10 3/8" SECTION B-B
6"
1 1/4"
STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK
STREET STANDARDS
LARIMER COUNTY
URBAN AREA CONSTRUCTION DRAWINGS DATE: REVISION 04/NO: 01/07 1 709
DRAWING
Attached
Ft. Collins only
Detached Sidewalk
finish 12" on center
Screw Brass or Electro-galv.
1/2" x 1" Flat Head Mach.
threaded to receive screw.
Angle iron to be drilled and
screw to extend into the
Concrete to be drilled to allow
Lip of Gutter
concrete
(typical both sides).
(typical both sides)
F L
Sidewalk
X (Varies, See Plans
Xmax=2.0')
d (Varies,
See Plans)
SECTION A-A
PAVEMENT DESIGN + 1/2" FOR COLLECTOR
8" MIN. FOR RESIDENTIAL. USE CONCRETE
10' MINIMUM (ARTERIAL)
8' MINIMUM (COLLECTOR)
PLAN VIEW
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
ALL INTERSECTIONS TO
HAVE ACCESS RAMPS
NOTE:
* *
& ARTERIALS.
SIDES.
TO PAN SECTION, TYPICAL BOTH
TRANSITION FROM C & G SECTION
WALK
8'
DOWELL IF
JOINTS
A TOOL JOINT
A
JOINTS (TYP.)
CONTROL
PARALLEL
STREET
CLASSIFICATION
LOVELAND
DEPTH OF INVERT
W
WIDTH
CROSS PAN
Arterial 10' 1 1/4" 1 1/2"
Collector 8' 1" 1 1/8"
Local 6' 3/4" 7/8"
d (MIN.) d (MAX.)
1 1/2"
2 1/2"
2"
DEPTH OF INVERT
FT. COLLINS
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 708 DRAWING
STREET STANDARDS
URBAN AREA DATE: 04/01/07
STREET INTERSECTION CROSSPAN
d
d
8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY.
**
* *
LENGTH
(for monolithic pour)
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)
DATE: 03/01/02
CURB AND GUTTER
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 701
DRAWING
NOT TO SCALE
300
C502
CURB AND GUTTER
NOT TO SCALE
301
C502
STREET INTERSECTION CROSSPAN 302
C502
STANDARD DETAILS FOR DRAINAGE
UNDER SIDEWALK
1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO
CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN.
2. MINIMUM CONCRETE THICKNESS IS 6 INCHES.
3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL
ENTITY.
4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS
USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER.
6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK,
WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET.
7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN
APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA.
8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER).
STANDARD GRAY CONCRETE
RAMP WITH PARTIALLY COLORED CONCRETE
SECTION A-A
LIP OF GUTTER
PLAN VIEW
FLOWLINE
CURB
A
A
0.5' TYP.
N.T.S.
6"
1:12 SLOPE MAX.
CURB
0.5'
4' MIN.
N.T.S.
FLARE OPTION
CURB OPTION
6" CURB 0" CURB
1' R
2'
NOTES:
t=6" or as specified
1"/ft. Max
1"/ft.
Max
1.5' TRANSITION 1.5' TRANSITION
Flared
Option
2'
FL
REVISION NO: 1
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1606
URBAN AREA
LARIMER COUNTY
PEDESTRIAN RAMP DETAIL (For New Const. & Alterations)
CONSTRUCTION
1:25 slope
(max.)
Truncated Dome
Warning Detection
Truncated Dome
Warning Detection
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"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
CONSTRUCTION
SIDEWALK DETAIL
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1602
DRAWING
REVISION DATE: 04/NO: 01/07 2
Sidewalk
Driveway
LIP
F.L.
T.C.
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. Sidewalk grade shall remain consistent across driveway
3. This detail applies to Residential & Commercial driveways.
6"
6" Residential
Detached Sidewalk
Attached Sidewalk
1/2" Expansion
Joint Material 1/2" Expansion
Joint Material
A
A
2. For driveway design requirements, see CONST. DWG. 706 & 707.
DETACHED ATTACHED
3'-0" 6'-0"
All Sidewalk Thickness Shall Be 6" minimum.
Min.
STANDARD SIDEWALK
STREET STANDARDS
LARIMER URBAN COUNTY AREA REVISION NO: 1
CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING
SIDEWALK
8" Commercial
NOT TO SCALE
304
C502
STANDARD SIDEWALK
NOT TO SCALE
305
C502
SIDEWALK DETAIL
NOT TO SCALE
306
C502
PEDESTRIAN RAMP DETAIL
303
C502
Walk Walk
Parkway
Parkway
Concrete
Border
R.O.W.
10'X10'
SIGHT
AREA AREA
SIGHT
10'X10'
Alley
Drive-Over or
Vertical Curb
& Gutter
FL
Curb
0" Curb
Construction Joint
Truncated Dome
0" Curb
Slope
1/4"/Ft.
6" Curb 6" Curb
1:12
STREET
6" Curb
AREA
SIGHT
10'X10'
Parkway
Truncated Dome
Warning Detection
Walk
R.O.W.
STREET
Slope
1/4"/Ft.
0" Curb 0" Curb
Parkway
6" Curb
SIGHT
AREA
10'X10'
Walk
Alley
MAX.
12:1
MAX.
12:1
FL
Drainage Inlet or Other
Drainage Collection
System shall be designed
for 2 year storm minimum.
Drainage May Cross the Walk Up to a Maximum
of 0.5 cfs for the Design 2 Year Storm.
ALLEY W/ SIDE DRAINAGE
Drainage May Not Cross the Walk Unless The Water is Sheet
Flow and does not interfere with pedestrian use of walk.
ALLEY W/ CENTER DRAINAGE
See Tables 8-1 &
8-2 For Radii
Requirements
STREET STANDARDS
LARIMER COUNTY
URBAN AREA
ALLEY INTERSECTIONS
CONSTRUCTION
DRAWINGS
REVISION DATE: 04/NO: 01/2 07 DRAWING
803
Warning Detection
(TYP.)
(TYP.)
FL
Alley
Concrete
FL
concrete
8" minimum thick
concrete
8" minimum thick 1:12
Truncated Dome
Warning Detection
1:24 1:24
6" Curb
Vertical
NOT TO SCALE
ALLEY INTERSECTION
CONSTRUCTION DETAILS
A. Reese
B. Ruch
NTS
NOT TO SCALE
201
C501
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (END VIEW) NOT TO SCALE
202
C501
NOT TO SCALE
203
C501
BEDDING REQUIREMENTS
SERVICE LINE BY-PASS
30"
54" (MIN.)
8"
8"
10"
6" (MAX.)
12 INCHES MANHOLE O.RUNGS C.
AND RING WITH LID LOCK
ALUMINUM MANHOLE COVER
MORTAR OR
MASTIC PRE-CAST GRADE CONCRETE RINGS (IF
PLASTIC GASKETS
PRE-FORMED LIFTING HOOK
REQUIRED)
3/4" TO 1-1/2"
GRAVEL
PRECAST OR CAST
IN PLACE CONCRETE
FOOTING (TYP.)
(TYP.) 66" (MAX.)
12"
(TYP.)
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (END VIEW) 17C
4/11/11
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
BEDDING REQUIRMENTS
WW-1
NBJ
4/11/11
PLAN VIEW
CROSS VIEW
45 ELBOW
SERVICE WYE
8 IN. PVC SEWER PIPE
COMPACTED GRANULAR MATERIAL
AIR-TIGHT PLUG WITH
4 IN. X 4 IN. MARKER
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
LEAN CONCRETE
PVC SEWER PIPE
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
LEAN CONCRETE
o
20 MIN. o
45 MAX. o
TRENCH
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
4 IN. X 4 IN.
MARKER
AIR-TIGHT PLUG
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
SERVICE WYE DETAIL
WW-9
NBJ
4/11/11
SERVICE WYE DETAIL
1. DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK DRAINAGE DITCH OR DETENTION BASIN.
2. NO LANDSCAPING (SHRUBS, BOULDERS, ECT.) OR STRUCTURES TO BE WITHIN 4 FT. OR TREES WITHIN 10 FT.
OF METER VAULT.
3. SLOPE GROUND SURROUNDING METER VAULT AWAY FROM LID AT 2%%% GRADE OR GREATER.
4. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ECT.) IN METER VAULT.
5. GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER VAULT COVER
TO 1/2 IN. ABOVE FINAL GRADE.
6. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING,
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
GENERAL NOTES:
ADJUSTABLE PIPE SUPPORT
UNDER VALVES AND METER
3/4" TO 1-1/2"
GRAVEL
ASPHALTIC
GROUT
SOLID PAVING
BRICK (TYPICAL)
PRE-FORMED
PLASTIC GASKETS
PIPE ENCASED
WITH MASTIC
GATE
VALVE STRAINER
SOLID
SLEEVE
GATE
VALVE
MANHOLE RUNGS
12 INCHES O.C.
FINISHED GRADE 2% SLOPE
INSTALL LID 1/2"
ABOVE FINAL GRADE
ALUMINUM MANHOLE COVER
AND RING WITH LID LOCK
MORTAR OR
LIFTING HOOK MASTIC
FLOW
BLOCK-OUT TO
BE GROUTED
54" (MIN.)
6" (MAX.)
7" (MIN.)
16" (MAX.)
GRADE PRE-RINGS CAST CONCRETE (IF REQUIRED)
10"
30"
8"
8"
(TYPICAL) ANCHOR RODS
(TYP.) WITH
PROTECTIVE
1" (MAX.)
CONDUIT THROUGH
INTO YOKEBOX
VAULT OR PIT TOP
1/2" EMT OR PVC
3" (MAX.)
AND REMOVABLE PLUG)
YOKE WITH PART BOX #1 YUC-27/LID 32" 7 PART WITH DIA. HOLE FORD #YL-TP
AMR POD (FORD YOKE BOX
FINISHED GRADE
BE 1/2" ABOVE
TOP OF AMR LID TO
2'
3/4" ROCK FOR
GRADE ADJUSTMENT
(MAX.)
(IF REQ'D)
(TYP.)
(TYP.) 66" (MAX.)
12"
(TYP.)
PRECAST OR CAST
IN PLACE CONCRETE
FOOTING (TYP.)
PIPE 18" SUMP DIA. PERFORATED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (SIDE VIEW) 17B
4/11/11
COATING
NOT TO SCALE
200
C501
STANDARD SETTING FOR 3IN. AND
4 IN. WATER METERS (SIDE VIEW)
CLASS B BEDDING
LOWER LIMIT OF
UNIFORM GRADED
CLASS A BEDDING
LOWER LIMIT OF
LOWER LIMIT OF
MATERIAL
TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS.
REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS,
SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS.
SUBDRAIN DETAIL
TRENCH WIDTH AS SPECIFIED
TRENCH WIDTH AS SPECIFIED
ROCK EXCAVATION
TRENCH WIDTH AS SPECIFIED
GRANULAR MATERIAL
UNSTABLE SUBGRADE
TRENCH WIDTH AS SPECIFIED
ROCK
1 1/2 IN.
COMPACTED
GRANULAR OR
TRENCH WALL
SLOPE
COMPACTED
MATERIAL GRANULAR
%%UNOTES:
2.
1.
6 IN. MIN.
4 IN. MIN.
\A1;1/8 PIPE O.D.
OR 4 IN. MIN.
SLOTTED PIPE
PERFORATED OR
GRAVEL
FILTER
BACKFILL
COMPACTED DENSELY
TRENCH WIDTH AS SPECIFIED
CLASS C BEDDING
TRENCH WIDTH AS SPECIFIED
\A1;1/4 PIPE O.D.
SLOPE
MATERIAL
COMPACTED
TRENCH DENSELY WALL
\A1;PIPE O.D. + 8 IN.
\A1;1/4 PIPE O.D.
MATERIAL
COMPACTED
DENSELY
SLOPE
TRENCH WALL
MATERIAL
\A1;PIPE O.D.
OR 6 IN. MIN.
\A1;1/8 PIPE O.D.
3000 CONCRETE P.S.I.
TRENCH WALL
LOWER LIMIT OF
UNIFORMLY
SELECTED GRADED
SLOPE
GRADED COMPACTED ROCK OR
MATERIAL
GRANULAR
COMPACTED
\A1;PIPE O.D.
TRENCH WALL
LOWER LIMIT OF
SLOPE
COMPACTED
DENSELY
FILTER
6 IN. MIN.
\A1;PIPE O.D.
\OR A1;4 1/IN. 8 PIPE MIN. O.D.
\A1;PIPE O.D.
BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC.
MATERIAL
LOWER LIMIT OF
TRENCH WALL
SLOPE
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
STORMWATER BEDDING REQUIREMENTS
1/12/00 D-1
SKC
NOT TO SCALE
204
C501
STORMWATER BEDDING REQUIREMENTS
NOT TO SCALE
205
C501
SHALLOW MANHOLE WITH FLAT TOP
BACK OF CURB
EXTEND WALK 6"
ON BOTH SIDES
OF WALK
SIDEWALK
(TYP.)
3'
6"
VARIES VARIES
3'-3"
OPENING PLAN 8'-6"
3'-3"
3"A
A
C
B B
C
(TYP.)
(TYP.)
(TYP.)
3/8" BRASS SCREW 18"O.C.
EDGE OF
STREET
12" R SLOPE 12" R
WITH COUNTERSUNK HEAD
FLUSH WITH PLATE
5/8" GALV.
SECTION A-A
SECTION B-B
VARIES
6"
WITH COUNTERSUNK HEAD FLUSH
3/8" BRASS SCREW-18" O.C.
ANCHOR 18"
#3 REBAR
1"
6"
3"x2"x3/8"
GALV.
ANGLE
3'-0"
5/8"
GALV.
PLATE
2'-0"
1/4"
WITH PLATE
3"
6"
SLOPE PLATE TO
0.5%%% SLOPE (MIN.)
VARIES
DETAIL 1
2'-0"
O.C.
SEE DETAIL 1
2
1
2
1
5/8" GALV. VARIES, SEE
STEEL PLATE
3"x2"x3/8"
GALV. ANGLE
BACK OF
EDGE OF
STREET
CURB
SLOPE VARIES
PLANS
EXPANSION
EXPANSION MATERIAL
MATERIAL
SECTION C-C
DEPRESSED
\A1;VARIES
#4@12" O.C.
#4@12" #4@12"
GUTTER
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700 NBJ
1/28/09 D-10B
METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND DETACHED SIDEWALK
NOT TO SCALE
206
C501
METAL SIDEWALK CUVERT FOR VERT. CURB &
GUTTER AND DETACHED SIDEWALK
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
SHALLOW MANHOLE WITH FLAT TOP
11/8/00 D-4
NBJ
PIPE SIZE MIN. MANHOLE
DIAMETER
24 IN. OR LESS
27 IN. TO 42 IN. (INCL.)
OVER 42 IN. 72 IN.
60 IN.
48 IN.
NOTE: MINIMUM INSIDE DIAMETER OF
MANHOLE SHALL BE AS FOLLOWS:
ALTERNATE BASE
POURED INVERT
RECAST MANHOLE
BASE
8 IN. MIN.
6 IN.
2 IN. MIN.
SLOPE
1 IN./FT.
BRICK &/OR CONCRETE
ADJUSTMENT SHIM
GROUTED INSIDE AND OUT
FLAT SLAB TOP SECTION
IN LIEU OF CONICAL TOP
ASTM C-478
MANHOLE SECTIONS
GROUT BASE TO CONE
INSIDE AND OUT
POURED CONCRETE
BASE
SEE NOTE
MANHOLE RUNGS
12 IN. O.C.
FINISHED GRADE
24 IN. RING AND COVER - 400 LB.
DENVER HEAVY BY MACLEAR
OR APPROVED EQUAL
8 IN.
1 FT.
5 FT. MAX.
16 IN. MAX
SLOPE
1 IN./FT.
18 IN. MAX
2 IN.
8 IN. MIN.
28 IN. MAX
ASTM C-478
AS NEEDED
NOT TO SCALE
207
C501
ORIFACE PLATE
ORIFICE OPENING
(8.5" Ø)
PLATE CENTERED
OVER PIPE OPENING
IN WALL
1
2" Ø HOLES FOR
3
8" Ø EXPANSION BOLTS
EMBEDDING 2" INTO
CONCRETE WALL @
6" O.C. MIN.
5
16" THICK
GALVANIZED
STEEL PLATE D
D+4"
D+4"
CONSTRUCTION DETAILS
A. Reese
B. Ruch
NTS
BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE.
GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW
INITIAL 12 IN. LIFT MIN.
PIPE O.D.
4 IN. MIN.
GRANULAR MATERIAL
BEDDING ZONE
%%UNOTE:
* INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH.
TRENCH WALL
LOWER LIMIT OF
SLOPING
TRENCH IN WIDTH SECTION AS 02221 SPECIFIED
*
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN BEDDING
REQUIREMENTS (DIP & PVC) 1
4/8/11
NOT TO SCALE
100
C500
WATER MAIN BEDDING
PIPE
SIZE BENDS TEE OR
DEAD
END
22 1/2%%D 45%%D 90%%D
6"
8"
12"
1.0
1.5
3.0
1.5
2.5
4.5
2.5
4.5
9.0
4.5
8.0
16.5
3.5
5.5
12.0
MINIMUM BEARING SURFACE AREA
(SQ. FT.)
Bearing surface areas shown in chart are minimum.
All fittings to be wrapped with polyethylene.
Pipe installed under conditions different from those
normally encountered shall require thrust blocks
designed for those particular conditions.
Thrust blocks on pipe larger than 16 inches diameter
shall be designed for conditions existing at the
installation site.
Refer to Section 03300 for concrete requirements.
1.
2.
3.
4.
5.
GENERAL NOTES:
UNDISTURBED
SOIL
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BOND BREAKER
POLYETHYLENE BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BEARING
SURFACE
SOIL
UNDISTURBED
BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
BEDDING
MATERIAL
2/3 DIA.
%%UTEE
%%UTYPICAL BEND
%%UTYPICAL CROSS-SECTION
%%UDEAD END
BEARING SURFACES ARE A MINIMUM REQUIREMENT
AND DO NOT RELIEVE DESIGN ENGINEER OF
RESPONSIBILITY TO DESIGN EACH THRUST BLOCK.
16" 4.8 9.6 18.9 34.7 24.5
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD CONCRETE
THRUST BLOCKS
2
4/8/11
NOT TO SCALE
101
C500
STANDARD CONCRETE THRUST BLOCKS
All residential water service shall be installed in the center of the lot
All water and sanitary sewer service shall have a minimum
of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit.
No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet
Use type K copper for the service from the corporation stop to a minimum of 5 feet
up to and including the curb stop. The owner is responsible for service from the
The City is responsible for maintaining the water main, corporation stop, and service piping
Locate curb box and meter pit according to the approved utility drawings.
Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of
Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC,
unless otherwise approved by the Utility.
horizontal separation of ten feet.
No couplings allowed between curb stop and meter setting.
curb stop, including the outlet coupling to the building.
construction or use a tapping saddle.
in which case, use a tapping saddle.
GENERAL NOTES
9.
8.
4.
6.
7.
5.
WATER MAIN
3.
2.
1.
IN FACE OF CURB
CUT 4 INCH CROSS
CORPORATION STOP FOR
PAVEMENT
CURB STOP
CURB
BOX
66 INCH MAX.
54 INCH MIN.
CURB, GUTTER AND
SIDEWALK
DISTANCE VARIES 1 FT.
PROPERTY OR EASEMENT LINE
GRADE
FINAL LANDSCAPED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
TYPICAL WATER SERVICE
11
4/12/11
1 1/2 INCH OR GREATER
CORPORATION STOP FOR 3/4
AND 1 INCH SERVICES
SERVICES
1 INCH SERVICES
NOT TO SCALE
102
C500
TYPICAL WATER SERVICE
DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION
NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR
SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% MINIMUM GRADE.
MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX.
ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER BOX WALL ON OUTLET SIDE.
GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER
TO 1/2 INCH ABOVE FINAL GRADE.
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING,
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
1.
2.
3.
4.
5.
6.
7.
14 IN. MIN. ALLOWED
CAST IRON FROST
PROOF METER BOX
COVER
COMPRESSION TYPE
CONNECTION
LOCK TYPE
INLET VALVE
TYPE "K"
COPPER
PIPING
48 IN.
10 IN.
INSTALL LID 1/2 INCH ABOVE
FINAL LANDSCAPED GRADE
FLOW
METER BOX
METER
GENERAL NOTES
2 FT. MAX.
CURB BOX
64 IN. (NO OR EXTENSIONS) ALTERATIONS
CAST IRON RECESSED LID
WITH WORM LOCK
RUBBER OR PLASTIC
INNER LID
NO TREES WITHIN 10 FEET OF METER BOX.
NO FOR FITTINGS MIN. OF 5 FT.
18 IN. MAX. ALLOWED
15 IN. RECOMMENDED
C.L. OF METER
CONNECTION
6 INCH LAYER OF GRAVEL
(3/4 IN.- 1 1/2 IN.) UNDER METER BOX
CURB STOP
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD EXTERIOR SETTING FOR
3/4 IN. AND 1 IN. WATER METERS 15
4/11/11
BASIN.
NOT TO SCALE
104
C500
GENERAL NOTES:
1/4" HOLE
IN HANDLE
1 1/2" BALL VALVE
6. %METER %INSTALLATION UPLAN DESIGN FOR 6 VIEW IN. AND LARGER METERS SHALL BE DETERMINED BY THE 1 1/UTILITY. 2" CAP
5. FOR IRRIGATION ONLY SERVICES, NO BYPASS ALLOWED.
4.
3.
GATE VALVES MUST OPEN RIGHT AND BE EPOXY COATED, RESILIENT SEAT WITH A HAND WHEEL ASSIST.
ALL PIPING WITHIN VAULT SHALL BE D.I.P. WITH FLANGED FITTINGS, EXCEPT FOR THE SOLID SLEEVES.
2. ALL JOINTS OUTSIDE OF VAULT SHALL BE RESTRAINED MECHANICAL JOINTS. (REFERENCE SECTION 02615)
1.
THE BUILDING IMMEDIATELY FOLLOWING THE MAIN SHUT OFF VALVE.
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE
7. LOCATION AND ALIGNMENT OF AMR POD(S) ON VAULT TOP CAN VARY.
%%UTEST-TEE SIDE VIEW
SEE DETAIL
TEST-TEE
BELOW LID)
24" DIA.
FOR H-20 BRIDGE LOADING
PRECAST CONCRETE VAULT DESIGNED
STRAINER
7'-0"
1'-6" 2'-6"
METER (PLACED
FLOW
SLEEVE
SOLID
VALVE
VALVE GATE
GATE
SLEEVE
SOLID
8'-6"
AMR POD(S) (FORD YOKE BOX
PART #YUC-7 WITH FORD
YOKE BOX LID PART #YL-TP
WITH 1 27/32" DIA. HOLE
AND REMOVABLE PLUG)
ANCHOR RODS
PROTECTIVE COATING
(TYP.) WITH
GATE
VALVE
FLOW
FLOW FLOW
ACCESS
OPENING
LADDER RUNG
VAULT ACCESS
PRECAST CONCRETE OR FOOTING CAST IN PLACE
18" DIA.
PERFORATED
PIPE SUMP
8. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (PLAN VIEW) 17A
4/11/11
NOT TO SCALE
105
C500
STANDARD EXTERIOR SETTING FOR
3/4 IN. AND 1 IN. WATER METERS
STANDARD SETTING FOR 3IN. AND
4 IN. WATER METERS (PLAN VIEW)
DESIGNATED SPRINKLER SERVICE
FLOW
5 FT. MIN.
METER
PIT
AIR-INJECTION PORT
(TOP OF PIPE MAX. 3/8"
PIT
METER
5 FT. MIN.
FLOW
SPRINKLER TAP OFF DOMESTIC SERVICE
SERVICE MAIN
VACUUM BREAKER
VACUUM BREAKER
(FROM OUTLET SIDE OF
METER PIT TO
SHUT-OFF VALVE TEE)
IRRIGATION SHUT-OFF VALVE
AIR-INJECTION
PORT DOWNSTREAM OF
VACUUM BREAKER
SPRINKLER TEE)
METER PIT TO
(FROM OUTLET SIDE OF
(STOP AND WASTE VALVE NOT PERMITTED)
IRRIGATION SHUT-OFF VALVE
(STOP AND WASTE VALVE NOT PERMITTED)
DIA. WITH CAP OR PLUG)
AIR-INJECTION PORT
(TOP OF PIPE MAX. 3/8"
DIA. WITH CAP OR PLUG)
(3/4" OR LARGER
RECOMMENDED)
RECOMMENDED)
(3/4" OR LARGER
PORT DOWNSTREAM OF
VACUUM BREAKER
AIR-INJECTION
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
SPRINKLER SYSTEM DETAIL
13
4/11/11
103 SPRINKLER SYSTEM DETAIL
C500
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CONTROL
IRR
/ / / / / / / /
TF
UP
UP
MAPLE STREET
(100' ROW)
MELDRUM STREET
(100' ROW)
ALLEY
(EXISTING 20' ROW)
CITY-REGULATED OLD TOWN
100-YR FLOODWAY
1.6%
1.3%
1.7%
1.1%
1.1%
1.3%
2.0%
1.6%
5.1%
9.7%
4.5%
1.7%
3.2%
1.8%
2.0%
1.2%
2.7%
2.5%
6.4%
8.7%
6.1%
1.7%
1.4%
2.5%
2.1%
2.0%
2.0%
2.0%
2.8%
SD
SD
SD
SD
SD
SD SD SD SD SD SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
CORRECTED EFFECTIVE
OLD TOWN FLOODPLAIN
(PENDING)
CORRECTED EFFECTIVE
OLD TOWN FLOODPLAIN
(PENDING)
1 - 6" RISER
2 - 6" RISERS
2.0%
0.9%
1.4%
FFE=91.00
FFE=91.00
FFE=91.00
FFE=91.00
FFE=91.00
FFE=89.23
88.75
(89.18)
90.02
89.92
89.91
89.87
89.80
89.75
88.57
(89.11)
(89.28)
(89.78)
90.67
91.00
91.00
90.82
91.00
91.00
91.00
91.00
91.00
90.94
90.30
91.00
91.00
89.52
88.91
90.28
90.15
90.15
89.32
89.42
89.33
89.34
89.10
90.35
89.78
89.27
89.50
89.22
90.30
91.00
(90.07)
90.75
90.83
90.67
FFE=91.00
(89.25)
(89.20)
(88.75)
88.89
90.97
90.96
89.39
89.38
89.42
89.26
89.15
90.73
89.18
89.23
89.29
89.44
89.49
89.36
89.33
89.29
89.34
89.35
89.38
89.71
89.66
89.67
89.31
88.68
89.17
89.10
89.52
(89.74)
89.82
90.59
(90.02)
88.42
88.60
88.68
88.72
88.89
(88.41)
(90.36)
90.59
(90.59)
(90.59)
90.82
91.00
90.85
91.00
90.80
90.27
91.00
91.00
90.36
89.42
90.67
90.28
89.70
90.00
(88.94)
(88.96)
(89.03)
89.33
89.14
89.47
88.94
(90.01)
(90.99)
(90.96)
(89.21)
(91.00)
(90.90)
90.92
90.81
90.91
90.89
90.79
90.78
90.88
90.70
90.48
90.52
90.74
90.84
91.00
90.17
90.27
90.57
90.13
90.94
90.30
(90.07)
(90.12)
(90.05)
90.09
90.59
90.09
(90.07)
(89.79)
(89.68)
88.77
90.30
89.94
89.81
(89.85)
(89.84)
(89.93)
90.29
89.58
AREA DRAIN
88.89
89.41
89.27
90.50
90.50
90.50
90.47
AREA DRAIN
AREA DRAIN
AREA DRAIN
AREA DRAIN
AREA DRAIN
AREA DRAIN
90.97
EXISTING CITY REGULATED OLD TOWN
100-YR FLOOD PLAIN BOUNDARY
(CORRECTION PENDING)
(88.89)
(88.83)
(88.93)
(88.98)
(88.70)
LANDSCAPE
BUFFER
LANDSCAPE
BUFFER
LANDSCAPE
BUFFER
LANDSCAPE
BUFFER
LANDSCAPE
BUFFER
LANDSCAPE
BUFFER
LANDSCAPE
BUFFER
89.33
90.15
2.2%
2.1%
1.2%
STORM DRAIN A
SEE SHEET C301
PROPOSED
AREA INLET
PROPOSED
AREA INLET
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 14, 2016
PROJECT:
574-007
Sheet
Of 15 Sheets
MAPLE MIXED USE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
9/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C400
GRADING PLAN
A. Reese
B. Ruch
1"=10'
NORTH
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. THE LOWEST FLOOR (INCLUDING ANY BASEMENT OR CRAWL SPACE) AND ALL HVAC
EQUIPMENT SHALL BE FLOOD PROTECTED ABOVE THE REGULATORY FLOOD
PROTECTION ELEVATION.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SWALE
F
WASHINGTON PARK, LLC
301 N. HOWES STREET
WASHINGTON PARK, LLC
301 N. HOWES STREET
WASHINGTON PARK, LLC
301 N. HOWES STREET
STMH A1 (FLAT TOP)
STA 10+00.00
N: 132396.93
E: 193487.14
INLET A3
STA 11+32.97
N: 132500.81
E: 193458.40
15"x6" INSERTA TEE
STA 10+46.91
N: 132443.85
E: 193487.37
46.91 LF 15" RCP @ 0.40%
29.24 LF
15" RCP
@ 0.40%
56.82 LF 15" RCP @ 0.40%
MAPLE STREET
(100' ROW)
ALLEY
(20' ROW)
EXISTING 15" STORM
EXISTING 16" WATER
APPROXIMATE LOCATION
OF EXISTING GAS LINE
APPROXIMATE LOCATION
OF EXISTING ELECTRIC LINE
APPROXIMATE LOCATION
OF EXISTING CABLE LINE
PROPOSED SUBDRAIN
SEE SHEET C300
PROPOSED
ORIFICE TRANSFORMER
PLATE
PRIVATE
STORM DRAIN
54.26 LF 15" RCP @ 0.40%
INLET A4
STA 11+87.23
N: 132555.07
E: 193458.67
STMH A2 (FLAT TOP)
STA 11+03.73
N: 132500.66
E: 193487.63
PUBLIC
STORM DRAIN
4975
4980
4985
4990
4995
5000
5005
4975
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00 12+00
PROPOSED
GROUND
EXISTING
GROUND
STA.=10+07.03
TOP= 4983.8±
EX. 16" WATER LINE
(ELEVATIONS NOT VERIFIED)
STA.=10+15.39
INV.= 4984.8±
EX. GAS LINE
(ELEVATIONS NOT VERIFIED)
29.24 LF 15" RCP @ 0.40%
56.82 LF 15" RCP @ 0.40%
15"x6" INSERTA TEE
STA 10+46.91
INV. 4985.90 (W)
INV. 4985.52 (N)
INV. 4985.52 (S)
46.91 LF
15" RCP
@ 0.40%
STMH A1 (FLAT TOP)
STA 10+00.00
RIM 4989.1±
INV. IN 4985.34 (N)
INV. IN 4982.71 (W)
INV. OUT 4982.71 (E)
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
ELECTRIC
STA.=10+25.59 CABLE
STA.=10+27.87
18" MIN.
6" MIN.
54.26 LF 15" RCP @ 0.40%
INLET A3
STA 11+32.97
FL. EL 4988.9±
INV. IN 4985.87 (N)
INV. OUT 4985.87 (E)
INLET A4
STA 11+87.23
FL. EL 4988.9±
INV. OUT 4986.08 (S)
STMH A2 (FLAT TOP)
STA 11+03.73
RIM 4989.1±
INV. IN 4985.75 (W)
INV. OUT 4985.75 (S)
ORIFICE
PLATE
PUBLIC STORM DRAIN PRIVATE STORM DRAIN
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 14, 2016
PROJECT:
574-007
Sheet
Of 15 Sheets
MAPLE MIXED USE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
9/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C301
PLAN & PROFILE
STORM DRAIN A A. Reese
B. Ruch
1"=20'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=20'
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOT LINE
EXISTING EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
PROPOSED EASEMENT LINE
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
STORM DRAINS, 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. CONTRACTOR SHALL VERIFY MINIMUM 18" SEPARATION BETWEEN EXISTING WATER
LINE AND PROPOSED STORM DRAIN PIPE. IF MINIMUM SEPARATION REQUIREMENT
BETWEEN UTILITIES IS NOT MET, CONTRACTOR SHALL CASE WATER LINE PER CITY
OF FORT COLLINS REQUIREMENTS.
PROPOSED RIGHT OF WAY
PROPOSED NON-POTABLE IRRIGATION NP
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
STORM DRAIN A
E
E
E
E E
E
E
E
E
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
I
RR
SS
SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS
ST
ST ST ST ST ST ST ST ST
ST ST ST ST ST ST
ST
ST ST ST
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
WASHINGTON PARK, LLC
301 N. HOWES STREET
JESS L & DICK L. GRIES
312 N. MELDRUM STREET
CITY OF FORT COLLINS
300 LAPORTE AVENUE
WASHINGTON PARK, LLC
301 N. HOWES STREET
WASHINGTON PARK, LLC
301 N. HOWES STREET
JAMES E. & CAROL S. BURRILL
305 MAPLE STREET
SS
S
SS
S
SS
S
W
W
W W
W W W W
TF
UP
UP
VAN
MAPLE STREET
(100' ROW)
MELDRUM STREET
(100' ROW)
ALLEY
(20' ROW)
SD
SD
SD
SD
SD
SD
SD
SD SD
SD SD SD
SD SD SD SD
W
W
F
F
15"x6" INSERTA TEE
INV. IN=4985.90 (W)
INV. IN=4985.52 (N)
INV. OUT=4985.52 (S)
FG=4988.82
BASIN 1
INV. IN=4985.99 (W)
INV. OUT=4985.99 (E)
FG=4988.89
BASIN 1-1
INV. IN=4986.21 (W)
INV. OUT=4986.21 (E)
FG=4989.41
43.91 LF 6" PVC @ 0.50%
18.67 LF 6" PVC @ 0.50%
52.27 LF 6" PVC @ 0.50% 73.17 LF 6" PVC @ 0.50%
BASIN 1-2
INV. IN=4986.58 (W)
INV. OUT=4986.58 (E)
FG=4989.27
90° BEND
INV. IN=4986.84 (N)
INV. OUT=4986.84 (E)
FG=4990.70
41.08 LF 6" PVC @ 0.50%
BASIN 1-3
INV. IN=4987.04 (N)
INV. OUT=4987.04 (S)
FG=4990.50
39.33 LF 6" PVC @ 0.50%
BASIN 1-4
INV. IN=4987.24 (N)
INV. OUT=4987.24 (S)
FG=4990.50
35.58 LF 6" PVC @ 0.50%
BASIN 1-5
INV. IN=4987.42 (N)
INV. OUT=4987.42 (S)
FG=4990.50
19.69 LF
6" PVC
@ 0.50%
BASIN 1-6
INV. OUT=4987.52 (S)
FG=4990.47
SAN MH
RIM=4991.09
INV IN=4981.10 (S) 6" CIP
INV IN=4979.99 (N) 6" CIP
INV IN=4979.54 (W) 12" CIP
INV OUT=4979.54 (E)
APPROXIMATE LOCATION OF
EXISTING GAS LINE
APPROXIMATE LOCATION OF
EXISTING 8" WATER LINE
EXISTING 3
4" WATER
SERVICE TO BE REUSED
FOR IRRIGATION
EXISTING SANITARY SERVICE
TO BE REUSED
EXISTING WATER SERVICE (TYP.)
EXISTING WATER SERVICE (TYP.)
APPROXIMATE LOCATION OF
EXISTING 12" SANITARY SEWER
APPROXIMATE LOCATION OF
EXISTING 16" WATER LINE
EXISTING SANITARY SERVICE
TO BE REUSED
APPROXIMATE LOCATION OF
EXISTING ELECTRIC LINE
TO BE RELOCATED OR
ABANDONED AS NEEDED
APPROXIMATE LOCATION OF
EXISTING GAS LINE
EXISTING ELECTRIC FACILITIES
EXISTING ELECTRIC LINE
EXISTING CABLE LINE
PROPOSED ELECTRIC
TRANSFORMER
APPROXIMATE LOCATION OF
EXISTING 6" SANITARY SEWER
PROPOSED 6"
FIRE SERVICE
EXISTING 3
4" WATER SERVICE
TO BE REUSED FOR COMMERCIAL
PROPOSED 3"
RESIDENTIAL WATER SERVICE
APPROXIMATE LOCATION OF
EXISTING 15" STORM SEWER
STORM DRAIN A
SEE SHEET C301
EXISTING WATER SERVICE
FOR ADJACENT PROPERTY
EXISTING SANITARY SERVICE
FOR ADJACENT PROPERTY
CONNECT TO EXISTING WATERLINE
USING 16"x6" TAPPING SADDLE
w/TB & 6" GV (N)
N:132404.17
E:193451.19
CONNECT TO EXISTING WATERLINE
USING 16"x4" TAPPING SADDLE
w/TB & 4" GV (N) & 4"x3" REDUCER
N:132404.14
E:193457.19
APPROXIMATE LOCATION OF
EXISTING CABLE LINE
TO BE RELOCATED OR
ABANDONED AS NEEDED
PROPOSED SUBDRAIN
PROPOSED SUBDRAIN
PROPOSED CATCH BASIN (TYP.)
N:132439.86
E:193485.22
N:132440.80
E:193295.32
N:132590.80
E:193296.01
N:132589.85
E:193485.97
SAN MH
RIM=4989.55
INV IN=4978.61 (S) 6" CIP
INV IN=4977.93 (W)
INV OUT=4977.85 (E)
LANDSCAPE
BUFFER (TYP.)
LANDSCAPE
BUFFER (TYP.)
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PUBLIC STORM DRAIN
PRIVATE STORM DRAIN
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 14, 2016
PROJECT:
574-007
Sheet
Of 15 Sheets
MAPLE MIXED USE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
9/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
C300
UTILITY PLAN
A. Reese
B. Ruch
1"=20'
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 CITY OF FORT COLLINS
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. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS
WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE
LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL
ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF
MATERIALS.
10. ALL SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON
BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
11. 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.
12. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443/C877
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON
THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR-35 OR APPROVED EQUAL.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
14. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, FIBER, GAS,
AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY
PROVIDERS TO FACILITATE THE INSTALLATION OF THE PROPOSED STORM DRAIN,
GREASE TRAP, AND UTILITY SERVICES.
EXISTING WATER MAIN
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE & CURB STOP
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING LOTLINE
APPROXIMATE GAS METER LOCATION GM
W
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
APPROXIMATE ELECTRIC METER LOCATION EM
ST
PROPOSED SUBDRAIN SD
EXISTING PAVEMENT TO BE REMOVED
PROPOSED FIRE DEPARTMENT CONNECTION FDC
PROPOSED GAS G
PROPOSED ELECTRIC E
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
9' 10' 9' 10'
15'
19'
19'
20' DRIVE
AISLE
20' DRIVE
AISLE
22' DRIVE
AISLE
3 SPACES
@ 9' EA.
3 SPACES
@ 9.5' EA.
4 SPACES
@ 9' EA.
2 SPACES
@ 10.5' EA.
9'
3 SPACES
@ 9.5' EA.
3 SPACES
@ 9.5' EA.
4 SPACES
@ 9' EA.
4 SPACES
@ 9' EA. 10' 9' 10'
2 SPACES
@ 9' EA.
2 SPACES
19' @ 9' EA.
PROPOSED FENCE
PROPOSED 30" CURB AND GUTTER
C200
PAVING & STRIPING PLAN
A. Reese
B. Ruch
1"=20'
LEGEND:
EASEMENTS
NOTES:
1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT
SPECIFICATION MANUAL.
3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
4. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
5. ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
6. PRIVATE CONCRETE DRIVE AISLES/PARKING STALLS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ACI 330R-08.
PUBLIC CONCRETE FLATWORK
PROPOSED VERTICAL CURB & GUTTER
PRIVATE CONCRETE FLATWORK
PROPERTY BOUNDARY
PRIVATE CONCRETE PAVING
PROPOSED LOT LINE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 14, 2016
PROJECT:
574-007
Sheet
Of 15 Sheets
MAPLE MIXED USE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
9/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EXISTING CONCRETE FLATWORK
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T
T
T
WV
W
C
S
WV
WV
W
W
C
S
W
C
S
E
G
VAULT
ELEC
FO
VAULT
ELEC
S S
ELEC
ELEC E
BRKR
C
S
W
G G
CONTROL
IRR
AC
VAULT
E ELEC
C
VAULT
ELEC
T
E
G
W
W
X
X X
X
X
X
X
X
X
X
E
E E E
E
X
E
E E
E
E E
E
G
G G G G G
CTV
CTV
CTV
CTV
CTV
E
E
E
E
E
E E
E
W
G G
G
W
G G G G
G
G G
G
G
G
G
G
W W
W W
W
W
W
W
W
W W W
W
W
W W
W
W
W
E
E
E
E
E
E
E
E E
E
E
E
E
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
IRR
SS
SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS
ST
ST ST ST ST ST ST ST ST
ST ST ST ST ST ST
ST
ST ST ST
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
WASHINGTON PARK, LLC
301 N. HOWES STREET
JESS L & DICK L. GRIES
312 N. MELDRUM STREET
CITY OF FORT COLLINS
300 LAPORTE AVENUE
WASHINGTON PARK, LLC
301 N. HOWES STREET
WASHINGTON PARK, LLC
301 N. HOWES STREET
JAMES E. & CAROL S. BURRILL
305 MAPLE STREET
SS
S
SS
S
SS
S
SS
S
W
W
W W
W W W W
MAPLE STREET
(EXISTING 100' ROW)
MELDRUM STREET
(EXISTING 100' ROW)
EXISTING HOUSE
TO BE REMOVED
ALLEY
(20' ROW)
EXISTING SHED
TO BE REMOVED
EXISTING CONCRETE SIDEWALK
TO REMAIN
EXISTING CONCRETE SIDEWALK
TO BE REMOVED
EXISTING CURB & GUTTER
TO REMAIN
EXISTING DRIVE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING 8" WATER MAIN
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING ELECTRICAL FACILITIES
TO BE REMOVED
EXISTING STEEL CHASE COVER
TO BE REMOVED
EXISTING TIMBER BORDER
TO BE REMOVED
EXISTING CONCRETE WALL
TO BE REMOVED
EXISTING AIR CONDITIONER
TO BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
EXISTING CURB AND GUTTER
TO BE REMOVED
EXISTING 3
4" WATER SERVICE
TO BE REUSED FOR IRRIGATION
EXISTING WATER SERVICE
TO BE REMOVED
EXISTING GAS LINE TO BE
ABANDONED PER XCEL STANDARDS
EXISTING GAS FACILITY
TO BE REMOVED
APPROXIMATE LOCATION OF
EXISTING 6" SANITARY LINE
EXISTING CABLE LINE
APPROXIMATE LOCATION OF
EXISTING GAS LINE
EXISTING WATER SERVICE (TYP.)
EXISTING WATER SERVICE (TYP.)
PAVEMENT REMOVAL AREA
EXISTING BUILDING
TO BE REMOVED
EXISTING UTILITY POLES
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING STRUCTURES
TO BE REMOVED
EXISTING SANITARY SERVICE
TO BE REUSED
PAVEMENT REMOVAL AREA
CITY-REGULATED OLD TOWN
100-YR FLOODWAY
EXISTING WATER SERVICE
FOR ADJACENT PROPERTY
EXISTING SANITARY SERVICE
TO BE REMOVED
PAVEMENT SAWCUT LINE
EXISTING GAS LINE TO BE
ABANDONED PER XCEL STANDARDS
EXISTING 3
4" WATER SERVICE
TO BE REMOVED
EXISTING SANITARY SERVICE
TO BE REUSED
EXISTING CURB & GUTTER
TO REMAIN
EXISTING UTILITY POLE
TO REMAIN
EXISTING ELECTRIC FACILITIES
APPROXIMATE LOCATION OF
EXISTING GAS LINE
EXISTING EXISTING 15" STORM SEWER
3
4" WATER SERVICE
TO BE REUSED EXISTING 16" WATER MAIN
EXISTING 12" SANITARY SEWER
EXISTING UTILITY POLE
TO BE REMOVED
EXISTING CURB AND GUTTER
TO BE REMOVED
PAVEMENT SAWCUT LINE
EXISTING ELECTRIC LINE
APPROXIMATE LOCATION OF
EXISTING SANITARY SERVICE
FOR ADJACENT PROPERTY
EXISTING CONCRETE PAN
EXISTING EDGE OF ASPHALT
EXISTING SIDEWALK
TO BE REMOVED
PAVEMENT REMOVAL AREA
PAVEMENT SAWCUT LINE
EXISTING ASPHALT PAVING
PAVEMENT REMOVAL AREA
PAVEMENT SAWCUT LINE
EXISTING CITY REGULATED OLD TOWN
100-YR FLOOD PLAIN BOUNDARY
(CORRECTION PENDING)
EXISTING CITY REGULATED OLD TOWN
100-YR FLOOD PLAIN BOUNDARY
(CORRECTION PENDING)
CITY-REGULATED OLD TOWN
100-YR FLOODWAY
EXISTING CITY REGULATED OLD TOWN
100-YR FLOOD PLAIN BOUNDARY
(CORRECTION PENDING)
CORRECTED EFFECTIVE
OLD TOWN FLOODPLAIN
(PENDING)
CORRECTED EFFECTIVE
OLD TOWN FLOODPLAIN
N:132439.86 (PENDING)
E:193485.22
N:132589.85
N:132590.80 E:193485.97
E:193296.01
N:132440.80
E:193295.32
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 14, 2016
PROJECT:
574-007
Sheet
Of 15 Sheets
MAPLE MIXED USE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
9/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FIELD SURVEY BY:
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NO. 574-007
DATE: SEPTEMBER 2015
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H Y
D
CONTROL
IRR
H2O
G
C100
& DEMOLITION PLAN
EXISTING CONDITIONS A. Reese
B. Ruch
1"=20'
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
7. REFER TO LANDSCAPE PLANS FOR TREE PROTECTION AND MITIGATION.
8. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRE
REMOVAL. COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE
REMOVED SHOULD BE COORDINATED WITH THE CITY FORESTER. REFER TO
LANDSCAPE PLANS AND TREE MITIGATION PLAN FOR ADDITIONAL INFORMATION.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
10. ABANDONMENT OF EXISTING SERVICES SHALL BE ABANDONED AT THE MAIN.
COORDINATE ABANDONMENT OF EXISTING WATER SERVICES IN MELDRUM STREET
WITH WATER UTILITIES CREW (970) 221-6700.
11. COORDINATE ABANDONMENT OF EXISTING GAS SERVICES IN MELDRUM STREET
WITH XCEL ENERGY (970) 225-7857.
EXISTING TREES (TO REMAIN)
EXISTING TREES (TO BE REMOVED OR RELOCATED)
EXISTING LOT LINE
TERRACON CONSULTANTS, INC.
GEOTECHNICAL ENGINEERING REPORT
PROPOSED THREE-STORY BUILDING 302 NORTH
MELDRUM STREET & 320 WEST MAPLE STREET
FORT COLLINS, COLORADO
PROJECT NO. 20066043
DATE: NOVEMBER 16, 2006
SUBSURFACE EXPLORATION BY:
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:
PROJECT DATUM: NAVD 88
City of Fort Collins Benchmark 10-00
On the back of walk at the handicap ramp, at the north end of Sherwood St. at the entrance to Martinez Park, approximately 180 ft. north of the
centerline of the south R.R. track.
Elevation = 4991.61
City of Fort Collins Benchmark 36-97
On the west end of the south headwall of the bridge over the New Mercer Canal at Vine Drive, just east of Mercer Drive
Elevation = 5064.31
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical
datums.
IF NGVD29 Unadjusted datum is required for any purpose, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.18' (BM 10-00)
NGVD29 Unadjusted = NAVD88 - 3.17' (BM 36-97)
Basis of Bearing
West line of Lot 1 as bearing North 00°15'41" East (Assumed Bearing)
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like
kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the
issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large
patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,
including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Proposed Variances are listed as follows:
a. Alley Utility Easement - 5' (Standard alley utility easement is 8')
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
16. For additional information see separate Stormwater Management Plan / Erosion Control Report for Maple Mixed Use.
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 Maple Mixed Use dated September 14, 2016 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 and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of
construction.
2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water
utility.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The
HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be
installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City
Water Detail 25.
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C002
CONSTRUCTION NOTES
GENERAL & A. Reese
B. Ruch
NTS
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 14, 2016
PROJECT:
574-007
Sheet
Of 15 Sheets
MAPLE MIXED USE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
9/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
PROJECT BENCHMARKS:
BEING A REPLAT OF LOT 1, SOLAR VILLAGE MAPLE, LOCATED IN THE NORTHEAST QUARTER OF SECTION 11, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
MAPLE MIXED USE
OWNER/APPLICANT
CONTACT INFORMATION
PROJECT TEAM:
SITE ENGINEER
Nick Haws, PE, LEED AP
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SURVEYOR
Eric Smith, PLS
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
CONTACT INFORMATION
PROJECT TEAM:
Alex Schuman
Schuman Companies, Inc.
605 S. College Avenue, Suite 100
Fort Collins, CO 80524
(970) 219-1493
SHEET INDEX
C001
UTILITY PLANS FOR
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
ARCHITECT
Dave Richer
Terracon Consultants, Inc.
1901 Sharp Point Drive
Fort Collins, Colorado 80525
(970) 484-0359
Terracon Consultants, Inc.
Geotechnical Engineering Report
Proposed Three-Story Building 302 North Meldrum Street & 320 West Maple Street
Fort Collins, Colorado
Project No. 20066043
Date: November 16, 2006
SUBSURFACE EXPLORATION BY:
COVER SHEET
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
Russell + Mills Studios
Paul Mills
141 S. College Avenue, Suite 104
Fort Collins, CO 80524
(970) 484-8855
PLANNER/
LANDSCAPE ARCHITECT
C001
COVER SHEET
A. Reese
B. Ruch
NTS
C002 GENERAL & CONSTRUCTION NOTES
C100 EXISTING CONDITIONS & DEMOLITION PLAN
C200 PAVING & STRIPING PLAN
C300 UTILITY PLAN
C400 GRADING PLAN
C301 STORM DRAIN A
PLAN & PROFILE
alm2s
Chad Koscinski, AIA
712 Whalers Way
Building B, Suite 100
Fort Collins, CO 80525
(970) 223 - 1820
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 14, 2016
PROJECT:
574-007
Sheet
Of 15 Sheets
MAPLE MIXED USE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
9/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
E N G I N E E R I N G
N O R T H E RN
E N G I N E E R I N G
N O R T H E RN
russell mills
studios
+
C600 DRAINAGE EXHIBIT
C700 EROSION CONTROL PLAN
C701 EROSION CONTROL DETAILS
C500-C503 CONSTRUCTION DETAILS
GEOTECHNICAL ENGINEER
GAS----------------- Xcel Energy----------------------------- Pat Kreager (970) 225-7840
ELECTRIC-------- City of Fort Collins Light & Power-- Luke Unruh (970) 416-2724
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
C702 FLOODPLAIN EXHIBIT