HomeMy WebLinkAboutCANYON PLACE (331 S. MELDRUM) - FDP - FDP120024 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSCOLLEGE AVE
OAK ST.
OLIVE ST.
MAGNOLIA ST.
MULBERRY ST.
MYRTLE ST.
LAPORTE AVE
MAPLE ST.
CHERRY ST.
MASON ST.
HOWES ST.
MELDRUM ST.
SHERWOOD ST.
WHITCOMB ST.
LOOMIS ST.
REMMINGTON ST.
MATHEWS ST.
PETERSON ST.
WHEDBEE ST.
SMITH ST.
STOVER ST.
COWAN ST.
MOUNTAIN AVE.
WALNUT ST.JEFFERSON ST.
CANYON AVE.
RIVERSIDE AVE.
C0.00
COVER SHEET
N.A.
D. Fry
N.A.
C0.00 COVER SHEET
C0.01 GENERAL AND CONSTRUCTION NOTES
C3.00 GRADING PLAN
EXISTING CONDITIONS AND DEMOLITION PLAN
DEVELOPER/APPLICANT
Blue Ocean Enterprises, Inc.
416 West Oak Street
Fort Collins, Colorado 80521
(970) 494-5422
SITE ENGINEER
Northern Engineering Services, Inc.
Nick Haws, PE, LEED, AP
200 South College Avenue, Suite 10
Fort Collins, CO 80524
(970) 221-4158
C1.00
DECEMBER, 2012
SURVEYOR
Northern Engineering Services, Inc.
Gary Gilliland, PLS
200 South College Avenue, Suite 10
Fort Collins, CO 80524
(970) 221-4158
LOTS 1, 2 AND 3, BLOCK 83 OF THE PLAT OF THE TOWN OF FORT COLLINS LOCATED IN THE SOUTHEAST
QUARTER OF SECTION 11, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT
COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
UTILITY PLANS FOR
No. Revisions:
By: Date:
C0.01
NOTES
GENERAL AND CONSTRUCTION N.A.
N.A.
N.A.
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12.26.12
PROJECT:
838-002
Sheet
Of 12 Sheets
CANYON PLACE
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NOT FOR CONSTRUCTION
REVIEW SET
12.26.12
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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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.
VAULT
CABLE
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/ / / / /
20'
35.5'
9'
(TYP.)
19'
(TYP.)
26.9'
9' (TYP.)
19'
(TYP.)
32'
24'
24'
COLLEGE AVE
OAK ST.
OLIVE ST.
MAGNOLIA ST.
MULBERRY ST.
MYRTLE ST.
LAPORTE AVE
MAPLE ST.
CHERRY ST.
MASON ST.
HOWES ST.
MELDRUM ST.
SHERWOOD ST.
WHITCOMB ST.
LOOMIS ST.
REMMINGTON ST.
MATHEWS ST.
PETERSON ST.
WHEDBEE ST.
SMITH ST.
STOVER ST.
COWAN ST.
MOUNTAIN AVE.
WALNUT ST.JEFFERSON ST.
CANYON AVE.
RIVERSIDE AVE.
SITE
REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/26/12
PROJECT:
838-002
Sheet
Of 2 Sheets
CANYON PLACE
CANYON PLACE
CANYON PLACE
NOTICE
:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
RANGE:
TOWNSHIP:
SECTION:
200 S���� C������ A�����, S���� 10
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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MAINTENANCE GUARANTEE:
The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the
City of the improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in
192.87'
LOT 1
25,999 sq.ft.
0.597 ac
LOT 2
28,226 sq.ft.
0.648 ac
S00�15'07"W 329.18'
N89�42'48"W 329.46'
N44�40'41"W 42.44'
279.23'
N89�43'31"W
65.02'
N44�40'41"W
49.57'
N00�22'17"E 27.17'
N89�37'43"W
10.50'
N44�38'31"W
32.24'
S46�09'48"W
13.24'
S43�50'12"E
4.80'
S46�09'48"W 23.09'
Delta= 89�09'31"
R=5.00' L=7.78'
Dir= N89�15'26"W
Chord= 7.02'
49.95'
25' ACCESS
EASEMENT
231.39'
25.00'
OWNER
WEIDERSPON
RICHARDS
REC No. 17030327
OWNER
FIELDS
JACQUELINE
REC No. 20030121375
OWNER
CANINO
CLYDE MICHAEL
REC No. 20090044999
OWNER
OPSAND-McCHESNEY
RENTALS
REC No. 2002098753
OWNER
LAY ROBERT W/
SANDRA L
REC No. 20060071833
OWNER
SCHNEIDER BERTAM REV TRUST
SCHNEIDER SANDRA D TRUSTEE
REC No. 2001100060
UNITED STATES
POSTAL SERVICE
SIDEWALK (TO BE REMOVED)
CONTROL
IRR
CONTROL
IRR
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ELEC
BRKR
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ELEC
T ELEC
T �
VAULT
F.O.
VAULT
F.O.
CONTROL
IRR
CONTROL
IRR
VAULT
CABLE
VAULT
ELEC
G G G
G G
G G
G G
G G G
T
T T
T T
T T
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T T
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FO FO
FO
FO FO
FO
FO
FO FO
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FO
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FO
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CONTROL
IRR
CONTROL
IRR
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ELEC
T ELEC
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VAULT
F.O.
VAULT
F.O.
CONTROL
IRR
CONTROL
IRR
VAULT
CABLE
VAULT
ELEC
G
G G
G G
G G
G G G
T
T T
T
FO FO
FO
FO FO
FO
FO
FO FO
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/ / / / / / / / /
CONTROL
IRR
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IRR
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CONTROL
IRR
CONTROL
IRR
VAULT
CABLE
CONTROL
IRR
CONTROL
IRR
ST ST
ST ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST ST ST
EXISTING OFFICE BUILDING
FFE=97.55
VAULT
CABLE
ST ST
ST ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST ST ST
EXISTING OFFICE
BUILDING
CANYON AVENUE
(100' RIGHT-OF-WAY)
W. MAGNOLIA STREET
(100' RIGHT-OF-WAY)
S. MELDRUM STREET
(100' RIGHT-OF-WAY)
EXISTING BANK
BUILDING
PROPOSED OFFICE
BUILDING
3795 - 4998.18 NGVD 29
3697 - 4997.61 NGVD 29
3490 - 4997.27 NGVD 29
3402 - 4996.70 NGVD 29
3957
BFE = 4997 NGVD 29
BFE = 4998 NGVD 29
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12.26.12
PROJECT:
838-002
Sheet
Of 12 Sheets
CANYON PLACE
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REVIEW SET
12.26.12
200 S���� C������ A�����, S���� 010
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E N G I N E E R I N G
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C5.00
SITE DETAILS
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No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12.26.12
PROJECT:
838-002
Sheet
Of 12 Sheets
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200 S���� C������ A�����, S���� 010
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6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
C5.01
UTILITY DETAILS
SITE AND
NA NA
NA
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12.26.12
PROJECT:
838-002
Sheet
Of 12 Sheets
CANYON PLACE
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NOT FOR CONSTRUCTION
REVIEW SET
12.26.12
200 S���� C������ A�����, S���� 010
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E N G I N E E R I N G
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PIPE
C5.02
CONTROL DETAILS
DRAINAGE AND EROSION
NA NA
NA
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12.26.12
PROJECT:
838-002
Sheet
Of 12 Sheets
CANYON PLACE
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REVIEW SET
12.26.12
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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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.
VT
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO
DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
R=5'
PAVED SURFACE
20' MIN.
A
10% MAX.
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
%PLAN
CURB CUT
VT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
VEHICLE TRACKING CONTROL PAD SW-15
DRAWING
DRAWING
SW-
PLAN VIEW
APRON
SILT DIKE UNIT
FLOW
STAPLES
(18" TYP.)DIKE SECTION
INTO TRENCH
POINT A
CROSS SECTION
PROFILE
POINT B DIKE SECTION
APRON ANCHORED
6" x 6" TRENCH
FLOW
NOTE:
STAPLES
STAPLES 8" (TYP)
(PER SPECIFICATIONS 02375)
FILTER GEOTEXTILE
DITCH
POINT D
POINT C
6" (MIN)
PROFILE
PROFILE VIEW ALONG DITCH FLOWLINE
24"
8'
2:1 OR FLATTER
C & D ARE OF EQUAL ELEVATION.
L = THE DISTANCE SUCH THAT POINTS
F DITCH
4"-6"
ROCK
FLOW
SUBEXCAVATE BELOW FLOWLINE
6" MIN
CROSS SECTION
ROCK, WATTLE OR SILT DIKE
POINT A MUST BE HIGHER THAN POINT B TO DIRECT WATER FLOW
OVER THE DIKE BUT NOT AROUND THE ENDS OF THE DIKE
SILT DIKE DETAIL
{DITCH INSTALLATION}
ENTRENCH 3"
POINT A
SECTION A-A
POINTS A MUST BE HIGHER THAN POINT B
PLAN VIEW
POINT B
POINT A
WATTLE
POINT A
FLOW
POINT B
POINT A
WATTLE DIKE
{DITCH INSTALLATION}
F
A A
THE CONTRACTOR SHALL INSPECT DIKES EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS
AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF DIKES SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT
REACHES 1/2 OF THE DESIGN DEPTH.
DIKES ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER
IS ACCEPTED BY THE CITY.
WHEN REINFORCED ROCK BERMS ARE REMOVED, ANY DISTURBED AREA SHALL BE SEEDED, CRIMPED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4.
W
RD
SD
ROCK DIKE
{DITCH INSTALLATION}
STA %OR% STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED
TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE.
OR
COMPACTED BACKFILL
FLOW
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
TRENCH AND ATTACHED TO POST.
24" MIN
6' MAX
FLOW
TRENCH AND ATTACHED TO POST.
4"x4" TRENCH
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
18" MIN
24" MIN
42" MIN
POSTS
{PREASSEMBLED SILT FENCE}
JOIN FIRST
ROTATE SECOND
POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
HAS BEEN EXAGGERATED.
POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180� IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND.
{SILT FENCE JOINTS}
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE
BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE.
NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL
BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
{INSTALLATION NOTES:
}1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM
EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT
REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER
IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
SF
4" 4" MIN. MIN.
SF SF
{1 " x 1 " WOODEN FENCE POSTS}
COMPACTED BACKFILL
SILT FENCE
DRAWING
K��� ����'� �����.
C��� ������ ��� ���.
R
BACK OF CURB
EXTEND WALK 6"
ON BOTH SIDES
OF WALK
SIDEWALK
(TYP.)
3'
6"
VARIES VARIES
3'-3"
8'-6"
OPENING
PLAN
3'-3"
3"A
A
C
B B
C
METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND DETACHED SIDEWALK
1/28/09 D-10B
TDC
APPROVED: DATE: DETAIL
DRAWN BY:
CITY OF FORT COLLINS
UTILITIES
City of Fort Collins
(TYP.)
(TYP.)
(TYP.)
3/8" BRASS SCREW 18"O.C.
EDGE OF
STREET
12" R 12" R
SLOPE
WITH COUNTERSUNK HEAD
FLUSH WITH PLATE
5/8" GALV.
STEEL PLATE
SECTION A-A
SECTION B-B
VARIES
6"
WITH COUNTERSUNK HEAD FLUSH
3/8" BRASS SCREW-18" O.C.
ANCHOR 18"
#3 REBAR
1"
6"
3"x2"x3/8"
GALV.
ANGLE
3'-0"
5/8"
GALV.
PLATE
2'-0"
1/4"
WITH PLATE
3"
6"
SLOPE PLATE TO
0.5% SLOPE (MIN.)
VARIES
MATCH SIDEWALK
DETAIL 1
2'-0"
O.C.
SEE DETAIL 1
2
1
2
1
VARIES, SEE
5/8" GALV.
STEEL PLATE
3"x2"x3/8"
GALV. ANGLE
BACK OF
EDGE OF
STREET
CURB
SLOPE VARIES
PLANS
EXPANSION
EXPANSION MATERIAL
MATERIAL
2'-0"
SECTION C-C
DEPRESSED
VARIES
#4@12" O.C.
#4@12" #4@12"
GUTTER
STORMWATER
CONSTRUCTION DETAILS
DATE LAST REVISED: 5/29/09
SW-10 {SILT, ROCK OR WATTLE DIKE}
3/8 IN. BRASS SCREW-18 IN. O.C.
W/ COUNTERSUNK HEAD FLUSH
W/ PLATE
5/8 IN.
GALVANIZED
PLATE
ANCHOR-18 IN. O.C.
NO. 3 REBAR
ANGLE
GALVANIZED 3x2x3/8 IN. 3 IN.
2 FT. 0 IN.
3 IN. 3 IN.
2:1 SLOPE
3 FT. 0 IN.
5 FT. 6 IN.
4 5/8 IN.
6 IN. MIN.
7 1/2 IN.
2:1 SLOPE
PLACE FIRST SCREW
SEE DETAIL "A" OF PLATE 6 IN. FRONT EDGE
10 FT. 0 IN.
RAISED PATTEREN NON-SKID GALV.
5/8 IN. X 2 FT. 6 IN. X 4 FT. 6 IN.
STEEL PLATE (AASHTO M-111)
SECTION A-A
1/2 IN. FLOWLINE (AS SHOWN ON PLANS)
6 IN.
2 FT. 0 IN.
4 FT. 6 IN.
SLOPE PLATE TO MATCH
SIDEWALK
6 IN. 4 FT. 0 IN.
6 IN.
FL
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NBJ
12/12/00 D-10
METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND SIDEWALK
DETAIL "A"
PLAN VIEW
A
A
B B
x x x
x x
x
x
x x
x x x
x x
x x x
x x
MIN. SECTION
SECTION B-B
SIZE
BENDS TEE OR
DEAD
11 1/4� 22 1/2� 45� 90� END
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.
TEE
TYPICAL BEND
TYPICAL CROSS-SECTION
DEAD 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
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
WATER (970) FIELD 221-OPERATIONS 6700
TITLE OF DRAWING
STANDARD CONCRETE
THRUST BLOCKS
REVISED DATE:
DETAIL
01/16/04
2
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
NOTE:
* INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH.
TRENCH WALL
LOWER LIMIT OF
SLOPING
TRENCH IN WIDTH SECTION AS 02221 SPECIFIED
*
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
WATER (970) FIELD 221-OPERATIONS 6700
REQUIREMENTS (DIP & PVC)
WATER MAIN BEDDING
TITLE OF DRAWING
DETAIL
REVISED DATE:
01/16/04
1
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
Materials
Pavement
Thickness
Varies
Varies
1" (min.)
(See Note 9 below for Storm.)
4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
Local Entity Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight
edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for
backfill material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of
unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.
LARIMER COUNTY
URBAN AREA
STREET STANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 2201
DATE: 08/07/00
TRENCH DETAIL
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
WATER (970) FIELD 221-OPERATIONS 6700
TITLE OF DRAWING
CP TEST AND LOCATOR STATION BOX
REVISED DATE:
DETAIL
04/11/05
25
CP
TEST STATION
W
J
E
I
U
S
A
7/16"
3 1/2"
7 5/16"
2"
5/8"
5 3/4"
A
S
U
I
E
J
W
STATION
LOCATOR
LID PLAN VIEW
LID SECTION VIEW
VALVE BOX SECTION VIEW
9"
6 1/8"
10"
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.
1 1/8"
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
WATER (970) FIELD 221-OPERATIONS 6700
TITLE OF DRAWING
TRACER WIRE DETAIL
REVISED DATE:
DETAIL
2/16/07
30
STREET
STREET
PVC WATER MAIN
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.
PLAN VIEW
48" DIA.
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
%GENERAL 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
TYPE A GREASE INTERCEPTOR
����� ���
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700 W��� S�����
F��� C������, CO 80524
DETAIL
10
APPROVED:
DATE:
DRAWN BY:
W
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 PROVIDED BY C.P.C.
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)
{PLAN VIEW}
{SIDE VIEW}
{WATER DEPTH}
B
A
24"� CAST IRON RING & COVER
3" THICK MIN
BAFFLE WALL
PIPE OUTSIDE DIAMETER +2"
G 5" WALLS MIN.
10"W x 5"H
BLOCKOUT IN
BAFFLE WALL
8" LID
1"
G
{14"}
CLEANOUT TO GRADE
LONG SWEEP WYE,
SCHEDULE 40 MATERIAL
{12"}
{D}
{12"}
{2"}
{9"}
{C}
{8"}
{12"}
VENT PIPING WITH VTR
OR INTERNAL TANK VENT.
VENT THRU ROOF OF BUILDING
MT
5-13-2010
RH
WATER CAPACITY APPROX. GALLONS
GREASE CAPACITY APPROX. CUBIC FT. DIMENSIONS TWO COMPARTMENT TANK INCHES
500
NOTES:
4'
A
7'
B
31"
C
33"
D
31"
E
5'
F
26"
G
750 4' 7' 46" 56" 44" 6' 26"
1000 6' 10' 31" 33" 31" 57" 38"
1250 6' 10' 36" 38" 36" 63" 38"
1500
2000
2500
6' 13' 33" 35" 33" 63" 50"
6' 13' 44" 46" 44" 69" 50"
6' 12' 58" 60" 58" 87" 48"
MAY TRANSITION TO SER-35 PIPE DOWN STREAM OF CLEANOUT.
166
250
333
416
500
666
833
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:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
STANDARD MANHOLE
WW-3
NBJ
4/11/11
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
DATE: 03/01/02
CURB AND GUTTER (MELDRUM ST.)
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 701
DRAWING
Sidewalk
Driveway
LIP
F.L.
T.C.
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. Sidewalk grade shall remain consistent across driveway
3. This detail applies to Residential & Commercial driveways.
6"
6" Residential
Detached Sidewalk
Attached Sidewalk
1/2" Expansion
Joint Material 1/2" Expansion
Joint Material
A
A
2. For driveway design requirements, see CONST. DWG. 706 & 707.
DETACHED ATTACHED
3'-0" 6'-0"
All Sidewalk Thickness Shall Be 6" minimum.
Min.
STANDARD SIDEWALK
STREET STANDARDS
LARIMER URBAN AREA COUNTY REVISION NO: 1
CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING
SIDEWALK
8" Commercial
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
1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO
CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN.
2. MINIMUM CONCRETE THICKNESS IS 6 INCHES.
3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL
ENTITY.
4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS
USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER.
6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK,
WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET.
7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN
APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA.
8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER).
STANDARD GRAY CONCRETE
RAMP WITH PARTIALLY COLORED CONCRETE
SECTION A-A
LIP OF GUTTER
PLAN VIEW
FLOWLINE
CURB
A
A
0.5' TYP.
N.T.S.
6"
1:12 SLOPE MAX.
CURB
0.5'
4' MIN.
N.T.S.
FLARE OPTION
CURB OPTION
6" CURB 0" CURB
1' R
2'
NOTES:
t=6" or as specified
1"/ft. Max
1"/ft.
Max
1.5' TRANSITION 1.5' TRANSITION
Flared
Option
2'
FL
REVISION NO: 1
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1606
URBAN AREA
LARIMER COUNTY
PEDESTRIAN RAMP DETAIL (For New Const. & Alterations)
CONSTRUCTION
1:25 slope
(max.)
Truncated Dome
Warning Detection
Truncated Dome
Warning Detection
Curb
Flare
Varies
Curb
2'-0"
Flare
Ramp
concrete ramps
Panels embedded in the
Apron
Gutter
or
Curb and Gutter
Flow line
1:20 Slope 1:12 MAX Slope
Section A-A
NTS
Varies Varies
Curb
Curb
Flare
Ramp
2'-0"
Varies
Panels
Panels
6"
A
A
CL
Pedestrian flow
Aligned with
Ramp
Width:
4.5'
5.0'
6.0'
7.0'
8.0'
Note:
Truncated dome panels are
available in 2'x2' squares
and
2'x2.5' rectangles. Combine
the widths to fit the ramp.
Panels may be cut to no
less
than a 2'x1.5' size.
Panel Width
Combinations:
2'+2.5'
2.5'+2.5'
2'+2'+2'
2.5'+2'+2.5'
2'+2'+2'+2'
Note:
1. Truncated dome warning panel:
Install panels along with the concrete
pour for the ramp. The panel material
shall be "Cast In Tact Warning Panels"
or an equivalent material that must
be first approved by the City Engineer
prior to installation. The panel color
shall be red, no other color is approved.
Specifications for the panel and
installation instructions will be
provided upon request.
2. This drawing shows vertical curb. For
Drive Over Curb the warning detection
location shall be placed in the same
position 6" back from the Face of
Curb or .
Case 1-Directional Ramps Case 2-Non-Directional Ramps
Varies
Panels
Ramp
Panels
Flare
2'-0"
Curb
Case 3-Mid-Block Ramps
6"
Panels Panels
Apron
Gutter
or
Flare
6"
Flare
(Center line of ramp)
CL -Center line of ramp
BOC
BOC
BOC
FOC
FL
or
F
FOC
BOC
FL
-Back of Curb
-Face of Curb
-Flow line
2'
REVISION NO:
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1607
URBAN AREA
LARIMER COUNTY
TRUNCATED DOME WARNING FOR ACCESS RAMPS
CONSTRUCTION
FORT COLLINS ONLY
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
1:12 max.
X=2' min. Driveway Width Varies
2'-0"
6"
Attached
Sidewalk
Lip
FL
Back of curb
Right of Way line
Detached
Attached
Right of Way Line
Detached
Sidewalk
1:24 (max.)
NOTE:
1. Concrete driveway must be
provided to the property line.
Refer to C������ 25for minimum removal dimensions.
X
Y
W
X
Y
W = Width
1:12 (max.)
Property Line
t
1/4" PER FT.
N.T.S.
SECTION A-A 2"
t
1:12 (max.)
t
X = Curb Transition Length
Y = Parkway Width in Type I Approach
W = Driveway Width (See Drawing 707)
t = Concrete Thickness - minimum 6"
Type I = With Detached Sidewalk
Type II = With Attached Sidewalk
TYPE I TYPE II
1:12 (max.) 1:48
A
A
PERSPECTIVE
X=6'-0"
1:48 SLOPE
1:12 max.
B
B
WALK
Y
t
t
WALK
t 2"
FLOWLINE
JOINT
EXPANSION
BOW
1:12 (max.)
1:24
SECTION B-B
N.T.S.
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 706 DRAWING
STREET STANDARDS
URBAN AREA DATE: 04/01/07
STANDARD DRIVEWAY APPROACH (TYPES I & II)
Ramp if necessary
1:12
max.
BOW
Expansion joint if drive
continues as concrete
WALK
6"
(max.)
1/2"
2"R.
NOT TO SCALE
3
DT1
CONCRETE DETAILS
BARRIER CURB
6"
10" MIN.
6"
FL
1 1/4"
TYPICAL INFLOW
VERTICAL CURB
FLOW
FLOW
1' CURB CHASE DETAIL
NTS
* SEE SHEET ? FOR WIDTH OF CURB OPENING
* VARIES
NEW ASPHALT
SURFACE
NEW BASE AGGREGATE COURSE
12"
EXISTING ASPHALT
SURFACE
EXISTING AGGREGATE
NOTE:
BASE
THE EXISTING ASPHALT SURFACE SHALL BE SAW-CUT AND REMOVED FROM THE EXISTING
AGGREGATE BASE TO A LINE ONE FOOT FROM AND PARALLEL TO THE EDGE OF EXISTING
PAVEMENT.
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.
ASPHALT PAVEMENT JOINT DETAIL
N.T.S. STREETS\ASPHDET
2 1' CURB OPENING DETAIL
DT1
1
DT1
6" 1"
7"
12"
6"
2" RAD.
1" RAD.
6"
C4.00
FLOODPLAIN EXHIBIT
C. Snowdon
C. Snowdon
1" = 20'
EXISTING CITY FLOODWAY
NOTES:
1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
2.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER
THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM (NGVD 29 - UNADJUSTED).
3.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE
CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE PATHS, PARKING LOT, UTILITIES, ETC.)
IN THE FLOODPLAIN.
4.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.
{5.REFER TO THE "DRAINAGE LETTER FOR CANYON PLACE" BY NORTHERN ENGINEERING,
DATED DECEMBER 26, 2012 FOR ADDITIONAL INFORMATION.
6.A NO RISE CERTIFICATION IS REQUIRED FOR ANY WORK WITHIN THE FLOODWAY.
7.ALL HVAC EQUIPMENT IS TO BE LOCATED ON THE ROOFTOP OF THE STRUCTURE.
8.ALL STRUCTURES WITHIN THE FLOODWAY (PICNIC TABLES, BIKE RACKS, ETC.) SHALL BE
ANCHORED.}
FIELD SURVEY BY:
BENCHMARKS:
Northern Engineering Service, Inc.
Project No. 838-002
Date: June 11, 2012
BENCHMARK #1:
City of Fort Collins Benchmark 6-00
Elevation= 4990.68 (NGVD 29 - Unadjusted)
BENCHMARK #2:
City of Fort Collins Benchmark 1-11
Elevation= 5005.44 (NGVD 29 - Unadjusted)
CROSS-SECTION (CSL)
BASE FLOOD ELEVATION (BFE)
ELEVATION NGVD 29 (UNADJUSTED) 5000
20554
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
GRAPHIC SCALE:
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
EXISTING STORM SEWER LINE W/ MH ST �
PROPERTY BOUNDARY
EXISTING INLET GRATE
LIMITS OF 100-YR FLOOD FRINGE / / / / / / / / / / / / / / / / / / / / / / / / / / / /
PROPOSED UNDERDRAIN UD
PROPOSED STORM DRAIN
PROPOSED CURB & GUTTER
EXISTING CURB & GUTTER
FOR STORMWATER REVIEW ONLY
NOT FOR CONSTRUCTION
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CANYON AVENUE
(100' RIGHT-OF-WAY)
W. MAGNOLIA STREET
(100' RIGHT-OF-WAY)
S. MELDRUM STREET
(100' RIGHT-OF-WAY)
EXISTING BANK
BUILDING
PROPOSED OFFICE BUILDING
FFE=98.6
FFE=98.60
RAMP
RAMP LANDING
LANDING FFE=98.60
FFE=98.60
LANDING
RAMP LANDING
LANDING
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12.26.12
PROJECT:
838-002
Sheet
Of 12 Sheets
CANYON PLACE
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NOT FOR CONSTRUCTION
REVIEW SET
12.26.12
200 S���� C������ A�����, S���� 010
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20
5020
PROPERTY BOUNDARY
PROPOSED CONTOUR
EXISTING CONTOUR
LEGEND:
PROPOSED VERTICAL CURB AND GUTTER (TYPICAL)
EXISTING CURB AND GUTTER
EXISTING GROUND ELEVATION
74.86
PROPOSED OVERLAND FLOW DIRECTION
PROPOSED FINISHED GRADE ELEVATION
GRAPHIC SCALE:
PROPOSED SAWCUT LINE
PROPOSED PROPERTY LINE
C3.00
GRADING PLAN
C. Snowdon
C. Snowdon
1" = 20'
(75.41)
FLOODPLAIN
FLOODWAY
/ / / / / / / / / / / / / / / / / / / / / / / / /
( IN FEET )
1 inch = ft.
XX 0 XX Feet
XX
XX XX
NORTH
PROPOSED CONCENTRATED FLOW DIRECTION
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
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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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4.ALL CURB SPOTS ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE
ELEVATIONS.
5.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO ANY CONSTRUCTION WITHIN THE
FLOODPLAIN. SEE SHEET C4.00 FOR FLOOD INFORMATION.
6.A NO-RISE CERTIFICATION IS REQUIRED PRIOR TO ANY CONSTRUCTION WITHIN THE
FLOODWAY. SEE SHEET C4.00 FOR FLOOD INFORMATION.
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
DETAIL GRADING A DETAIL GRADING B
E E
E
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
VAULT
F.O.
E
E E
E
E
E
E E
E
G
G
G
FO FO
FO
FO FO
G
G G
G G G G G G G G G G G G G G G G G G
ST ST
W
W
W
ST ST
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W W W W W W W W W W W W W W W W W W W W W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST ST ST
SS SS
W
F
C.O.
GM
E EM
G G G G G
S
E E E
E E E E E E
E
12' APPROXIMATE
ASPHALT PATCHING
LIMITS (SEE NOTE 5)
PROPERTY BOUNDARY
LOT 2
LOT 1
EXISTING BANK
(319 S. MELDRUM STREET)
EXISTING OFFICE BUILDING
(318 CANYON AVENUE)
PROPOSED BUILDING
CANYON AVENUE
(100' RIGHT-OF-WAY)
S. MELDRUM STREET
(100' RIGHT-OF-WAY)
W. MAGNOLIA STREET
(100' RIGHT-OF-WAY)
26' APPROXIMATE
ASPHALT PATCHING
LIMITS (SEE NOTE 5)
G G G G G
10' APPROXIMATE
ASPHALT PATCHING
LIMITS (SEE NOTE 5)
EXISTING 5' WALK
PROPOSED 5' WALK
( 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
K��� ����'� �����.
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C2.00
UTILITY PLAN
C. Snowdon
C. Snowdon
1" = 20'
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA
OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE
FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL WATER & SANITARY SEWER CONSTRUCTION SHALL BE PER THE FORT COLLINS
CONSTRUCTION STANDARDS, LATEST EDITION.
3.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE
5.5'.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
6.PROPOSED 6" FIRE LINE TO BE INSTALLED WITH TRACER WIRE PER FORT COLLINS
STANDARD DETAIL 30.
7.ALL EXISTING SANITARY SEWER SERVICE ARE APPROXIMATE AND TO BE FIELD VERIFIED
AND ABANDONED. ALL SEWER SERVICES TO BE UNUSED SHALL BE ABANDONED AT THE MAIN
AND COORDINATED WITH FORT COLLINS UTILITIES BY CONTACTING (970) 221-6700.
8.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO ANY CONSTRUCTION WITHIN THE
FLOODPLAIN. SEE SHEET C4.00 FOR FLOOD INFORMATION.
9.A NO-RISE CERTIFICATION IS REQUIRED PRIOR TO ANY CONSTRUCTION WITHIN THE
FLOODWAY. SEE SHEET C4.00 FOR FLOOD INFORMATION.
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
NORTH
PROPOSED FIRE SERVICE
PROPOSED SANITARY SEWER SERVICE
PROPOSED DOMESTIC WATER SERVICE
EXISTING WATER MAIN WITH VALVE
GRAPHIC SCALE:
GRAPHIC SCALE:
W
S
FW
EXISTING RIGHT-OF-WAY
PROPOSED CURB AND GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12.26.12
PROJECT:
838-002
Sheet
Of 12 Sheets
CANYON PLACE
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NOT FOR CONSTRUCTION
REVIEW SET
12.26.12
200 S���� C������ A�����, S���� 010
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E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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SS EXISTING SEWER MAIN WITH MANHOLE
WV
S
EXISTING EDGE OF ASPHALT
EXISTING CURB & GUTTER
SS EXISTING SANITARY SEWER LINE
E EXISTING ELECTRIC
W EXISTING WATER LINE
T EXISTING TELEPHONE
G EXISTING GAS
FO EXISTING FIBER OPTICS
VAULT
ELEC ELECTRICAL VAULT
WV
WATER VALVE
CONTROL
IRR IRRIGATION CONTROL VALVE
LIGHT POLE
� ELECTRICAL METER
� GAS METER
CABLE VAULT
F.O. FIBER-OPTIC BOX
T TELEPHONE PEDESTAL
ELEC
BRKR
� WATER METER
LIGHT POLE
INLET GRATE
IRRIGATION BACKFLOW PREVENTER
VAULT
CABLE
BREAKER BOX
*NOTE: EVERYTHING SHOWN IN LEGEND MAY NOT APPEAR IN PLAN SET.
E
E E
E
E E
E
E
E
E E
E E
E
E
E
E
E
E
E E E
E
E E
E
VAULT
ELEC
�
�
�
�
WV � CONTROL
IRR
CONTROL
IRR
VAULT
F.O.
E
E E
E
E
E
E E
E
G
G
G G
FO FO
FO
FO FO
G G
G G
G G G G G G G G G G G G G G G G G G
ST ST
W
W
W
ST ST ST ST ST ST
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST ST ST
SS SS
/
/
/
/
/
/
/
/
/ / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / /
/ / / / / / / / / / / /
/ /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/
/
/
/ / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / /
/ / / / / / / / / / /
/ /
/
/
/
/
/
/ / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / /
/ / / /
/ / / / / / / /
/ / / / / /
/ / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / /
/ / / / / / /
/ / / / / / / / / / / / / / /
/ / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / /
/ / / /
/ / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / /
/ / / / / / / / /
/ / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ /
/ / / / / / / / / / / / / / / / /
/ / / / / / / / / / / /
/ / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
CANYON AVENUE
(100' RIGHT-OF-WAY)
W. MAGNOLIA STREET
(100' RIGHT-OF-WAY)
S. MELDRUM STREET
(100' RIGHT-OF-WAY)
EXISTING BANK
BUILDING TO REMAIN
(319 S. MELDRUM STREET)
EXISTING OFFICE BUILDING
(SEE ARCHITECTURAL PLANS
FOR BUILDING AND SURROUNDING
LANDSCAPE STRUCTURE DEMOLITION)
EXISTING ROW
4' SIDEWALK TO REMAIN
ASPHALT (TO
BE REMOVED)
EXISTING OFFICE
BUILDING TO REMAIN
(318 CANYON AVENUE)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12.26.12
PROJECT:
838-002
Sheet
Of 12 Sheets
CANYON PLACE
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NOT FOR CONSTRUCTION
REVIEW SET
12.26.12
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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C1.00
AND DEMOLITION PLAN
EXISTING CONDITIONS D. Fry
C. Snowdon
1" = 20'
VAULT
ELEC ELECTRICAL VAULT
WV
WATER VALVE
CONTROL
IRR IRRIGATION CONTROL VALVE
LIGHT POLE
� ELECTRICAL METER
� GAS METER
TREES
CABLE VAULT
F.O. FIBER-OPTIC BOX
EDGE OF ASPHALT
CURB & GUTTER
MAJOR CONTOUR
SS SANITARY SEWER LINE
W WATER LINE
SIGN
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
NORTH
LEGEND:
GRAPHIC SCALE:
T TELEPHONE PEDESTAL
5001 MINOR CONTOUR
5000
EXISTING CONCRETE
TO BE REMOVED
ELEC
BRKR
� WATER METER
LIGHT POLE
POST
INLET GRATE
IRRIGATION BACKFLOW PREVENTER
VAULT
CABLE
BREAKER 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
K��� ����'� �����.
C��� ������ ��� ���.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
E ELECTRIC
FO FIBER OPTICS
G GAS
T TELEPHONE
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.A FLOODPLAIN USE PERMIT AND NO-RISE CERTIFICATION IS REQUIRED PRIOR TO ANY
CONSTRUCTION WITHIN THE FLOODWAY. SEE SHEET C4.00 FOR FLOOD INFORMATION.
RIGHT-OF-WAY LINE
LOTS 1-12
BLOCK 93
PLAT OF CITY OF FORT COLLINS
SOUTH MELDRUM STREET
(100' ROW)
(PER PLAT OF CITY OF FORT COLLINS)
CANYON AVENUE
(100' ROW)
(PER PLAT OF CITY OF FORT COLLINS)
WEST MAGNOLIA STREET
(100' ROW)
(PER PLAT OF CITY OF FORT COLLINS)
ORIGINAL LOT LINES &
PROPERTY LINES TO BE
VACATED BY THIS PLAT
ORIGINAL LOT LINES &
PROPERTY LINES TO BE
VACATED BY THIS PLAT
NEW LOT LINES TO BE
CREATED BY THIS PLAT
SOUTH LINE OF LOT 1, BLOCK 83
BASIS OF BEARINGS
BLOCK 83
FND #4 REBAR w/
1" PLASTIC CAP
LS 34174
FND #4 REBAR w/
1" PLASTIC CAP
LS 4502
FND 1" SQUARE
IRON ROD
INGRESS/EGRESS EASEMENT
BOOK 1970, PAGE 460
TO BE VACATED BY THIS PLAT
272.71'
S44�40'41"E
47.64'
20.08'
3.01'
N.T.S.
CITY FLOOD FRINGE LINE
CITY FLOODWAY
LINE
CITY FLOOD FRINGE LINE
CITY FLOODWAY
LINE
N45�17'38"E 465.58'
HIGH RISK AREA
FLOODWAY AREA
8.83' 18.34'
S44�40'41"E
17.70'
S89�44'37"E
50.50'
UTILITY
EASEMENT
N44�40'41"W
43.08'
16.33'
UTILITY
EASEMENT
BLOCK 84
PLAT OF CITY OF FORT COLLINS
REVIEWED BY:
G. Gilliland
CLIENT:
DRAWN BY:
SCALE:
DATE:
12/26/12
PROJECT:
838-002
Sheet
Of 2 Sheets
CANYON PLACE
CANYON PLACE
CANYON PLACE
NOTICE
:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
RANGE:
TOWNSHIP:
SECTION:
200 S���� C������ A�����, S���� 10
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
2
SECTION 11, T7N, R69W
CITY OF FORT COLLINS, COLORADO
Blue Ocean
L. Smith
1" = 20'
11 7N
69 W of the 6th PM
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
(US SURVEY FEET)
LEGEND
BOUNDARY LINE
CENTERLINE
EASEMENT LINE
LOT LINE
FOUND CORNER AS DESCRIBED
RIGHT-OF-WAY
CANYON PLACE
LOTS 1, 2 AND 3, BLOCK 83, CITY OF FORT COLLINS, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
connection with the Development which is the subject of this Plat. This warranty and guarantee is made in accordance with the City Land
Use Code and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all other appurtenant
structures and amenities lying within the rights-of-way, Easements and other public properties, including, without limitation, all curbing,
sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair required on
utilities shall be coordinated with the owning utility company or department.
The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards,
safety requirements and environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be
corrected and repaired, all damages to said improvements resulting from development-related or building-related activities. In the event the
Owner fails to correct any damages within thirty (30) days after written notice thereof, then said damages may be corrected by the City and
all costs and charges billed to and paid by the Owner. The City shall also have any other remedies available to it as authorized by law. Any
damages which occurred prior to the end of said two (2) year period and which are unrepaired at the termination of said period shall remain
the responsibility of the Owner.
REPAIR GUARANTEE:
In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless
for a five (5) year period, commencing upon the date of completion and first acceptance by the City of the improvements to be constructed
in connection with the development which is the subject of this Plat, from any and all claims, damages, or demands arising on account of
the design and construction of public improvements of the property shown herein; and the Owner furthermore commits to make necessary
repairs to said public improvements, to include, without limitation, the roads, streets, fills, embankments, ditches, cross pans, sub-drains,
culverts, walls and bridges within the right-of-way, Easements and other public properties, resulting from failures caused by design and/or
construction defects. This agreement to hold the City harmless includes defects in materials and workmanship, as well as defects caused by
or consisting of settling trenches, fills or excavations.
Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the
Owner or his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising
engineering techniques and due caution in the construction of cross drains, drives, structures or buildings, the changing of courses of
streams and rivers, flooding from natural creeks and rivers, and any other matter whatsoever on private property. Any and all monetary
liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have the right to convey said land
according to this Plat.
NOTICE OF OTHER DOCUMENTS:
All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and
obligations of the Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which
obligations constitute promises and covenants that, along with the obligations under this Plat, run with the land. The said documents may
also be amended from time to time and may include, without limitation, the Development Agreement, Site And Landscape Covenants,
Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the clerk of the City and
should be closely examined by all persons interested in purchasing any portion of the Development site.
SURVEYOR'S STATEMENT
I, Gerald D. Gilliland, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared from an
actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the foregoing
plat is an accurate representation thereof, all this to the best of my knowledge, information and belief.
__________________________________
Gerald D. Gilliland
Colorado Registered Professional
Land Surveyor No. 14823
CERTIFICATE OF DEDICATION:
The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a permanent right-of-way
for street purposes and the “Easements” as laid out and designated on this Plat; provided, however, that (1) acceptance by the City of this dedication of
Easements does not impose upon the City a duty to maintain the Easements so dedicated, and (2) acceptance by the City of this dedication of streets
does not impose upon the City a duty to maintain streets so dedicated until such time as the provisions of the Maintenance Guarantee have been fully
satisfied. The streets dedicated on this Plat are the fee property of the City as provided in Section 31-23-107 C.R.S. The City's rights under the
Easements include the right to install, operate, access, maintain, repair, reconstruct, remove and replace within the Easements public improvements
consistent with the intended purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to
mark the location of the Easements with suitable markers; and the right to permit other public utilities to exercise these same rights. Owner reserves the
right to use the Easements for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City is responsible for
maintenance of its own improvements and for repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the
City does not accept the duty of maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will
maintain the surface of the Easements in a sanitary condition in compliance with any applicable weed, nuisance or other legal requirements.
Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or
permit the installation on the Easements, of any building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than
usual and customary grasses and other ground cover). In the event such obstacles are installed in the Easements, the City has the right to require the
Owner to remove such obstacles from the Easements. If Owner does not remove such obstacles, the City may remove such obstacles without any
liability or obligation for repair and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses not to remove the
obstacles, the City will not be liable for any damage to the obstacles or any other property to which they are attached.
The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns.
ATTORNEY'S CERTIFICATION
I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of the
Land Use Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are
duly authorized signatories under the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder
of Larimer County, Colorado as of the date of execution of the Plat and other information discovered by me through reasonable inquiry and
is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code.
Attorney:________________________________________
Address: ________________________________________
________________________________________
Registration No.:__________________________________
NOTICE
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND
RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE
PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE
OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A
PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL
HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH
PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO
ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES.
APPROVED AS TO FORM, CITY ENGINEER
By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____.
____________________________________________________
City Engineer
PLANNING APPROVAL
By the Director of Planning the City of Fort Collins, Colorado this _____ day of ___________ A.D., 20_____.
_____________________________________________________
Director of Community Development and Neighborhood Services
NOTES:
1) The Basis of Bearings is the South line of Lot 1, Block 83, City of Fort Collins bearing North 89°42'48" West (assumed bearing).
2) All information regarding easements, right-of-way or title of record, Northern Engineering relied upon Title Commitment 01330-14179
prepared by Stewart Title Guaranty Company, dated September 25, 2012.
3) Ingress/Egress Easement per Book 1970, Page 460 to be vacated by this plat.
4) All areas within the Lot 1 and Lot 2 located outside of the 100-year flood fringe are located within the City of Fort Collins Moderate
Risk Floodplain.
OWNER:Blue Ocean Enterprises, Inc.
BY:_________________________________
Steve Schroyer
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by Steve Schroyer.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
OWNER:Norlarco Credit Union
BY: _________________________________
TITLE: ______________________________
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
_____________________________________________, as ____________________________________ of Norlarco Credit Union.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned owner(s) of the following described land:
Lots 1, 2, and 3, Block 83, City of Fort Collins, located in the Southeast Quarter of Section 11, Township 7 North, Range 69 West of the 6th P.M., City
of Fort Collins, County of Larimer, State of Colorado, contains 54,225 square feet or 1.245 acres.
For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided into lots,
tracts and streets as shown on this Plat to be known as CANYON PLACE (the "Development"), subject to all easements and rights-of-way now of
record or existing or indicated on this Plat. The rights and obligations of this Plat shall run with the land.
CANYON PLACE
LOTS 1, 2 AND 3, BLOCK 83, CITY OF FORT COLLINS, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
1
SECTION 11, T7N, R69W
CITY OF FORT COLLINS, COLORADO
N.A.
L. Smith
N.A.
11 7N
69 W of the 6th PM
VICINITY MAP
VICINITY MAP
{SCALE 1" = 1000'}
9' 17'
EXISTING 4' SIDEWALK
EXISTING OFFICE BUILDING
(318 CANYON AVENUE)
PROPOSED BUILDING
CANYON AVENUE
(100' RIGHT-OF-WAY)
S. MELDRUM STREET
(100' RIGHT-OF-WAY)
W. MAGNOLIA STREET
(100' RIGHT-OF-WAY)
PATIO
EXISTING 5' SIDEWALK
PROPOSED 5' SIDEWALK
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
LENGTH
10.14'
67.12'
24.00'
26.11'
12.49'
12.82'
18.00'
BEARING
N00�09'38.75"E
N44�32'58.18"W
N45�23'21.71"E
S44�32'58.18"E
S44�32'58.18"E
N44�41'18.76"W
N45�24'42.69"E
Curve Table
CURVE
C1
C2
DELTA
44�42'37"
184�08'02"
RADIUS
5.00'
4.67'
LENGTH
3.90'
15.00'
BEARING
N22�11'40"W
N47�22'42"E
CHORD
3.80'
9.33'
N45�19'19"E
N89�42'48"W (BASIS OF BEARING)
S00�15'07"W
20'
TRASH
EXISTING 5' SIDEWALK
5'
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
GRAPHIC SCALE:
LEGEND:
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
K��� ����'� �����.
C��� ������ ��� ���.
R
PROPOSED SWALE
1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN
AND RECOMMENDATIONS.
2.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT
MAXIMUM SPACING OF 50 FEET.
3.SEE LANDSCAPE PLAN BY LANDWORKS DESIGN, INC FOR ALL DECORATIVE
CONCRETE DESIGN INFORMATION AND SPECIFICATIONS.
4.SEE THE PLAT BY NORTHERN ENGINEERING FOR ALL EASEMENTS AND LOT
INFORMATION.
5.ALL STRIPING ALONG MAGNOLIA SHALL BE REMOVED & REPLACED PER CITY
OF FORT COLLINS STANDARDS.
6.SEE CDOT STANDARD M-412-1 FOR ALL CONCRETE PAVING JOINT
INFORMATION.
7.ALL REMOVED OR DAMAGED SIDEWALKS SHALL BE REPLACE WITH A 5' WIDE
SECTION PER CITY OF FORT COLLINS STANDARDS.
NOTES:
HEAVY DUTY PAVING
BENCHMARK/BASIS OF BEARING
PROPERTY BOUNDARY
LIMITS OF 100-YR FLOODWAY
PROPOSED BARRIER CURB
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12.26.12
PROJECT:
838-002
Sheet
Of 12 Sheets
CANYON PLACE
T���� �������� ���
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12.26.12
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
HC1
HORIZONTAL CONTROL PLAN
C. Snowdon
C. Snowdon
1" = 20'
BENCHMARK #1:
City of Fort Collins Benchmark 6-00
Located on a catch basin at the northwest corner of Mulberry Street
and College Avenue.
Elevation = 4990.68 (NGVD 29 - Unadjusted)
BENCHMARK #2:
City of Fort Collins Benchmark 1-11
Located on the Southeast corner of Mulberry Street and Loomis
Avenue, at the northeast corner of a concrete traffic signal base.
Elevation = 5005.44 (NGVD 29 - Unadjusted)
Basis of Bearings
Considering the South Line of Lot 1, Block 83 of the Plat of the Town
of Fort Collins as bears North 89�42'48" West.
LIMITS OF 100-YR FLOOD FRINGE / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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 Preliminary Drainage Letter for Canyon Place dated December 26, 2012 by Northern EngineeringServices, Inc.,
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's absence. However, the City of Fort Collins reserves the right not to accept the
improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench
work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not
correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement
section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final
soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a
minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur
until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter
flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must
certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be
noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction.
For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be
stubbed to the property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional
criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as
established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any
tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and
security. Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The
the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way.
The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins
Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor
moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the
Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing
traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by Larimer County.
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:
City of Fort Collins benchmark 6-00
Located on a catch basin at the Northwest corner of Mulberry Street and College Avenue
Elevation = 4990.68 (NGVD 29 - Unadjusted)
City of Fort Collins benchmark 1-11
Located on the Southeast corner of Mulberry Street and Loomis Avenue, at the northeast corner of a concrete traffic signal base
Elevation = 5005.44 (NGVD 29 - Unadjusted)
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. NONE
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 priorto 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.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed
here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for
approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt).
The job mix shall be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing
edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean
construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting
rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in
conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The
determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with
adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement)
and as per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of
asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain
properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a
full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will
be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than
50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall
not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as
determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface.
The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence
of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking
Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and
placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of
striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies
identified during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of
Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer
determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and
striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Preliminary Drainage Letter for Canyon Place dated December 26, 2012 by Northern Engineering Services, Inc.,
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 Fort 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.
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
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City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12.26.12
PROJECT:
838-002
Sheet
Of 12 Sheets
CANYON PLACE
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C2.00 UTILITY PLAN
LANDSCAPE ARCHITECT
ARCHITECT
CANYON PLACE
The Architects' Studio
Jeff Errett
151 W. Mountain Ave.
Fort Collins, CO 80524
(970) 482-8450
Landworks Design, Inc.
Chad Herd, ASLA
3457 Ringsby Court
Denver, CO 80261
(303) 433-4257
E N G I N E E R I N G
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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
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City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CONTACT INFORMATION
PROJECT TEAM:
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152
CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------Centurylink------------------------------- William Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700
WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700
STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700
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
SHEET INDEX
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
BENCHMARK #1:
City of Fort Collins Benchmark 6-00
Located on a catch basin at the northwest corner of Mulberry Street and College Avenue.
Elevation = 4990.68 (NGVD 29 - Unadjusted)
BENCHMARK #2:
City of Fort Collins Benchmark 1-11
Located on the Southeast corner of Mulberry Street and Loomis Avenue, at the northeast
corner of a concrete traffic signal base. Elevation = 5005.44 (NGVD 29 - Unadjusted)
Basis of Bearings
Considering the South Line of Lot 1, Block 83 of the Plat of the Town of Fort Collins as
bears North 89�42'48" West.
Northern Engineering Services, Inc
NE Project No. 838-002
Date: June 11, 2012
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
PROJECT
LOCATION
VICINITY MAP
NORTH 1"=1000'
1-2 PLAT (FOR REFERENCE ONLY)
SiteWise, LLC
7000 N. Broadway
Building 3, Suite 306
Denver, Colorado 80221
(303) 650-8680
SUBSURFACE UTILITY LOCATES**
C4.00 FLOODPLAIN EXHIBIT