HomeMy WebLinkAboutUNCOMMON (310 S. COLLEGE) - FDP - FDP150038 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSOLIVE STREET
MOUNTAIN AVENUE
RIVERSIDE AVENUE
MULBERRY STREET
LAUREL STREET
COLLEGE AVE. (U.S. 287)
REMINGTON STREET
MASON STREET
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\1104-001_COVER.dwg LAYOUT NAME: C001 DATE: Nov 18, 2015 - 10:25am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
NOVEMBER 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.
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\1104-001_COVER.dwg LAYOUT NAME: C002 DATE: Nov 18, 2015 - 10:25am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
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
W W W W W
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MH
VAULT
CABLE
CONTROL
IRR
CONTROL
IRR
TF
OLIVE STREET
(100' PUBLIC R.O.W.)
SOUTH COLLEGE AVENUE
(140' PUBLIC R.O.W.)
OWNER:
330 LLC
2775 IRIS AVE
BOULDER, CO 80304
OWNER:
REMINGTON PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
REMINGTON RENTAL
PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
ADP SCREENING AND
SELECTION SERVICES INC.
MAILSTOP 325
ROSELAND, NJ 07068-1728
RECONSTRUCTED
ACCESS RAMPS
NEW CONCRETE SIDEWALK
(7' MIN. WIDTH)
NEW CONCRETE SIDEWALK
(7' MIN. WIDTH)
NEW CONCRETE SIDEWALK
(7' MIN. WIDTH)
CONSTRUCT NEW CURB
MATCH EXISTING ADJACENT
CURB SECTION
DECORATIVE
PAVING
RECONSTRUCTED
ALLEY PAVING
RECONSTRUCTED
CONCRETE DRIVEWAY
MONTEZUMA FULLER ALLEY
(20' PUBLIC R.O.W.)
SIGHT DISTANCE
EASEMENT
PAVEMENT
REMOVAL
AREA
PARKING
GARAGE
OPENING
SEPARATE POUR/JOINT
AT PUBLIC/PRIVATE
INTERFACE
W W W W W
W W W
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E E E E E E
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W W W W W
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VAULT
CABLE
S
ELEC
ELEC
VAULT T
ELEC
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
T
TELE
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ELEC
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VAULT
CABLE
S
ELEC
ELEC
VAULT T
ELEC
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
T
TELE
MH
VAULT
CABLE
CONTROL
IRR
CONTROL
IRR
TF
OLIVE STREET
(100' PUBLIC R.O.W.)
SOUTH COLLEGE AVENUE
(140' PUBLIC R.O.W.)
OWNER:
330 LLC
2775 IRIS AVE
BOULDER, CO 80304
OWNER:
REMINGTON PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
REMINGTON RENTAL
PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
ADP SCREENING AND
SELECTION SERVICES INC.
MAILSTOP 325
ROSELAND, NJ 07068-1728
FFE=
93.00
FFE=93.00
FFE=94.50
FFE=94.50
FFE=94.50
FFE=94.50 FFE=93.50
FFE=93.50
FFE=92.50
90.59
90.33
91.01
92.69
93.16
93.88
93.86
94.37
94.50
94.14
90.18
FFE=
93.00
MONTEZUMA FULLER ALLEY
(20' PUBLIC R.O.W.)
PROPOSED INLET
PROPOSED STORM DRAIN
91.15
90.96
91.59
92.55
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\Details\1104-001_DETAILS.dwg LAYOUT NAME: C500 DATE: Nov 18, 2015 - 10:27am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
C500
UTILITY DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
102
C500
TRAFFIC RATED CURB STOP INSTALLATION
NOT TO SCALE
100
C500
WATER MAIN BEDDING REQUIREMENTS
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\Details\1104-001_DETAILS.dwg LAYOUT NAME: C501 DATE: Nov 18, 2015 - 10:27am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
C501
UTILITY DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
204
C501
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:
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\Details\1104-001_DETAILS.dwg LAYOUT NAME: C502 DATE: Nov 18, 2015 - 10:27am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
C502
UTILITY DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
302
D502
SERVICE WYE DETAIL
NOT TO SCALE
300
C502
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\Details\1104-001_DETAILS.dwg LAYOUT NAME: C503 DATE: Nov 18, 2015 - 10:27am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
C503
SITE DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
402
C503
STANDARD MANHOLE COVER
NOT TO SCALE
400
C503
CURB AND GUTTER
NOT TO SCALE
405
C503
ACCESS RAMP DETAILS 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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\Details\1104-001_DETAILS.dwg LAYOUT NAME: C504 DATE: Nov 18, 2015 - 10:27am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
C504
SITE DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
500
C504
RESIDENTIAL LOCAL STREET ACCESS RAMPS
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\Details\1104-001_DETAILS.dwg LAYOUT NAME: C505 DATE: Nov 18, 2015 - 10:27am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
C505
DRAINAGE DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
602
C505
CHANNELING DETAILS FOR MANHOLES
NOT TO SCALE
600
C505
STORMWATER 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
VARIES
(2' - 8')
\A1;2" MIN.
\A1;24"
NOTES:
ROOF DECK
SLOPE
TO DRAIN
ROOF DECK
SLOPE
TO DRAIN \A1;6"
VARIES
(2' - 8')
\A1;2" MIN.
\A1;24"
NOTES:
ROOF DECK
SLOPE
TO DRAIN
ROOF DECK
SLOPE
TO DRAIN \A1;6"
VARIES
(2' - 8')
\A1;2" MIN.
\A1;29"
ROOF DECK
SLOPE
TO DRAIN
ROOF DECK
SLOPE
TO DRAIN \A1;6"
NOTES:
VARIES
(2' - 8')
\A1;2" MIN.
\A1;(26")
ROOF DECK
SLOPE
TO DRAIN
ROOF DECK
SLOPE
TO DRAIN \A1;6"
NOTES:
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\Details\1104-001_DETAILS.dwg LAYOUT NAME: C506 DATE: Nov 18, 2015 - 10:27am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
MH
CONTROL
IRR
CONTROL
IRR
TF
OLIVE STREET
(100' PUBLIC R.O.W.)
SOUTH COLLEGE AVENUE
(140' PUBLIC R.O.W.)
MONTEZUMA FULLER ALLEY
(20' PUBLIC R.O.W.)
OWNER:
330 LLC
2775 IRIS AVE
BOULDER, CO 80304
OWNER:
REMINGTON PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
REMINGTON RENTAL
PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
ADP SCREENING AND
SELECTION SERVICES INC.
MAILSTOP 325
ROSELAND, NJ 07068-1728
3
1 2
EXISTING
INLETS
EXISTING STORM DRAIN PROPOSED
STORM MANHOLE
PROPOSED
STORM DRAIN
PROPOSED INLET
LID/PLANTER AREAS
LID/PLANTER AREAS
LID/PLANTER AREAS
LID/PLANTER AREAS
OS1
1
0.10
2
0.66
OS1
0.48
3
0.05
NORTH
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
/ / / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
M
H
VAULT
CABLE
CONTROL
IRR
CONTROL
IRR
TF
OLIVE STREET
(100' PUBLIC R.O.W.)
SOUTH COLLEGE AVENUE
(140' PUBLIC R.O.W.)
MONTEZUMA FULLER ALLEY
(20' PUBLIC R.O.W.)
OWNER:
330 LLC
2775 IRIS AVE
BOULDER, CO 80304
OWNER:
REMINGTON PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
REMINGTON RENTAL
PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
ADP SCREENING AND
SELECTION SERVICES INC.
MAILSTOP 325
ROSELAND, NJ 07068-1728
FFE=93.0± FFE=93.0±
FFE=94.5±
FFE=94.5±
FFE=94.5±
FFE=94.5±
FFE=93.5±
FFE=93.5±
FFE=92.5±
FFE=94.5±
4995.17 (NAVD88)
4994.17 (NAVD88)
XS#: 74
XS#: 346
XS#: 198
E E E E E E E E E E E E E
T
T T T T T T T T T T T T
PARKING
GARAGE
MH
VAULT
CABLE
CONTROL
IRR
CONTROL
IRR
PROPOSED INLET
PROPOSED STORM DRAIN
OLIVE STREET
(100' PUBLIC R.O.W.)
SOUTH COLLEGE AVENUE
(140' PUBLIC R.O.W.)
OWNER:
330 LLC
2775 IRIS AVE
BOULDER, CO 80304
OWNER:
REMINGTON PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
REMINGTON RENTAL
PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
ADP SCREENING AND
SELECTION SERVICES INC.
MAILSTOP 325
ROSELAND, NJ 07068-1728
MONTEZUMA FULLER ALLEY
(20' PUBLIC R.O.W.)
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
CONSTRUCTION FENCE
w/ ROCK SOCK
CONSTRUCTION FENCE
w/ ROCK SOCK
CONSTRUCTION FENCE
w/ ROCK SOCK
CONSTRUCTION FENCE
w/ ROCK SOCK
CWA
VTC
RS
SF
IP
RS
RS
RS
SF
SF SF
IP
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
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
RS
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e. RIVER ROCK
AND COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6.
CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE
LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR
SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE
STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO
DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
\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
CWA
MANHOLE
ROCK BERM SHALL
2"x 4" WOOD STUD EXTENDED
INTO CONCRETE BLOCKS
WIRE ENCLOSED
1 1/2" WASHED ROCK CONCRETE
BLOCKS
CURB INLET
GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD
OVERFLOW
FILTERED
RUNOFF
%%uSECTION A-A
A
A
%%uPLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%%uSECTION B-B
%%uPLAN VIEW
B
B
ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
CURB AND GUTTER
BE PLACED TIGHTLY
AGAINST CURB FACE
GRAVEL FILTER
1/2" TO 1" BELOW TOP OF CURB
TUBULAR
MARKER
IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED.
TUBULAR
MARKER
TUBULAR
MARKER
\A1;3'
\A1;2'
CURB INLET
WIRE ENCLOSED
SETTLED
RUNOFF
GRAVEL FILTER
CURB INLET MANHOLE
{CURB INLET BLOCK AND GRAVEL FILTER
(INLET IN SUMP)}
INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48
HOURS AFTER PAVING IS PLACED.
WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF
INLET PROTECTION IN STREETS.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN
5" MAX
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
IP
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\Drng\1104-001_EROS.dwg LAYOUT NAME: C603 DATE: Nov 18, 2015 - 10:29am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [1104-001_xEXST] [1104-001_xTOPO] [1104-001_xGRAD] [1104-001_xSITE] [1104-001_xUTIL]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
C603
EROSION CONTROL 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
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
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
AREA INLET FILTER GRAVEL
01/03/01 D-24
NBJ
GENERAL NOTES:
SECTION A-A
PLAN VIEW
1. INSPECT AND REPAIR FILTER AFTER EACH STORM
EVENT. REMOVE SEDIMENT WHEN ONE HALF OF THE
FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT
SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A
SEDIMENT BASIN OR OTHER FILTERING MEASURES.
2. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY
REMOVED FROM TRAVELED WAY OF ROADS.
FILTERED WATER
OVERFLOW
CONCRETE BLOCK
WIRE SCREEN
GRAVEL FILTER
GRAVEL FILTER
AREA INLET
WITH GRATE
RUNOFF
A
A
(WIRE APPROX. SCREEN 1/2 IN. MESH) CONCRETE BLOCK
(APPROX. 3/4 IN. DIA.)
GRAVEL FILTER
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
SILT FENCE
12/27/00 D-28
NBJ
FILTER FABRIC
ATTACH SECURELY TO
POST
COMPACTED BACK FILL
APPROXIMATELY
4 IN. X 4 IN. TRENCH
10 IN.
MIN.
STEEL OR
WOOD POST
RUNOFF
SECTION VIEW
1. THE MAXIMUM TRIBUTARY AREA IS LIMITED TO 0.25
ACRES PER 100 FEET OF FENCE.
2. INSPECT AND REPAIR FENCE AFTER EACH STORM
EVENT. REMOVE SEDIMENT WHEN ONE HALF THE HEIGHT
OF THE FENCE HAS BEEN FILLED. REMOVED SEDIMENT SHALL
BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT
BASIN OR OTHER FILTERING MEASURE.
GENERAL NOTES:
BACK FILLED TRENCH
STEEL OR WOOD POST FILTER FABRIC
NOT TO SCALE
001
C603
CONCRETE WASHOUT AREA
NOT TO SCALE
002
C603
ROCK SOCK DETAIL
NOT TO SCALE
003
C603
VEHICLE TRACKING CONTROL PAD
NOT TO SCALE
004
C603
CURB INLET PROTECTION
NOT TO SCALE
005
C603
AREA INLET FILTER GRAVEL
NOT TO SCALE
006
C603
SILT FENCE
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\Drng\1104-001_EROS.dwg LAYOUT NAME: C602 DATE: Nov 18, 2015 - 10:29am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [1104-001_xEXST] [1104-001_xTOPO] [1104-001_xGRAD] [1104-001_xSITE] [1104-001_xUTIL]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
C602
EROSION CONTROL PLAN
A. Cvar
B. Ruch
1"=20'
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
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 DRAINAGE FACILITIES 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:
BENCHMARK/BASIS OF BEARING
LEGEND:
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
PROPOSED CONCRETE
CROSS PAN (TYP.)
PEDESTRIAN ACCESS RAMPS
PROPERTY BOUNDARY
SILT FENCE SF
INLET PROTECTION IP
ROCK SOCK RS
VEHICLE TRACKING PAD VTC
SF
CONCRETE WASHOUT AREA CWA
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
FIELD SURVEY BY:
GENERAL NOTES:
NORTHERN ENGINEERING
PROJECT NO. 1104-001
DATE: MAY 2015
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 06-00
ON A CATCH BASIN AT THE NORTHWEST CORNER OF MULBERRY STREET AND COLLEGE
AVENUE.
ELEV.= 4993.85
CITY OF FORT COLLINS BENCHMARK 29-97
NORTHEAST CORNER OF MULBERRY ST. AND WHEDBEE STREET, ON A CONCRETE TRAFFIC
SIGNAL BASE.
ELEV.= 4978.01
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSED, THE FOLLOWING
EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.17'
BASIS OF BEARINGS
BASIS OF BEARINGS IS THE WEST LINE OF BLOCK 123 AS BEARING NORTH 00° 19' 09" EAST
(ASSUMED BEARING).
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 1.06 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 FINAL DRAINAGE AND EROSION CONTROL REPORT FOR
UNCOMMON DATED NOVEMBER 18, 2015 BY NORTHERN ENGINEERING INC FOR
ADDITIONAL INFORMATION.
TABLE OF CONSTRUCTION SEQUENCE AND BMP
APPLICATION
CONSTRUCTION PHASE
(DESCRIPTION)
PHASE I
(GRADING)
PHASE II
(INFRASTRUCTURE)
PHASE III
(VERTICAL
CONSTRUCITON)
PHASE IV
(PERMANENT
BMP'S)
Grading (Include Offsite)
Overlot
Pipeline Installation
Stormwater
Concrete Installation
Site Walls
Building Structure
Miscellaneous
Hardscape Amenities
BEST MANAGEMENT PRACTICES
Temporary
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Flow Barriers (Wattles, Rock Socks, etc.) (RS)
Concrete Washout Area (CWA)
Preventative Maintenance Activities/Meetings/etc.
Silt Fence (SF)
Permanent
Mulching/Sealant
Permanent Seed Planting
Sewer Service
Water Service
Curb and Gutter
TEMPORARY BMP'S
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
OPENING
REPLACE OLD CURB & GUTTER
w/ NEW VERTICAL CURB & GUTTER
REBUILD NEW SIDEWALK ±2
EAST OF OLD SIDEWALK
REBUILD CURB &
GUTTER IN PLACE
REBUILD CURB RETURN
& PEDESTRIAN RAMP
NORTH
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\Drng\1104-001_FLOOD.dwg LAYOUT NAME: C601 DATE: Nov 18, 2015 - 10:28am CAD OPERATOR: ben
LIST OF XREFS: [1104-001_xSITE] [NES-xborder] [1104-001_xEXST] [1104-001_xTOPO] [1104-001_xGRAD] [1104-001_xUTIL]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
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
C601
FLOODPLAIN EXHIBIT
A. Cvar
A. Reese
1"=20'
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
NOTES:
FOR STORMWATER REVIEW ONLY
NOT FOR CONSTRUCTION
1. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION
2. THIS PROJECT IS LOCATED WITHIN THE CITY-REGULATED OLD TOWN 100-YEAR
FLOODWAY AND FLOOD FRINGE AND MUST COMPLY WITH CHAPTER 10 OF THE CITY
CODE.
3. ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE
PER NAVD 88 DATUM.
4. ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES,
BIKE RACKS, ETC.) MUST BE ANCHORED.
5. THE LOWEST FLOOR AND THE FINISHED FLOOR FOR ANY BUILDING IN THE
FLOODPLAIN SHALL BE FLOODPROOFED UP TO THE REGULATORY FLOOD
PROTECTION ELEVATION.
6. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH STRUCTURE AND EACH
SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN.
7. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
8. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE SUBMITTED AT THE TIME
OF THE BUILDING PERMIT APPLICATION.
9. A FLOODPROOFING CERTIFICATE SHALL BE COMPLETED AND APPROVED BEFORE
THE CERTIFICATE OF OCCUPANCY IS ISSUED FOR ANY STRUCTURE IN THE
FLOODPLAIN.
10. THE FLOODPROOFING REQUIREMENTS OF CHAPTER 10 OF THE CITY CODE WILL BE
SATISFIED PRIOR TO ISSUANCE OF A BUILDING PERMIT.
11. NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE
FLOODWAY.
12. REFER TO THE FINAL DRAINAGE AND EROSION CONTROL REPORT FOR UNCOMMON
DATED NOVEMBER 18, 2015 FOR ADDITIONAL INFORMATION.
13. ALL HVAC EQUIPMENT IS SUBJECT TO CHAPTER 10 FLOOD PROTECTION
REAQUIREMENTS.
14. REFER TO ARCHITECTURAL DOCUMENTS FOR ADDITIONAL FLOODPROOFING
INFORMATION.
LOWEST FLOOR
ELEVATION = C
RFPE
ELEVATION = B
BASE FLOOD ELEVATION
\(A1;BFE) 18" = A
DETAIL
NTS
FIELD SURVEY BY:
BENCHMARKS:
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NO. 1104-001
DATE: MAY 2015
SLAB-ON-GRADE
MIXED-USE BUILDING
SUMMARY
EL. DESIGNATION NAVD 88
A 4995.60 FT
B 4997.10 FT
C 4993.00 FT
REGULATORY FLOOD PROTECTION ELEVATION (RFPE) 4997.10 FT
MINIMUM FLOODPROOFING ELEVATION 4997.10 FT
ELEVATION OF HVAC EQUIPMENT 5052.60 FT
FIRST FLOOR
COMMERCIAL/RETAIL
RESIDENTIAL UNITS ABOVE
FLOOD
PROOF
LEGEND:
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
EXISTING 100-YEAR CITY FLOODWAY
PROPOSED STORM INLET
PROPOSED CONCRETE
CROSS PAN (TYP.)
PEDESTRIAN ACCESS RAMPS
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
PROPERTY BOUNDARY
CROSS-SECTION (CSL)
BASE FLOOD ELEVATION (BFE)
EXISTING 100-YEAR CITY FLOODPLAIN
ELEVATION NGVD 88 5000
XS#: 2446
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 06-00
ON A CATCH BASIN AT THE NORTHWEST CORNER OF MULBERRY STREET AND COLLEGE
AVENUE.
ELEV.= 4993.85
CITY OF FORT COLLINS BENCHMARK 29-97
NORTHEAST CORNER OF MULBERRY ST. AND WHEDBEE STREET, ON A CONCRETE TRAFFIC
SIGNAL BASE.
ELEV.= 4978.01
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSED, THE FOLLOWING
EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.17'
UNDERGROUND
PARKING
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\Drng\1104-001_DRNG.dwg LAYOUT NAME: C600 DATE: Nov 18, 2015 - 10:28am CAD OPERATOR: ben
LIST OF XREFS: [1104-001_xEXST] [1104-001_xSITE] [NES-xborder] [1104-001_xUTIL] [1104-001_xGRAD] [1104-001_xTOPO]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
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
C600
DRAINAGE EXHIBIT
A. Cvar
A. Reese
1"=20'
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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 AND EROSION CONTROL REPORT FOR UNCOMMON
DATED NOVEMBER 18, 2015 FOR ADDITIONAL INFORMATION.
2. REFER TO THE FLOODPLAN EXHIBIT ON SHEET C601 FOR ADDITIONAL
INFORMATION.
BASIN
DESIGNATION
AREA BASIN (AC)
PROPOSED CONCRETE PAVING
PROPOSED SUBDRAIN SD
BENCHMARK
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
HYDROLOGY SUMMARY
C
0.60 ac
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 0.10 0.98 1.00 5.0 5.0 0.3 1.0
2 2 0.66 0.91 1.00 5.0 5.0 1.7 6.5
3 3 0.05 0.96 1.00 5.0 5.0 0.1 0.5
OS1 OS1 0.48 0.95 1.00 5.9 5.0 1.3 4.8
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 06-00
ON A CATCH BASIN AT THE NORTHWEST CORNER OF MULBERRY STREET AND COLLEGE
AVENUE.
ELEV.= 4993.85
CITY OF FORT COLLINS BENCHMARK 29-97
NORTHEAST CORNER OF MULBERRY ST. AND WHEDBEE STREET, ON A CONCRETE TRAFFIC
SIGNAL BASE.
ELEV.= 4978.01
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.17'
BASIS OF BEARINGS
BASIS OF BEARINGS IS THE WEST LINE OF BLOCK 123 AS BEARING NORTH 00° 19' 09" EAST
(ASSUMED BEARING).
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
C506
DRAINAGE DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
700
C506
FLOW-THROUGH STORMWATER PLANTER
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
(NORTH COURTYARD) NOT TO SCALE
701
C506
FLOW-THROUGH STORMWATER PLANTER
(SOUTH COURTYARD - S1)
NOT TO SCALE
702
C506
FLOW-THROUGH STORMWATER PLANTER
(SOUTH COURTYARD - S2) NOT TO SCALE
703
C506
FLOW-THROUGH STORMWATER PLANTER
(SOUTH COURTYARD - S3)
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
601
C505
SHALLOW MANHOLE WITH FLAT TOP
NOT TO SCALE
604
C505
TRAFFIC RATED AREA INLET GRATE
CLASS B BEDDING
LOWER LIMIT OF
UNIFORM GRADED
CLASS A BEDDING
LOWER LIMIT OF
LOWER LIMIT OF
MATERIAL
TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS.
REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS,
SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS.
SUBDRAIN DETAIL
TRENCH WIDTH AS SPECIFIED
TRENCH WIDTH AS SPECIFIED
ROCK EXCAVATION
TRENCH WIDTH AS SPECIFIED
GRANULAR MATERIAL
UNSTABLE SUBGRADE
TRENCH WIDTH AS SPECIFIED
ROCK
1 1/2 IN.
COMPACTED
GRANULAR OR
TRENCH WALL
SLOPE
COMPACTED
MATERIAL GRANULAR
%%UNOTES:
2.
1.
6 IN. MIN.
4 IN. MIN.
\A1;1/8 PIPE O.D.
OR 4 IN. MIN.
SLOTTED PIPE
PERFORATED OR
GRAVEL
FILTER
BACKFILL
COMPACTED DENSELY
TRENCH WIDTH AS SPECIFIED
CLASS C BEDDING
TRENCH WIDTH AS SPECIFIED
\A1;1/4 PIPE O.D.
SLOPE
MATERIAL
COMPACTED
TRENCH DENSELY WALL
\A1;PIPE O.D. + 8 IN.
\A1;1/4 PIPE O.D.
MATERIAL
COMPACTED
DENSELY
SLOPE
TRENCH WALL
MATERIAL
\A1;PIPE O.D.
OR 6 IN. MIN.
\A1;1/8 PIPE O.D.
3000 CONCRETE P.S.I.
TRENCH WALL
LOWER LIMIT OF
UNIFORMLY
SELECTED GRADED
SLOPE
GRADED COMPACTED ROCK OR
MATERIAL
GRANULAR
COMPACTED
\A1;PIPE O.D.
TRENCH WALL
LOWER LIMIT OF
SLOPE
COMPACTED
DENSELY
FILTER
6 IN. MIN.
\A1;PIPE O.D.
\OR A1;4 1/IN. 8 PIPE MIN. O.D.
\A1;PIPE O.D.
BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC.
MATERIAL
LOWER LIMIT OF
TRENCH WALL
SLOPE
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
SKC
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED:
DATE:
DRAWN BY:
SHALLOW MANHOLE WITH FLAT TOP
11/8/00
NBJ
PIPE SIZE MIN. MANHOLE
DIAMETER
24 IN. OR LESS
27 IN. TO 42 IN. (INCL.)
OVER 42 IN. 72 IN.
60 IN.
48 IN.
NOTE: MINIMUM INSIDE DIAMETER OF
MANHOLE SHALL BE AS FOLLOWS:
ALTERNATE BASE
POURED INVERT
RECAST MANHOLE
BASE
8 IN. MIN.
6 IN.
2 IN. MIN.
SLOPE
1 IN./FT.
BRICK &/OR CONCRETE
ADJUSTMENT SHIM
GROUTED INSIDE AND OUT
FLAT SLAB TOP SECTION
IN LIEU OF CONICAL TOP
ASTM C-478
MANHOLE SECTIONS
GROUT BASE TO CONE
INSIDE AND OUT
POURED CONCRETE
BASE
SEE NOTE
MANHOLE RUNGS
12 IN. O.C.
FINISHED GRADE
24 IN. RING AND COVER - 400 LB.
DENVER HEAVY BY MACLEAR
OR APPROVED EQUAL
8 IN.
1 FT.
5 FT. MAX.
16 IN. MAX
SLOPE
1 IN./FT.
18 IN. MAX
2 IN.
8 IN. MIN.
28 IN. MAX
ASTM C-478
AS NEEDED
BEND WITH
CURVED DEFLECTOR STRAIGHT DEFLECTOR
BEND WITH
INLINE UPSTREAM MAIN &
90 LATERAL WITH DEFLECTOR
WITH DEFLECTOR
DIRECTLY OPPOSED LATERAL
(HEAD LOSSES ARE STILL EXCESSIVE
WITH THIS METHOD, BUT ARE
SIGNIFICANTLY MORE THAN WHEN
NO DEFLECTOR EXISTS)
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED:
DATE:
DRAWN BY: NJB
11/9/00 D-5
CHANNELING DETAILS FOR MANHOLES
o
GENERAL NOTES:
1. AREA INLETS MAY BE USED FOR
DRAINAGEWAY OTHER THAN STREETS.
(EXAMPLE, PARKING LOTS, MEDIANDS,
SUMP BASINS)
NO. 12 GRATE AND FRAME BY
MaCLEAR OR APPROVED EQUAL.
PLAN VIEW
A
A
B B
35 3/4 IN.
6 IN. 23 3/4 IN.
3 IN. CIR. O.F.
2 IN. CIR L.F.
#4 @ 12 IN.
CTRS. (TYP.)
#4 @ 12 IN. CTRS.
F
#4 BAR CONCRETE
PIPE O.D.
3 IN.
CIR.
CONCRETE PIPE
I.D. D
SECTION A-A SECTION B-B
12 IN.
LAP
DRAINAGE
SLOPE FOR
INLET AND
FLOW LINE OF
CONDUIT
PIPE
AROUND
#4
12 IN. MIN. INLET GRATES
CTRS. (TYP.)
#4 @ 12 IN.
2 IN. CIR L.F.
3 IN. CIR. O.F.
28 1/4 IN.
6 IN. 16 1/4 IN.
H
AND FLOOR
6 IN. TYPICAL WALLS
12 IN. SPACING STEP MAX.
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED:
DATE:
DRAWN BY: NBJ
12/8/00 D-9A
AREA INLET
GRATE INSTALLATION
%%UDETAIL
1 "
R.
3" X
FLAT
SLOT
%%UGENERAL NOTES
8
3 "
4
3 "
4
1 "
1 2
HYDRAULICALLY INEFFICIENT, POOR TOLERANCE
FOR DEBRIS AND ICE. USE FOR PEDESTRIAN
%%UCLOSE MESH GRATE
40 4
33 2 1 "
1 "
31 2
1 "
TYPICAL HEX. ROUND
OR TWISTED CROSS BARS
AT 4" CTRS., WELDED TO
4" x BEARING BARS
SPACED AT 2 " CTRS.
3 8 "
3 8 "
8
3
1
1 2
"
4
1 1 "
1
1 2
"
16
11 "
16
3 "
3" x 4
" 1
ALTERNATE SLOT AND
HOLD DOWN
1 "
4
3
x 1"
SLOTTED
3"
HOLE
%%UPLATE DETAIL
%%USLOT DETAIL
STRUCTURAL STEEL FOR GRATES AND GRATE INSTALLATION HARDWARE SHALL BE
GALVANIZED AND SHALL BE IN ACCORDANCE WITH 712.06.
THE STANDARD INLET GRATES SHALL BE USED ON ALL TYPE C INLETS UNLESS
CLOSE MESH GRATES ARE SPECIFIED ON THE PLANS.
2" 3"
1"
OFFSET
X 8"
BOLT
3"
4 "
13"
6"
WASHER
CLR.
INLET WALL
4
1 "
2
1
16
15 "
8
5 "
GRATE
4
1
SLOT DETAIL IN 3 " x "
FLATS SAME AS IN STANDARD
E E
4" x "
BEARING BAR
3 8
%%USECTION E-E
3" x " 4 FLAT
1
16
3
16
3
3 " x "
FLAT
4
1
2
1
2
1
4
1 "
4
3 4
" 1 "
x FLAT
4 8
" 3 "
x BAR
2.
1.
AND BICYCLE AREAS.
DETAIL
CAD FILE NAME: D-9B
STORMWATER CONSTRUCTION DETAILS
(970) 221-6700
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
TRAFFIC RATED AREA
I:\StmWtr\Criteria Manual\D9B.dwg 4/7/11
DRAWN BY: T. COX
D9B.dwg
BICYCLE SAFE
DATE DRAWN: 2/18/05
INLET GRATE
INLET GRATE.
CAD FILE NAME:
INSTALLATION
I:\StmWtr\Criteria Manual\D9C.dwg 4/7/11
DRAWN BY: T. COX
D9C.dwg
LEVEL GRATE
DATE DRAWN: 2/18/05
16" MAX.
4% 4% 4%
CLR.
3"
BAR
#4 HOOP
PIPE O.D.
CONCRETE
PIPE I.D.
CONCRETE
METAL &
F
LAP
12"
#4@12" O.C.
1
4 2 "
(TYP.) O.#4@C. 12"
O.C.
#4@12"
WALLS & FLOOR
6" TYPICAL
& CONDUIT
OF FLOW INLET LINE
PIPE
AROUND
#4 BAR
GRATES
INLET
14" 14"
12" MIN. H D
CONCRETE SHALL BE CLASS B. INLET MAY BE CAST-IN-PLACE OR
GENERAL NOTES
1.
2.
3.
4.
PRECAST.
STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" EXCEEDS 3'-6" AND
SHALL BE IN ACCORDANCE WITH AASHTO M 199.
AND SHALL HAVE A MINIMUM 2" CLEARANCE.
REINFORCING BARS SHALL BE EPOXY COATED AND DEFORMED,
W1.4 OR 6 X 6 - W2.1 X W2.1.
REINFORCEMENT FOR CONCRETE SLOPE PAVING SHALL BE 6 X 6 - W1.4 X
CONCRETE SLOPE AND DITCH PAVING SHALL CONFORM TO SECTION 507.
#4 DIAGONAL
(TYP.)
OUTLET PIPE
CENTERLINE OF
A
A
B B
SECTION A-A
SECTION B-B
\A1;3'-\A1;2'-11" 11"
\A1;6'-8"
\A1;6" \A1;6"
\A1;3'-4"
\A1;3'-4"
TO FASTEN GRATING DOWN
5/8"x8" THREADED BOLT
GRATE
5 "
8
15 "
16
1
2
1 "
4
INLET WALL
CLR.
WASHER
3" 6"
1
4 "
3"
BOLT
X 8"
OFFSET
1"
2" 3"
SLOT DETAIL
PLATE DETAIL
HOLE
3"
SLOTTED
x 1"
3
4
HOLD DOWN
ALTERNATE SLOT AND
1 "
3" x 4
3 "
16
11 "
16
"
1 2
1
1 1 "
4
"
1 12
1
2
1 "
4
3 "
4
3 "
/ 8
SLOT
FLAT
3" X
1 " R.
DETAIL
GRATE INSTALLATION
\A1;3"
\A1;3"
\A1;6"
\A1;6"
(TYP.) (TYP.)
(TYP.)
PLAN LEGEND
A A
IS VIEWED)
DIRECTION SECTION
SECTION LINE A-A
(ARROWS POINT IN
MIN.
MAX.
O.C.
DIA.
TYP.
#
@ AT
NUMBER
TYPICAL
DIAMETER
ON CENTER
MAXIMUM
MINIMUM
ABBREVIATIONS
CLR. CLEARANCE
F FLOW LINE
(TYP.)
5/8"x8" THREADED BOLT
TO FASTEN GRATING DOWN
TO FASTEN GRATING DOWN
5/8"x8" THREADED BOLT
(TYP.)
AREA INLET
#4
OUTLET
PIPE D H
MIN.
1.5
(FEET) (FEET)
3.0
2.0 3.0
2.5 3.5
3.0 4.0
3.5 4.5
4.0 5.0
DETAIL
D-9C
STORMWATER CONSTRUCTION DETAILS
(970) 221-6700
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
NOT TO SCALE
603
C505
AREA INLET
NOT TO SCALE
605
C505
AREA INLET LEVEL GRATE INSTALLATION
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
501
C504
TRUNCATED DOME WARNING
02/17/15
RESIDENTIAL LOCAL STREET ACCESS RAMPS
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 3 1606a
DRAWING
DATE:
FORT COLLINS ONLY
Notes:
1. Set ramp slopes using the center of the
ramp.
2. Truncated dome warning panel: Install
panels along with the concrete pour for the
ramp. Specifications for the panel material
will be provided upon request.
3. Each ramp shall align perpendicular to the
street in which the ramp is provided to
cross.
4. Refer to standard drawing 1606 in the
Laimer County urban area street standards
for other necessary criteria needed to
construct these ramps that is not specified
on this drawing.
5. Construct the ramps and walk so the corner
area all drains to the street.
6. If curb and gutter are poured monolithic with
ramp, place dome edge at back of curb as
shown. If not poured monolithic, place
dome edge 6" from back of curb.
PLAN VIEW
NTS
Ramp
Flare
Gutter
Ramp
Ramp
Flare
Curb
Curb
Conc. Flare
Panels Panels
Truncated dome
panels:
1-2'x2.5'
1-2'x2'
Truncated Dome Warning
Detection Plan Locations
LEGEND:
BOC- Back of curb
⅊ Property Line
PT - Point of Tangency
Flow line
Section A-A
NTS
4'-6"
2'-6" 2'-0"
2'-0"
t
Varies
Varies
4.5'
6.0'
.5'
1.5'
4.5'
1.5 '
12.0'
12.0'
4.5'
.5'
4.5' 6.0'
Landscaped
Area
PT Curb
A
A
6" Curb
(TYP)
0" Curb
Full height
curb
Truncated dome
warning detection
⅊
PT of walk
R15.0'
⅊
⅊ & BOW
5'-6" BOC to walk w/ vertical curb
5'-7" BOC to walk w/ drive over curb
Conc. Sidewalk
Area to be landscaped
Conc. walk
Gutter
or
Apron
Truncate Dome
Warning Panel
1:12 Max slope
1:20
Slope
PT of
curb
return
6"
Conc. Flare
6" Curb
(TYP)
NOT TO SCALE
See note 6
02/17/15
TRUNCATED DOME WARNING FOR ACCESS RAMPS
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 3 1607
DRAWING
DATE:
Curb
Flare
Varies
Curb
Flare
Ramp
Curb
Curb
Flare
Ramp
Varies
Panels
Panels
6"
Ramp
Width:
4.5'
5.0'
6.0'
7.0'
8.0'
Note:
Truncated dome panels are
available in 2'x2' squares
and 2'x2.5' rectangles.
Combine the widths to fit
the ramp. Panels may be
cut to no less than a 2'x1.5'
size.
Panel Width
Combinations:
2'+2.5'
2.5'+2.5'
2'+2'+2'
2.5'+2'+2.5'
2'+2'+2'+2'
Notes:
1. Truncated dome warning panel:
Install panels along with the
concrete pour for the ramp.
Specifications for the panel and
installation instructions will be
provided upon request.
2. This drawing shows vertical curb.
For Drive Over Curb the warning
detection location shall be placed in
the same position 6" back from the
back of curb.
3. If curb and gutter are poured
monolithic with ramp, place dome
edge at back of curb as shown. If
not poured monolithic, place dome
edge 6" from back of curb.
Case 1-Directional Ramps
Case 2-Non-Directional Ramps
Varies
Panels
Ramp
Panels
Flare
Curb
Case 3-Mid-Block Ramps
6"
Panels Panels
Flare
6"
Flare
Varies
FORT COLLINS ONLY
Aligned with
Pedestrian flow
Gutter
or
Apron
℄Center line of ramp
BOC-Back of Curb
FOC -Face of Curb
-Flow line
Varies
2'-0"
2'-0"
A
A
FOC or ℄
2'-0"
BOC
BOC
1:20 1:12 max slope
slope
Panels embedded in the
concrete ramps
Section A-A (Center line of ramp)
NTS
Flow line Curb
and Gutter
BOC
NOT TO SCALE
See Note 3
502
C504
NOT TO SCALE
THICKENED CONCRETE EDGE
36" MINIMUM
d
0.2d OR 2" MIN.**
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
401
C503
ALLEY INTERSECTIONS
NOT TO SCALE
406
C503
DIRECTIONAL ACCESS RAMP DETAIL
403
C503
STANDARD SIDEWALK
NOT TO SCALE
NOT TO SCALE
404
C503
SIDEWALK DETAIL
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
3'-6"
18"
16 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
42" 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
Walk Walk
Parkway
Parkway
Concrete
Border
R.O.W.
10'X10'
SIGHT
AREA AREA
SIGHT
10'X10'
Alley
Drive-Over or
Vertical Curb
& Gutter
FL
Curb
0" Curb
Construction Joint
Truncated Dome
0" Curb
Slope
1/4"/Ft.
6" Curb 6" Curb
1:12
STREET
6" Curb
AREA
SIGHT
10'X10'
Parkway
Truncated Dome
Warning Detection
Walk
R.O.W.
STREET
Slope
1/4"/Ft.
0" Curb 0" Curb
Parkway
6" Curb
SIGHT
AREA
10'X10'
Walk
Alley
MAX.
12:1
MAX.
12:1
FL
Drainage Inlet or Other
Drainage Collection
System shall be designed
for 2 year storm minimum.
Drainage May Cross the Walk Up to a Maximum
of 0.5 cfs for the Design 2 Year Storm.
ALLEY W/ SIDE DRAINAGE
Drainage May Not Cross the Walk Unless The Water is Sheet
Flow and does not interfere with pedestrian use of walk.
ALLEY W/ CENTER DRAINAGE
See Tables 8-1 &
8-2 For Radii
Requirements
STREET STANDARDS
LARIMER COUNTY
URBAN AREA
ALLEY INTERSECTIONS
CONSTRUCTION
DRAWINGS
REVISION DATE: 04/NO: 01/2 07 DRAWING
803
Warning Detection
(TYP.)
(TYP.)
FL
Alley
Concrete
FL
concrete
8" minimum thick
concrete
8" minimum thick 1:12
Truncated Dome
Warning Detection
1:24 1:24
6" Curb
Vertical
Final asphalt lift,
overlay or grade
adjustment
Depress ring 1/4" to 5/8" below
adjacent finished street grade
Slope up to match
finished pavement
Straight cut
around ring
Concrete grade ring
to match slope or
finished grade
Grade ring
Existing base course
Manhole
Shim / Grout
16" max.
NOTE:
1. Grout shall be a mixture of 100 lbs Grout mix, 26 lbs
water (3.12 Gal), and 100 lbs of sand conforming to ASTM C-35.
2. Manholes shall not be located in crosspans, gutters, or wheel path.
3. Shim and grout to make ring and cover flush with the finished
pavement surface.
Cover
Support with Steel Shims
and pack with High Strength
Grout
REVISION NO:
DATE: 08/07/00
STREET STANDARDS STANDARD CONSTRUCTION DRAWINGS MANHOLE COVER
URBAN AREA
LARIMER COUNTY DRAWING
1201 02/17/15
STANDARD SIDEWALK
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1601
DRAWING
DATE:
4
Driveway
Driveway Sidewalk
SECTION A-A
Detached Sidewalk
Attached Sidewalk
Detached Attached
All Sidewalk Thickness Shall Be 6" minimum.
Sidewalk
NOTE:
1. Sidewalk grade shall remain consistent across driveway
2. For driveway design requirements, see CONST. DWG. Series 706 & 707
3. This detail applies to Residential & Commercial driveways.
6"
2'-0" 6'-0"
T.C.
F.L.
Lip
1/2" Expansion
Joint Material
1/2" Expansion
Joint Material
8" Commercial
6" Residential
A
A
Sidewalk
Min.
NOT TO SCALE
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
Transition back of walk (typ.)
Broom finish Broom finish
SECTION A-A
MID-BLOCK LOCATION
Varies *
1:12
Slope
(max.)
1:50 see note 2
Flowline
(max.)
Slope
1:12
5'
A
Varies *
Wood float finish thru ramp
Slope
1:12
Slope
1:12
CORNER LOCATION
ramp
finish thru
Wood float
Broom finish
A
Varies *
(max.)
A
A
5'
(max)
(Radius varies)
(typ.)
back of walk
Transition
2
Broom finish
BACK OF WALK / LANDING
Retaining Curb (Optional)
12"
(max.)
(min.)
T
Walk
Curb
Gutter
NOTES:
1. T = Concrete thickness, 6" minimum for entire ramp area.
2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning).
3. See CONST. DWG. 1606(a) and 1607 for Fort Collins.
4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer.
5. 0" Curb height, See Section A-A.
6. Standard Curb and Gutter Section , See Standard Drawing 701.
2'-0" (min)
6"
Walk
Gutter
Curb
Varies *
Detectable Warning
REVISION NO: 2
DATE: 02/17/15
DRAWING
STREET STANDARDS DRAWINGS 1603
URBAN AREA
LARIMER COUNTY
ACCESS RAMP DETAILS
CONSTRUCTION
NOT TO SCALE
1/4" per ft.
1" per ft. 1" per ft.
1" per ft.
1" per ft.
On a radius hold 6" at the
corners of the truncated
dome warning.
2"
Retaining
Curb
(Optional)
6"
* Curb to match slope
of sidewalk, Ramp length
not to exceed 15'-0"
See Note 6
See Note 5
See Note 5
See Note 6
Detectable Warning,
See Note 4
Detectable Warning,
See Note 4
Retaining Curb (Optional)
to retain ground behind
the walk, if needed
Radius = 8"
02/17/15
DIRECTIONAL ACCESS RAMP DETAIL & DETACHED SIDEWALK
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1606
DRAWING
DATE:
2
1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inches
from flow line as shown.
2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 1
4" per foot.
3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity.
4. Wood float finish is required over the sloped surface of ramp and flares.
5. A 6" wide curb option may be poured along side of the ramp as shown if required. If curb is used it shall match
style of adjacent curb and gutter.
6. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a
maximum width of 8 feet.
7. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material
to be approved by local engineer
8. T = Concrete thickness, 6" minimum for entire ramp area.
SECTION A-A
PLAN VIEW
N.T.S.
N.T.S.
NOTES:
2' Transition (TYP.)
4' (min)
6"
2'
1:20 (max)
1:12 (max)
T, See Note 8
0" Curb
Lip of Gutter
Detectable
Warning
A
A
NOT TO SCALE
1/2" per ft.
1" per ft.
Flare
Curb
Flare Detectable Warning
Curb Option,
See Note 5
Curb
(TYP.) SIDEWALK
SIDEWALK
0" Curb Height,
See Section A-A
(TYP)
Standard Curb
and Gutter,
See Standard
Dwg 701 (TYP)
Pedestrian
Landing Area,
See Note 2
2' (min)
* VERTICAL CURB & GUTTER MODIFIED BY
NORTHERN ENGINEERING TO MATCH
TYPICAL OLD TOWN (COLLEGE AVENUE)
CURB & GUTTER
NOT TO SCALE
407
C503
ASPHALT PAVEMENT JOINT
EXISTING ASPHALT
SURFACE
NOTE:
1.THE EXISTING ASPHALT SURFACE SHALL BE SAW-CUT AND REMOVED FROM THE EXISTING AGGREGATE BASE
TO A LINE TWO FEET FROM AND PARALLEL TO THE EDGE OF EXISTING PAVEMENT.
2.THE ASPHALT SURFACE SHALL BE SAWED TO FORM A PERPENDICULAR CLEAN JOINT AND A COATING OF
BITUMINOUS MATERIALS (PRIME COAT) SHALL BE APPLIED TO THE JOINT PRIOR TO THE PROPOSED SURFACING
OPERATION.
SAWCUT LINE
(2' MIN)
VARIES
BEGIN FULL
DEPTH ASPHALT
\A1;3' (TYP.)
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
301
C502
STANDARD MANHOLE 303
D502
GREASE INTERCEPTOR
NOT TO SCALE
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:
DETAIL
APPROVED:
SEWER CONSTRUCTION DETAILS DRAWN BY:
BEDDING REQUIRMENTS
NBJ WW-1
4/11/11
ALTERNATE BASE
POURED INVERT
PRECAST MANHOLE BASE
2 IN. MIN.
SLOPE
1 IN. MIN.
8 IN. MIN.
6 IN.
15 IN. OR LESS 48 IN.
18 IN. TO 30 IN. 60 IN.
OVER 30 INCHES 72 IN.
MIN. MANHOLE
MINIMUM INSIDE DIAMETER OF
DIAMETER
MANHOLE SHALL BE AS FOLLOWS:
PIPE SIZE
5 FT. MIN. DEPTH
CONCRETE ADJUSTMENT SHIMS
GROUTED INSIDE
ASTM C-478 ECCENTRIC CONE
PRE-FORMED PLASTIC GASKET
ASTM C-478 MANHOLE SECTIONS
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
CAST-IN-PLACE CONCRETE BASE
16 IN. MAX.
FINISHED GRADE
30 IN. MIN.
48 IN. MAX.
VARIABLE
28 IN. MAX.
24 IN.
SEE TABLE
6 IN.
12 IN.
SLOPE
1 IN./FT.
18 IN.
MAX.
MANHOLE RUNGS
12 IN. O.C.
8 IN. MIN
DATE REVISED:
DETAIL
APPROVED:
SEWER CONSTRUCTION DETAILS DRAWN BY:
STANDARD MANHOLE
NBJ WW-3
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:
DETAIL
APPROVED:
SEWER CONSTRUCTION DETAILS DRAWN BY:
SERVICE WYE DETAIL
NBJ WW-9
4/11/11
6" WALLS MIN.
1. SECONDARY COMPARTMENT HAS VOLUME
EQUAL TO APPROXIMATELY 1/3 OF THE TOTAL
CAPACITY.
2. JOINT BETWEEN LID AND VAULT TO BE SEALED
WITH 1 ROW 1-1/2" BUTYL MASTIC SEALANT.
3. WALLS AND BOTTOM REINFORCED
THROUGHOUT WITH 2x6/10 REMESH.
4. GREASE INTERCEPTOR MEETS ASTM C 1613
06 SPECIFICATIONS.
5. COVERS TO BE REINFORCED LONGITUDINALLY
WITH NO.6 REBAR ON 6" CENTERS, NO.4
REBAR ON 6" CENTERS WIDTHWISE, AND NO.8
REBAR DIAGONALLY AROUND THE ACCESS
HOLES.
6. PIPE WITHIN INTERCEPTOR AND CLEAN OUT
SHALL BE SCHED. 40 MIN.
DESIGN PROPERTIES:
CONCRETE STRENGTH: 4,000 PSI
CONCRETE WEIGHT: 150 PCF
STEEL STRENGTH: 60,000 PSI (GRADE 60)
{\LPLAN VIEW} LOAD RATING: 1"-6" AASHTO MAX. HS20-44 RATED BURY TO
%%USIDE VIEW
WATER LINE
10"W x 5"H
BLOCKOUT IN
24"Ø CAST IRON RING
& COVER (TYPICAL, IN
LID ABOVE PLAN VIEW)
4" THICK
BAFFLE WALL
BAFFLE WALL
CLEANOUT TO GRADE
LONG SWEEP WYE,
SCHEDULE 40 MATERIAL
VENT PIPING WITH VTR
OR INTERNAL TANK VENT
VENT THRU ROOF OF BUILDING
WATER
CAPACITY
APPROX.
GALLONS
GREASE
CAPACITY
APPROX.
CUBIC FT.
DIMENSIONS
NOTES:
A B C D E F G
750 4' 7' 46" 48" 44" 62" 26"
1000 6' 10' 31" 33" 29" 48" 38"
1250 6' 10' 36" 38" 34" 54" 38"
1500
2000
2500
6' 13' 33" 35" 31" 54" 50"
6' 13' 44" 46" 42" 60" 50"
6' 12' 58" 60" 56" 78" 48"
TRANSITION TO
GASKETED SDR-35
PIPE DOWN STREAM OF
CLEANOUT
250
333
416
500
666
833
INTERCEPTOR GREASE INTERCEPTOR GREASE
24"Ø CAST IRON RING
& COVER (TYPICAL)
\A1;G
\A1;B
\A1;8" LID
\A1;D
\A1;12"
\A1;C
\A1;2 1/2"
\A1;12"
\A1;G
\A1;\A1;E 6" (TYP.)
H
10"W x 5"H
BLOCKOUT IN
BAFFLE WALL
8"x4" BLOCKOUT FOR 4"
TO 6" PIPE (TYPICAL
OPPOSITE END)
17 1/2"
10"
13"
11 1/2"
17"
24"
VAULT DIMENSIONS MAY VARY FROM WHAT
IS SHOWN WITH ENGINEER'S APPROVAL.
DATE REVISED:
DETAIL
APPROVED:
SEWER CONSTRUCTION DETAILS DRAWN BY:
GREASE INTERCEPTOR
RH, TC WW-10
4/11/11
NOT TO SCALE
304 TYPICAL CLEANOUT DETAIL
C502
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
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
205
C501
TRACER WIRE DETAIL
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
W
J
E
I
STREET
STREET
VALVE (TYPICAL)
HYDRANT SECONDARY
FIRE HYDRANT
(TYPICAL)
LOCATOR
STATION
PVC MAIN
TRACER WIRE
NOTES:
1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO
PREVENT MOVEMENT OF WIRE.
TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN
FOR LOCATOR STATION DETAILS SEE DETAIL 25
2.
3.
4.
800' MAXIMUM DISTANCE BETWEEN LOCATOR STATIONS
TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER.
SEE NOTE 4
(TYPICAL)
INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES)
WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE
USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS.
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
PVC WATER MAIN
TRACER WIRE DETAIL
30
4/11/11
6 6 6 6 6 6 6 6 6 6 6 6
6 6 6 6 6 6 6 6 6 6 6 6 6
6
NOT TO SCALE
203
C501
SERVICE LINE BY-PASS
30"
54" (MIN.)
8"
8"
10"
6" (MAX.)
12 INCHES MANHOLE O.RUNGS C.
AND RING WITH LID LOCK
ALUMINUM MANHOLE COVER
MORTAR OR
MASTIC PRE-CAST GRADE CONCRETE RINGS (IF
PLASTIC GASKETS
PRE-FORMED LIFTING HOOK
REQUIRED)
3/4" TO 1-1/2"
GRAVEL
PRECAST OR CAST
IN PLACE CONCRETE
FOOTING (TYP.)
(TYP.) 66" (MAX.)
12"
(TYP.)
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (END VIEW) 17C
4/11/11
3 IN. AND 4 IN. WATER METER (END VIEW)
NOT TO SCALE
202
C501
200
C501
NOT TO SCALE NOT TO SCALE
201
C501
%%UPLAN 48" DIA. VIEW
BEFORE BACKFILLING
ARMOUR-FLEX TUBING
AND GROUT KNOCKOUT
BOX
CURB
FLOW
2' (MAX.)
1" DIA. IRON
(TYP) PIPE BRACE
MANHOLE RUNGS
BELOW LID)
METER (PLACED
12" O.C.
24" DIA.
PRECAST CONCRETE
MANHOLE
8" x 8" CONCRETE
BLOCK (TYP.)
AND REMOVABLE PLUG)
WITH 1 27/32" DIA. HOLE
YOKE BOX LID PART #YL-TP
PART #YUC-7 WITH FORD
AMR POD (FORD YOKE BOX
%%uGENERAL NOTES:
1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY.
2. SEE DETAIL 16-A FOR ADDITIONAL METER PIT 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
STANDARD SETTING FOR 1 1/2 IN. AND
2 IN. WATER METERS (PLAN VIEW) 16B
4/11/11
GENERAL NOTES:
1/4" HOLE
IN HANDLE
1 1/2" BALL VALVE
6. %METER %INSTALLATION UPLAN DESIGN FOR 6 VIEW IN. AND LARGER METERS SHALL BE DETERMINED BY THE 1 1/UTILITY. 2" CAP
5. FOR IRRIGATION ONLY SERVICES, NO BYPASS ALLOWED.
4.
3.
GATE VALVES MUST OPEN RIGHT AND BE EPOXY COATED, RESILIENT SEAT WITH A HAND WHEEL ASSIST.
ALL PIPING WITHIN VAULT SHALL BE D.I.P. WITH FLANGED FITTINGS, EXCEPT FOR THE SOLID SLEEVES.
2. ALL JOINTS OUTSIDE OF VAULT SHALL BE RESTRAINED MECHANICAL JOINTS. (REFERENCE SECTION 02615)
1.
THE BUILDING IMMEDIATELY FOLLOWING THE MAIN SHUT OFF VALVE.
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE
7. LOCATION AND ALIGNMENT OF AMR POD(S) ON VAULT TOP CAN VARY.
%%UTEST-TEE SIDE VIEW
SEE DETAIL
TEST-TEE
BELOW LID)
24" DIA.
FOR H-20 BRIDGE LOADING
PRECAST CONCRETE VAULT DESIGNED
STRAINER
7'-0"
1'-6" 2'-6"
METER (PLACED
FLOW
SLEEVE
SOLID
VALVE
VALVE GATE
GATE
SLEEVE
SOLID
8'-6"
AMR POD(S) (FORD YOKE BOX
PART #YUC-7 WITH FORD
YOKE BOX LID PART #YL-TP
WITH 1 27/32" DIA. HOLE
AND REMOVABLE PLUG)
ANCHOR RODS
PROTECTIVE COATING
(TYP.) WITH
GATE
VALVE
FLOW
FLOW FLOW
ACCESS
OPENING
LADDER RUNG
VAULT ACCESS
PRECAST CONCRETE OR FOOTING CAST IN PLACE
18" DIA.
PERFORATED
PIPE SUMP
8. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (PLAN VIEW) 17A
4/11/11
1. DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK DRAINAGE DITCH OR DETENTION BASIN.
2. NO LANDSCAPING (SHRUBS, BOULDERS, ECT.) OR STRUCTURES TO BE WITHIN 4 FT. OR TREES WITHIN 10 FT.
OF METER VAULT.
3. SLOPE GROUND SURROUNDING METER VAULT AWAY FROM LID AT 2%%% GRADE OR GREATER.
4. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ECT.) IN METER VAULT.
5. GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER VAULT COVER
TO 1/2 IN. ABOVE FINAL GRADE.
6. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING,
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
GENERAL NOTES:
ADJUSTABLE PIPE SUPPORT
UNDER VALVES AND METER
3/4" TO 1-1/2"
GRAVEL
ASPHALTIC
GROUT
SOLID PAVING
BRICK (TYPICAL)
PRE-FORMED
PLASTIC GASKETS
PIPE ENCASED
WITH MASTIC
GATE
VALVE STRAINER
SOLID
SLEEVE
GATE
VALVE
MANHOLE RUNGS
12 INCHES O.C.
FINISHED GRADE 2% SLOPE
INSTALL LID 1/2"
ABOVE FINAL GRADE
ALUMINUM MANHOLE COVER
AND RING WITH LID LOCK
MORTAR OR
LIFTING HOOK MASTIC
FLOW
BLOCK-OUT TO
BE GROUTED
54" (MIN.)
6" (MAX.)
7" (MIN.)
16" (MAX.)
GRADE PRE-RINGS CAST CONCRETE (IF REQUIRED)
10"
30"
8"
8"
(TYPICAL) ANCHOR RODS
(TYP.) WITH
PROTECTIVE
1" (MAX.)
CONDUIT THROUGH
INTO YOKEBOX
VAULT OR PIT TOP
1/2" EMT OR PVC
3" (MAX.)
AND REMOVABLE PLUG)
YOKE WITH PART BOX #1 YUC-27/LID 32" 7 PART WITH DIA. HOLE FORD #YL-TP
AMR POD (FORD YOKE BOX
FINISHED GRADE
BE 1/2" ABOVE
TOP OF AMR LID TO
2'
3/4" ROCK FOR
GRADE ADJUSTMENT
(MAX.)
(IF REQ'D)
(TYP.)
(TYP.) 66" (MAX.)
12"
(TYP.)
PRECAST OR CAST
IN PLACE CONCRETE
FOOTING (TYP.)
PIPE 18" SUMP DIA. PERFORATED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (SIDE VIEW) 17B
4/11/11
COATING
1-1/2 IN. AND 2 IN. WATER METER (PLAN VIEW) 3 IN. AND 4 IN. WATER METER (PLAN VIEW) 3 IN. AND 4 IN. WATER METER (SIDE VIEW)
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
C500
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
NOT TO SCALE
101
C500
STANDARD THRUST BLOCK
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
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
105
C500
1-1/2 IN. AND 2 IN. WATER METER
6"
CONNECTION
COMPRESSION
8" LAYER OF 3/4" TO 1 1/2" GRAVEL
SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING,
GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER
ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER PIT WALL ON OUTLET
NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT
DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION
AND NO TREES WITHIN 10 FEET.
BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS.
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE.
MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT.
SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER.
9.
8.
7.
6.
5.
1.
3.
2.
%%uGENERAL NOTES: 8"
12"
(MIN.)
PIPE BRACE
1" DIA. IRON
(TYP.)
2' (MAX.)
2% SLOPE
GRADE RINGS (IF REQUIRED)
PRE-CAST CONCRETE
BEFORE BACKFILLING
AND GROUT KNOCKOUT
ARMOUR-FLEX TUBING
MANHOLE
PRECAST CONCRETE
CURB BOX
(TYP. ALL JOINTS)
PLASTIC GASKETS
PRE-FORMED
1-1/2" METERS
FLOW
2" METERS
17 1/4" FOR
13 1/4" FOR
SETTER
METER
12" O.C.
MANHOLE RUNGS
48"
ALUMINUM MANHOLE RING AND
COVER WITH LOCK NUT
24"
54" (MIN.)
66" (MAX.)
INSTALL LID 1/2 IN. ABOVE
FINAL LANDSCAPED GRADE
MASTIC
MORTAR OR
16" (MAX.)
7" (MIN.)
FINISHED GRADE
AMR POD (FORD YOKE BOX
PART #YUC-7 WITH FORD
YOKE BOX LID PART #YL-TP
WITH 1 27/32" DIA. HOLE
AND REMOVABLE PLUG)
3" (MAX.)
1" (MAX.)
1/2" EMT OR PVC
VAULT OR PIT TOP
INTO YOKEBOX
2' (MAX.)
3/4" ROCK FOR GRADE
ADJUSTMENT (IF REQ'D)
12"
(MIN.)
(MAX.)
(TYP.)
TOP OF AMR LID TO
BE 1/2" ABOVE
FINISHED GRADE
CONDUIT THROUGH
10. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER.
4. THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSABLE FOR METER READING AND MAINTENANCE.
CURB STOP
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 1-1/2 IN.
AND 2 IN. WATER METERS
16A
4/11/11
SIDE.
BASIN.
NOT TO SCALE
104
C500
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
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
106
D1
SPRINKLER SYSTEM DETAIL
103
C500
TYPICAL WATER SERVICE
NOT TO SCALE
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
93.01
0.5%
0.7%
0.8%
1.9%
91.70
RECONSTRUCT APPROACH
TO MEET PFA AND ADA
REQUIREMENTS
PARKING
GARAGE
OPENING
PASEO PLANTER BOXES
(91.82)
(90.97)
(92.40)
(90.37)
(93.25)
(93.14)
(93.51)
(94.25)
(94.29)
(93.35)
(93.13)
(93.36)
(93.57)
(93.64)
94.10
94.30
94.36
92.37
92.77
92.77
91.36
92.33
91.88
92.22
94.08
93.49
94.50
94.32
94.45
94.04
94.50
94.50
94.25
94.50
94.22
93.00
92.00
93.00
93.00
91.56
91.25
92.50
92.50
93.50
93.29
93.31
93.13
94.50
93.00
(91.49)
91.19
91.01
92.18
91.50
92.51
93.00
94.22
94.50
94.24
92.92
93.90
93.89
94.14
94.32
94.40
94.32
94.26
94.50
94.44
94.50
94.50
94.44
94.26
94.43
94.34
94.16
(94.62)
94.50
94.50
94.50
94.42
94.50
94.44
94.12
94.16
93.42
93.52
(93.07)
(92.03)
(91.90)
(91.94)
92.61
93.40
93.50
93.50
92.40
94.12
INVERTED
CROWN
CONSTRUCT NEW CURB
MATCH EXISTING ADJACENT
CURB SECTION
CONSTRUCT NEW CURB
MATCH EXISTING ADJACENT
CURB SECTION
NORTH
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\Grad\1104-001_GRAD.dwg LAYOUT NAME: C400 DATE: Nov 18, 2015 - 10:27am CAD OPERATOR: ben
LIST OF XREFS: [1104-001_xEXST] [NES-xborder] [1104-001_xTOPO] [1104-001_xGRAD] [1104-001_xSITE] [1104-001_xUTIL] [1104-001_3D_Proposed]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C400
GRADING PLAN
A. Reese
A. Reese
1"=20'
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. THE LOWEST FLOOR (INCLUDING ANY BASEMENT OR CRAWL SPACE) AND ALL HVAC
EQUIPMENT SHALL BE FLOOD PROTECTED ABOVE THE REGULATORY FLOOD
PROTECTION ELEVATION.
6. REFER TO THE FLOODPLAIN EXHIBIT FOR CROSS-SECTION LOCATIONS, BASE
FLOOD ELEVATIONS, AND FLOODPLAIN NOTES.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED UNDERDRAIN
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SWALE
SD
VAULT
ELEC
W
C
S
WV
WV WV WV
S
WV
W W W W W W W W W W W W W
TF
FDC
OLIVE STREET
(100' PUBLIC R.O.W.)
SOUTH COLLEGE AVENUE
(140' PUBLIC R.O.W.)
MONTEZUMA FULLER ALLEY
(20' PUBLIC R.O.W.)
W
W
W
W
FF
E E E E E E E E E E E E E
T
T T T T T T T T T T T T
S
S S
S
PROPOSED
GREASE TRAP
SSMH 1-3
STA 13+13.81
N: 129728.04
E: 194972.32
EXMH 1
STA 10+00.00
N: 130041.85
E: 194972.20
EXMH 1-4
INV. IN=4982.62 (S)
INV. IN=4983.00 (E)
INV. OUT=4982.60 (N)
FG=4993.00
122.70 LF 8" PVC @ 0.80%
21.65 LF 8" PVC @ 1.00%
8" RESIDENTIAL SAN SERVICE 1
INV. OUT=4981.06 (E)
FG=4991.90
PROPOSED ELECTRIC
TRANSFORMER
PROPOSED 10'
PUBLIC ACCESS &
DRAINAGE EASEMENT
PROPOSED 5' PUBLIC ACCESS,
EMERGENCY ACCESS &
DRAINAGE EASEMENT
EXISTING ROW
EXISTING ROW
EXISTING ROW
EXISTING ROW
PROPOSED 8" FIRE SERVICE
PROPOSED WATER METERS
N:129942.02
E:194821.73
N:129691.10
E:194960.34
N:129691.86
E:194820.34
EXISTING 6"
SANITARY SEWER
EXISTING FIBER OPTIC
RELOCATED PROPOSED ELECTRIC
EXISTING GAS
EXISTING ELECTRIC
EXISTING CABLE
EXISTING 8" DIP WATER
RELOCATED PROPOSED COMMUNICATION
6" COMMERCIAL SERVICE
INV.=4981.83
FG=4992.13
6" COMMERCIAL GREASE SERVICE
INV.=4981.83
FG=4992.17
TEE 1-1
STA 11+22.70
N: 129919.15
E: 194972.25
TEE1-2
STA 11+26.00
N: 129915.85
E: 194972.24
3.30 LF 8" PVC @ 0.70%
187.81 LF 8" PVC @ 0.70%
5.56 LF 6" PVC @ 1.00%
36.10 LF 4" PVC
SANITARY SEWER @ 2.00%
31.42 LF 4" PVC
SANITARY SEWER @ 2.00%
6"x4" TEE 1-1.2 w/
6"x4" REDUCER (W)
INV. IN=4981.13 (W)
INV. IN=4981.02 (N)
INV. OUT=4981.04 (E)
FG=4991.54
STORM DRAIN
SEE SHEET C300
22.77 LF 8" PVC @ 1.00%
8" RESIDENTIAL SAN SERVICE 2
INV.=4982.59
FG=4993.30
118.31' APPROXIMATE LIMITS
OF EXISTING 6" PVC SANITARY PIPE BURST TO NEW 8"
195.51' APPROXIMATE LIMITS
OF EXISTING 6" PVC SANITARY REPLACEMENT w/ 8"
195.51' APPROXIMATE LIMITS
OF EXISTING 6" PVC SANITARY
REPLACEMENT w/ 8"
4975
4980
4985
4990
4995
5000
5005
4975
4980
4985
4990
4995
5000
5005
9+75 10+00 11+00 12+00 13+00 13+50
122.70 LF 8" PVC @ 0.80%
SSMH 1-3
STA 13+13.81
RIM 4992.8±
INV. IN 4982.36 (S)
INV. IN 4982.36 (W)
INV. OUT 4982.16 (N)
EXMH 1
STA 10+00.00
RIM 4990.0±
INV. IN 4979.84 (S)
29.39 LF
6" PVC
@ 0.80%
EXISTING
GROUND
PROPOSED
GROUND
STA.=10+61.81
INV.= 4986.88
EXISTING 36"
RCP STORM
8"x6" TEE TEE 1-1
STA 11+22.70
INV. 4980.82 (S)
INV. 4980.99 (W)
8"INV. x8" TEE 4980.TEE1-82 (N) 2
STA 11+26.00
INV. 4980.84 (S)
INV. 4980.84 (W)
INV. 4980.84 (N)
3.30 LF
8" PVC
@ 0.70%
187.81 LF 8" PVC @ 0.70%
8" DIP WATER
STA.=10+28.90
CONTRACTOR TO VERIFY
UTILITY LOCATION PRIOR
TO CONSTRUCTION.
FIBER OPTIC
STA.=10+75.00
ELECTRIC
STA.=10+98.68
ELECTRIC & COMMUNICATION
STA.=13+05.22
NORTH
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\Util\1104-001_SAN.dwg LAYOUT NAME: C301 DATE: Nov 18, 2015 - 10:27am CAD OPERATOR: ben
LIST OF XREFS: [1104-001_xEXST] [1104-001_xSITE] [NES-xborder] [1104-001_xUTIL]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C301
PLAN & PROFILE
SANITARY SEWER A. Reese
A. Reese
1"=20'
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN
THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE
SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS
WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE
LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL
ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF
MATERIALS.
10. ALL SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON
BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED
END SECTIONS.
12. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443/C877
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON
THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR-35 OR APPROVED EQUAL.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
14. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, FIBER, GAS,
AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY
PROVIDERS TO FACILITATE THE INSTALLATION OF THE PROPOSED STORM DRAIN,
GREASE TRAP, AND UTILITY SERVICES.
15. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS
WITH ARCHITECT AND UTILITY PROVIDERS.
16. CONTRACTOR TO COORDINATE BYPASS OF EXISTING SEWAGE FLOWS DURING
CONSTRUCTION WITH FORT COLLINS UTILITY FIELD OPERATIONS DEPARTMENT AT (970)
221-6700.
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
EXISTING LOTLINE
W
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SUBDRAIN SD
PROPOSED FIRE DEPARTMENT CONNECTION FDC
SANITARY LINE
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=20'
VAULT
ELEC
W
C
S
WV
WV
WV
WV
S
WV
W W W W W W W W W W W W W
TF
FDC
OLIVE STREET
(100' PUBLIC R.O.W.)
SOUTH COLLEGE AVENUE
(140' PUBLIC R.O.W.)
MONTEZUMA FULLER ALLEY
(20' PUBLIC R.O.W.)
OWNER:
330 LLC
2775 IRIS AVE
BOULDER, CO 80304
OWNER:
REMINGTON PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
REMINGTON RENTAL
PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
ADP SCREENING AND
SELECTION SERVICES INC.
MAILSTOP 325
ROSELAND, NJ 07068-1728
EXISTING 4" WATER SERVICE
TO BE ABANDONED AT MAIN
W
W
W
W
FF
E E E E E E E E E E E E E
T
T T T T T T T T T T T T
S
S S
S
PROPOSED UPGRADED SANITARY SEWER MAIN
PROPOSED GREASE TRAP
8" RESIDENTIAL SAN SERVICE 1
INV. OUT=4981.06 (E)
FG=4991.90
PROPOSED ELECTRIC
TRANSFORMER
PROPOSED STORM DRAIN
PROPOSED 10'
PUBLIC ACCESS &
DRAINAGE EASEMENT
PROPOSED 5' PUBLIC ACCESS,
EMERGENCY ACCESS,
& DRAINAGE EASEMENT
EXISTING ROW
EXISTING ROW
EXISTING ROW
EXISTING ROW
PROPOSED 8" FIRE SERVICE
STMH 1 (FLAT TOP 5' Ø)
STA 10+00.00
N: 129980.04
E: 194963.97
AREA INLET 1-1
STA 10+53.22
N: 129926.82
E: 194963.67
CONNECTION 1-2
STA 10+66.56
N: 129926.81
E: 194950.33
53.22 LF 15" RCP @ 0.50%
13.34 LF 15" RCP @ 0.50%
PROPOSED WATER METERS
N:129942.02
E:194821.73
N:129941.32
E:194961.75
N:129691.10
E:194960.34
N:129691.86
E:194820.34
CONNECT TO EXISTING 8" WATER MAIN
8"x4" TAPPING SADDLE w/
4"x3" REDUCER (S) & 4" GV (S)
N:130012.94
E:194946.09
CONNECT TO EXISTING 8" WATER MAIN
8"x1 1/2" TAPPING SADDLE
N:130012.94
E:194955.34
CONNECT TO EXISTING 8" WATER MAIN
8"x8" TAPPING SADDLE w/ 8" GV (S)
N:130012.94
E:194952.34
67.80 LF 8" PVC
S00°16'42"W
CONNECT TO EXISTING 8" WATER MAIN
8"x6" TAPPING SADDLE
w/ TB & 6" GV (S)
N:130012.98
E:194834.27
FIRE HYDRANT
N:129967.55
E:194834.27
45.40 LF 6" PVC
N00°00'00"E
PROPOSED 67.77 LF 3" COMMERCIAL WATER SERVICE
PROPOSED 67.82 LF 1 1/2" RESIDENTIAL WATER SERVICE
EXISTING 6"
SANITARY SEWER
EXISTING FIBER OPTIC
RELOCATED PROPOSED ELECTRIC
EXISTING GAS
EXISTING ELECTRIC
EXISTING CABLE
EXISTING 8" DIP WATER
RELOCATED PROPOSED COMMUNICATION
6" COMMERCIAL SERVICE
INV.=4981.83
FG=4992.13
6" COMMERCIAL GREASE SERVICE
INV.=4981.83
FG=4992.17
SANITARY SEWER
SEE SHEET C301
EXISTING SANITARY
SEWER MANHOLE
PROPOSED SANITARY
SEWER MANHOLE
EXISTING SANITARY
SEWER MANHOLE
8" RESIDENTIAL SAN SERVICE 2
INV.=4982.59
FG=4993.30
EXISTING 36"
RCP STORM DRAIN
4980
4985
4990
4995
5000
5005
5010
4980
4985
4990
4995
5000
5005
5010
9+50 10+00 10+75
53.22 LF
15" RCP
@ 0.50%
STMH 1 (FLAT TOP 5' Ø)
STA 10+00.00
RIM 4990.9±
INV. IN 4986.91 (W)
INV. IN 4986.91 (S)
INV. OUT 4986.91 (E)
13.34 LF
15" RCP
@ 0.50%
AREA INLET 1-1
STA 10+53.22
FL. EL 4991.0±
INV. IN 4987.18 (W)
INV. OUT 4987.18 (N)
EXISTING
GROUND
PROPOSED
GROUND
CONNECTION 1-2
STA 10+66.56
INV. 4987.24 (E)
REFER TO ARCH. & MEP
DRAWINGS FOR CONNECTION
FIBER OPTIC
STA.=10+12.59
ELECTRIC
STA.=10+34.00
ELECTRIC
STA.=10+37.61
CONTRACTOR TO VERIFY
UTILITY LOCATION PRIOR
TO CONSTRUCTION.
NORTH
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\Util\1104-001_UTIL.dwg LAYOUT NAME: C300 DATE: Nov 18, 2015 - 10:26am CAD OPERATOR: ben
LIST OF XREFS: [1104-001_xEXST] [1104-001_xSITE] [NES-xborder] [1104-001_xUTIL]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C300
UTILITY PLAN
A. Reese
A. Reese
1"=20'
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN
THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE
SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS
WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE
LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL
ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF
MATERIALS.
10. ALL SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON
BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED
END SECTIONS.
12. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443/C877
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON
THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR-35 OR APPROVED EQUAL.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
14. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, FIBER, GAS,
AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY
PROVIDERS.
15. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS
WITH ARCHITECT AND UTILITY PROVIDERS.
16. IRRIGATION FOR OLIVE STREET PARKWAY TO BE PLUMBED FROM BUILDING.
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
APPROXIMATE ELECTRIC METER LOCATION EM
PROPOSED IRRIGATION TAP IR
PROPOSED SUBDRAIN SD
EXISTING PAVEMENT TO BE REMOVED
PROPOSED FIRE DEPARTMENT CONNECTION FDC
VERT. 1"=5'
HORIZ. 1"=20'
STORM DRAIN
PROFILE SCALE:
PAVEMENT
REMOVAL
AREA
PASEO PLANTERS
w/ INTERMITTENT
BENCHES
N:129691.86
E:194820.34 N:129691.10
E:194960.34
N:129941.32
E:194961.75
N:129942.02
E:194821.73
PAVEMENT
REMOVAL
AREA
EXISTING VERTICAL
CURB & GUTTER
ACCESS RAMP
N:129714.36
E:194795.21
N:129701.87
E:194795.15
TIE TO EXISTING
N:129927.85
E:194787.52
TIE TO EXISTING
N:129971.18
E:194839.27
ACCESS RAMP
TIE TO EXISTING
N:129961.87
E:194956.82 TIE TO EXISTING
N:129961.96
E:194986.86
R5' R5'
10' CURB
TRANSITION
10' CURB
TRANSITION
L5
L4
C1
L3
L2
L6 L7 L8
L9
L10
L12
THICKENED
EDGE
42" VERTICAL
CURB & GUTTER
N:129674.62
E:194820.24
N:129675.00
E:194811.24
L11
EXISTING PARKING
STRIPING (TYP.)
10' PUBLIC ACCESS TRANSFORMER
& DRAINAGE EASEMENT
PRIVATE LIGHT
POST (TYP.)
RAISED
PLANTERS (TYP.)
5' PUBLIC ACCESS,
EMERGENCY ACCESS, &
DRAINAGE EASEMENT
IVY PLANTING BED w/
FLUSH RIBBON CURB (TYP.)
HANGING PLANTER
BASKET (TYP.)
WARNING SIGNAGE
BIKE RACKS AND STRIPING
(TYP.)
LINE TABLE
LINE
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
LENGTH
10.00'
3.26'
11.48'
10.00'
5.04'
20.00'
5.00'
13.57'
12.09'
53.19'
12.49'
BEARING
S01°07'29.43"W
S00°14'10.26"W
N89°52'13.62"W
S88°43'04.96"W
N89°49'59.68"E
N89°49'59.68"E
N89°49'59.68"E
S00°18'41.69"W
N00°18'41.69"E
S00°17'44.48"W
S00°15'45.03"W
CURVE TABLE
CURVE
C1
DELTA
89°53'36"
RADIUS
30.00'
LENGTH
47.07'
BEARING
S45°10'58"W
CHORD
42.39'
NORTH
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\Site\1104-001_PAVE.dwg LAYOUT NAME: C200 DATE: Nov 18, 2015 - 10:26am CAD OPERATOR: ben
LIST OF XREFS: [1104-001_xEXST] [1104-001_xSITE] [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C200
PAVING PLAN
HORIZONTAL CONTROL & A. Reese
A. Reese
1"=20'
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
LEGEND:
EASEMENTS
NOTES:
1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT
SPECIFICATION MANUAL.
3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
4. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY 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.
5. ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
6. REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION
RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.
7. CONTRACTOR SHALL PROVIDE A JOINTING PLAN FOR ALLEY PAVING. REFER TO CDOT
STANDARD M-412-1 AND ACI 330R-08 FOR GUIDANCE.
PROPOSED VERTICAL CURB & GUTTER
PUBLIC CONCRETE FLATWORK
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED EDGE OF PAVEMENT / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
ASPHALT PATCH
PRIVATE CONCRETE FLATWORK
ACCESS RAMP w/ TRUNCATED DOMES
G G
E
E E
LIGHTED "PERKINS"
SIGN
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
MH
G ELEC
E
ELEC
T
VAULT
CABLE
C.C.O. O. S
S
ELEC
M
M
ELEC
VAULT T
ELEC
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
T
TELE
VAULT
ELEC
W
C
S
WV
WV
WV
WV
S
WV
W W W W W W W W W W W W W
SS
OLIVE STREET
(100' PUBLIC R.O.W.)
SOUTH COLLEGE AVENUE
(140' PUBLIC R.O.W.)
MONTEZUMA FULLER ALLEY
(20' PUBLIC R.O.W.)
OWNER:
330 LLC
2775 IRIS AVE
BOULDER, CO 80304
OWNER:
REMINGTON PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
REMINGTON RENTAL
PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
ADP SCREENING AND
SELECTION SERVICES INC.
MAILSTOP 325
ROSELAND, NJ 07068-1728
(EXISTING BUILDING
HAS BEEN REMOVED)
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ /
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/ /
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / /
EXISTING CONCRETE DRIVEWAY
TO BE REMOVED
EXISTING CONCRETE SIDEWALK
TO BE REMOVED
EXISTING CONCRETE SIDEWALK
TO BE REMOVED
EXISTING CONCRETE SIDEWALK
TO BE REMOVED
EXISTING CONCRETE DRIVEWAY
TO REMAIN
EXISTING CURB & GUTTER
TO REMAIN
EXISTING CURB
TO REMAIN
EXISTING CURB & GUTTER
TO REMAIN
EXISTING CURB & GUTTER
TO REMAIN
EXISTING ACCESS RAMPS
TO BE RECONSTRUCTED
EXISTING NEWSPAPER KIOSK
TO BE REMOVED
EXISTING STORM DRAIN INLETS
TO REMAIN
EXISTING SIGN
TO REMAIN
EXISTING SIGN
TO REMAIN
EXISTING SIGN
TO REMAIN
EXISTING POWER EASEMENT
TO BE VACATED
(EXISTING SHED
HAS BEEN REMOVED)
EXISTING ASPHALT PARKING LOT
TO BE REMOVED
EXISTING FLAGPOLE
TO BE REMOVED
EXISTING CURB
TO BE REMOVED
EXISTING CURB
TO BE REMOVED
EXISTING "PERKINS" SIGN
TO BE REMOVED
EXISTING LIGHT POLE
TO BE REMOVED
EXISTING LIGHT POLE
TO BE REMOVED
EXISTING LIGHT POLE
TO BE REMOVED
EXISTING TRANSFORMER TO BE UPGRADED
AND EXISTING SERVICE TO BE MAINTAINED
EXISTING LIGHT POLE
TO BE REMOVED
EXISTING BOLLARDS
TO BE REMOVED
EXISTING LIGHT POLE
TO BE REMOVED
EXISTING SAND/OIL SEPARATOR
TO BE REMOVED
EXISTING GAS LINE
TO BE REMOVED
EXISTING GREASE TRAP
TO BE REMOVED
EXISTING SIGNS
TO BE RELOCATED
EXISTING SANITARY SEWER MANHOLE
RIM = 4989.94
INV. IN = 4979.84 (S)
INV. OUT = 4979.57 (N)
EXISTING 6" SANITARY SEWER
TO BE BURST AND REPLACED
WITH 8" PVC
EXISTING 4" WATER SERVICE
TO BE ABANDONED AT MAIN
EXISTING CONCRETE SIDEWALK
TO BE REMOVED
EXISTING SANITARY SEWER MANHOLE
RIM = 4993.00
INV. IN = 4982.62 (S)
INV. IN = 4993.00 (E)
INV. OUT = 4982.60 (N)
EXISTING CONCRETE/ASPHALT
TO BE REMOVED/REPLACED
FOR SERVICE ABANDONMENT
EXISTING LIGHT POLE
TO REMAIN
EXISTING ALLEY
TO BE REPLACED
N:129691.86
E:194820.34
N:129691.10
E:194960.34
N:129941.32
E:194961.75
N:129942.02
E:194821.73
PROPOSED
SAWCUT LINE
PROPOSED
SAWCUT LINE
PAVEMENT
REMOVAL AREA
PAVEMENT
REMOVAL AREA
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / /
/ / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / /
EXISTING ELECTRIC
TO BE RELOCATED
EXISTING TELEPHONE
TO BE RELOCATED
/ / / / / / / / / / / / / / / / / / / / / /
EXISTING SANITARY SERVICE
TO BE ABANDONED AT MAIN
CONTRACTOR TO VERIFY LOCATION
EXISTING 6" SANITARY SEWER
TO BE REMOVED
EXISTING WATER METER PIT &
IRRIGATION CONTROL BOXES
NORTH
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 18, 2015
PROJECT:
1104-001
Sheet
UNCOMMON
DRAWING FILENAME: D:rojects\1104-001\Dwg\Exist\1104-001_ECON.dwg LAYOUT NAME: C100 DATE: Nov 18, 2015 - 10:26am CAD OPERATOR: ben
LIST OF XREFS: [1104-001_xEXST] [NES-xborder] [1104-001_xTOPO]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/18/15
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Of 18 Sheets
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:
EXISTING STORM SEWER
EXISTING VALVE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NO. 1104-001
DATE: MAY 2015
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. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL
AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE
PLANS FOR REMOVAL.
2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR
FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS
EVALUATED AND APPROVED THE DISTURBANCE.
3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS
FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A
BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE
REQUIRED BY CODE.
4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL
PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A
MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN
SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS
GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL,
DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT
THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE
MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY
OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY
PROTECTED TREE OR GROUP OF TREES.
6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY
PROTECTED TREE.
7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM
CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY
EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING
AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE
ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET
APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE
PERIMETERS OF SUCH AREAS BEING CLEARED.
8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE
REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY
BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH
OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF
THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS
DESCRIBED IN THE CHART BELOW:
9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING
SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS
IN THE AREA.
10. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION
MEASURES.
TREE PROTECTION NOTES:
SUBSURFACE EXPLORATION BY:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS..
7. 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.
8. REFER TO STREET TREE MANAGEMENT PLAN BY JORDAN'S TREE SERVICE FOR
ADDITIONAL INFORMATION.
9. CONTRACTOR SHALL COORDINATE WITH FORT COLLINS UTILITY FIELD OPERATIONS
DEPARTMENT AT (970) 221-6700 FOR WATER & SEWER SERVICE ABANDONMENT.
10. CONTRACTOR SHALL LOCATE AND PROTECT EXISTING IRRIGATION FACILITIES
WITHIN THE ADJACENT TREE LAWNS. CONSULT WITH LANDSCAPE ARCHITECT,
PROJECT ARBORIST, AND IRRIGATION DESIGNER FOR FURTHER INSTRUCTIONS.
11. CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDERS PER RELOCATION OF
FACILITIES ALONG ALLEY.
TREE DIAMETER AT BREAST
HEIGHT (INCHES)
AUGER DISTANCE FROM
FACE OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
S O
W
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
EARTH ENGINEERING CONSULTANTS, LLC
GEOTECHNICAL SUBSURFACE EXPLORATION REPORT
PROPOSED MIXED USE RETAIL/STUDENT HOUSING BUILDING
310 SOUTH COLLEGE AVENUE
FORT COLLINS, COLORADO
EEC PROJECT NO. 1152068
DATE: AUGUST 11, 2015
VAULT
ELEC
C100
DEMOLITION PLAN
EXISTING CONDITIONS & A. Reese
A. Reese
1"=20'
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
UTILITY PLAN APPROVAL
Environmental Planner
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer
County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort
Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer.
Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of
any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer
hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and
demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of
the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be
located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be
the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any
utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer
to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all
parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of
Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,
whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Final Drainage and Erosion Control Report for Uncommon dated November 18, 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 th e construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic
sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 06-00
On a catch basin at the northwest corner of Mulberry Street and College Avenue.
ELEV. = 4993.85
City of Fort Collins Benchmark 29-97
Northeast corner of Mulberry St. and Whedbee Street, on a concrete traffic signal base.
ELEV. = 4978.01
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical
datums.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.17'
Basis of Bearings
Basis of Bearings is the West line of Block 123 as bearing North 00° 19' 09" East (assumed bearing).
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like
kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the
issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large
patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,
including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. 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 Stormwater Management Plan / Erosion Control Report for Uncommon.
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 and Erosion Control Report for Uncommon dated November 18, 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 valve box and "water" lid per City
Water Detail 11A.
C002
GENERAL & CONSTRUCTION NOTES
A. Reese
A. Reese
NTS
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
VICINITY MAP
NORTH 1"=1500'
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 06-00
On a catch basin at the northwest corner of Mulberry Street and College Avenue.
ELEV.= 4993.85
City of Fort Collins Benchmark 29-97
Northeast corner of Mulberry St. and Whedbee Street, on a concrete traffic signal base.
ELEV.= 4978.01
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used
NGVD29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.17'
Basis of Bearings
Basis of Bearings is the West line of Block 123 as bearing North 00° 19' 09" East (assumed bearing).
Northern Engineering
Project No. 1104-001
Date: May 2015
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
BEING A REPLAT OF LOTS 9, 10, 11, 12 AND 13, CITY OF FORT COLLINS, LOCATED IN THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
OWNER/APPLICANT
CONTACT INFORMATION
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
ARCHITECT
CONTACT INFORMATION
PROJECT TEAM:
CA Ventures
Chris Johnson
161 N. Clark Street, Suite 2050
Chicago, IL 60601
(312) 994-0868
SHEET INDEX
E N G I N E E R I N G
N O R T H E RN
UTILITY PLANS FOR
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS----------------- Xcel Energy----------------------------- Pat Kreager (970) 225-7840
ELECTRIC-------- City of Fort Collins Light & Power-- Luke Unruh (970) 416-2724
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
LANDSCAPE ARCHITECT
GEOTECH
PROJECT
LOCATION
UNCOMMON
Paul Schultz, AIA, LEED AP
OZ Architecture
3003 Larimer Street
(303) 861-5704
Kristin Turner
TB Group
444 Mountain Avenue
Berthoud, Colorado 80513
(970) 532-5891
Northern Engineering Services, Inc.
Nick Haws, PE, LEED AP
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
E N G I N E E R I N G
N O R T H E RN
Earth Engineering Consultants, LLC
David A. RIcher, PE
4396 Greenfield Drive
Windsor, CO 80550
(970) 545-3908
C001
COVER SHEET
A. Reese
A. Reese
NTS
C002
C100
C200
C300
C001 COVER SHEET
GENERAL & CONSTRUCTION NOTES
EXISTING CONDITIONS & DEMOLITION PLAN
HORIZONTAL CONTROL & PAVING PLAN
UTILITY PLAN
C400 GRADING PLAN
UTILITY DETAILS
C600 DRAINAGE EXHIBIT
C601 FLOODPLAIN EXHIBIT
C500-C502
C503-C504 SITE DETAILS
C505-C506 DRAINAGE DETAILS
C602 EROSION CONTROL PLAN
C603 EROSION CONTROL DETAILS
EARTH ENGINEERING CONSULTANTS, LLC
GEOTECHNICAL SUBSURFACE EXPLORATION REPORT
PROPOSED MIXED USE RETAIL/STUDENT HOUSING BUILDING
310 SOUTH COLLEGE AVENUE
FORT COLLINS, COLORADO
EEC PROJECT NO. 1152068
DATE: AUGUST 11, 2015
SUBSURFACE EXPLORATION BY:
C301 SANITARY SEWER PLAN & PROFILE