HomeMy WebLinkAboutMANHATTAN TOWNHOMES, SECOND FILING - PDP/FDP - FDP150021 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSHORSETOOTH RD.
COLLEGE AVE. (U.S. 287)
MASON ST.
MANHATTAN AVE.
TROUTMAN PKWY.
McCLELLAND DR
CS1
COVER SHEET
A. Reese
B. Ruch
N/A
JUNE 2015
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
VICINITY MAP
NORTH 1"=1500'
Northern Engineering Services, Inc.
Project No. 1124-001
Date: October 28, 2013
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
CONTACT INFORMATION
COVER SHEET
SHEET INDEX
CS1
CS2 GENERAL & CONSTRUCTION NOTES
PV1 PRIVATE STRIPING & PAVING PLAN
R1 MANHATTAN AVENUE
UTILITY PLANS FOR
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
CS2
CONSTRUCTION NOTES
GENERAL AND A. Reese
B. Ruch
N.A.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
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,
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D1
UTILITY DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
102
D1
FIRE HYDRANT INSTALLATION
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
D2
UTILITY DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
200
D2
CP TEST AND LOCATOR STATION BOX
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
NOT TO SCALE
201
D2
VALVE EXTENSION
NOT TO SCALE
203
D2
SERVICE WYE
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
SIDE VIEW
D3
SITE DETAILS
A. Reese
B. Ruch
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
301 CURB AND GUTTER / SIDEWALK STANDARD DRIVEWAY APPROACH (TYPE I)
D3
302
D3
7 3/8" (L) 1 3/8"
17"
6"
3 3/8"
14"
FL
R 16"
R 16"
DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK
31"
See Drawing 1601
10 3/4"(L)
R 16"
DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK
18" 18"
3 3/8"
1 3/8"
6"
R 16"
FL
14"
6"
17"
1 1/2"
5' (L)
8 5/8" (F.C.)
7 1/4" F.C.
12" (F.C.)
Slope to curb 1/4"/Ft.
1' min. (F.C.)
48:1 min.
4:1 max.
Excavation
Fill
1' min.
2' min.
1/4"/Ft.
CURB & GUTTER IN A CUT OR FILL
DATE: 03/01/02
CURB AND GUTTER/SIDEWALK
URBAN AREA
D4
SITE DETAILS
A. Reese
B. Ruch
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
402
D4
TRUNCATED DOME WARNING FOR ACCESS RAMPS
NOT TO SCALE
401
D4
SIDEWALK DETAIL
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
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
NOT TO SCALE
400
D4
STANDARD SIDEWALK
City Engineer Date
Date
Date
Date
Date
D5
DRAINAGE DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
500
D5
STORM BEDDING REQUIREMENTS
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
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
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ER2
EROSION CONTROL DETAILS
A. Reese
B. Ruch
N.A.
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 17, 2015
PROJECT:
1124-001
Sheet
Of 16 Sheets
MANHATTAN TOWNHOMES, SECOND FILING
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
06/17/15
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
VEHICLE CONTROL TRACKING PAD
NOT TO SCALE
MANHOLE
ROCK BERM SHALL
2"x 4" WOOD STUD EXTENDED
INTO CONCRETE BLOCKS
WIRE ENCLOSED
1 1/2" WASHED ROCK CONCRETE
BLOCKS
CURB INLET
GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD
OVERFLOW
FILTERED
RUNOFF
%%uSECTION A-A
A
A
%%uPLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%%uSECTION B-B
%%uPLAN VIEW
B
B
ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
CURB AND GUTTER
BE PLACED TIGHTLY
AGAINST CURB FACE
GRAVEL FILTER
1/2" TO 1" BELOW TOP OF CURB
TUBULAR
MARKER
IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED.
TUBULAR
MARKER
TUBULAR
MARKER
\A1;3'
\A1;2'
CURB INLET
WIRE ENCLOSED
SETTLED
RUNOFF
GRAVEL FILTER
CURB INLET MANHOLE
{CURB INLET BLOCK AND GRAVEL FILTER
(INLET IN SUMP)}
INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48
HOURS AFTER PAVING IS PLACED.
WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF
INLET PROTECTION IN STREETS.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN
5" MAX
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
CURB INLET PROTECTION
NOT TO SCALE
IP
WATTLE INSTALLATION
NOT TO SCALE
%%UWATTLES - DETAIL A
FLOW
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE
THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A
HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE
NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN
STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE
STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE
THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY
HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE
STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A" WATTLE "B"
1' 2'
TYP.
1' 1'
%%UWATTLES - DETAIL B
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
ROCK WATTLE
LIP OF GUTTER
SIDEWALK EXISTING OR
PROPOSED INLET
TOP BACK CURB
FLOW LINE
%%uCURB INLET WATTLE PROTECTION SETUP%%u
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
LIP OF GUTTER
ROCK WATTLE
AT 45 DEG. TO CURB
SIDEWALK
TOP BACK CURB
FLOW LINE
SIDEWALK
TOP BACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS.
2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP.
LIP OF GUTTER
ROCK WATTLE
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT
PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN
FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD,
ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON
STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A
STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY
SOIL USE A 24" STAKE.
SNUG WITH WATTLE.
W3 NOTE:
IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A
BMP SHOULD BE USED TO PREVENT SEDIMENT FROM
ENTERING THE INLET
1"x 1" WOOD STAKES
18"-24"
W1
THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT
ACCUMULATED BEHIND WATTLE AS NECESSARY.
SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE.
WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY.
WATTLE MAINTENANCE NOTES:
1.
2.
3.
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB
END SHALL ABUT TIGHTLY
TO BACK OF CURB
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
4' MAX.
{\LIMPERMEABLE INSTALLATION}
SEDIMENT
DEPOSITION ZONE
W3
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
W4
W3, W4 & W5 NOTES:
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED
CORE.
2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS.
3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON
WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND
SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
W5
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET
%%UCONCRETE CHASE/TRICKLE CHANNEL SETUP
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
%%UCURBSIDE CHECKDAMS SETUP
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 SIGN EXCEPT "CONSTRUCTION AT VTC ENTRANCE"
\A1;R=5'
PAVED SURFACE
\A1;20' MIN.
A
SECTION A
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. 3" - 6" ROCK
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
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.
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.
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
CONCRETE WASHOUT AREA
NOT TO SCALE
CWA
9
ER2
2
ER2
5
ER2
3
ER2
WATTLE
WATTLE
OR
NOTE:
INSTALLATION OF WATTLE STAKES
MAY VARY
WITH NO GAPS (TYP.)
TIGHTLY ABUTTING
INLET
%%UPLAN VIEW
ENTRENCH 3"
FLOW FLOW
NOTE:
ENTRENCH WATTLE 3" INTO
NATURAL GROUND AT THE OUTSIDE
EDGE OF CONCRETE APRON
IP
WP
STORMWATER
SECTION G-G
STAKE
WATTLE
STAKE
G
PLAN
END FLARED SECTION
WATTLE
END SECTION
FLARED
G
IP
FES INLET PROTECTION
NOT TO SCALE
7
ER2
DROP INLET PROTECTION
NOT TO SCALE
6
ER2
SOIL RIPRAP SCHEDULE
NOT TO SCALE
NOTE: COORDINATE STABILIZATION TOPSOIL, SEED, AND MULCH WITH LANDSCAPE ARCHITECT.
1
ER2
NOT TO SCALE
SOIL RIPRAP INSTALLATION
TYPE H
TYPE M
TABLE I
CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP
RIPRAP
DESIGNATION % SMALLER THAN GIVEN SIZE BY WEIGHT INTERMEDIATE ROCK DIMENSIONS (INCHES) d 50 (INCHES)*
TYPE VH
50 * d = MEAN PARTICAL SIZE (INTERMEDIATE DIMENSION) BY WEIGHT.
35-50
2-10
50-70
70-100
12
4
18
21
12
24
18
50-70 24
35-50
2-10
50-70
2-10
70-100
35-50
24
9
33
6
42
18
70-100 30
TABLE II
GRADATION FOR GRANULAR BEDDING
U.S. STANDARD TYPE I CDOT SECT. 703.01 TYPE II CDOT SECT. 703.09 CLASS A
SIEVE SIZE
3 INCHES
1 1/2 INCHES
3/4 INCHES
3/8 INCHES
#4
#16
#50
#100
#200
-- PERCENT WEIGHT BY PASSING SQUARE-MESH SIEVES
--
--
100
95-100
45-80
10-30
2-10
0-2
90-100
--
20-90
--
0-20
--
--
--
0-3
M (d = 12 IN.)
H (d = 18 IN.)
VH (d = 24 IN.)
TABLE III
THICKNESS REQUIREMENTS FOR GRANULAR BEDDING
U.S. STANDARD SIEVE SIZE FINE-TYPE GRAINED I PERCENT TYPE SOILS* WEIGHT BY II PASSING SQUARE-MESH SIEVES
COURSE-GRAINED SOILS**
4
6
6
6
8
8
50
5500 TYPE II
\A1;2\'50 \A1;SEE TABLE A1;2*d III
\A1;SEE TABLE III
STABILIZATION
TOPSOIL
FLARED END SECTION (TYP.)
GRANULAR BEDDING
STABILIZATION
TOPSOIL
TYPE II BEDDING
TYPE I BEDDING
GRANULAR BEDDING
CONCRETE CUTOFF WALL
SOIL RIPRAP AT PIPE OUTLET
{WITH CUTOFF WALL}
SOIL RIPRAP AT PIPE OUTLET
{WITHOUT CUTOFF WALL}
* MAY SUBSTITUTE ONE 12-INCH LAYER OF TYPE II BEDDING.
THE SUBSTITUTE OF ONE LAYER OF TYPE II BEDDING SHALL
NOT BE PERMITTED AT DROP STRUCTURES. THE USE OF A
COMBINATION OF FILTER FABRIC AND TYPE II BEDDING AT
DROP STRUCTURES IS ACCEPTABLE.
** FIFTY PERCENT OR MORE BY WEIGHT RETAINED ON THE
#40 SIEVE.
\A1;12" MIN.
COMPACT BACKFILL
TO 95% STANDARD
PROCTOR
STAPLES
FABRIC
SOIL
STAPLES
FABRIC
STABILIZATION
TOPSOIL
{\LFILTER FABRIC PLACEMENT AND LAP DETAIL}
{\LLAP DETAIL}
MIX UNIFORMLY 65% ORDINARY RIPRAP WITH 35% STABILIZATION TOPSOIL PRIOR TO PLACEMENT. STABILIZATION TOPSOIL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. PLACE STONE-SOIL MIX TO RESULT
IN SECURELY INTERLOCKED ROCK AT THE DESIGN THICKNESS AND GRADE. PLACE TWO LIFTS (MINIMUM) WITH LARGER ROCK ON TOP. ROCK VOIDS TO BE COMPLETELY FILLED TO FORM A HOMOGENEOUS MASS FOR THE
FORMATION OF A ROOT MAT INTERTWINED WITH THE RIPRAP. STABILIZATION SOIL IS TO FILL RIPRAP VOIDS, NOT DISPLACE RIPRAP. COMPACT AND LEVEL TO ELIMINATE ALL VOIDS AND ROCKS PROJECTING ABOVE
DESIGN RIPRAP TOP GRADE.
FINISHED GRADE (PER CIVIL GRADING PLANS)
DESIGN RIPRAP GRADE
PLACEMENT OF ROCK IN TOP LAYER WILL
REQUIRE DISTURBANCE OF FIRST LAYER
SOIL IS NOT TO BE PERCHED. STABILIZATION SOIL FILLS ALL
VOIDS FROM FINISHED SURFACE TO SUBGRADE.
\A1;D50% D MAXIMUM
THICKNESS OF
FIRST LIFT
PLACEMENT OF TOP LIFT WILL
\A1;D REQUIRE ADJUSTMENT OF FIRST LIFT
4" MIN
6" MAX
5" TYP
MEASUREMENT ON SLOPE
PERPENDICULAR TO SLOPE
SEE TABLES II AND III BELOW.
1.GENERAL PLACEMENT TECHNIQUES SHOULD RESULT IN LARGER ROCK AT THE SURFACE WITH ROCK SECURELY INTERLOCKED AT THE DESIGN THICKNESS AND GRADE. COMPACTION AND LEVELING SHOULD RESULT IN
MINIMAL VOIDS
AND PROJECTIONS ABOVE GRADE.
2.FINAL SOIL RIPRAP TO BE COMPACTED BY FULL LOADING OF BACKHOE BUCKET. ANY SOFT, YIELDING OR PACKETS OF SMALL ROCK SHALL BE REWORKED. PLACE STABILIZATION TOPSOIL 4 TO 6 INCHES THICK
OVER ROCK. NO MORE
THAN 25 PERCENT OF ORDINARY RIPRAP ROCK SHALL REMAIN EXPOSED. COORDINATE ROCK PLACEMENT TO PROVIDE TREE OR SHRUB PLANTING PITS AS INDICATED ON LANDSCAPE PLANS, AS APPLICABLE. COORDINATE
SCOPE OF WORK
AND RESPONSIBILITIES WITH OWNER AND LANDSCAPE CONTRACTOR.
3.PROVIDE CRIMP OR TACKIFY MULCH, HYDROMULCH, AND OR TURF REINFORCEMENT MAT (TRM) / EROSION CONTROL BLANKET ALONG WITH PLANTING, PER APPROVED LANDSCAPE PLANS, TO ENSURE VEGETATION BECOMES
ESTABLISHED AND SEED DOES NOT WASH AWAY.
4.PREPARE COMPACTED SUBGRADE PER GEOTECHNICAL ENGINEERING RECOMMENDATIONS, OR PLACE ON UNDISTURBED SUBGRADE.
{\LTYPICAL SOIL RIPRAP PLACEMENT}
FILTER FABRIC MAY BE USED IN COMBINATION WITH TYPE II
BEDDING AT DROP STRUCTURES AS AN ALTERNATIVE TO A
TWO LAYER FILTER.
FILTER FABRIC SHALL CONFORM TO CDOT SPECIFICATIONS
FOR CHANNEL APPLICATIONS REFER TO THE MAJOR DRAINAGE CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA
MANUAL, VOLUME 1, FOR RIPRAP SIZING.
FOR CULVERT/STORM SEWER OUTLET APPLICATIONS REFER TO THE HYDRAULIC STRUCTURES CHAPTER OF THE URBAN
STORM DRAINAGE CRITERIA MANUAL, VOLUME 2, FOR RIPRAP SIZE, RIPRAP DEPTH, BASIN LENGTH, AND BASIN WIDTH.
COORDINATE THE COLOR OF ALL EXPOSED RIPRAP WITH THE OWNER AND PROJECT LANDSCAPE ARCHITECT. NO MORE
THAN 25% OF ORDINARY RIPRAP ROCK SHALL REMAIN EXPOSED.
FINISHED GRADE DEPICTED ABOVE SHALL BE FINISHED GRADE SPECIFIED ON GRADING PLANS.
{GENERAL NOTES:}
1.
2.
3.
4.
{\LPLACEMENT NOTES:}
{FILTER FABRIC NOTES:}
1.
2. RP
OPTIONAL UNDERDRAIN
8
ER2
SOIL RIPRAP
SEE NOTE 4 BELOW.
SLOPE VARIES
(SEE PLANS)
50 \A1;2*d
SOIL RIPRAP
\A1;4" TO 6"
SOIL RIPRAP
SOIL RIPRAP
(ROCK-SOIL MIX)
GRANULAR BEDDING
TOPSOIL
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
ROCK SOCK DETAIL
NOT TO SCALE
4
ER2
RS
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
Storm Line
Pipe
Diameter
(ft)
Ordinary
Riprap
Type
Length
of Riprap
(ft)
Width
of Riprap
(ft)
2*d50,
Depth of Riprap
(ft)
Storm Line 1 1.25 Type M 6.00 8.00 2.0
5041
5042
5043
5044
5046
5047
5045
5043
5044
5045
5043
5044
5046
F
E
S
F
E
S
F
E
S
X
X
X
X
X
X
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X
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X
X
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X
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X
X X X X
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X X
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ST
D
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D
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
SD SD
SD SD SD
SD
SD
SD
SF
SF
SF SF SF
SF SF SF
SF
SF
SF
SF SF
SF
SF SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF
SF SF
SF
SF
SF
SF
VT
SF
CWA
IP
PROPOSED
COMBINATION
INLET
PROPOSED
RS STORM DRAIN
RP
VT
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
EXISTING
STORM DRAIN
IP
MANHATTAN AVE
RS
RS
RS
RS
5045
5042
5043
5044
5046
5047
5046
5047
SF
SF
SF
SF
SF
SF
SF
SF
ER1
STATIC PLAN
EROSION CONTROL A. Reese
B. Ruch
1"=30'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 17, 2015
PROJECT:
1124-001
Sheet
Of 16 Sheets
MANHATTAN TOWNHOMES, SECOND FILING
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
06/17/15
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 )
1 inch = ft.
30 0 30 Feet
30
60 90
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES
ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR
PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED.
ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY
DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO
CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES.
2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH,
GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY
NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING
(CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION
CONTROL MEASURES ACCORDING THE THE CONSTRUCTION
SEQUENCING AND LEVEL OF SITE STABILIZATION.
5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION
FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL
SITE IS FULLY STABILIZED.
6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION
FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM,
UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT.
7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE
SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR
PAVEMENT, ETC.)
8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES,
PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING,
HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND
ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE
NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED
THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE
ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER
PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE.
PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO
THE SURROUNDING SURFACE TYPE AND CONDITION (i.e.,
STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE
SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
11. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED
(100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL
DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS
AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF,
OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE
WAY.
12. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE
SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT
LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND,
OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO
DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF
WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE
LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS
SHALL BE STAKED DOWN.
13. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE
WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING
OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO
CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
14. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND
WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS,
DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH
TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL
STAFF TO PREVENT EROSION.
15. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON
PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT
SITE STABILIZATION METHODS.
EROSION CONTROL NOTES:
MATCHLINE - SEE RIGHT
MATCHLINE - SEE LEFT
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
BENCHMARK/BASIS OF BEARING
LEGEND:
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
PROPOSED CONCRETE
CROSS PAN (TYP.)
PEDESTRIAN ACCESS RAMPS
PROPERTY BOUNDARY
SILT FENCE SF
INLET PROTECTION IP
ROCK WATTLE PROTECTION RW
ROCK SOCK RS
VEHICLE TRACKING PAD VTC
SF
CONCRETE WASHOUT AREA CWA
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
FIELD SURVEY BY:
GENERAL NOTES:
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NO. 1124-001
DATE: OCTOBER 28, 2013
EROSION CONTROL FABRIC EF
PROJECT DATUM: NAVD 88
CITY OF FORT COLLINS BENCHMARK 48-01
APPROXIMATELY 1/2 MILE SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE AT
THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF
THEIR PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
CITY OF FORT COLLINS BENCHMARK 7-93
CENTERLINE OF WEST HORSETOOTH RD., 1/2 MILE WEST OF COLLEGE AVE, ON THE 1/4 COR.
MONUMENT.
ELEVATION = 5063.12
BASIS OF BEARING
THE NORTH LINE OF THE NORTHEAST 1
4 OF SECTION 35, T7N, R69W BETWEEN FOUND
MONUMENTS AS BEARING N89°43'43"W.
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 2.80 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 SEE SEPARATE STORM WATER MANAGEMENT PLAN FOR MANHATTAN
TOWNHOMES BY NORTHER ENGINEERING, DATED JUNE 17, 2015FOR ADDITIONAL
INFORMATION.
5046
5045
5043
5044
5046
5047
5048
5045
5045
5044
5044
5046
5047
5048
5050
5049
5045
5046
5047
5048
5049
5048
5048
5049
5049
5049
5049
5048
5042
5042
5045
5041
5042
5043
5044
5046
5047
5045
5043
5044
5046
5047
5045
5043
5044
5046
F
E
S
F
E
S
F
E
S
X
X X
X X
X
X
X X
X X X
X
X
X
X X X
X
X
X
X
X
X
X X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
X
X
X
X
X X
X
X
X
X
X
X
ST
D
D
D
SD
SD
SD SD
SD
SD
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/ / / / / / / /
OS1
0.65
1
0.78
OS2
0.07
2
1.96
OS1
1
2
OS2
REGIONAL DETENTION POND
REGIONAL DETENTION POND
REGIONAL DETENTION POND
MANHATTAN AVE
PROPOSED
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING CULVERT
2' SIDEWALK CHASE
PERMEABLE PAVERS
PERMEABLE PAVERS
DR1
DRAINAGE EXHIBIT
A. Cvar
B. Ruch
1"=40'
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:
June 17, 2015
PROJECT:
1124-001
Sheet
Of 16 Sheets
MANHATTAN TOWNHOMES, SECOND FILING
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
06/17/15
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 )
1 inch = ft.
40 0 40 Feet
40
80 120
C
0.60 ac
LEGEND:
4953
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
DESIGN POINT A
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
1 1
NOTES:
1. REFER TO THE FINAL DRAINAGE REPORT FOR MANHATTAN TOWNHOMES BY
NORTHERN ENGINEERING, DATED JUNE 17, 2015 FOR ADDITIONAL INFORMATION.
BASIN
DESIGNATION
BASIN
AREA (AC)
PROPOSED PERMEABLE PAVERS
PROPOSED SUBDRAIN SD
BENCHMARK
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
PROJECT DATUM: NAVD 88
City of Fort Collins Benchmark 48-01
Approximately 1/2 mile South of Horsetooth Road, West of College Avenue
at the entrance of Barnes and Noble Bookstore, in the Northeast corner of
their parking lot, on a concrete curb.
Elevation = 5036.76
City of Fort Collins Benchmark 7-93
Centerline of West Horsetooth Rd., 1/2 mile West of College Ave, on the 1/4
cor. monument.
Elevation = 5063.12
Basis of Bearing
The South line of Tract 1 as bearing North 87° 06' 55" West (assumed
bearing).
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100
2-yr
Tc
(min)
100-yr
Tc
(min)
Q2
(cfs)
Q100
(cfs)
1 1 0.78 0.61 0.76 12.8 12.4 1.0 4.3
2 2 1.96 0.83 1.04 9.8 9.3 3.7 16.4
OS1 OS1 0.65 0.69 0.86 14.8 14.4 0.9 3.8
OS2 OS2 0.07 0.87 1.00 5.1 5.0 0.2 0.7
EXISTING WETLAND
HYDROLOGY SUMMARY
LID SUMMARY
50% On-Site Treatment by LID Requirement
New Impervious Area 1.627 Ac.
Paver Area 0.185 Ac.
Traditional Pavement Area 0.591 Ac.
Other Impervious Surfaces (Roofs, Concrete Walks,
etc.) 0.851
Ac.
Required Minimum Impervious Area to be Treated 0.814 Ac.
Area of Pavers 0.161 Ac.
Run-on area for Pavers (parking area) 0.591 Ac.
Run-on area for Pavers (other - concrete walks, etc.) 0.630 Ac.
Impervious Area Treated by LID Pavers 1.382 Ac.
Total Impervious Area Treated 1.382 Ac.
Percent of Impervious Area Treated 84.94 %
25% Permeable Pavement Requirement
New Pavement Area 31861 Sq. Ft.
Required Minimum Area of Permeable Pavement 7965 Sq. Ft.
Total Permeable Pavement Area 8042 Sq. Ft.
Actual % of Permeable Pavement Provided 25.2 %
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
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STORMWATER BEDDING REQUIREMENTS
1/12/00 D-1
SKC
NOT TO SCALE
503
D5
PRIVATE UNDERDRAIN CLEANOUT
506
D5
DIMENSIONS FOR SLOTTED PVC PIPE
{NOTE}:
"SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS
IN THIS PLAN SET.
120%%D
90%%D
60%%D
A
\A1;C
\\A1;B A1;D
SCREEN SLOT TABLE
A B C D E F
PIPE SIZE ROWS OF
SLOTS
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX.
SLOT/ROW
PER FOOT
APPROX.
SLOT
SPACING
OPEN AREA
PER FOOT
6" 3 (MIN.) - 6 (MAX.) 1.38"-2.35" 0.032" 14 1/2"-3/4" 1.98-3.15 SQ. IN.
NOT TO SCALE
DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-042 REV C
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
8 IN - 30 IN TYPICAL INSTALLATION OPTIONS
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 8-10-00
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
8-10-00
CJA
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
T
S
A
L
P
O
L
Y
N
D
U
C
T I
L
E
I
R
O
N
T
S
A
L
P
O
L
N Y
D
U
C
T
I
L
E
I
R
O
N
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
WHEN ARE DRAIN BASINS USED?
2808AG _ _ X
2810AG _ _ X
2812AG _ _ X
2815AG _ _ X
2818AG _ _ X
2824AG _ _ X
2830AG _ _ X
WHEN ARE INLINE DRAINS USED?
2708AG _ _ X
2710AG _ _ X
2712AG _ _ X
2715AG _ _ X
2718AG _ _ X
2724AG _ _ X
2730AG _ _ X
TYPICAL INSTALLATIONS
TYPICAL INSTALLATION OF NYLOPLAST
DRAIN BASIN AND INLINE DRAIN
1: TO ENTER AN EXISTING LINE
USING A TEE & RISER
2: AT THE BEGINNING OF A DRAIN LINE
USING AN ELBOW & RISER
TEE ELBOW
12" DRAIN BASIN
2 INLET & OUTLET
ADAPTERS CAN BE
PUT ON ANY ANGLE
1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW
APPLICATIONS 5: TO CHANGE DIRECTION
A°
RISER
DRAIN BASIN
INLINE DRAIN
10" INLINE DRAIN
10" INLINE DRAIN
3 VARIABLE ELEVATION
WATERTIGHT ADAPTERS AVAILABLE
FOR MOST COMMON PLASTIC PIPING SYSTEMS
8" 6"
CORRUGATED
HDPE PIPE SMOOTH WALL
PVC
1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30"
2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012,
7001-110-013, & 7001-110-014
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS
SEE DRAWING NO. 7001-110-065
NOT TO SCALE
504
D5
TYPICAL INSTALLATION OPTIONS
4" MIN
EXTEND MIN. 6" INTO SUBGRADE
6"
12" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
VARIES
(REFER TO
STORM DRAIN
PLAN)
INTEGRATED DUCTILE IRON
FRAME & SOLID GRATE TO MATCH
BASIN O.D.
NOTES:
1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE
70-50-05
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
SEE DRAWING NO. 7001-110-065
4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS.
5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.
6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW)
2" MIN
Ø .375" MAX
SIDE VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
TOP 10" TO BE SOLID, WITHOUT PERFORATIONS
10" SOLID
TOP
NO PERFORATIONS
WITHIN 1" OF ADAPTORS
OPEN BOTTOM
(NO BOTTOM CAP)
NOT TO SCALE
ROOFDRAIN DOWNSPOUT DISCHARGE BASIN
8"
NOTES:
1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE
70-50-05
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
SEE DRAWING NO. 7001-110-065
4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS.
5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.
6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW)
2" MIN
Ø .375" MAX
SIDE VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
6"
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
TOP 12" TO BE SOLID, WITHOUT PERFORATIONS
6" SOLID
BOTTOM
NO PERFORATIONS
WITHIN 1" OF ADAPTORS
BOTTOM 6" TO BE SOLID,
WITHOUT PERFORATIONS
(BOTTOM CAP TO BE
FLUSH WITH SUBGRADE)
{NOTE}:
CONTRACTOR SHALL USE SQUARE COLLAR IN PERMEABLE PAVER AREAS. COLLAR SHALL BE ORIENTED
WITH PAVERS SO AS TO REDUCE IRREGULAR CUTS OR PAVER SHAPES.
502
D5
8" MIN. THICKNESS GUIDELINE
12" MIN WIDTH GUIDELINE
VARIES
(REFER TO
STORM DRAIN
PLAN)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 17, 2015
PROJECT:
1124-001
Sheet
Of 16 Sheets
MANHATTAN TOWNHOMES, SECOND FILING
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
06/17/15
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
INLET ID INLET TYPE
1 Single Combination Inlet
505
D5
INLET SCHEDULE
NOT TO SCALE
501
D5
SIDEWALK CHASE
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
VARIES, SEE
5/8" GALV.
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
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NBJ
1/28/09 D-10B
METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND DETACHED SIDEWALK
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:
June 17, 2015
PROJECT:
1124-001
Sheet
Of 16 Sheets
MANHATTAN TOWNHOMES, SECOND FILING
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
06/17/15
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
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 702
DRAWING
6"
3'-9" (F.C.)
For Thickness
2' min. (L)
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.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE "PRELIMINARY
GEOTECHNICAL INVESTIGATION PROPOSED HILLPOND PROJECT NORTH OF HILLPOND ROAD AND GILGALAD WAY, FORT COLLINS COLORADO
PROJECT NO. FC06692-115" DATED: SEPTEMBER 16, 2014, AND ANY SUBSEQUENT ADDENDA.
2.REFER TO PLANS BY OUTSIDE LA FOR ADDITIONAL HARDSCAPE INFORMATION.
3.FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PAVER SECTION AND INSTALLATION. (NOTE: SECTION SHALL MEET THE SAME STRUCTURAL
REQUIREMENTS AS 'HEAVY DUTY' ABOVE)
4.THE ENTIRE PERIMETER OF THE PERMEABLE PAVER AREAS SHALL RECEIVE SOME FORM OF EDGE RESTRAINT. FOLLOW MANUFACTURER'S RECOMMENDATIONS
AND DETAILS ON THIS SHEET.
5.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.
LIGHT DUTY PAVING
ASPHALT {
PAVEMENT SECTION}
HEAVY DUTY PAVING
7" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
8"
APPROVED
SUBGRADE
PAVING SECTIONS
(PRIVATE AREAS OUTSIDE ROW)
PRIVATE CONCRETE FLATWORK
{PAVEMENT SECTION }
6" CONCRETE
PUBLIC CONCRETE FLATWORK &
PRIVATE CONCRETE PAVING{
PAVEMENT SECTION }
\A1;4" CONCRETE
5" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
{\LPERMEABLE PAVER SECTION }
2" BEDDING
23" SUB-BASE
(MIN.)
SUB-GRADE
{}" JOINTS
HAND TIGHT
4" BASE
AQUA-BRIC
(3{}" DEPTH)
PERMEABLE PAVER SECTION
W/ UNDERDRAIN
NOT TO SCALE
304
D3
\A1;3"
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
\A1;24"
\A1;10"
\A1;2"
\A1;4"
\A1;23"%%P
AQUA-BRIC PAVER
(3{}" DEPTH)
CONCRETE/
ASPHALT
CDOT CLASS B GEOTEXTILE
SEPARATOR FABRIC
\A1;24"-36" \A1;SUBGRADE
SUB-BASE
COURSE (NO. 2)
BASE COURSE
(NO. 57)
BEDDING
COURSE
(NO. 8)
NOT TO SCALE
307
D3
PERMEABLE PAVER EDGE RESTRAINT
{\L24" EDGE RESTRAINT}
\A1;3" CLR
4000 PSI
CONCRETE
NOT TO SCALE
305
D3
PERMEABLE PAVER SECTION
(ABUTTING PAVEMENT) 306
D3
PVC PIPE BOOT
NOT TO SCALE
300 CURB AND GUTTER
D3
NOT TO SCALE
303
D3
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 17, 2015
PROJECT:
1124-001
Sheet
Of 16 Sheets
MANHATTAN TOWNHOMES, SECOND FILING
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
06/17/15
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
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
NOT TO SCALE
202
D2
BEDDING REQUIRMENTS
CP
TEST STATION
U
S
A
\A1;1 1/8"
7/16"
3 1/2"
7 5/16"
5/2" 8"
A
S
U
I
E
J
W
STATION
LOCATOR
LID PLAN VIEW
LID SECTION VIEW
VALVE BOX SECTION VIEW
9"
6 1/8"
10"
\A1;7 9/16"
2 1/16"
CLOSED PICKHOLE
(TYPICAL OPPOSITE
SIDE)
1/2" RAISED LETTERING
(RECESSED FLUSH)
REFERENCE SPECIFICATIONS 02622-2
THROUGH 02622-4 FOR LOCATOR
FOR CP TEST STATION INFORMATION.
REFERENCE SPECIFICATIONS 16640-5
STATION BOX INFORMATION.
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
CP TEST AND LOCATOR STATION BOX
25
4/11/11
W
J
E
I
WHEN GREATER THEN 5 FT.
INCLUDE EXTENSION
VALVE EXTENSION DETAIL FOR VALVES
3. DO NOT PIN EXTENSION TO VALVE OPERATING NUT.
2. ONLY ONE EXTENSION WILL BE ALLOWED.
OPERATING NUT TO WITHIN 2 FT. OF SURFACE.
5 FT. DEEP WILL HAVE AN EXTENSION TO BRING
1. ANY VALVE THAT HAS OPERATING NUT OVER
NOTES:
GREATER THAN 5 FT. DEEP
VALVE
BONNET
EXTENTSION
OPERATING NUT
2 FT.
VALVE BOX
DO NOT PIN
VALVE BOX
ALIGMENT COLLAR
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
VALVE EXTENSION DETAILS
29
4/11/11
NOT TO SCALE
204 TYPICAL CLEANOUT DETAIL
D2
2.
1.
3.
SANITARY SEWER SERVICE CLEANOUTS SHALL BE INSTALLED AS NEAR AS PRACTICAL TO LOCATIONS IDENTIFIED ON PLANS.
CLEANOUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CODE.
CLEANOUT SHALL BE CONSTRUCTED SO THAT SURFACE LOAD WILL NOT BE TRANSFERRED TO MAIN
COMPACTED GRANULAR
ELBOW
MAIN GRADE AS REQ'D
VARIES
FLOW
SLOPE TO MATCH
MATERIAL
TOP OF ELBOW
BEDDING ZONE TO
FROM BOTTOM OF
& FITTINGS (TYP.)
PVC SDR 35 PIPE
OVER CLEANOUT
ACCESS COVER
HEAVY-DUTY
FINISHED GRADE
LANDSCAPED AREAS
NTS
{\LSANITARY SEWER CLEANOUT REQUIREMENTS:}
SLOPE TO MATCH
SRV. GRADE AS REQ'D
TRAFFIC/PAVED AREAS
NTS
CUT TO MATE
w/ BELL
FLOW
CONTINUATION
OF SEWER LINE
COUPLING
SRV. PIPE
VARIES
COMPACTED GRANULAR
PVC SDR 35 PIPE
& FITTINGS (TYP.)
FROM BOTTOM OF
BEDDING ZONE TO
TOP OF ELBOW
MATERIAL
PVC SLIP
VALVE BOX AND COVER W/
"SEWER" CAST INTO COVER
SCREW-ON WATER
TIGHT PLUG
2'x2'x6"
DEEP
CONCRETE
COLLAR
6"
MIN.
ELBOW
SANITARY SEWER PIPE
SANITARY SEWER PIPE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 17, 2015
PROJECT:
1124-001
Sheet
Of 16 Sheets
MANHATTAN TOWNHOMES, SECOND FILING
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
06/17/15
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
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
100
D1
WATER MAIN BEDDING REQUIREMENTS
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
105
D1
SPRINKLER SYSTEM DETAIL
WATER MAIN
SEAT VALVE
RESILIENT
CAST IRON
VALVE BOX
CAST IRON
PER CITY OF FORT COLLINS AND AWWA SPECS.
ALL VALVES TO BE 8 MIL POLY WRAPPED. T-BOLTS, NUTS AND RODS
ALL VALVE BOXES TO BE OF CAST IRON CONSTRUCTION, TWO PIECE
TO BE TAR COATED BEFORE WRAPPED.
THREADED ADJUSTABLE DESIGN PER CITY OF FORT COLLINS SPECS.
VALVE BOX W\CAST IRON
LID MARKED "WATER"
ALL VALVES TO BE RESILIENT SEAT, EPOXY COATED INSIDE AND OUT
UNEXCAVATED
A EARTH
SECTION A-A
ASPHALT
A
HAND BACKFILL
AND IN TAMP 3" LAYERS
OPERATING NUT
BACKFILL IN 6"
LAYERS AND
TAMP
2" SQUARE
OPEN RIGHT
BACKFILL METHOD
DEPENDING ON
LOCATION
NOT TO SCALE
107
D1
VALVE ASSEMBLY BOX
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
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
D1
STANDARD THRUST BLOCK
NOT TO SCALE
106
D1
STANDARD INTERIOR WATER METER
103
D1
TYPICAL WATER SERVICE
ALL JUNCTION BOXES MUST BE INSTALLED NO MORE THAN 96 INCHES ABOVE THE FLOOR AND HAVE OPEN
PROVIDE CLEAR AND UNOBSTRUCTED 2 FT. BY 2 FT. MINIMUM ACCESS TO THE COPPERHORN AND SHUTOFF
(IF REQUIRED BY PLUMBING CODE)
PRESSURE REDUCING VALVE
METERS SHALL NOT BE INSTALLED IN CRAWL SPACES.
JUNCTION BOXES SHALL NOT BE INSTALLED IN ATTICS OR CRAWL SPACES.
A SECURE SUPPORT IS REQUIRED FOR COPPERHORNS.
COPPERHORNS WILL BE INSTALLED SO THAT METERS ARE IN A HORIZONTAL POSITION.
5.
7.
6.
4.
3.
2.
GENERAL NOTES:
1.
STANDARD 2 IN. DEEP RECESSED
(SUGGESTED METHOD)
FOR WATER SERVICE LINES
SUPPORT OR BRACING REQUIRED
WATER SERVICE
TO INLET AND OUTLET OF COPPERHORN
SHUT-OFF VALVES WITH HANDLES ATTACHED
(VERTICAL INSTALLATION RECOMMENDED)
AND 48 IN. TO 66 IN. ABOVE FINAL GRADE
MOUNT WITHIN 4 FT. OF ELECTRIC METER
ELECTRIC BOX (SEE NOTES 2 & 3)
1/2 IN. OR LARGER ELECTRICAL
CONDUIT (SEE NOTE 2)
(SEE NOTE 4)
COPPERHORN
3 IN. MIN. FROM WALL
NOT TO SCALE
48 IN. MAX. FROM
BASEMENT FLOOR
SAME SIDE AS THE ELECTRIC METER AND TERMINATED WITHIN 6 INCHES OF THE COPPERHORN. NO FLEXIBLE
ELECTRICAL CONDUIT WILL BE 1/2 INCH OR LARGER ELECTRICAL METALLIC TUBING ONLY, INSTALLED IN
CONFORMANCE WITH ARTICLES 347 AND 348 OF THE CURRENT NATIONAL ELECTRIC CODE. CONDUIT MAY
NOT EXTEND MORE THAN 75 FEET BETWEEN JUNCTION BOXES. CONDUIT WILL BE CONNECTED TO A RECESSED
EXTERIOR ELECTRICAL BOX MOUNTED WITHIN 1 FOOT OF THE FRONT CORNER OF THE STRUCTURE ON THE
VALVES.
PVC CONDUIT ALLOWED.
ACCESS.
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 INTERIOR SETTING FOR
3/4 IN. AND 1 IN. WATER METERS 14
4/11/11
NOT TO SCALE
NOT TO SCALE
104
D1
TRAFFIC-RATED CURB STOP INSTALLATION
FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN
WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT.
NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING
GATE VALVE
RESILIENT SEAT
POLYETHYLENE
8 MIL SHEET OF
MUST REMAIN CLEAR OF
24 INCH MIN.
CONCRETE BLOCK
(REF. SECTION 02644)
THRUST BLOCK
12 IN.
POLYETHYLENE.
JOINTS
RESTRAINED
(REF. SECTION 02644)
HYDRANT GRAVEL
6 INCH DIA. PIPE
OBSTRUCTIONS
%%UNOTES
18 IN.
0.1 FT.-0.2 FT.
FLOW-FILL
12 IN.
OR BACK OF CURB
EDGE OF SIDEWALK
HYDRANT DRAIN OPENINGS
MINIMUM
30 INCHES
66 INCHES
54 INCHES
MAXIMUM
MINIMUM
LOCATOR STATION
(SEE DETAIL 25)
WATROUS PACER 250
NUMBER A-423 OR
MUELLER HYDRANT
22 IN.
18 IN. to
THRUST BLOCK
SWIVEL TEE
SECTION 02641)
MAIN ONLY)
(PVC WATER
TRACER WIRE
(REFERENCE
VALVE BOX
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
FIRE HYDRANT INSTALLATION
3
4/8/11
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 17, 2015
PROJECT:
1124-001
Sheet
Of 16 Sheets
MANHATTAN TOWNHOMES, SECOND FILING
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
06/17/15
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
X
X
X
X
X
X
X
X X
X
D
D
D
SD
SD SD
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
OWNER
CAMPANA ADVENTURES LLC
3726 MANHATTAN AVE
FORT COLLINS, CO 80526
N:112133.64
E:193096.40
N:111581.70
E:193056.17
MANHATTAN AVE
STORM DRAIN 1
SEE SHEET U1
EXISTING 20"
RCP STORM
EXISTING 36"
RCP STORM
25'
℄
-
46.24' EOP-
EXISTING 5'
SIDEWALK
EXISTING 2'
CONCRETE PAN
EXISTING
CONCRETE PATCH
EXISTING
CONCRETE PATCH
EXISTING
CONCRETE PATCH
EXISTING 8"
RIBBON CURB
PROPOSED SAWCUT LINE
EXISTING EDGE
OF PAVEMENT
EXISTING "25 MPH
SPEED LIMIT" SIGN
25'
℄
-
±47.36' EOP-
13'
13'
EXISTING 8"
RIBBON CURB
EXISTING 5'
SIDEWALK
EXISTING 2'
CONCRETE PAN
PROPOSED 8'
CONCRETE TRAIL
LOT 1 LOT 2 LOT 3
LOT 4 LOT 5
LOT 6
LOT 7 LOT 8
LOT 9
LOT 10 LOT 11
LOT 12
LOT 13 LOT 14
LOT 15
LOT 21
LOT 20
LOT 19
LOT 22
LOT 23
LOT 24
LOT 25
TRACT A
TRACT C
TRACT D
10+05
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
15+95
PROPOSED 5'
SIDEWALK
PROPOSED 5'
SIDEWALK
TRACT B
TRACT B
OWNER
CITY OF FORT COLLINS
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+05.23
5044
5048
5052
5056
5044
5048
5052
5056
-40 -20 0 20
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+50
5044
5048
5052
5056
5044
5048
5052
5056
-40 -20 0 20
4.64%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+00
5044
5048
5052
5056
5044
5048
5052
5056
-40 -20 0 20
4.13%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+50
5044
5048
5052
5056
5044
5048
5052
5056
-40 -20 0 20
3.58%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+00
5044
5048
5052
5056
5044
5048
5052
5056
-40 -20 0 20
3.42%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+50
5044
5048
5052
5056
5044
5048
5052
5056
-40 -20 0 20
2.77%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+00
5044
5048
5052
5056
5044
5048
5052
5056
-40 -20 0 20
3.74%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+50
5044
5048
5052
5056
5044
5048
5052
5056
-40 -20 0 20
3.01%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+00
5044
5048
5052
5056
5044
5048
5052
5056
-40 -20 0 20
2.73%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+50
5044
5048
5052
5056
5044
5048
5052
5056
-40 -20 0 20
2.59%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+00
5044
5048
5052
5056
5044
5048
5052
5056
-40 -20 0 20
2.77%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+50
5044
5048
5052
5056
5044
5048
5052
5056
-40 -20 0 20
2.68%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+95
5044
5048
5052
5056
5044
5048
5052
5056
-40 -20 0 20
2.11%
2.40%
5048.4
5048.06
5047.7
5047.45
5047.8
5047.59
5048.0
5047.80
5048.2
5048.01
5048.3
5048.22
5048.7
5048.43
5049.0
5048.64
5049.0
5048.85
5049.2
5049.06
5049.5
5049.27
5049.6
5049.48
5049.9
5049.76
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
WALK
EXISTING
GROUND
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
WALK EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
WALK
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
WALK
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
WALK
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
WALK
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
WALK
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
WALK
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
WALK
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
WALK
PROPOSED
ELEV.
EXISTING
ELEV.
EXISTING
GROUND
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
WALK
(2.1%)
(2.6%)
(2.8%)
(2.6%)
(2.1%)
(1.9%)
(1.0%)
(2.2%)
(2.7%)
(2.3%)
(2.1%)
(2.1%)
(1.6%)
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
ELEV.
EXISTING
ELEV.
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's below.
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
R2
CROSS SECTIONS
MANHATTAN AVENUE A. Reese
B. Ruch
1"=30'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 17, 2015
PROJECT:
1124-001
Sheet
Of 16 Sheets
MANHATTAN TOWNHOMES, SECOND FILING
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
06/17/15
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 )
1 inch = ft.
30 0 30 Feet
30
60 90
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. 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.
3. 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 OF 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.
4. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREP., DESIGN, AND
RECOMMENDATIONS.
EXISTING LOT LINES
LEGEND:
PROPOSED CURB & GUTTER
PROPOSED EASEMENT LINE
PROPERTY BOUNDARY
EXISTING FENCE
X
EXISTING WETLAND
X
X
X
X
X
X
X
X X
X
D
D
D
SD
SD SD
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
11+00
12+00
13+00
14+00
15+00
16+00
CONNECT TO EXISTING
BP: 10+00.00
CONNECT TO EXISTING
EP: 16+19.94
PI: 10+01.00
PC: 10+05.06
PC: 10+50.97
PC: 16+08.41
PT: 10+50.19
PT: 16+03.26
PT: 16+11.03
PCC: 10+53.63
PCC: 16+00.64
PRC: 10+47.57
OWNER
CAMPANA ADVENTURES LLC
3726 MANHATTAN AVE
FORT COLLINS, CO 80526
N:112105.05
E:193103.11
N:112133.64
E:193096.40
N:111581.70
E:193056.17
OWNER
CITY OF FORT COLLINS
L5
C5
L4
C4
PROPOSED 5'
SIDEWALK
STA.=14+46.04
STA.=11+70.28
24'
MANHATTAN AVE
STORM DRAIN 1
SEE SHEET U1
EXISTING 20"
RCP STORM
EXISTING 36"
RCP STORM
25'
℄
-
46.24' EOP-
PROPOSED 5'
SIDEWALK
EXISTING 5'
SIDEWALK
EXISTING 2'
CONCRETE PAN
EXISTING
CONCRETE PATCH
EXISTING
CONCRETE PATCH
EXISTING
CONCRETE PATCH
EXISTING 8"
RIBBON CURB
PROPOSED SAWCUT LINE
EXISTING 9' UTILITY EASEMENT
24'
EXISTING EDGE
OF PAVEMENT
EXISTING "25 MPH
SPEED LIMIT" SIGN
25'
℄
-
±47.36' EOP-
13'
EXISTING 8"
RIBBON CURB
EXISTING 5'
SIDEWALK
EXISTING 2'
CONCRETE PAN
PROPOSED 8'
CONCRETE TRAIL
LOT 1 LOT 2 LOT 3
LOT 4 LOT 5
LOT 6 LOT 7 LOT 8
LOT 9 LOT 10 LOT 11
LOT 12
LOT 13 LOT 14
LOT 15
LOT 21
LOT 20
LOT 19
LOT 22
LOT 23
LOT 24
LOT 25
TRACT A
TRACT C
TRACT D
L
=
5
4
7
.
0
1
'
R
=
8
21
.
00
'
CH
=
53
6
.
95
'
@
N
0
5
°
1
3
'
5
3
.
9
4
"
E
13'
L1
L2
C1
C2
L3
C3
TRACT B
TRACT B
5035
5040
5045
5050
5055
5060
5035
5040
5045
5050
5055
5060
16+50 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
PROPOSED GRADE
EXISTING GROUND
PROPOSED
GRADE
EXISTING
GROUND
5048.16
5047.79
5047.45
5047.49
5047.59
5047.70
5047.80
5047.91
5048.01
5048.12
5048.22
5048.33
5048.43
5048.54
5048.64
5048.75
5048.85
5048.96
5049.06
5049.17
5049.27
5049.38
5049.48
5049.61
5049.80
-2.00%
-1.35%
-1.40%
2.00%
0.50%
0.42%
0.75%
PVI STA = 10+00.00
PVI ELEV = 5048.16
PVI STA = 10+05.06
PVI ELEV = 5048.06
PVI STA = 10+47.57
PVI ELEV = 5047.48
PVI STA = 10+53.63
PVI ELEV = 5047.40
PVI STA = 16+11.03
PVI ELEV = 5050.01
PVI STA = 16+19.94
PVI ELEV = 5050.05
PVI STA = 15+68.91
PVI ELEV = 5049.56
PVI STA = 16+00.64
PVI ELEV = 5049.80
STA.=10+43.46
INV.= 5043.47
36" RCP STORM
STA.=10+29.37
INV.= 5043.63
36" RCP STORM
LINE TABLE
LINE
L1
L2
L3
L4
L5
LENGTH
1.00'
4.07'
0.78'
5.16'
8.91'
BEARING
S27°55'33.57"W
S38°26'59.99"W
S54°43'03.50"W
S43°51'29.46"E
S13°51'29.46"E
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
DELTA
2°58'23"
30°00'00"
30°23'55"
30°00'09"
30°00'00"
RADIUS
819.25'
5.00'
5.00'
5.00'
5.00'
LENGTH
42.51'
2.62'
2.65'
2.62'
2.62'
BEARING
S26°12'15"W
S39°43'04"W
S39°31'06"W
S28°51'25"E
S28°51'29"E
CHORD
42.51'
2.59'
2.62'
2.59'
2.59'
MANHATTAN AVENUE
NTS
9'
UTIL.
ESMNT
40' HALF ROW
5'
WALK
10'
PKWY
PROPOSED
30" VERTICAL
CURB & GUTTER
6' BIKE LANE
8' PARKING
11' TRAVEL LANE
2% MIN.
℄
EXISTING
ASPHALT
22.67' EXISTING
PAVEMENT
EXISTING
8" CONCRETE APRON
6' 6'
4'
WALK
EXISTING
WALK
WEST R.O.W.
2% MIN.
NEW PAVEMENT PER
CITY OF FORT COLLINS STANDARDS
CUT & REMOVE EXISTING CONCRETE
APRON & ± 2' OF EXISTING ASPHALT.
REPLACE w/ ASPHALT TO CURB & GUTTER.
TYPICAL STREET SECTION
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. 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.
3. 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 OF 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.
4. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREP., DESIGN, AND
RECOMMENDATIONS.
EXISTING LOT LINES
LEGEND:
PROPOSED CURB & GUTTER
PROPOSED EASEMENT LINE
PROPERTY BOUNDARY
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
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
R1
FLOW LINE PLAN & PROFILE
MANHATTAN AVENUE A. Reese
B. Ruch
1"=30'
EXISTING FENCE
X
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 17, 2015
PROJECT:
1124-001
Sheet
Of 16 Sheets
MANHATTAN TOWNHOMES, SECOND FILING
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
06/17/15
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 )
1 inch = ft.
30 0 30 Feet
30
60 90
EAST FLOWLINE
MANHATTAN AVENUE
SCALE : 1" = 30' (H) 1" = 5' (V)
EXISTING WETLAND
5041
5042
5043
5044
5046
5047
5045
5043
5044
5045
5043
5044
5046
F
E
S
F
E
S
F
E
S
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X X
X
X X X X
X
X
X
X
X
X
X X
X
X
X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ST
D
D
D
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
SD SD
SD SD SD
SD
SD
SD
EXISTING 36"
RCP STORM
N:112133.64
E:193096.40
N:112133.63
E:193227.51
N:111774.02
E:193339.38
N:111567.95
E:193328.99
N:111581.70
E:193056.17
OWNER
CITY OF FORT COLLINS
EXISTING 20"
RCP STORM
OWNER
CAMPANA ADVENTURES LLC
3726 MANHATTAN AVE
FORT COLLINS, CO 80526
MANHATTAN AVE
EXISTING 2'
CONCRETE PAN
PROPOSED 30" VERTICAL
CURB & GUTTER
48.66
49.68
49.33
49.32
48.94
49.31
49.63
49.66
49.68
49.64
49.32
48.80
49.09
49.09
49.01
48.84
48.57
48.61
48.34
48.27
48.45
48.48
48.52
48.29
48.09
48.08
48.08
48.23
47.83
47.60
47.42
47.24
47.20
47.60
48.85
48.83
48.72
48.84
49.04
49.16
49.16
49.13
49.01
48.53
48.73
49.04
49.13
49.16
49.16
49.03
48.71
48.66
48.37
48.76
48.88
48.52 49.22
48.80
48.80
49.00
49.22
49.06
49.04
49.20
50.06
50.06
49.99
50.00
50.09
49.79
49.89
50.11
50.03
50.05
50.18
50.70
LOT 1
FFE=51.68
LOT 2
FFE=51.68
LOT 3
FFE=51.68
LOT 4
FFE=51.68
LOT 5
FFE=51.18
LOT 6
FFE=51.18
LOT 7
FFE=51.18
LOT 8
FFE=50.56
LOT 9
FFE=50.56
LOT 10
FFE=50.56
LOT 11
FFE=50.56
LOT 12
FFE=50.56
LOT 13
FFE=50.72
LOT 14
FFE=50.72
LOT 15
FFE=50.72
LOT 16
FFE=50.72
LOT 21
FFE=51.16
50.54
48.17
48.15
48.09
48.05
48.08
48.60
(48.57)
(44.51)
(43.38)
(43.62)
(46.63)
(46.28)
(47.68)
(47.74)
(47.86)
(47.24)
(50.78)
(50.82)
51.18
51.18
51.18
51.18
51.18
50.68
50.68
50.68
49.68
50.06
50.18
50.18
50.18
49.68
49.68
49.68
50.06
50.06
50.06
50.06
50.06
50.06
50.06
50.06
50.06
50.22
50.22
50.22
50.22
50.22
49.22
49.22
49.22
50.66
51.13
50.66
51.11
51.13
50.16
49.16
49.16
49.16
49.16
49.16
49.16
49.16
48.16
47.53
48.01
48.54
47.85
47.20
46.92
46.81
46.67
46.71
47.10
47.60
47.85
47.85
48.10
48.10
48.35
48.35
48.60
48.60
48.85
48.18
48.15
48.13
48.30
48.15
48.17
48.80
48.80
48.80
48.80
LOT 20
FFE=51.16
LOT 19
FFE=51.16
LOT 18
FFE=51.16
LOT 17
FFE=51.16
LOT 22
FFE=49.66
LOT 23
FFE=49.66
LOT 24
FFE=49.66
LOT 25
FFE=49.66
LOT 26
FFE=49.35
LOT 27
FFE=49.10
LOT 28
FFE=48.85
LOT 29
FFE=48.60
LOT 30
FFE=48.35
LOT 31
FFE=48.10
LOT 32
LOT 33 FFE=49.30
FFE=49.30
LOT 34
FFE=49.30
LOT 35
FFE=49.30
LOT 36
FFE=49.30
48.32
47.31
46.97
48.72
46.97
46.85
46.34
46.81
46.65
47.08
49.24
49.42
49.88
49.96
49.93
49.93
50.18
49.51
49.21
48.71
49.02
49.41
49.74
49.81
(19.4%)
(4:1)
(5:1)
(5:1)
(4:1)
(4:1)
(10:1)
(10:1)
(8:1)
48.91
49.08
49.82
49.82
50.04
50.04
50.47
50.39
48.81
48.37
48.59
48.77
48.55
48.74
48.63
48.49
49.20
49.31
48.19
48.21
47.28
48.67
48.55
48.67
48.99
49.10
49.10
2.0%
2.0%
2.0%
1.1%
1.1%
48.17
7.0%
8.0%
9.5%
3.5%
4.8%
7.6%
6.7%
3.6%
7.3%
TRACT A
TRACT B
TRACT C
TRACT B
EXISTING 3'
CONCRETE PAN
PROPOSED 8'
CONCRETE TRAIL
PROPOSED
SAWCUT LINE
(50.28)
(48.47)
0.5%
1.0% 2.0%
49.79
49.10
49.00
49.69
48.63
47.95
47.85
48.63
STORM DRAIN 1
SEE SHEET U1
1.15%
47.51
47.69
48.74
48.64
49.17
49.09
47.97
47.55
47.55
47.85
48.35
TRACT D
TRACT D
2' SIDEWALK CHASE
47.17
46.95
46.81
46.87
46.76
4:1
???
46.49
3.1%
1.0%
1.0%
1.0%
1.0%
0.6%
1.0% 2.0%
48.30
48.30
(46.56)
2.3%
1.0% 1.0%
1.0%
1.6%
1.0%
1.0%
1.0%
1.0%
1.0%
0.6%
1.0%
(50.05)
2.3%
0.5%
1.0% 1.0%
48.23
46.66
4.5%
1.0%
4.8%
12.0%
1.1%
47.50
47.91
47.70
47.13
46.79
46.41
47.94
2.5%
46.72
46.62
46.52
46.49
46.39
46.35
47.54
47.55
47.56
47.38
50.06
50.50
49.99
50.02
50.05
48.79
49.01
49.26
49.78
5045
5042
5043
5044
5046
5047
5046
5047
OWNER
IMAGO ENTERPRISES INC
3636 MANHATTAN AVE
FORT COLLINS, CO 80526
(46.86)
PROPOSED 8'
CONCRETE TRAIL
EXISTING 12'
CONCRETE TRAIL
46.66
46.75
G1
GRADING PLAN
A. Reese
B. Ruch
1"=30'
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
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
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:
June 17, 2015
PROJECT:
1124-001
Sheet
Of 16 Sheets
MANHATTAN TOWNHOMES, SECOND FILING
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
06/17/15
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
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. PROPOSED CURB LIP SHALL MATCH EXISTING ASPHALT ON MANHATTAN AVENUE
TO ENSURE EXISTING STREET CROSS-SLOPES AND FLOWLINE GRADES MATCH
EXISTING CONDITION.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED UNDERDRAIN
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SWALE
SD
MATCHLINE - SEE RIGHT
MATCHLINE - SEE LEFT
X
X
X
X X
E
W W
G G
G
G
G
G G
G
G
G
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
W
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W W
W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
CTV
CTV
G
G
G
G
G
G
G
G
G
G
G
G
G
G
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
FO
FO
FO
FO FO
FO
FO
FO
FO
FO FO
FO FO
FO
FO
FO
FO
CTV
X X X
X
X
X
X
X
X
X X
X
X X X X
X
X
X
X
X
X
X
X
X
X X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SS
SS SS
SS SS
SS
SS
SS
SS
SS
WV
WV
WV
WV
W
W
W
W
W W W
W W
G
G
G
G
G
G
G
D
D
D
S
S
S
S
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
EM
GM
GM
EM
GM
EM
GM
EM
EM
EM
EM
GM
GM
GM
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
S
S S
S
S
S
S
S S S
S
S
S
W W W
W
W
W
W
W
W
S
S S S
S
S
W
W
W W W
W W W
W
S
S
S S
S
S S
W
W W W W
W W
W W
W
W W
S
S
S S S S
W
E
E
E
E E
E
E
E
E
E E
E
E
E
E
E
E
E
G G
G
G
G
G
E
E
E
E E
G G G
G
G
G
G G
G
W
W
W
W
S
S
S
W
IR
SD
SD
SD
SD SD
SD
SD SD
MANHATTAN AVE
EXISTING 4"
SANITARY
SERVICE
EXISTING 4"
SANITARY
SERVICE
EXISTING 4"
SANITARY
SERVICE
EXISTING 4"
SANITARY
SERVICE
GAS METER (TYP.)
FIRE HYDRANT w/
8"x6" REDUCER & 6" GV
N:111816.02
E:193106.55
EXISTING 8"
WATER
9.50 LF 6" PVC
S81°08'23"E
CUT IN 8"x6" SWIVEL TEE
w/ TB & 6" GV (S)
N:111961.46
E:193115.36 17.72 LF 6" PVC
S04°11'27"E
FIRE HYDRANT
N:111943.78
E:193116.65
ELEC. METER (TYP.)
ELEC. METER (TYP.)
149± LF 1" W.S.
1"x3/4" TEE W/
STIFFENER (TYP.)
3/4" WATER
SERVICE (TYP.)
3/4" WATER
SERVICE (TYP.)
3/4" WATER
SERVICE (TYP.)
3/4" WATER
SERVICE (TYP.)
3/4" WATER
SERVICE (TYP.)
3/4" WATER
SERVICE (TYP.)
3/4" WATER
SERVICE (TYP.)
3/4" WATER
SERVICE TAP (TYP.)
GAS SERVICE
4" PVC @ 2.00% ELECTRIC SERVICE
SANITARY SERVICE (TYP.)
4" PVC @ 2.00%
SANITARY SERVICE (TYP.)
4" PVC @ 2.00%
SANITARY SERVICE (TYP.)
4" PVC @ 2.00%
SANITARY SERVICE (TYP.)
4" PVC @ 2.00%
SANITARY SERVICE (TYP.)
4" PVC @ 2.00%
SANITARY SERVICE (TYP.)
INV.=5043.07
11.25° BEND
w/ CLEANOUT
INV.=5041.22
CONNECTION 4
INV.=5039.98
INV.=5039.93
CONNECTION 2
INV.=5038.83
INV.=5039.31
CONNECTION 3
INV.=5039.23
EXCO 4-1
INV.=5039.10
CONNECTION 6
INV.=5038.98
EXCO 2-1
INV.=5038.60
11.25° BEND
INV.=5038.22
EXISTING CONNECTION 6
INV. IN=5037.78 (S)
INV. IN=5038.12 (W)
INV. OUT=5037.78 (N)
CONNECTION 5 FG=5041.50
INV. IN=5037.67 (S)
INV. IN=5037.84 (W)
INV. OUT=5037.67 (N)
FG=5043.04
INV.=5037.81
EXISTING CONNECTION 4
INV. IN=5037.28 (S)
INV. IN=5037.61 (W)
INV. OUT=5037.28 (N)
FG=5044.41
EXISTING CONNECTION 3
INV. IN=5037.27 (S)
INV. IN=5037.61 (W)
INV. OUT=5037.27 (N)
FG=5043.75
EXISTING CONNECTION 2
INV. IN=5036.69 (S)
INV. IN=5037.02 (W)
INV. OUT=5036.69 (N)
FG=5044.30
EXISTING CONNECTION 1
INV. IN=5035.75 (S)
INV. IN=5036.08 (W)
INV. OUT=5035.75 (N)
FG=5043.60
83.21 LF 4" PVC @ 2.00%
79.08 LF 4" PVC @ 2.00%
11.45 LF 4" PVC @ 2.00%
81.09 LF 4" PVC @ 2.00%
4.22 LF 4" PVC @ 2.00%
74.47 LF 4" PVC @ 2.00%
44.23 LF 4" PVC @ 2.00%
48.67 LF 4" PVC @ 2.00%
42.91 LF
4" PVC
@ 2.00%
18.76 LF
6" PVC
@ 2.00%
149.88 LF 6" PVC @ 2.00%
77.91 LF 6" PVC @ 2.00%
3.15 LF 4" PVC @ 2.00%
22.69 LF 4" PVC @ 2.00%
53.29 LF 4" PVC @ 2.00%
22.80 LF
4" PVC
@ 2.00%
55.20 LF 4" PVC @ 2.00%
21.41 LF
4" PVC
@ 2.00%
96.76 LF 4" PVC @ 2.00%
EXISTING 4"
CULVERT
EXISTING 3'
CONCRETE PAN
EXISTING 30'
UTILITY ESMT.
10.38 LF
4" PVC
@ 2.00%
INV.=5038.48
3.49 LF
4" PVC
@ 2.00%
CONNECTION 1
INV.=5037.74
10.37 LF 4" PVC @ 2.00%
INV.=5039.99
EXISTING 6" PVC WATER
EXISTING 8" PVC WATER
20.38 LF 4" PVC @ 2.00%
INV.=5040.39
20.38 LF
4" PVC
@ 2.00%
INV.=5039.73
1" WATER SERVICE TAP
22.18 LF
4" PVC
@ 2.00%
INV.=5040.85
32.44 LF 4" PVC @ 2.00%
INV.=5042.78
INV.=5041.06
4.15 LF
4" PVC
@ 2.00%
2-45° BEND
INV.=5038.24
2-45° BEND
INV.=5039.75
2-45° BEND
INV.=5039.93
2-45° BEND
INV.=5039.29
2.00 LF 4" PVC @ 2.00%
INV.=5043.59
2-45° BEND
INV.=5042.98
EXISTING 8" PVC WATER
INLET 1-2
STA 10+31.06
N: 111582.37
E: 193037.79
FES 1
STA 10+00.00
N: 111558.31
E: 193057.43
31.06 LF 15" RCP @ 0.50%
EXISTING 21"
RCP STORM
EXISTING 36"
RCP STORM
EXISTING INLET
2-45° BEND
INV.=5040.38
EXISTING GAS
GAS SERVICE
ELECTRIC SERVICE
ELECTRIC SERVICE
2-45° BEND
INV.=5039.45
OWNER
CAMPANA ADVENTURES LLC
3726 MANHATTAN AVE
FORT COLLINS, CO 80526
N:112133.64
E:193096.40
N:112133.63
E:193227.51
N:111774.02
E:193339.38
N:111567.95
E:193328.99
N:111581.70
E:193056.17
OWNER
CITY OF FORT COLLINS
STORM DRAIN 1
SEE THIS SHEET
LOT 1 LOT 2 LOT 3
LOT 4
LOT 5 LOT 6
LOT 7
LOT 8 LOT 9 LOT 10
LOT 11
LOT 12 LOT 13
LOT 14
LOT 15
LOT 16
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 22
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 33 LOT 32
LOT 36 LOT 35 LOT 34
TRACT A
TRACT B
TRACT C
TRACT D
2" IRRIGATION
TAP
EXISITNG 8" PVC SANITARY SEWER EXISITNG 8" PVC SANITARY SEWER
EXISITNG 8" PVC SANITARY SEWER
EXISITNG 8" PVC SANITARY SEWER
EXISITNG 8" PVC SANITARY SEWER
2-45° BEND
INV.=5040.95
GAS METER (TYP.)
N:111841.56
N:111945.51 E:193197.76
E:193185.67
N:112118.87
E:193175.02
N:111714.55
E:193225.58
N:111785.09
E:193309.92
N:111631.30
E:193320.05
N:111639.79
E:193180.54
TRACT B
TRACT D
2' SIDEWALK CHASE
EXMH 3
EXMH 2
EXMH 1
EXMH 4
PROPOSED SUBDRAIN
PROPOSED SUBDRAIN
5035
5040
5045
5050
5055
5060
5065
5035
5040
5045
5050
5055
5060
5065
11+00 10+00 9+50
PROPOSED
GROUND
EXISTING
GROUND
31.06 LF
15" RCP
@ 0.50%
INLET 1-2
STA 10+31.06
FL. EL 5047.4±
INV. OUT 5044.66 (SE)
FES 1
STA 10+00.00
INV. IN 5044.51 (NW)
100-YR
HGL
U1
UTILITY PLAN
A. Reese
B. Ruch
1"=30'
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
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
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:
June 17, 2015
PROJECT:
1124-001
Sheet
Of 16 Sheets
MANHATTAN TOWNHOMES, SECOND FILING
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
06/17/15
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
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 & 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. ALL DISCHARGE BASIN LIDS SHALL BE PEDESTRIAN RATED.
10. ALL INDIVIDUAL WATER SERVICE LINES ARE TO BE INSTALLED WITH A CURB STOP
OUTSIDE OF THE BUILDING AND A METER WITHIN THE INDIVIDUAL UNITS.
11. 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.
12. 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.
13. ALL WATER SERVICES LINES ARE TO BE 3/4".
14. ALL SANITARY SERVICES ARE TO BE 4".
15. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED
END SECTIONS.
16. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443/C877
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON
THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR-35 OR APPROVED EQUAL.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
18. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE AND
ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS
TO FACILITATE THE INSTALLATION OF THE PROPOSED STORM DRAIN AND UTILITY
SERVICES.
EXISTING WATER MAIN
LEGEND:
W
G
T
E/T/C
EXISTING STORM SEWER
PROPOSED ELECTRIC/TELEPHONE/GAS
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
PROPOSED LOTLINE
APPROXIMATE GAS METER LOCATION GM
W
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
APPROXIMATE ELECTRIC METER LOCATION EM
STORM DRAIN 1
INLET ID INLET TYPE
1 Single Combination Inlet
EXISTING WETLAND
PROPOSED IRRIGATION TAP IR
PROPOSED SUBDRAIN SD
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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/ / / / / / / /
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/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
MANHATTAN AVE
8' CONCRETE TRAIL
OWNER
CAMPANA ADVENTURES LLC
3726 MANHATTAN AVE
FORT COLLINS, CO 80526
OWNER
IMAGO ENTERPRISES INC
3636 MANHATTAN AVE
FORT COLLINS, CO 80526
N:112133.64
E:193096.40
MANHATTAN AVENUE FLOW LINE
SEE SHEET R1
25'
℄
-
25'
℄
-
±47' EOP-
EXISTING 8"
RIBBON CURB
EXISTING 2'
CONCRETE PAN
±47' EOP-
PROPOSED 30" VERTICAL
CURB & GUTTER
PARKING
STRIPE (TYP.)
24' EMERGENCY
ACCESS ESMT.
9'
17'
9'
17'
HC PARKING
SIGN
TRASH ENCLOSURE
4' SIDEWALK
8' CONCRETE TRAIL
EXISTING 3'
CONCRETE PAN
EXISTING 5'
SIDEWALK
TRASH
ENCLOSURE
4' SIDEWALK
4' SIDEWALK
4' SIDEWALK
4' SIDEWALK
4' SIDEWALK
4' SIDEWALK
4' SIDEWALK (TYP.)
4' SIDEWALK (TYP.)
4' SIDEWALK (TYP.)
4' SIDEWALK (TYP.)
4' SIDEWALK (TYP.)
4' SIDEWALK (TYP.)
4' SIDEWALK (TYP.)
5' SIDEWALK
9'
17'
9'
17'
24' EMERGENCY
ACCESS ESMT.
24' EMERGENCY
ACCESS ESMT,
24' EMERGENCY
ACCESS ESMT.
EXISTING FENCE
EXISTING 20'
UTILITY ESMT.
EXISTING 20'
UTILITY ESMT.
N:112133.63
E:193227.51
N:111774.02
E:193339.38
N:111567.95
E:193328.99
N:111581.70
E:193056.17
OWNER
CITY OF FORT COLLINS
LOT 1
LOT 2
LOT 3 LOT 4 LOT 5
LOT 6 LOT 7 LOT 8 LOT 9
LOT 10 LOT 11
LOT 12
LOT 13 LOT 14
LOT 15
LOT 16
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 22
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 34 LOT 33 LOT 32
LOT 35
LOT 36
TRACT A
TRACT B
TRACT C
TRACT D
9'
8'
TRASH
ENCLOSURE
R7-1L
12"
PARKING 18"
NO
ANY
T I ME
R7-1R
12"
PARKING 18"
NO
ANY
T I ME
R7-1L
12"
PARKING 18"
NO
ANY
T I ME
R7-1R
12"
PARKING 18"
NO
ANY
T I ME
TRACT B
TRACT D
2' SIDEWALK CHASE
EXISTING 12' CONCRETE TRAIL
PROPOSED 8'
CONCRETE TRAIL
OWNER
IMAGO ENTERPRISES INC
3636 MANHATTAN AVE
FORT COLLINS, CO 80526
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
LENGTH
30.77'
39.94'
7.22'
15.00'
63.00'
15.00'
42.46'
15.00'
62.00'
15.00'
8.27'
5.26'
15.00'
45.00'
15.00'
7.42'
9.19'
2.09'
16.13'
14.93'
36.00'
15.00'
0.20'
3.32'
24.00'
BEARING
S85°47'05.79"W
N04°12'54.21"W
N04°12'54.21"W
S85°47'05.79"W
N04°12'54.21"W
N85°47'05.79"E
N04°12'54.21"W
S85°44'25.28"W
N04°12'54.21"W
N85°44'25.28"E
N04°12'54.21"W
N18°59'01.78"W
S71°00'58.22"W
N18°59'01.78"W
N71°00'58.22"E
N18°59'01.78"W
N86°58'15.21"W
N86°58'15.21"W
S03°01'44.79"W
N03°01'03.61"E
S86°58'56.39"E
S03°01'03.61"W
S86°58'56.39"E
S86°58'56.39"E
S03°01'03.61"W
LINE TABLE
LINE
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
LENGTH
0.60'
8.53'
2.00'
2.00'
14.31'
14.85'
1.99'
1.55'
2.81'
87.41'
6.73'
1.63'
9.76'
7.89'
0.33'
65.80'
65.11'
5.52'
BEARING
N02°56'36.05"E
N74°04'44.11"W
S15°55'15.89"W
N15°55'15.89"E
N74°04'44.11"W
S74°04'44.11"E
N15°55'15.89"E
S15°55'15.89"W
S86°58'56.39"E
N03°01'44.79"E
N67°00'59.50"E
N18°59'01.78"W
S85°47'57.42"W
S85°47'05.79"W
S04°12'54.21"E
N86°56'00.36"E
N86°56'00.36"E
S85°47'05.79"W
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
DELTA
90°00'00"
90°00'00"
90°02'41"
89°57'19"
8°29'34"
90°00'00"
90°00'00"
97°23'46"
82°36'55"
90°00'00"
77°01'20"
90°00'00"
90°00'00"
90°00'00"
102°54'12"
90°00'39"
12°43'15"
86°00'01"
75°13'01"
90°00'00"
88°51'05"
92°22'17"
88°46'37"
RADIUS
2.00'
2.00'
2.00'
2.00'
88.00'
2.00'
2.00'
10.00'
2.00'
2.00'
3.00'
3.00'
3.00'
3.00'
3.00'
10.00'
48.00'
2.00'
2.00'
1.00'
5.00'
5.00'
1.00'
LENGTH
3.14'
3.14'
3.14'
3.14'
13.04'
3.14'
3.14'
17.00'
2.88'
3.14'
4.03'
4.71'
4.71'
4.71'
5.39'
15.71'
10.66'
3.00'
2.63'
1.57'
7.75'
8.06'
1.55'
BEARING
N49°12'54"W
N40°47'06"E
N49°14'14"W
N40°45'46"E
N08°27'41"W
N63°59'02"W
N26°00'58"E
S45°40'08"E
N44°19'31"E
S41°58'56"E
N35°34'04"W
S60°55'16"W
N29°04'44"W
N60°55'16"E
S35°31'50"E
N48°01'24"E
N03°19'53"W
N24°00'59"E
N56°35'32"W
S40°47'06"W
S48°38'27"E
N40°44'52"E
N49°49'36"W
CHORD
2.83'
2.83'
2.83'
2.83'
13.03'
2.83'
2.83'
15.02'
2.64'
2.83'
3.74'
4.24'
4.24'
4.24'
4.69'
14.14'
10.64'
2.73'
2.44'
1.41'
7.00'
7.22'
1.40'
PV1
& PAVING PLAN
PRIVATE STRIPING A. Reese
B. Ruch
1"=30'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
EASEMENTS
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. PERMEABLE PAVER AREAS SHALL HAVE EDGE RESTRAINTS ALONG ENTIRE
PERIMETER IN ACCORDANCE WITH DETAILS AND MANUFACTURER
RECOMMENDATIONS.
4. EXTRA CARE SHOULD BE TAKEN TO PREVENT THE STORAGE OF SOILS OR OTHER
MATERIALS DIRECTLY ON THE PAVER SURFACE.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6. 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.
7. ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
8. ALL PRIVATE CONCRETE PAVING SHALL HAVE THICKENED EDGE AROUND
PERIMETER.
9. WHEEL-STOPS TO BE PROVIDED FOR ALL HEAD-IN PARKING STALLS.
PERMEABLE PAVERS
PROPOSED VERTICAL CURB & GUTTER
PRIVATE CONCRETE FLATWORK
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
PROPERTY BOUNDARY
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
PRIVATE CONCRETE PAVING
PROPOSED LOT LINE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 17, 2015
PROJECT:
1124-001
Sheet
Of 16 Sheets
MANHATTAN TOWNHOMES, SECOND FILING
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
06/17/15
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
MATCHLINE - SEE RIGHT
MATCHLINE - SEE LEFT
PROPOSED EDGE OF PAVEMENT / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
ASPHALT PATCH
PUBLIC CONCRETE FLATWORK
5046
5047
5048
5045
5042
5043
5044
5046
5045
5042
5043
5044
5046
5047
5045
5042
5043
5044
5046
5047
5045
5042
5043
5044
5046
5047
5045
5042
5043
5044
5046
5047
5045
5043
5044
5046
5046
5047
5047
5045
5042
5043
5044
5046
5045
5043
5044
5046
5047
5048
5045
5045
5044
5044
5046
5047
5048
5050
5049
5045
5046
5047
5048
5049
5048
5048
5049
5049
5049
5049
5048
5042
5042
5045
5041
5042
5043
5044
5046
5047
5045
5043
5044
5046
5047
5045
5043
5044
5046
V.P.
ELEC
F
E
S
F
E
S
F
E
S
CABLE
CABLE
VAULT
ELEC
CABLE
CABLE
CABLE
VAULT
CABLE
VAULT
ELEC
VAULT
CABLE
WV
C
S
H2O W
W H2O
C
S
W
ELEC
BRKR
ELEC
H
Y
D
H2O
VAULT
ELEC
WV
W
WH2O
H2O
C
C
C
C
WV
H2O W
H
Y
D
V
AULT
ELEC
h2o
h2o
h2o
S
V.P.
V.P.
V.P.
V.P.
V.P.
V.P.
V.P.
h2o
V.P.
V.P.
h2o
V.P.
S
h2o
h2o
h2o
V.P.
V.P.
S
S
h2o
h2o
V.P.
SS SS
SS
SS SS
SS SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS
SS
SS
SS SS
SS
SS
SS
X
X X
X X
X
E
W
G
G
G
G
G
G
G
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
W
W
E
E
E
E
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
E
E
E E
E
E
E
E
E
E
E
E
E
E
CTV
G
G
G
G
G
G
G
G
G
G
CTV
CTV
CTV
CTV
CTV
CTV
CTV
FO
FO FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
CTV
X
X X
X X X
X
X
X
X X X
X
X
X
X
X
X
X X
X
/
/ / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
X
X
X X
X
X
X
X
X
X
ST
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS SS
S
WV
WV
WV
WV
W
W
W
W
W
W
W W
W
WV
WV
G
G
G
G
G
D
D
D
S
S
S
S
S
S
S
S
MANHATTAN
AVENUE
NEW MERCER CANAL
EXISTING 20' UE
EXISTING 20' UE
EXISTING 8' TRAIL EASEMENT
EXISTING 8' TRAIL EASEMENT
EXISTING 8' TRAIL EASEMENT
EXISTING 30' UE
EXISTING 20' UE
EXISTING 20' UE
EXISTING 28' EAE
TO BE VACATED
EXISTING 15' AE
TO BE VACATED
EXISTING 20' UE
EXISTING 9' UTIILITY EASEMENT
EXISTING 15' AE
TO BE VACATED
EXISTING 24' EAE
TO BE VACATED
EXISTING 20' UE
EXISTING 28' EAE
TO BE VACATED
EXISTING 28' EAE
TO BE VACATED
EXISTING 15' AE
TO BE VACATED
EXISTING 30' EAE
TO BE VACATED
EXISTING 15' AE
TO BE VACATED
EXISTING 20' UE
/ /
/ / / /
/
/
EXISTING 0.7' WOOD WALL
EXISTING
WATER METER
TO BE REMOVED
EXISTING "SPEED LIMIT 25" SIGN
EXISTING
WATER METER
TO BE REMOVED
EXISTING
WATER METER
TO BE REMOVED
EXISTING
WATER METER
TO BE REMOVED
EXISTING
WATER METER
TO BE REMOVED
EXISTING
GATE
EXISTING
WOOD FENCE
EXISTING WOOD FENCE
W/BRICK COLUMNS
EXISTING
WOOD FENCE
EXISTING WOOD FENCE
EXISTING TREELINE
EXISTING 3' CONC. PAN
EXISTING 3' CONC. PAN
EXISTING 2' CONC. PAN
EXISTING 2' CONC. PAN
WEST EDGE OF
EXISTING
CONCRETE CANAL
EXISTING
"MANHATTAN AVE.
TOWNHOMES" SIGN
TO BE REMOVED
EXISTING FH
TO BE RELOCATED
EXISTING CONCRETE
OUTLET STRUCTURE
EXISTING
18" ADS STORM
EXISTING
21" RCP STORM
EXISTING
STORM INLET
EXISTING
36" RCP STORM
EXISTING
8" SANITARY MAIN
EXISTING 12" WATER MAIN
EXISTING 8" WATER MAIN
EXISTING 8" WATER
EXISTING 8"
WATER MAIN
± 19.5 LF EXISTING
4" SANITARY SERVICE
TO BE REMOVED
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TO BE REMOVED
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4" SANITARY SERVICE
TO BE REMOVED
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TO BE REMOVED
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4" SANITARY SERVICE
TO BE REMOVED
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EXISTING 6" FIRE
SERVICE
TO BE REMOVED
EXISTING PAVEMENT
TO BE REMOVED
PROPOSED
SAWCUT LINE
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± 57.4 LF EXISTING 4"
SANITARY SERVICE
TO BE REMOVED ± 48.0 LF EXISTING
4" SANITARY SERVICE
TO BE REMOVED
EXISTING
WATER METER
TO BE REMOVED
EXISTING WATER
SERVICE
TO BE REMOVED
EXISTING ELECTRIC
TO BE REMOVED
EXISTING TREES
TO BE REMOVED
(TYP.)
EXISTING WATER
SERVICE
TO BE REMOVED
EXISTING WATER
SERVICE
TO BE REMOVED
EXISTING 6" FIRE
SERVICE
TO BE REMOVED
EXISTING UE
TO BE VACATED
EXISTING UE
TO BE VACATED
EXISTING UE
TO BE VACATED
EXISTING 4"
SANITARY
SERVICE
EXISTING
4" SANITARY
SERVICE
EXISTING
4" SANITARY
SERVICE
EXISTING 4"
SANITARY SERVICE
EXISTING
8" SANITARY
OWNER
CAMPANA ADVENTURES LLC
3726 MANHATTAN AVE
FORT COLLINS, CO 80526
OWNER
IMAGO ENTERPRISES INC
3636 MANHATTAN AVE
FORT COLLINS, CO 80526
N:112105.05
E:193103.11
N:112133.64
E:193096.40
EXISTING CABLE
PEDESTAL
TO BE RELOCATED
EXISTING 8"x6" CROSS
TO BE REMOVED
/
/ / / / / / /
EXISTING 8"x6"
SWIVEL TEE
TO BE REMOVED
OWNER
CITY OF FORT COLLINS
N:111774.02
E:193339.38
N:111567.95
E:193328.99
N:111581.70
E:193056.17
N:112133.63
E:193227.51
EXISTING 12'
CONCRETE TRAIL
EXISTING 12'
CONCRETE TRAIL
EXISTING 9' UTIILITY EASEMENT
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CAP & REMOVE
EXISTING 6" FIRE
SERVICE
EXISTING ELECTRIC VAULT
TO BE REMOVED
EXISTING TELECOM/CABLE
PEDESTAL TO BE RELOCATED
EXISTING TELECOM/CABLE
PEDESTAL TO BE RELOCATED
EXISTING STREET LIGHT
TO BE RELOCATED
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 17, 2015
PROJECT:
1124-001
Sheet
Of 16 Sheets
MANHATTAN TOWNHOMES, SECOND FILING
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
06/17/15
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
EX1
DEMOLITION PLAN
EXISTING CONDITIONS & A. Reese
B. Ruch
1"=40'
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
LEGEND:
EXISTING STORM SEWER
EXISTING VALVE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NO. 1124-001
DATE: OCTOBER 28, 2013
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
H Y
EXISTING TREES (TO BE REMOVED)
EXISTING PAVEMENT TO BE REMOVED
1. EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED.
2. HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE ROOT ZONE OF EXISTING TREES.
3. AVOID CUTTING SURFACE ROOTS WHENEVER POSSIBLE, SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO
AVOID DAMAGE.
4. ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY, SMOOTH FLUSH CUTS SHOULD BE MADE, BACKFILL BEFORE THE ROOTS
HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY.
5. PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE ORANGE PROTECTIONS BARRIER FENCING ERECTED, WHICH AS A
MINIMUM ARE SUPPORTED BY 1" X 1" OR SIMILAR STURDY STOCK, FOR SHIELDING OF PROTECTED TREES, NO CLOSER THAN SIX (6) FEET
FROM THE TRUNK OR ON HALF (1
2) OF THE DRIP LINE, WHICH EVER IS GREATER, WITHIN THIS PROTECTION ZONE THERE SHALL BE NO
MOVEMENT OF EQUIPMENT OR STORAGE OF EQUIPMENT, MATERIALS, DEBRIS, FILL OR CUT UNLESS APPROVED BY THE CITY FORESTER.
6. ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S "MEDIUM PRUNED STANDARDS."
7. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A
QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.
8. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL
OR THE STORAGE OR DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY
OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
9. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
10. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATION FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD
RIGHTS-OF-WAYS AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH
TREE AS REQUIRED IN NOT (5) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POSTS STAKES A MAXIMUM OF FIFTY (50)
FEET APART AND TYING A RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING
CLEARED.
11. ALL TREE PRUNING AND REMOVAL WORK SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORIST WHERE REQUIRED
BY CODE.
12. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6)
INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF
TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM
TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW.
TREE PROTECTION NOTES:
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.
TREE DIAMETER AT BREAST
HEIGHT (INCHES)
AUGER DISTANCE FROM
FACE OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
W S O
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
S
D
VAULT
ELEC
UTILITY EASEMENT UE
ACCESS EASEMENT AE
EMERGENCY ACCESS EASEMENT EAE
EXISTING WETLAND
whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Final Drainage Report for Manhattan Townhomes by Northern Engineering, dated June 17, 2015 by Northern
Engineering shall be followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must
be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by
the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit
is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort
Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If
the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an
improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at
all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for
roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree
removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of
Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall
be responsible for providing any and all traffic control devices as may be required by t he 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 48-01
Approximately 1/2 mile South of Horsetooth Road, West of College Avenue at the entrance of Barnes and Noble Bookstore, in the
Northeast corner of their parking lot, on a concrete curb.
Elevation = 5036.76
City of Fort Collins Benchmark 7-93
Centerline of West Horsetooth Rd., 1/2 mile West of College Ave, on the 1/4 cor. monument.
Elevation = 5063.12
Basis of Bearings
The South line of Tract 1 as bearing North 87° 06' 55" West (assumed bearing).
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like
kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the
issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large
patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,
including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows:
a. N/A
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
16. For additional information see separate Erosion Control Report for Manhattan Townhomes, Second Filing.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval,
prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall
be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to
create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can
be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings
are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter
25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay
shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not
cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as
per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt.
Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full
depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.
The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single
axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than
3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins
Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be
notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction
Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement
of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified
during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort
Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an
unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the
requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Final Drainage Report for Manhattan Townhomes by Northern Engineering, dated June 17, 2015 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.
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 17, 2015
PROJECT:
1124-001
Sheet
Of 16 Sheets
MANHATTAN TOWNHOMES, SECOND FILING
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
06/17/15
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
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power-- Todd Vedder (970) 224-6152
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----------- Wes Lamarque (970) 416-2418
U1 UTILITY PLAN
DR1 DRAINAGE EXHIBIT
PROJECT
LOCATION
MANHATTAN TOWNHOMES, SECOND FILING
EX1 EXISTING CONDITIONS & DEMOLITION PLAN
ER1 EROSION CONTROL STATIC PLAN
ER2 EROSION CONTROL DETAILS
BEING A REPLAT OF MANHATTAN TOWNHOMES, LOCATED IN THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 17, 2015
PROJECT:
1124-001
Sheet
Of 16 Sheets
MANHATTAN TOWNHOMES, SECOND FILING
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
06/17/15
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
DEVELOPER/APPLICANT
PROJECT TEAM:
SITE ENGINEER
Northern Engineering Services, Inc.
Nick Haws, PE, LEED AP
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SURVEYOR
Northern Engineering Services, Inc.
Eric Smith, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
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
ARCHITECT
Russell Baker
772 Whalers Way, Suite 200
Fort Collins, CO 80525
(970) 267-7721
Rentfrow Design, LLC
Jon Rentfrow
205 Allen Street
Fort Collins, CO 80525
970-412-3400
PROJECT DATUM: NAVD 88
City of Fort Collins Benchmark 48-01
Approximately 1/2 mile South of Horsetooth Road, West of College Avenue at the entrance
of Barnes and Noble Bookstore, in the Northeast corner of their parking lot, on a concrete
curb.
Elevation = 5036.76
City of Fort Collins Benchmark 7-93
Centerline of West Horsetooth Rd., 1/2 mile West of College Ave, on the 1/4 cor.
monument.
Elevation = 5063.12
Basis of Bearing
The South line of Tract 1 as bearing North 87° 06' 55" West (assumed bearing).
The Birdsall Group, LLC
Jim Birdsall
444 Mountain Avenue
Berthoud, CO 80513
(970) 532-5891
G1 GRADING PLAN
FLOW LINE PLAN & PROFILE
GEOTECHNICAL ENGINEER
Soilogic, Inc
Wolf von Carlowitz, PE.
3050 67th Avenue, Suite 200
Greeley, CO 80634
(970) 535-6144
D1-D5 CONSTRUCTION DETAILS
R2 MANHATTAN AVENUE
CROSS SECTIONS