HomeMy WebLinkAboutRIVER DISTRICT BLOCK 8 MIXED-USE - FDP - FDP160025 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSLINCOLN AVE
LINDEN ST
COLLEGE AVE (US 287)
JEFFERSON ST
WILLOW ST
MOUNTAIN AVE
MULBERRY ST
LEMAY AVE
35' EOA - EOA
18' FL - CL 17' FL - CL
\A1;17' FL - CL
50.5' PARKWAY
EXISTING 100' ROW
70' FL - FL
35' FL - CROWN 35' FL - CROWN
\A1;35' FL - CROWN
15' PARKWAY
EXISTING WILLOW STREET
(100' ROW)
11' TRAVEL
11' TRAVEL
EXISTING RR TRACKS
INTERIM WILLOW STREET
(100' ROW)
6.5' SHOULDER
6' SHOULDER
ULTIMATE WILLOW STREET
(100' ROW)
PROPOSED
BUILDING
19' DIAGONAL
PARKING
16' TRAVEL/
BIKE
19' DIAGONAL
PARKING
VERTICAL
CURB & GUTTER
VERTICAL
CURB & GUTTER
EXISTING 100' ROW
34.5' EOA - FL
16.5' FL - CROWN
\A1;16.5' FL - CROWN
50.5' PARKWAY 15' PARKWAY
12' TRAVEL
PROPOSED
BUILDING
5' AMENITY ZONE
6' BIKE LANE
VERTICAL
CURB & GUTTER
EXISTING 100' ROW
EXISTING RR TRACKS
18' FL - CROWN
12' TRAVEL
4.5' SHOULDER
EXISTING UNIMPROVED
PARKWAY
EXISTING EDGE
C001
CONSTRUCTION NOTES
GENERAL & A. Reese
B. Ruch
N/A
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\838-013_COVER.dwg LAYOUT NAME: C001 DATE: May 25, 2016 - 8:00am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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OWNER
MAWSON LUMBER
AND HARDWARE CO
350 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
MAWSON LUMBER AND
HARDWARE CO
115 LINCOLN AVE
FORT COLLINS
CO, 80524
OWNER
GODINEZ
JESSE/DOROTHY
400 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
FEEDERS SUPPLY LLC
359 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
416 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
546 WILLOW ST
FORT COLLINS,
CO 80524
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S
24" SS 24" SS
D
6" W
6" W
H
Y
D
LINDEN STREET
(100' PUBLIC ROW)
WILLOW STREET
(PUBLIC ROW VARIES)
PROPOSED
STORM INLET
EXISTING
4960
4965
4970
4975
4980
4960
4965
4970
4975
4980
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
4970.89
4970.19
4969.54
4968.57
4967.49
4971.07
4970.70
4970.51
4970.35
4970.02
4969.86
4969.70
4969.37
4969.21
4968.92
4968.19
4967.83
4967.58
4967.62
4967.74
4967.87
-0.78%
-0.75%
-0.65%
0.50%
0.50%
-0.90%
-0.50%
-1.05%
-1.40%
-1.70%
-1.30%
PVI STA = 10+52.21
PVI ELEV = 4971.25
PVI STA = 10+62.24
PVI ELEV = 4971.17
PVI STA = 11+49.81
PVI ELEV = 4970.51
PVI STA = 13+48.77
PVI ELEV = 4969.22
PVI STA = 15+45.66
PVI ELEV = 4967.72
PVI STA = 15+92.46
PVI ELEV = 4967.96
PVI STA = 14+75.66
PVI ELEV = 4967.57
PVI STA = 14+95.66
PVI ELEV = 4967.47
PVI STA = 13+68.77
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3370 CO
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OWNER
W AND T LEASING
131 E LINCOLN AVE
FORT COLLINS, CO
80524
OWNER
GODINEZ
JESSE/DOROTHY
400 LINDEN ST
FORT COLLINS,
CO 80524
FEEDERS SUPPLY LLC
OWNER
RANCH-WAY INC
416 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
546 WILLOW ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
546 WILLOW ST
FORT COLLINS,
CO 80524
3370 CO
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C600
WATER DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
102
C600
FIRE HYDRANT INSTALLATION
All residential water service shall be installed in the center of the lot
All water and sanitary sewer service shall have a minimum
of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit.
No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet
Use type K copper for the service from the corporation stop to a minimum of 5 feet
up to and including the curb stop. The owner is responsible for service from the
The City is responsible for maintaining the water main, corporation stop, and service piping
Locate curb box and meter pit according to the approved utility drawings.
Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of
Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC,
unless otherwise approved by the Utility.
horizontal separation of ten feet.
No couplings allowed between curb stop and meter setting.
curb stop, including the outlet coupling to the building.
construction or use a tapping saddle.
in which case, use a tapping saddle.
GENERAL NOTES
9.
8.
4.
6.
7.
5.
WATER MAIN
3.
2.
1.
IN FACE OF CURB
CUT 4 INCH CROSS
CORPORATION STOP FOR
PAVEMENT
CURB STOP
CURB
BOX
66 INCH MAX.
54 INCH MIN.
CURB, GUTTER AND
SIDEWALK
DISTANCE VARIES 1 FT.
PROPERTY OR EASEMENT LINE
GRADE
FINAL LANDSCAPED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
C601
WATER DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
109
C601
NOT TO SCALE
107
C601
STANDARD SETTING FOR 3" & 4" WATER METERS
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOT TO SCALE
108
C601
STANDARD SETTING FOR 3" & 4" WATER METERS
NOT TO SCALE
110
C601
CP TEST AND LOCATOR STATION BOX
NOT TO SCALE
111
C601
PVC WATER MAIN TRACER WIRE DETAIL
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
C602
SANITARY SEWER DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
200
C602
BEDDING REQUIREMENTS
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
BEDDING REQUIRMENTS
WW-1
NBJ
4/11/11
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOT TO SCALE
201
C602
STANDARD MANHOLE
No. Revisions:
C603
SITE DETAILS
A. Reese
B. Ruch
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
300
C603
CURB AND GUTTER 301 CURB AND GUTTER / SIDEWALK STANDARD DRIVEWAY APPROACH (TYPES III & IV)
C603
302
C603
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
DATE: 03/01/02
CURB AND GUTTER
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 701
DRAWING
7 3/8" (L) 1 3/8"
17"
6"
3 3/8"
14"
C604
SITE DETAILS
A. Reese
B. Ruch
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
307
C604
SIGN POST
Max. Sign Panel
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
3" - 6" ABOVE GRADE
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
Anchor/Stub Post Size
CRITERIA FOR SINGLE POST
36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0"
5. All "No Parking" signs shall be installed at 45° from Flow Line.
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
Street Curb
REVISION NO: 1
DATE: 04/01/07
STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST
URBAN AREA
LARIMER COUNTY DRAWING
1401
See Figure 16-1
SW SAMPLE AVE
2400
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN
MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON
WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE
BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON
WASHERS (NYLON WASHER AGAINST SIGN FACE) AND
SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF
POST. L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
C605
DRAINAGE DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
400
C605
STORM BEDDING REQUIREMENTS
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CLASS B BEDDING
LOWER LIMIT OF
UNIFORM GRADED
CLASS A BEDDING
LOWER LIMIT OF
LOWER LIMIT OF
MATERIAL
TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS.
REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS,
SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS.
SUBDRAIN DETAIL
TRENCH WIDTH AS SPECIFIED
TRENCH WIDTH AS SPECIFIED
ROCK EXCAVATION
TRENCH WIDTH AS SPECIFIED
GRANULAR MATERIAL
UNSTABLE SUBGRADE
TRENCH WIDTH AS SPECIFIED
ROCK
1 1/2 IN.
COMPACTED
GRANULAR OR
TRENCH WALL
SLOPE
COMPACTED
C606
DRAINAGE DETAILS
A. Reese
B. Ruch
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Details\838-013_DETAILS.dwg LAYOUT NAME: C606 DATE: May 25, 2016 - 8:05am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
X
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WV
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4366 CO
W
S O
D
H Y
D
CO
H
Y
D
LOT 1 LOT 3
LOT 2
ADJACENT
BUILDING
ADJACENT
BUILDING
EXISTING 1 STORY CONCRETE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Drng\838-013_EROS.dwg LAYOUT NAME: C701 DATE: May 25, 2016 - 8:06am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [838-013_xEXST] [838-013_xSITE] [838-013_xTOPO] [838-013_xUTIL] [838-013_xGRAD] [838-013_xADJ] [838-013_xEUTIL-FTC]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
C701
EROSION CONTROL DETAILS
A. Reese
B. Ruch
N/A
VEHICLE CONTROL TRACKING PAD
WATTLE INSTALLATION
%%UWATTLES - DETAIL A
FLOW
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE
THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A
HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE
NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
LOT 1 LOT 3
D
N
LOT 2
X
X
X
X
X
X
X
X X
X X X
X X X
X
X X X X
X
X
D
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/ / / / / / / /
W
S O
S
D
H Y
D
CO
H
Y
D
LINDEN STREET
(100' PUBLIC ROW)
WILLOW STREET
(PUBLIC ROW VARIES)
EXISTING 1 STORY CONCRETE
BUILDING
EXISTING 1 STORY
METAL BUILDING
70
69
71
70
68
69
71
72
72
72
72
70
69
71
72
72
70
72
73
72
PROPOSED
STORM DRAIN
18" HDPE
STORM DRAIN
PROPOSED STORM
DRAIN INLET
OS1
0.13 OWNER
MAWSON LUMBER
AND HARDWARE CO
350 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
MAWSON LUMBER AND
HARDWARE CO
115 LINCOLN AVE
FORT COLLINS
CO, 80524
OWNER
GODINEZ
JESSE/DOROTHY
400 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
FEEDERS SUPPLY LLC
359 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
416 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
546 WILLOW ST
FORT COLLINS,
CO 80524
30" RCP
STORM DRAIN
2
0.07
2
OS1
3
0.013
BUILDING 2
BUILDING 1
1
PROPOSED SPILL
CONTAINMENT AREA
PROPOSED
DRAIN BASIN
PROPOSED
TRENCH DRAIN
PROPOSED
DRAIN BASIN
PROPOSED
DRAIN BASIN
PROPOSED
DRAIN BASIN
PROPOSED
DRAIN BASIN
PROPOSED
DRAIN BASIN
PROPOSED
DRAIN BASIN
1
1.01
3
0.17
PROPOSED
DRAIN BASIN
EXISTING 24"
RCP STORM DRAIN
EXISTING STORM
DRAIN INLETS
EXISTING 24" RCB
STORM DRAIN
DOWNSPOUTS
PIPED TO TREE
GRATES (TYP.)
EXISTING 42" RCP
STORM DRAIN
CONNECT TO
EXISTING MANHOLE
ROOF DRAIN
SYSTEM (TYP.)
ROOF DRAIN
SYSTEM (TYP.)
PROPOSED OUTLET
CONTROL STRUCTURE
PROPOSED
STORMTECH CHAMBERS
ROOF DRAIN
SYSTEM (TYP.)
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C800
DRAINAGE EXHIBIT
A. Reese
B. Ruch
1"=30'
BENCHMARK
PROJECT DATUM: NAVD88
BENCHMARK #1:
CITY OF FORT COLLINS BENCHMARK 03-00
ON A PARAPET WALL AT THE NORTHWEST END OF THE LINCOLN AVE. BRIDGE NEAR
THE NORTHEAST CORNER OF LINCOLN AVE. AND WILLOW ST.
ELEVATION=4967.33
BENCHMARK #2:
CITY OF FORT COLLINS BENCHMARK 05-00
ON THE TOP OF CURB AT THE SIGNAL POLE BASE AT THE NORTHWEST CORNER OF
LINDEN ST. AND JEFFERSON ST.
ELEVATION=4978.05
PLEASE NOTE: THIS PLAN SET IS USING NAVD 88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD 29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD 29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED:
NGVD 29 UNADJUSTED = NAVD 88 - 3.18'
BASIS OF BEARING
THE BASIS OF BEARINGS IS THE SOUTHEASTERLY LINE OF BLOCK 9, TOWN OF FORT
COLLINS AS BEARING S41°40'49"W (ASSUMED BEARING).
NOTES:
1. REFER TO THE FINAL DRAINAGE AND EROSION CONTROL REPORT FOR RIVER
DISTRICT BLOCK EIGHT MIXED-USE DATED MAY 25, 2016 BY NORTHERN
ENGINEERING FOR ADDITIONAL INFORMATION.
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 120
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Drng\838-013_DRNG.dwg LAYOUT NAME: C801 DATE: May 25, 2016 - 8:06am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [838-013_xEXST] [838-013_xSITE] [838-013_xTOPO] [838-013_xUTIL] [838-013_xGRAD] [838-013_xADJ] [838-013_xEUTIL-FTC]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
C
0.60 ac
LEGEND:
4953
PROPOSED CONTOUR
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
DESIGN POINT A
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C10 C100
10-yr
Tc
(min)
100-yr
Tc
(min)
Q10
(cfs)
Q100
(cfs)
1 1 1.01 0.88 1.00 5.2 5.0 4.4 10.1
2 2 0.07 0.92 1.00 5.0 5.0 0.3 0.7
3 3 0.17 0.92 1.00 5.0 5.0 0.7 1.6
OS1 OS1 0.13 0.81 1.00 5.0 5.0 0.5 1.3
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN
STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE
STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE
THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY
HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE
STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A" WATTLE "B"
1' 2'
TYP.
1' 1'
%%UWATTLES - DETAIL B
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
WEIGHTED WATTLE
LIP OF GUTTER
SIDEWALK EXISTING OR
PROPOSED INLET
TOP BACK CURB
FLOW LINE
%%uCURB INLET WATTLE PROTECTION SETUP%%u
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
LIP OF GUTTER
WEIGHTED WATTLE
AT 45 DEG. TO CURB
SIDEWALK
TOP BACK CURB
FLOW LINE
SIDEWALK
TOP BACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS.
2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP.
LIP OF GUTTER
WEIGHTED WATTLE
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT
PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN
FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD,
ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON
STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A
STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY
SOIL USE A 24" STAKE.
4"-6" ABOVE WATTLE AFTER BAILING WIRE
OR NYLON ROPE IS ATTACHED. STAKES
NEED TO BE TAMPED UNTIL WIRE/ROPE IS
SNUG WITH WATTLE.
W3 NOTE:
IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A
BMP SHOULD BE USED TO PREVENT SEDIMENT FROM
ENTERING THE INLET
1"x 1" WOOD STAKES
18"-24"
W1
THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT
ACCUMULATED BEHIND WATTLE AS NECESSARY.
SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE.
WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY.
WATTLE MAINTENANCE NOTES:
1.
2.
3.
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB
END SHALL ABUT TIGHTLY
TO BACK OF CURB
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
4' MAX.
{\LPERVIOUS INSTALLATION}
{\LIMPERVIOUS INSTALLATION}
SEDIMENT
DEPOSITION ZONE
W3
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
W4
W3, W4 & W5 NOTES:
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED
CORE.
2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS.
3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON
WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND
SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
W5
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET
%%UCONCRETE CHASE/TRICKLE CHANNEL SETUP
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
%%UCURBSIDE CHECKDAMS SETUP
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e. RIVER ROCK AND COBBLES)
SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL
BE BY VISUAL INSPECTION.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE
LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR
SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE
STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO DISCOURAGE
VEHICLE ACCESS SIGN EXCEPT "CONSTRUCTION AT VTC ENTRANCE"
\A1;R=5'
PAVED SURFACE
\A1;20' MIN.
A
SECTION A
NO MATERIALS INCLUDING 2x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER
ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT.
SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY
INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE.
WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN
A MANNER ACCEPTED BY THE CITY.
LOCATION OF CONCRETE WASHOUT AREA IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S
DISCRETION.
{NOTES:
}1.
2.
3.
4.
5.
6.
7.
3H:1V OR FLATTER
SIDE SLOPES
\A1;12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
\A1;12" \A1;2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
CONCRETE WASHOUT AREA
WIRE ENCLOSED 1 1/2" CRUSHED ROCK
DROP INLET PERIMETER
PLACED AROUND
CINDER BLOCKS
1 1/2" CRUSHED ROCK
WIRE ENCLOSED
DROP INLET BLOCK
INLET
DROP
RUNOFF
FILTERED
OVERFLOW
%%USECTION A-A
%%UPLAN VIEW
STACKED 24" HIGH
(2) CINDER BLOCKS
%%UAND GRAVEL FILTER
A A
DROP INLET
WITH GRATE
WITH NO GAPS (TYP.)
TIGHTLY ABUTTING
%%UWATTLE FILTER
DROP INLET
INLET
%%UPLAN VIEW
\A1;ENTRENCH 3"
CORNERS.
EXCESS AT
FRAME. GATHER
AND STAPLE TO
WITH GEOTEXTILE
WRAP WOOD FRAME
WOOD FRAME
WOOD FRAME
2'' X 4'' WITH GRATE
DROP INLET
3' 0''
1' 6'' MAX.
A DEPTH OF 6'' X 6''
BURY GEOTEXTILE AT
%%uDROP INLET SILT FENCE BOX
FLOW FLOW
NOTE:
ENTRENCH WATTLE 3" INTO
NATURAL GROUND AT THE
OUTSIDE EDGE OF CONCRETE
APRON
INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET.
CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE
SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED.
OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{
GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH.
TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED.
WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4.
5.
WATTLE
WATTLE
OR
NOTE:
INSTALLATION OF WATTLE STAKES
MAY VARY
(10" MIN. DIAMETER)
DROP INLET PROTECTION
MANHOLE
ROCK BERM SHALL
2"x 4" WOOD STUD EXTENDED
INTO CONCRETE BLOCKS
WIRE ENCLOSED
1 1/2" WASHED ROCK CONCRETE
BLOCKS
CURB INLET
GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD
OVERFLOW
FILTERED
RUNOFF
%%uSECTION A-A
A
A
%%uPLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%%uSECTION B-B
%%uPLAN VIEW
B
B
ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
CURB AND GUTTER
BE PLACED TIGHTLY
AGAINST CURB FACE
GRAVEL FILTER
1/2" TO 1" BELOW TOP OF CURB
TUBULAR
MARKER
IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED.
TUBULAR
MARKER
TUBULAR
MARKER
\A1;3'
\A1;2'
CURB INLET
WIRE ENCLOSED
SETTLED
RUNOFF
GRAVEL FILTER
CURB INLET MANHOLE
{CURB INLET BLOCK AND GRAVEL FILTER
(INLET IN SUMP)}
INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE
INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED.
WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL
BE 48".
TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER
REMOVAL OF INLET PROTECTION IN STREETS.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN
5" MAX
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
CURB INLET PROTECTION
W
VTC
RS
CWA
IP IP
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
0" ON BEDROCK
OR HARD SURFACE,
2" IN SOIL
ROCK SOCK SECTION ROCK SOCK PLAN
4" TO 6" MAX AT CURBS,
OTHERWISE 6"-10" DEPENDING
ON EXPECTED SEDIMENT LOADS
ROCK SOCK JOINTING
\A1;12"
\A1;12"
{ROCK SOCK INSTALLATION NOTES
}1.SEE PLAN VIEW FOR:
- LOCATION (S) OF ROCK SOCKS.
2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION
SHOWN ON THIS SHEET (1{}" MINUS).
3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF {}",
RECOMMENDED MINIMUM ROLL WIDTH OF 48".
4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON
ENDS OF SOCKS.
5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK
ENCLOSURE.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
3/4" 0-15
3/8" 0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
ROCK SOCK
NOT TO SCALE
001
C701
NOT TO SCALE
002
C701
NOT TO SCALE
003
C701
NOT TO SCALE
004
C701
NOT TO SCALE
005
C701
NOT TO SCALE
006
C701
007
C701
NOT TO SCALE
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
TUBULAR
MARKER
\A1;2'
TEMPORARY CONSTRUCTION FENCE
w/ ROCK SOCK
TEMPORARY
CHAIN-LINK FENCE
ROCK SOCK
TEMPORARY
CHAIN-LINK FENCE
ROCK SOCK
SIDE VIEW
CF X
BUILDING
EXISTING 1 STORY
METAL BUILDING
70
69
71
70
68
69
71
72
72
72
72
70
69
71
72
72
70
72
73
72
CWA
X X
X
X X X X X X
X
X
X
X
X
X
CONSTRUCTION FENCE
w/ ROCK SOCK
CONSTRUCTION FENCE
w/ ROCK SOCK
X X X X X X X X X X
X
X X X
LINDEN STREET
(100' PUBLIC ROW)
WILLOW STREET
(PUBLIC ROW VARIES)
RS
IP
IP
IP
RS
VTC
RS
RS
RS
RS
OWNER
MAWSON LUMBER
AND HARDWARE CO
350 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
MAWSON LUMBER AND
HARDWARE CO
115 LINCOLN AVE
FORT COLLINS
CO, 80524
OWNER
GODINEZ
JESSE/DOROTHY
400 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
FEEDERS SUPPLY LLC
359 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
416 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
546 WILLOW ST
FORT COLLINS,
CO 80524
IP
X X
X
BUILDING 2
BUILDING 1
CF
CF
CF
CF
IP
W
IP
W
W
W
W
W
W
IP IP W
IP
IP
IP
IP
IP
IP
IP
IP
C700
EROSION CONTROL PLAN
A. Reese
B. Ruch
1"=30'
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR
DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES.
2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
(OR
PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT.
7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES
OR
SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO
CROSS
THE PUBLIC SIDEWALKS.
10. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE
AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
11. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING
AREA
MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY.
12. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE
WAY.
SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS
SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
13. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH,
IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
14. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER
MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION.
15. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
EROSION CONTROL NOTES:
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
TABLE OF CONSTRUCTION
SEQUENCE AND BMP APPLICATION
Project: River District Block Eight MIxed-Use
CONSTRUCTION PHASE PHASE I PHASE II PHASE III PHASE IV
Grading (Include Offsite)
Overlot
Pipeline Installation
Stormwater
Concrete Installation
Site Walls
Building Structure
Miscellaneous
Hardscape Amenities
BEST MANAGEMENT PRACTICES
Temporary
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Flow Barriers (Bales, Wattles, etc.) (WD)
Concrete Washout Area (CWA)
Preventative Maintenance Activities/Meetings/etc.
Construction Fence w/ Rock Sock (CF)
Permanent
Mulching/Sealant
Sewer Service
Water Service
Curb and Gutter
FIELD SURVEY BY:
BENCHMARKS:
PROJECT DATUM: NAVD88
BENCHMARK #1:
CITY OF FORT COLLINS BENCHMARK 03-00
ON A PARAPET WALL AT THE NORTHWEST END OF THE LINCOLN AVE. BRIDGE NEAR THE
NORTHEAST CORNER OF LINCOLN AVE. AND WILLOW ST.
ELEVATION=4967.33
BENCHMARK #2:
CITY OF FORT COLLINS BENCHMARK 05-00
ON THE TOP OF CURB AT THE SIGNAL POLE BASE AT THE NORTHWEST CORNER OF
LINDEN ST. AND JEFFERSON ST.
ELEVATION=4978.05
PLEASE NOTE: THIS PLAN SET IS USING NAVD 88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD 29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD 29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED:
NGVD 29 UNADJUSTED = NAVD 88 - 3.18'
BASIS OF BEARING
THE BASIS OF BEARINGS IS THE SOUTHEASTERLY LINE OF BLOCK 9, TOWN OF FORT
COLLINS AS BEARING S41°40'49"W (ASSUMED BEARING).
CONSTRUCTION FENCE w/ ROCK SOCK CF
INLET PROTECTION IP
WATTLE PROTECTION W
ROCK SOCK RS
VEHICLE TRACKING PAD VTC
X
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 1.64 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
5. SEE "GRADING & EROSION CONTROL NOTES" ON SHEET C001 OF THE UTILITY
PLAN SET FOR RIVER DISTRICT BLOCK EIGHT MIXED-USE PREPARED BY
NORTHERN ENGINEERING DATED MAY 25, 2016 FOR ADDITIONAL INFORMATION.
6. REFER TO THE FINAL DRAINAGE AND EROSION CONTROL REPORT FOR RIVER
DISTRICT BLOCK EIGHT MIXED-USE DATED MAY 25, 2016 BY NORTHERN
ENGINEERING FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
CWA
CONCRETE WASHOUT AREA
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
LEGEND:
4953
PROPOSED CONTOUR
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NO. 838-013
DATE: JULY 2014
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Drng\838-013_EROS.dwg LAYOUT NAME: C700 DATE: May 25, 2016 - 8:06am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [838-013_xEXST] [838-013_xSITE] [838-013_xTOPO] [838-013_xUTIL] [838-013_xGRAD] [838-013_xADJ] [838-013_xEUTIL-FTC]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-042 REV C
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
8 IN - 30 IN TYPICAL INSTALLATION OPTIONS
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 8-10-00
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
8-10-00
CJA
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
T
S
A
L
P
O
L
Y
N
D
U
C
T
I
L E
I
R
O
N
T
S
A
L
P
O
L
Y
N
D
U
C
T
I
L
E
I
R
O
N
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
WHEN ARE DRAIN BASINS USED?
2808AG _ _ X
2810AG _ _ X
2812AG _ _ X
2815AG _ _ X
2818AG _ _ X
2824AG _ _ X
2830AG _ _ X
WHEN ARE INLINE DRAINS USED?
2708AG _ _ X
2710AG _ _ X
2712AG _ _ X
2715AG _ _ X
2718AG _ _ X
2724AG _ _ X
2730AG _ _ X
TYPICAL INSTALLATIONS
TYPICAL INSTALLATION OF NYLOPLAST
DRAIN BASIN AND INLINE DRAIN
1: TO ENTER AN EXISTING LINE
USING A TEE & RISER
2: AT THE BEGINNING OF A DRAIN LINE
USING AN ELBOW & RISER
TEE ELBOW
12" DRAIN BASIN
2 INLET & OUTLET
ADAPTERS CAN BE
PUT ON ANY ANGLE
1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW
APPLICATIONS 5: TO CHANGE DIRECTION
A°
RISER
DRAIN BASIN
INLINE DRAIN
10" INLINE DRAIN
10" INLINE DRAIN
3 VARIABLE ELEVATION
WATERTIGHT ADAPTERS AVAILABLE
FOR MOST COMMON PLASTIC PIPING SYSTEMS
8" 6"
CORRUGATED
HDPE PIPE SMOOTH WALL
PVC
1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30"
2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012,
7001-110-013, & 7001-110-014
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS
SEE DRAWING NO. 7001-110-065
NOT TO SCALE
407
C606
TYPICAL BASIN INSTALLATION OPTIONS
STORMTECH GENERAL NOTES
1. STORMTECH REQUIRES INSTALLING CONTRACTORS TO USE
AND UNDERSTAND STORMTECH'S LATEST INSTALLATION
INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLATION.
2. OUR TECHNICAL SERVICES DEPARTMENT OFFERS
INSTALLATION CONSULTATIONS TO INSTALLING CONTRACTORS.
CONTACT OUR TECHNICAL SERVICES REPRESENTATIVE AT
LEAST 30 DAYS PRIOR TO SYSTEM INSTALLATION TO ARRANGE
A PRE-INSTALLATION CONSULTATION. OUR REPRESENTATIVES
CAN THEN ANSWER QUESTIONS OR ADDRESS COMMENTS ON
THE STORMTECH CHAMBER SYSTEM AND INFORM THE
INSTALLING CONTRACTOR OF THE MINIMUM INSTALLATION
REQUIREMENTS BEFORE BEGINNING THE SYSTEM'S
CONSTRUCTION. CALL 1-888-892-2694 TO SPEAK TO A
TECHNICAL SERVICES REPRESENTATIVE OR VISIT WWW.
STORMTECH.COM TO RECEIVE A COPY OF OUR INSTALLATION
INSTRUCTIONS.
3. STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH PAVEMENT
DESIGN (ASPHALT, CONCRETE PAVERS, ETC.):MINIMUM COVER
IS 18" [457 mm] NOT INCLUDING PAVEMENT; MAXIMUM COVER IS
96" [2438 mm] INCLUDING PAVEMENT. FOR INSTALLATIONS THAT
DO NOT INCLUDE PAVEMENT, WHERE RUTTING FROM VEHICLES
MAY OCCUR, MINIMUM REQUIRED COVER IS 24" [610 mm],
MAXIMUM COVER IS 96" [2.438 m].
4. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH
CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO
THE DESIGN ENGINEER.
5. AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE (FILTER
FABRIC) MUST BE USED AS INDICATED IN THE PROJECT PLANS.
6. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND AROUND
PERIMETER MUST FOLLOW INSTRUCTIONS AS INDICATED IN THE
MOST CURRENT VERSION OF STORMTECH'S INSTALLATION
INSTRUCTIONS.
7. BACKFILLING OVER THE CHAMBERS MUST FOLLOW
REQUIREMENTS AS INDICATED IN THE MOST CURRENT VERSION
OF STORMTECH'S INSTALLATION INSTRUCTIONS.
8. THE CONTRACTOR MUST REFER TO STORMTECH'S
INSTALLATION INSTRUCTIONS FOR A TABLE OF ACCEPTABLE
VEHICLE LOADS AT VARIOUS DEPTHS OF COVER. THIS
INFORMATION IS ALSO AVAILABLE AT STORMTECH'S WEBSITE:
WWW.STORMTECH.COM. THE CONTRACTOR IS RESPONSIBLE
FOR PREVENTING VEHICLES THAT EXCEED STORMTECH'S
REQUIREMENTS FROM TRAVELING ACROSS OR PARKING OVER
THE STORMWATER SYSTEM. TEMPORARY FENCING, WARNING
TAPE AND APPROPRIATELY LOCATED SIGNS ARE COMMONLY
USED TO PREVENT UNAUTHORIZED VEHICLES FROM ENTERING
SENSITIVE CONSTRUCTION AREAS.
9. THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT
CONTROL MEASURES TO PROTECT THE STORMWATER SYSTEM
DURING ALL PHASES OF SITE CONSTRUCTION PER LOCAL
CODES AND DESIGN ENGINEER'S SPECIFICATIONS.
10. STORMTECH PRODUCT WARRANTY IS LIMITED. SEE CURRENT
PRODUCT WARRANTY FOR DETAILS. TO ACQUIRE A COPY CALL
STORMTECH AT 1-888-892-2694 OR VISIT WWW.STORMTECH.COM
DRAWN BY:
SCALE:
DATE:
CHECKED:
THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO
CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN
ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL
ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND
ADVANCED DRAINAGE SYSTEMS, INC. PROJECT REQUIREMENTS.
R
70 INWOOD ROAD, SUITE 3 | ROCKY HILL, CT 06067
PHONE: 888-892-2694 | FAX: 866-328-8401
Detention Retention Recharge
Subsurface Stormwater ManagementSM
WWW.STORMTECH.COM
STORMTECH GENERAL NOTES
N/A
3/30/10
KLJ
NOT TO SCALE
408
C606
STORMTECH GENERAL NOTES
NOT TO SCALE
409
C606
STORMTECH CROSS SECTION
NOT TO SCALE
410
C606
STORMTECH ISOLATOR ROW DETAILS
NOT TO SCALE
411
C606
STORMTECH TECHNICAL SPECIFICATIONS
SHEET
OF
DATE:
PROJECT #:
DRAWN:
CHECKED:
THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW
THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE
RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.
4640 TRUEMAN BLVD
HILLIARD, OH 43026
1-800-733-7473
ADVANCED DRAINAGE SYSTEMS, INC.
R
REV DRW CHK DESCRIPTION
01/19/16 JLM JLM UPDATE MC-3500
STANDARD CROSS SECTION
11/18/14 JLM
1 1
JLM
70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067
860-529-8188 |888-892-2694 | WWW.STORMTECH.COM
Detention Retention Water Quality
ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS
PLEASE NOTE:
1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED,
ANGULAR NO. 4 (AASHTO M43) STONE".
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION
EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
NOTES:
1. MC-3500 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.
4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH
CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER
'C'
OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS
COMPACTION / DENSITY
REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS
FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM
OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED
GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE
MAY BE PART OF THE 'D' LAYER
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER
ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT
SUBGRADE REQUIREMENTS.
N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS.
PAVED INSTALLATIONS MAY HAVE STRINGENT
MATERIAL AND PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C'
STARTS FROM THE TOP OF THE EMBEDMENT
STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE
TOP OF THE CHAMBER. NOTE THAT PAVEMENT
SUBBASE MAY BE A PART OF THE 'C' LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%
FINES OR PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU
OF THIS LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,
9, 10
BEGIN COMPACTIONS AFTER 24" (600 mm) OF
MATERIAL OVER THE CHAMBERS IS REACHED.
COMPACT ADDITIONAL LAYERS IN 12" (300 mm)
MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
WELL GRADED MATERIAL AND 95% RELATIVE
DENSITY FOR PROCESSED AGGREGATE
MATERIALS.
B
EMBEDMENT STONE: FILL SURROUNDING THE
CHAMBERS FROM THE FOUNDATION STONE ('A'
LAYER) TO THE 'C' LAYER ABOVE.
CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 4
A
FOUNDATION STONE: FILL BELOW CHAMBERS
FROM THE SUBGRADE UP TO THE FOOT (BOTTOM)
OF THE CHAMBER.
CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 4
PLATE COMPACT OR ROLL TO ACHIEVE A FLAT
SURFACE. ² ³
45"
(1140 mm)
24"
(600 mm) MIN*
8'
(2.4 m)
MAX
77" (1950 mm) 12" (300 mm) TYP
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
SUBGRADE SOILS
(SEE NOTE 4)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
MC-3500
END CAP
12" (300 mm) MIN
9"
(230 mm) MIN
DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 9" (230 mm) MIN
D
C
B
A
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 30" (750 mm).
PERIMETER STONE
(SEE NOTE 6)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
6" (150 mm) MIN
\A1;6" (150 mm) MIN
NO COMPACTION REQUIRED.
SHEET
OF
DATE:
PROJECT #:
DRAWN:
CHECKED:
THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW
THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE
RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.
4640 TRUEMAN BLVD
HILLIARD, OH 43026
1-800-733-7473
ADVANCED DRAINAGE SYSTEMS, INC.
R
REV DRW CHK DESCRIPTION
01/19/16 JLM JLM UPDATE MC-3500
ISOLATOR ROW DETAILS
11/18/14 JLM
1 1
JLM
70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067
860-529-8188 |888-892-2694 | WWW.STORMTECH.COM
Detention Retention Water Quality
INSPECTION & MAINTENANCE
STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT
A. INSPECTION PORTS (IF PRESENT)
A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B. ALL ISOLATOR ROWS
B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW
B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE
i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY
ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS
A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED
B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C. VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PRE-CORED END CAP
PART #: MC3500IEPP24BC
TWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
CATCH BASIN
OR
MANHOLE
COVER PIPE CONNECTION TO END
CAP WITH ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
MC-3500 CHAMBER
MC-3500 END CAP
MC-3500 ISOLATOR ROW DETAIL
NTS
OPTIONAL INSPECTION PORT
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM PURE INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
MC-3500 CHAMBER
18" (450 mm) MIN WIDTH
CONCRETE SLAB
8" (200 mm) MIN THICKNESS
PAVEMENT
FLEXSTORM CATCH IT
PART# 6212NYFX
WITH USE OF OPEN GRATE
12" (300 mm) NYLOPLAST INLINE
DRAIN BODY W/SOLID HINGED
COVER OR GRATE
PART# 2712AG6IP
SOLID COVER: 1299CGC
GRATE: 1299CGS
CONCRETE COLLAR NOT REQUIRED
FOR UNPAVED APPLICATIONS
6" (150 mm) INSERTA TEE
PART#6IPSSWST35IP
INSERTA TEE TO BE CENTERED
ON CORRUGATION CREST
MC-3500 6" INSPECTION PORT DETAIL
NTS
6" (150 mm) DWV SCH40 PIPE
(BY OTHERS)
CONCRETE COLLAR
PART # STUB B C
MC3500IEPP06T 6" (150 mm)
33.21" (844 mm) ---
MC3500IEPP06B --- 0.66" (17 mm)
MC3500IEPP08T 8" (200 mm)
31.16" (791 mm) ---
MC3500IEPP08B --- 0.81" (21 mm)
MC3500IEPP10T 10" (250 mm)
29.04" (738 mm) ---
MC3500IEPP10B --- 0.93" (24 mm)
MC3500IEPP12T 12" (300 mm)
26.36" (670 mm) ---
MC3500IEPP12B --- 1.35" (34 mm)
MC3500IEPP15T 15" (375 mm)
23.39" (594 mm) ---
MC3500IEPP15B --- 1.50" (38 mm)
MC3500IEPP18TC 18" (450 mm)
20.03" (509 mm) ---
MC3500IEPP18BC --- 1.77" (45 mm)
MC3500IEPP24TC 24" (600 mm)
14.48" (368 mm) ---
MC3500IEPP24BC --- 2.06" (52 mm)
MC3500IEPP30BC 30" (750 mm) ---
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH) 77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm)
CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³)
MINIMUM INSTALLED STORAGE* 178.9 CUBIC FEET (5.06 m³)
WEIGHT 135.0 lbs. (61.2 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH) 77.0" X 45.0" X 22.5" (1956 mm X 1143 mm X 571 mm)
END CAP STORAGE 14.9 CUBIC FEET (0.42 m³)
MINIMUM INSTALLED STORAGE* 46.0 CUBIC FEET (1.30 m³)
WEIGHT 50.0 lbs. (22.7 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS,
12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY
MC-3500 TECHNICAL SPECIFICATION
NTS
90.0" (2286 mm)
ACTUAL LENGTH
86.0" (2184 mm)
INSTALLED
BUILD ROW IN THIS DIRECTION
NOTE: ALL DIMENSIONS ARE NOMINAL
CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS.
CUSTOM INVERT LOCATIONS ON THE MC-3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED
FOR PIPE SIZES GREATER THAN 10" (250 mm)
THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHTEST POSSIBLE FOR THE PIPE SIZE.
LOWER JOINT
CORRUGATION
WEB
CREST
CREST
STIFFENING RIB
VALLEY
STIFFENING RIB
B
C
77.0"
(1956 mm)
45.0"
(1143 mm)
25.7"
(653 mm)
FOOT
77.0"
(1956 mm)
45.0"
(1143 mm)
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
UPPER JOINT CORRUGATION
22.5"
(571 mm)
INSTALLED
MATERIAL GRANULAR
%%UNOTES:
2.
1.
6 IN. MIN.
4 IN. MIN.
\A1;1/8 PIPE O.D.
OR 4 IN. MIN.
SLOTTED PIPE
PERFORATED OR
GRAVEL
FILTER
BACKFILL
COMPACTED DENSELY
TRENCH WIDTH AS SPECIFIED
CLASS C BEDDING
TRENCH WIDTH AS SPECIFIED
\A1;1/4 PIPE O.D.
SLOPE
MATERIAL
COMPACTED
TRENCH DENSELY WALL
\A1;PIPE O.D. + 8 IN.
\A1;1/4 PIPE O.D.
MATERIAL
COMPACTED
DENSELY
SLOPE
TRENCH WALL
MATERIAL
\A1;PIPE O.D.
OR 6 IN. MIN.
\A1;1/8 PIPE O.D.
3000 CONCRETE P.S.I.
TRENCH WALL
LOWER LIMIT OF
UNIFORMLY
SELECTED GRADED
SLOPE
GRADED COMPACTED ROCK OR
MATERIAL
GRANULAR
COMPACTED
\A1;PIPE O.D.
TRENCH WALL
LOWER LIMIT OF
SLOPE
COMPACTED
DENSELY
FILTER
6 IN. MIN.
\A1;PIPE O.D.
\OR A1;4 1/IN. 8 PIPE MIN. O.D.
\A1;PIPE O.D.
BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC.
MATERIAL
LOWER LIMIT OF
TRENCH WALL
SLOPE
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STORMWATER BEDDING REQUIREMENTS
1/12/00 D-1
SKC
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Details\838-013_DETAILS.dwg LAYOUT NAME: C605 DATE: May 25, 2016 - 8:05am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
NOT TO SCALE
401 STANDARD MANHOLE
C605
NOT TO SCALE
NOT TO SCALE
PRIVATE UNDERDRAIN CLEANOUT BASIN
EXTEND MIN. 6" INTO SUBGRADE
8"
VARIES
(REFER TO
STORM DRAIN
PLAN)
NOTES:
1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE
70-50-05
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
SEE DRAWING NO. 7001-110-065
4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS.
5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.
6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW)
2" MIN
Ø .375" MAX
SIDE VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
6"
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
TOP 12" TO BE SOLID, WITHOUT PERFORATIONS
12" SOLID
TOP
NO PERFORATIONS
WITHIN 1" OF ADAPTORS
OPEN BOTTOM
(NO BOTTOM CAP)
ROOFDRAIN DOWNSPOUT DISCHARGE BASIN
8"
NOTES:
1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE
70-50-05
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
SEE DRAWING NO. 7001-110-065
4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS.
5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.
6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW)
2" MIN
Ø .375" MAX
SIDE VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
6"
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
TOP 12" TO BE SOLID, WITHOUT PERFORATIONS
6" SOLID
BOTTOM
NO PERFORATIONS
WITHIN 1" OF ADAPTORS
BOTTOM 6" TO BE SOLID,
WITHOUT PERFORATIONS
(BOTTOM CAP TO BE
FLUSH WITH SUBGRADE)
{NOTE}:
CONTRACTOR SHALL USE SQUARE COLLAR IN PERMEABLE PAVER AREAS. COLLAR SHALL BE ORIENTED
WITH PAVERS SO AS TO REDUCE IRREGULAR CUTS OR PAVER SHAPES.
{NOTE}:
CONTRACTOR SHALL USE SQUARE COLLAR IN PERMEABLE PAVER AREAS. COLLAR SHALL BE ORIENTED
WITH PAVERS SO AS TO REDUCE IRREGULAR CUTS OR PAVER SHAPES.
403
C605
8" MIN. THICKNESS GUIDELINE
12" MIN WIDTH GUIDELINE
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
8" MIN. THICKNESS GUIDELINE
12" MIN WIDTH GUIDELINE
VARIES
(REFER TO
STORM DRAIN
PLAN)
406
C605
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STANDARD MANHOLE
11/7/00 D-3
NBJ
MANHOLE SHALL BE AS FOLLOWS:
NOTE: MINIMUM INSIDE DIAMETER OF
27 IN. TO 42 IN. (INCL.)
24 IN. OR LESS
VARIABLE
ALTERNATE BASE
8 IN. MIN.
6 IN.
1 SLOPE IN./FT. RECAST MANHOLE
BASE
OVER 42 IN.
PIPE SIZE
2 IN. MIN. POURED INVERT
8 IN. MIN.
1 FT.
1 IN./FT.
SLOPE
2 IN.
18 IN. MAX
48 IN. MAX. DEPTH
30 IN. MIN. DEPTH
5 FT. MIN. DEPTH
RUNGS 12" O.C.
MANHOLE
8 IN. SEE NOTE
24 IN.
24 IN. RING AND COVER - 400 LB.
OR APPROVED EQUAL
DENVER HEAVY BY MACLEAR
FINISHED GRADE
16 IN. MAX
28 IN. MAX
48 IN.
72 DIAMETER 60 IN. IN.
MIN. MANHOLE
POURED CONCRETE
INSIDE AND OUT
GROUT BASE TO CONE
BASE
MANHOLE SECTIONS
ASTM C-478
INSIDE AND OUT
GROUT SHIPLAP JOINT
ECCENTRIC CONE
ASTM C-478
GROUTED INSIDE AND OUT
ADJUSTMENT SHIM
BRICK &/OR CONCRETE
NOT TO SCALE
402 MANHOLE CHANNELING
C605
BEND WITH
CURVED DEFLECTOR STRAIGHT DEFLECTOR
BEND WITH
INLINE UPSTREAM MAIN &
90 LATERAL WITH DEFLECTOR
WITH DEFLECTOR
DIRECTLY OPPOSED LATERAL
(HEAD LOSSES ARE STILL EXCESSIVE
WITH THIS METHOD, BUT ARE
SIGNIFICANTLY MORE THAN WHEN
NO DEFLECTOR EXISTS)
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NJB
11/9/00 D-5
CHANNELING DETAILS FOR MANHOLES
o
3"
5" 4-1/2"
%%USUPPORT BEAM POCKET DETAIL
AND ASTM C858-83.
2. DESIGNED ACCORDING TO ASTM C857-87
1. DESIGNED FOR AASHTO HS-20 LOADING.
NOTES:
IF RISER IS REQUIRED THE
BASE IS POURED WITH A
"SHIP-LAP" JOINT.
2'-0" 6'-1"
GRATING (SEE DETAIL,
THIS DRAWING)
%%UGRATING DETAIL
3.
2.
WEIGHT: 1100 LBS
1.
%%UNOTES:%%U
%%uISOMETRIC VIEW
N.T.S.
\A1;7'-\1" A1;6"
\A1;6"
\A1;2'
\A1;6"
N.T.S.
\A1;6"
5'-8" MAX
3'-0" MIN
M.A. STEPS @12" O.C.
4 TON P52 SL ANCHORS
(NUMBER REQ'D VARIES
WITH HEIGHT)
5'-8" MAX
3'-0" MIN
\A1;6"
N.T.S.
%%USECTION B-B
\\A1;A1;6" 6'-1"
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
3) STEEL REINFORCEMENT:
4) CEMENT: ASTM C-150 SPECIFICATIONS
1) 4 TON P-52 SL ANCHORS (8 REQ'D)
A. AASHTO HS-20-44, W/ IMPACT
C. EQUIVALENT FLUID PRESSURE = 45 PCF
D. 80 PSF LATERAL LIVE LOAD SURCHARGE
B. SOIL WEIGHT = 120 PSF
2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE
%%UDESIGN NOTES:
4500 PSI (MIN.)
1) DESIGN LOADINGS:
%%ULIFTING NOTES:
FRAME & GRATING NOT SHOWN
4 TON P-52 SL
ANCHORS FOR SETTING
A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR.
B. MESH, ASTM A-497 GRADE 80
DATE DRAWN: 3/3/05
D44.dwg
DRAWN BY: T. COX
DOUBLE CURB INLET
CITY OF FORT COLLINS UTILITIES
P.O. BOX 580, FORT COLLINS, CO. 80522
(970) 221-6700
STORMWATER UTILITY
CAD FILE NAME:
N.T.S.
N.T.S.
N.T.S.
CURB ADJUSTS 4" 2'-7" 6'-8"
3 1/4" TO 9" 6"
DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83
DESIGNED FOR AASHTO HS-20 LOADING
EAST JORDON IRON WORKS CURB INLET 7031 (OR EQUAL) TYPE M2
GRATE AND T1 BACK COMBINATION.
\A1;3'
GRATING (SEE DETAIL,
THIS DRAWING)
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
A A
%%USECTION A-A
B
B
A A
DIRECTION SECTION IS VIEWED)
SECTION LINE A-A (ARROWS POINT IN
LEGEND
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
6" THICK
CONCRETE
WALL
OPEN AREA: 520 SQ. IN.
DETAIL
D-44
404
C605
DOUBLE CURB INLET
NOT TO SCALE
405 TRENCH DRAIN
C605
80"; 6.67'
\A1;INVERT 4"[102mm]
MIN.
\A1;6 1/4 "
4"[102mm]
MIN.
Z886 CHANNEL X-SECTION
1. USE ZURN {Z886 PERMA-TRENCH 6" HDPE TRENCH DRAIN}; SECTIONS/TRENCH No.s {8615-8606} (12-80"/6.67') SECTIONS WITH BUILT IN 0.75% {}
SLOPE) WITH {"HPP"} HDPE 20"x6" GRATE (HEEL-PROOF POLYETHLENE, SLOTTED, ADA); OR APPROVED EQUAL.
2. MINIMUM CONCRETE MIX SHALL BE 5 1/2 SACK, 3000 PSI. CONCRETE TO BE REINFORCED WITH #4 BARS 12" O.C. EACH DIRECTION.
3. CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER FOR GRATE TYPE PRIOR TO PURCHASING AND INSTALLATION.
NOTES:
(12 SECTIONS)
\A1;4"
WITH 4 EACH DRIVE
RIVETS WITH NYLON
WASHERS
* 12 Gauge
30" 8" 8"
NOT TO SCALE
309
C604
SIDEWALK DETAIL
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
CONSTRUCTION
SIDEWALK DETAIL
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1602
DRAWING
REVISION DATE: 04/NO: 01/07 2
NOT TO SCALE
308
C604
STANDARD SIDEWALK
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Details\838-013_DETAILS.dwg LAYOUT NAME: C604 DATE: May 25, 2016 - 8:05am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
NOT TO SCALE
310
C604
ASPHALT PAVEMENT JOINT
02/17/15
STANDARD SIDEWALK
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1601
DRAWING
DATE:
4
Driveway
Driveway Sidewalk
SECTION A-A
Detached Sidewalk
Attached Sidewalk
Detached Attached
All Sidewalk Thickness Shall Be 6" minimum.
Sidewalk
NOTE:
1. Sidewalk grade shall remain consistent across driveway
2. For driveway design requirements, see CONST. DWG. Series 706 & 707
3. This detail applies to Residential & Commercial driveways.
6"
2'-0" 6'-0"
T.C.
F.L.
Lip
1/2" Expansion
Joint Material
1/2" Expansion
Joint Material
8" Commercial
6" Residential
A
A
Sidewalk
Min.
NOT TO SCALE
NOTE:
”
BEGIN FULL
DEPTH ASPHALT
\A1;3' (MIN.)
RIGHT-OF-WAY
FL
R 16"
R 16"
DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK
31"
See Drawing 1601
10 3/4"(L)
R 16"
DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK
18" 18"
3 3/8"
1 3/8"
6"
R 16"
FL
14"
6"
17"
1 1/2"
5' (L)
8 5/8" (F.C.)
7 1/4" F.C.
12" (F.C.)
Slope to curb 1/4"/Ft.
1' min. (F.C.)
48:1 min.
4:1 max.
Excavation
Fill
1' min.
2' min.
1/4"/Ft.
CURB & GUTTER IN A CUT OR FILL
DATE: 03/01/02
CURB AND GUTTER/SIDEWALK
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 702
DRAWING
6"
3'-9" (F.C.)
For Thickness
2' min. (L)
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
ASPHALT {
PAVEMENT SECTION}
6" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
LIGHT DUTY PAVING
ASPHALT {
PAVEMENT SECTION}
HEAVY DUTY PAVING
7" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
7"
APPROVED
SUBGRADE
8"
APPROVED
SUBGRADE
NOT TO SCALE
303
C603
PAVING SECTIONS
(PRIVATE AREAS OUTSIDE ROW)
CONCRETE
{PAVEMENT SECTION }
6" CONCRETE
CONCRETE {
PAVEMENT SECTION }
4" CONCRETE
4" HOT
BITUMINOUS
PAVEMENT
(S OR SX) 5" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
{\LPERMEABLE PAVER SECTION }
2" BEDDING
12" SUB-BASE
(MIN.)
SUB-GRADE
{}" JOINTS
HAND TIGHT
4" BASE
FILTRAPAVE
(3{}" DEPTH)
1'-6"
1 1/2"
6"
1"
6"
6"
4 1/2"
12"
NOT TO SCALE
304
C603
PRIVATE INFLOW VERTICAL CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Details\838-013_DETAILS.dwg LAYOUT NAME: C603 DATE: May 25, 2016 - 8:05am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
NOT TO SCALE
305
C603
PRIVATE OUTFALL VERTICAL CURB & GUTTER
1"
6"
4 1/6" 2"
1 1/2"
1'-6" 6"
12"
{NOTES:
}1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS
CONTAINED IN THE SUBSURFACE EXPLORATION REPORT 360 LINDEN STREET FORT COLLINS, COLORADO BY EARTH
ENGINEERING CONSULTANTS DATED APRIL 29, 2014 (PROJ. NO. 1142032), AND ANY SUBSEQUENT ADDENDA.
2.REFER TO PLANS BY RIPLEY DESIGN FOR ADDITIONAL HARDSCAPE INFORMATION.
3.FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PAVER SECTION AND INSTALLATION. (NOTE: SECTION SHALL
MEET THE SAME STRUCTURAL REQUIREMENTS AS 'HEAVY DUTY' ABOVE)
4.THE ENTIRE PERIMETER OF THE PERMEABLE PAVER AREAS SHALL RECEIVE SOME FORM OF EDGE RESTRAINT.
FOLLOW MANUFACTURER'S RECOMMENDATIONS AND DETAILS ON THIS SHEET.
5.NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING
SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED
PAVEMENT DESIGN REPORT.
306 THICKENED CONCRETE EDGE
C603
36" MINIMUM
d
0.2d OR 2" MIN.**
**FOR AREAS ADJACENT TO PERMEABLE PAVING, THICKENED EDGE SHALL BE A MINIMUM
OF 10" THICK.
NOTES:
1. 6' wide pan for residential streets.
2. All intersections to have access ramps.
3. Standard Curb and Gutter Section, See Standard Drawing 701.
4. 0" Curb Height, See Section A-A
5. All of these pedestrian improvements must be in
ROW or a pedestrian or public access easement.
6. Pedestrian landing area, minimum required 4 ft length x 4 ft width,
max slope in any direction is 1:50 or
1
4" per foot.
7. Detectable Warning to extend the full width of the landing area
and be 2.0' in the direction of travel beginning 6" from flowline.
Material to be approved by the local engineer.
8. T = Concrete thickness, 6" for Residential and
8" for Commercial
TYPE IV
ATTACHED WALK
N.T.S.
SECTIONS A-A CLASSIFICATION APPROACH
TYPE
Single Family 12' 24'
Commercial I, II, III, or IV
Multi Family
24' 36'
24' 36'
MINIMUM
WIDTH WIDTH
MAXIMUM
Industrial 24' 36'
I, II, III, or IV
I or II
RESIDENTIAL:
*
*
* *
*
DRIVEWAY WIDTHS
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 1 707.DRAWING 2
STREET STANDARDS
URBAN AREA DATE: 02/17/15
STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES IV)
High volume driveways (Type III or IV) allowed for 350 or
greater trip ends/day.
* 30' maximum for 3 car garages.
* *No single opening shall exceed 36'. Wider driveways shall
be divided w/a median not less than 6' wide.
1/4" per ft.
1" per ft.
1:50 Slope
T
Walk
Gutter
Sidewalk
1:50
(max.)
1:12
A
A
1:12 (max)
6' (min.)
Retaining Curb (Optional),
See Standard Drawing 1603
See Note 3
See Note 4
See Note 7
See Note 5
Ramp if walk continues
on Private Property.
If Concrete Driveway
Expansion Joint
NOT TO SCALE
1/4" per ft. 1" per ft.
1" per ft.
1:12 (max.)
Pedestian landing area, See note 6
Flare
I, II, III, or IV
Gutter
Sidewalk
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Details\838-013_DETAILS.dwg LAYOUT NAME: C602 DATE: May 25, 2016 - 8:05am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
NOT TO SCALE
202
C602
TRAFFIC RATED CLEANOUT
NOT TO SCALE
203
C602
GREASE INTERCEPTOR
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
W/ SEWER STAMPED ON LID
VALVE BOX
\A1;6" MIN
\A1;WATER TIGHT SCREW CAP
\A1;4"
HARD ASPHALT SURFACE OR OTHER
FLOW DIRECTION
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
TRAFFIC RATED CLEANOUT
WW-15
NBJ
4/11/11
NOT TO SCALE
204
C602
TRAFFIC RATED CLEANOUT
PLAN VIEW
CROSS VIEW
45 ELBOW
SERVICE WYE
8 IN. PVC SEWER PIPE
COMPACTED GRANULAR MATERIAL
AIR-TIGHT PLUG WITH
4 IN. X 4 IN. MARKER
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
LEAN CONCRETE
PVC SEWER PIPE
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
LEAN CONCRETE
o
20 MIN. o
45 MAX. o
TRENCH
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
4 IN. X 4 IN.
MARKER
AIR-TIGHT PLUG
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
SERVICE WYE DETAIL
WW-9
NBJ
4/11/11
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Details\838-013_DETAILS.dwg LAYOUT NAME: C601 DATE: May 25, 2016 - 8:05am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
GENERAL NOTES:
1/4" HOLE
IN HANDLE
1 1/2" BALL VALVE
6. %METER %INSTALLATION UPLAN DESIGN FOR 6 VIEW IN. AND LARGER METERS SHALL BE DETERMINED BY THE 1 1/UTILITY. 2" CAP
5. FOR IRRIGATION ONLY SERVICES, NO BYPASS ALLOWED.
4.
3.
GATE VALVES MUST OPEN RIGHT AND BE EPOXY COATED, RESILIENT SEAT WITH A HAND WHEEL ASSIST.
ALL PIPING WITHIN VAULT SHALL BE D.I.P. WITH FLANGED FITTINGS, EXCEPT FOR THE SOLID SLEEVES.
2. ALL JOINTS OUTSIDE OF VAULT SHALL BE RESTRAINED MECHANICAL JOINTS. (REFERENCE SECTION 02615)
1.
THE BUILDING IMMEDIATELY FOLLOWING THE MAIN SHUT OFF VALVE.
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE
7. LOCATION AND ALIGNMENT OF AMR POD(S) ON VAULT TOP CAN VARY.
%%UTEST-TEE SIDE VIEW
SEE DETAIL
TEST-TEE
BELOW LID)
24" DIA.
FOR H-20 BRIDGE LOADING
PRECAST CONCRETE VAULT DESIGNED
STRAINER
7'-0"
1'-6" 2'-6"
METER (PLACED
FLOW
SLEEVE
SOLID
VALVE
VALVE GATE
GATE
SLEEVE
SOLID
8'-6"
AMR POD(S) (FORD YOKE BOX
PART #YUC-7 WITH FORD
YOKE BOX LID PART #YL-TP
WITH 1 27/32" DIA. HOLE
AND REMOVABLE PLUG)
ANCHOR RODS
PROTECTIVE COATING
(TYP.) WITH
GATE
VALVE
FLOW
FLOW FLOW
ACCESS
OPENING
LADDER RUNG
VAULT ACCESS
PRECAST CONCRETE OR FOOTING CAST IN PLACE
18" DIA.
PERFORATED
PIPE SUMP
8. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (PLAN VIEW) 17A
4/11/11
1. DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK DRAINAGE DITCH OR DETENTION BASIN.
2. NO LANDSCAPING (SHRUBS, BOULDERS, ECT.) OR STRUCTURES TO BE WITHIN 4 FT. OR TREES WITHIN 10 FT.
OF METER VAULT.
3. SLOPE GROUND SURROUNDING METER VAULT AWAY FROM LID AT 2%%% GRADE OR GREATER.
4. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ECT.) IN METER VAULT.
5. GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER VAULT COVER
TO 1/2 IN. ABOVE FINAL GRADE.
6. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING,
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
GENERAL NOTES:
ADJUSTABLE PIPE SUPPORT
UNDER VALVES AND METER
3/4" TO 1-1/2"
GRAVEL
ASPHALTIC
GROUT
SOLID PAVING
BRICK (TYPICAL)
PRE-FORMED
PLASTIC GASKETS
PIPE ENCASED
WITH MASTIC
GATE
VALVE STRAINER
SOLID
SLEEVE
GATE
VALVE
MANHOLE RUNGS
12 INCHES O.C.
FINISHED GRADE 2% SLOPE
INSTALL LID 1/2"
ABOVE FINAL GRADE
ALUMINUM MANHOLE COVER
AND RING WITH LID LOCK
MORTAR OR
LIFTING HOOK MASTIC
FLOW
BLOCK-OUT TO
BE GROUTED
54" (MIN.)
6" (MAX.)
7" (MIN.)
16" (MAX.)
GRADE PRE-RINGS CAST CONCRETE (IF REQUIRED)
10"
30"
8"
8"
(TYPICAL) ANCHOR RODS
(TYP.) WITH
PROTECTIVE
1" (MAX.)
CONDUIT THROUGH
INTO YOKEBOX
VAULT OR PIT TOP
1/2" EMT OR PVC
3" (MAX.)
AND REMOVABLE PLUG)
YOKE WITH PART BOX #1 YUC-27/LID 32" 7 PART WITH DIA. HOLE FORD #YL-TP
AMR POD (FORD YOKE BOX
FINISHED GRADE
BE 1/2" ABOVE
TOP OF AMR LID TO
2'
3/4" ROCK FOR
GRADE ADJUSTMENT
(MAX.)
(IF REQ'D)
(TYP.)
(TYP.) 66" (MAX.)
12"
(TYP.)
PRECAST OR CAST
IN PLACE CONCRETE
FOOTING (TYP.)
PIPE 18" SUMP DIA. PERFORATED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (SIDE VIEW) 17B
4/11/11
COATING
SERVICE LINE BY-PASS
30"
54" (MIN.)
8"
8"
10"
6" (MAX.)
12 INCHES MANHOLE O.RUNGS C.
AND RING WITH LID LOCK
ALUMINUM MANHOLE COVER
MORTAR OR
MASTIC PRE-CAST GRADE CONCRETE RINGS (IF
PLASTIC GASKETS
PRE-FORMED LIFTING HOOK
REQUIRED)
3/4" TO 1-1/2"
GRAVEL
PRECAST OR CAST
IN PLACE CONCRETE
FOOTING (TYP.)
(TYP.) 66" (MAX.)
12"
(TYP.)
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (END VIEW) 17C
4/11/11
STANDARD SETTING FOR 3" & 4" WATER METERS
CP
TEST STATION
U
S
A
\A1;1 1/8"
7/16"
3 1/2"
7 5/16"
5/2" 8"
A
S
U
I
E
J
W
STATION
LOCATOR
LID PLAN VIEW
LID SECTION VIEW
VALVE BOX SECTION VIEW
9"
6 1/8"
10"
\A1;7 9/16"
2 1/16"
CLOSED PICKHOLE
(TYPICAL OPPOSITE
SIDE)
1/2" RAISED LETTERING
(RECESSED FLUSH)
REFERENCE SPECIFICATIONS 02622-2
THROUGH 02622-4 FOR LOCATOR
FOR CP TEST STATION INFORMATION.
REFERENCE SPECIFICATIONS 16640-5
STATION BOX INFORMATION.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
CP TEST AND LOCATOR STATION BOX
25
4/11/11
W
J
E
I
STREET
STREET
VALVE (TYPICAL)
HYDRANT SECONDARY
FIRE HYDRANT
(TYPICAL)
LOCATOR
STATION
PVC MAIN
TRACER WIRE
NOTES:
1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO
PREVENT MOVEMENT OF WIRE.
TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN
FOR LOCATOR STATION DETAILS SEE DETAIL 25
2.
3.
4.
800' MAXIMUM DISTANCE BETWEEN LOCATOR STATIONS
TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER.
SEE NOTE 4
(TYPICAL)
INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES)
WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE
USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
PVC WATER MAIN
TRACER WIRE DETAIL
30
4/11/11
6 6 6 6 6 6 6 6 6 6 6 6
6 6 6 6 6 6 6 6 6 6 6 6 6
6
TYPICAL WATER SERVICE
11
4/12/11
1 1/2 INCH OR GREATER
CORPORATION STOP FOR 3/4
AND 1 INCH SERVICES
SERVICES
1 INCH SERVICES
NOT TO SCALE
100
C600
WATER MAIN BEDDING REQUIREMENTS
BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE.
GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW
INITIAL 12 IN. LIFT MIN.
PIPE O.D.
4 IN. MIN.
GRANULAR MATERIAL
BEDDING ZONE
%%UNOTE:
* INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH.
TRENCH WALL
LOWER LIMIT OF
SLOPING
TRENCH IN WIDTH SECTION AS 02221 SPECIFIED
*
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN BEDDING
REQUIREMENTS (DIP & PVC) 1
4/8/11
WATER MAIN
SEAT VALVE
RESILIENT
CAST IRON
VALVE BOX
CAST IRON
PER CITY OF FORT COLLINS AND AWWA SPECS.
ALL VALVES TO BE 8 MIL POLY WRAPPED. T-BOLTS, NUTS AND RODS
ALL VALVE BOXES TO BE OF CAST IRON CONSTRUCTION, TWO PIECE
TO BE TAR COATED BEFORE WRAPPED.
THREADED ADJUSTABLE DESIGN PER CITY OF FORT COLLINS SPECS.
VALVE BOX W\CAST IRON
LID MARKED "WATER"
ALL VALVES TO BE RESILIENT SEAT, EPOXY COATED INSIDE AND OUT
UNEXCAVATED
A EARTH
SECTION A-A
ASPHALT
A
HAND BACKFILL
AND IN TAMP 3" LAYERS
OPERATING NUT
BACKFILL IN 6"
LAYERS AND
TAMP
2" SQUARE
OPEN RIGHT
BACKFILL METHOD
DEPENDING ON
LOCATION
NOT TO SCALE
106
C600
VALVE ASSEMBLY BOX
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PIPE
SIZE BENDS TEE OR
DEAD
END
22 1/2%%D 45%%D 90%%D
6"
8"
12"
1.0
1.5
3.0
1.5
2.5
4.5
2.5
4.5
9.0
4.5
8.0
16.5
3.5
5.5
12.0
MINIMUM BEARING SURFACE AREA
(SQ. FT.)
Bearing surface areas shown in chart are minimum.
All fittings to be wrapped with polyethylene.
Pipe installed under conditions different from those
normally encountered shall require thrust blocks
designed for those particular conditions.
Thrust blocks on pipe larger than 16 inches diameter
shall be designed for conditions existing at the
installation site.
Refer to Section 03300 for concrete requirements.
1.
2.
3.
4.
5.
GENERAL NOTES:
UNDISTURBED
SOIL
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BOND BREAKER
POLYETHYLENE BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BEARING
SURFACE
SOIL
UNDISTURBED
BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
BEDDING
MATERIAL
2/3 DIA.
%%UTEE
%%UTYPICAL BEND
%%UTYPICAL CROSS-SECTION
%%UDEAD END
BEARING SURFACES ARE A MINIMUM REQUIREMENT
AND DO NOT RELIEVE DESIGN ENGINEER OF
RESPONSIBILITY TO DESIGN EACH THRUST BLOCK.
16" 4.8 9.6 18.9 34.7 24.5
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD CONCRETE
THRUST BLOCKS
2
4/8/11
NOT TO SCALE
101
C600
STANDARD THRUST BLOCK
NOT TO SCALE
103
C600
TYPICAL WATER SERVICE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Details\838-013_DETAILS.dwg LAYOUT NAME: C600 DATE: May 25, 2016 - 8:05am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN
WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT.
NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING
GATE VALVE
RESILIENT SEAT
POLYETHYLENE
8 MIL SHEET OF
MUST REMAIN CLEAR OF
24 INCH MIN.
CONCRETE BLOCK
(REF. SECTION 02644)
THRUST BLOCK
12 IN.
POLYETHYLENE.
JOINTS
RESTRAINED
(REF. SECTION 02644)
HYDRANT GRAVEL
6 INCH DIA. PIPE
OBSTRUCTIONS
%%UNOTES
18 IN.
0.1 FT.-0.2 FT.
FLOW-FILL
12 IN.
OR BACK OF CURB
EDGE OF SIDEWALK
HYDRANT DRAIN OPENINGS
MINIMUM
30 INCHES
66 INCHES
54 INCHES
MAXIMUM
MINIMUM
LOCATOR STATION
(SEE DETAIL 25)
WATROUS PACER 250
NUMBER A-423 OR
MUELLER HYDRANT
22 IN.
18 IN. to
THRUST BLOCK
SWIVEL TEE
SECTION 02641)
MAIN ONLY)
(PVC WATER
TRACER WIRE
(REFERENCE
VALVE BOX
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
FIRE HYDRANT INSTALLATION
3
4/8/11
NOT TO SCALE
104
C600
STANDARD SETTING FOR
1 1
2" AND 2" WATER METERS
6"
CONNECTION
COMPRESSION
8" LAYER OF 3/4" TO 1 1/2" GRAVEL
SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING,
GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER
ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER PIT WALL ON OUTLET
NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT
DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION
AND NO TREES WITHIN 10 FEET.
BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS.
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE.
MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT.
SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER.
9.
8.
7.
6.
5.
1.
3.
2.
%%uGENERAL NOTES: 8"
12"
(MIN.)
PIPE BRACE
1" DIA. IRON
(TYP.)
2' (MAX.)
2% SLOPE
GRADE RINGS (IF REQUIRED)
PRE-CAST CONCRETE
BEFORE BACKFILLING
AND GROUT KNOCKOUT
ARMOUR-FLEX TUBING
MANHOLE
PRECAST CONCRETE
CURB BOX
(TYP. ALL JOINTS)
PLASTIC GASKETS
PRE-FORMED
1-1/2" METERS
FLOW
2" METERS
17 1/4" FOR
13 1/4" FOR
SETTER
METER
12" O.C.
MANHOLE RUNGS
48"
ALUMINUM MANHOLE RING AND
COVER WITH LOCK NUT
24"
54" (MIN.)
66" (MAX.)
INSTALL LID 1/2 IN. ABOVE
FINAL LANDSCAPED GRADE
MASTIC
MORTAR OR
16" (MAX.)
7" (MIN.)
FINISHED GRADE
AMR POD (FORD YOKE BOX
PART #YUC-7 WITH FORD
YOKE BOX LID PART #YL-TP
WITH 1 27/32" DIA. HOLE
AND REMOVABLE PLUG)
3" (MAX.)
1" (MAX.)
1/2" EMT OR PVC
VAULT OR PIT TOP
INTO YOKEBOX
2' (MAX.)
3/4" ROCK FOR GRADE
ADJUSTMENT (IF REQ'D)
12"
(MIN.)
(MAX.)
(TYP.)
TOP OF AMR LID TO
BE 1/2" ABOVE
FINISHED GRADE
CONDUIT THROUGH
10. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER.
4. THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSABLE FOR METER READING AND MAINTENANCE.
CURB STOP
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 1-1/2 IN.
AND 2 IN. WATER METERS
16A
4/11/11
SIDE.
BASIN. %%UPLAN 48" DIA. VIEW
BEFORE BACKFILLING
ARMOUR-FLEX TUBING
AND GROUT KNOCKOUT
BOX
CURB
FLOW
2' (MAX.)
1" DIA. IRON
(TYP) PIPE BRACE
MANHOLE RUNGS
BELOW LID)
METER (PLACED
12" O.C.
24" DIA.
PRECAST CONCRETE
MANHOLE
8" x 8" CONCRETE
BLOCK (TYP.)
AND REMOVABLE PLUG)
WITH 1 27/32" DIA. HOLE
YOKE BOX LID PART #YL-TP
PART #YUC-7 WITH FORD
AMR POD (FORD YOKE BOX
%%uGENERAL NOTES:
1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY.
2. SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 1 1/2 IN. AND
2 IN. WATER METERS (PLAN VIEW) 16B
4/11/11
NOT TO SCALE
105
C600
STANDARD SETTING FOR
1 1
2" AND 2" WATER METERS
/ / / / / / / /
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/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
3370 CO
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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/ / / / / / / /
LINDEN STREET
WILLOW STREET
LINCOLN AVENUE
19' DIAGONAL PARKING
16' TRAVEL LANE
ULTIMATE
30" CURB & GUTTER
ULTIMATE CENTERLINE
ULTIMATE
30" CURB & GUTTER
PROPOSED
30" CURB & GUTTER
℄ STA.=10+45.30
Offset=0.00'
START 2
ULTIMATE
30" CURB & GUTTER
℄ STA.=19+88.60
Offset=0.00'
END 2
℄ STA.=18+66.34
Offset=5.00'
START 2
ULTIMATE CENTERLINE
16' TRAVEL LANE
19' DIAGONAL PARKING
19' DIAGONAL PARKING
16' TRAVEL LANE
16' TRAVEL LANE
19' DIAGONAL PARKING
19' DIAGONAL PARKING
16' TRAVEL LANE
16' TRAVEL LANE
19' DIAGONAL PARKING
G
M M
GAS
X
X
X X X
X X
X
X
X
X X
X
X
X
X
X X X X
X
X
X
X
X
X
X
OWNER
W AND T LEASING
131 E LINCOLN AVE
FORT COLLINS, CO
80524
OWNER
GODINEZ
JESSE/DOROTHY
400 LINDEN ST
FORT COLLINS,
CO 80524
FEEDERS SUPPLY LLC
OWNER
RANCH-WAY INC
416 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
546 WILLOW ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
546 WILLOW ST
FORT COLLINS,
CO 80524
3370 CO
/ / / / / / / /
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/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
3370 CO
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/ / / / / / / /
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/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
LINDEN STREET
WILLOW STREET
LINCOLN AVENUE
℄ STA.=10+33.96
Offset=12.75'
START 1
℄ STA.=10+34.00
Offset=0.75'
START 2
℄ STA.=10+34.04
Offset=11.25'
START 1
℄ STA.=17+06.94
Offset=11.25'
MATCH EXISTING
END 1
℄ STA.=17+21.41
Offset=0.75'
MATCH EXISTING
END 2
℄ STA.=17+21.41
Offset=12.75'
END 1
6' BIKE LANE
12' TRAVEL LANE
±4.5' SHOULDER
EXISTING
STRIPING
EXISTING
EDGE OF PAVEMENT
PROPOSED 30"
CURB & GUTTER
EXISTING
PARKING STALLS
EXISTING
CURB & GUTTER
PROPOSED
PARKING
STALL STRIPING
12' TRAVEL LANE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Strt\838-013_WILLOW_STRP.dwg LAYOUT NAME: C504 DATE: May 25, 2016 - 8:04am CAD OPERATOR: ben
LIST OF XREFS: [838-013_xEXST] [838-013_xSITE] [NES-xborder] [838-013_xADJ] [838-013_xEUTIL-FTC]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
C504
WILLOW STREET STRIPING PLAN
A. Reese
B. Ruch
1"=40'
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
4" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
1
2
A. 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.
B. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL
BE PRE-FORMED THERMO-PLASTIC.
C. ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS
OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2)
D. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX
PAINT WITH GLASS BEADS.
E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE
DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND
PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF
FORT COLLINS ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND
SYMBOLS.
G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE
PLANS AND/OR THESE STANDARDS.
H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF
STRIPING OR MARKINGS.
J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE
STANDARDS.
K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE
PERFORMED BY THE CITY OF FORT COLLINS ENGINEER. ALL DISCREPANCIES
IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE
2-YEAR WARRANTY PERIOD WILL BEGIN.
L. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND
PROTECTING ALL UNDERGROUND UTILITIES.
M. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED
VIEW OF EACH SIGN.
N. 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 RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR
STRIPING IF THE CITY OF FORT COLLINS 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).
O. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS.
REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL.
STRIPING LEGEND:
STRIPING NOTES:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
LEGEND:
INTERIM STRIPING
ULTIMATE STRIPING
16+50
17+00
17+50
18+00
18+50
19+00
19+50
LINDEN STREET
(100' PUBLIC ROW)
PROPOSED 30"
CURB & GUTTER
LINDEN STREET
(100' PUBLIC ROW)
LINCOLN AVENUE
(PUBLIC ROW VARIES)
ULTIMATE 30"
CURB & GUTTER
EXISTING 100' ROW
ULTIMATE 30"
CURB & GUTTER
ULTIMATE 30"
CURB & GUTTER
ULTIMATE
CENTER LINE
ULTIMATE 100' ROW
ULTIMATE 70'
-
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+50
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.20%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+00
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.20%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+50
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.20%
-2.20%
-1.03%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
17+00
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.20%
-2.20%
-0.90%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
17+50
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.29%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
18+00
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.29%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
18+50
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.29%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
19+00
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.29%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
19+50
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.20%
-2.20%
EXISTING
GROUND
CONCRETE
SIDEWALK
VERTICAL
CURB AND
GUTTER
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
ULTIMATE
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
ULTIMATE
ROW LINE
ULTIMATE
ROW LINE
ULTIMATE
ROW LINE
ULTIMATE
ROW LINE
ULTIMATE
ROW LINE
ULTIMATE
ROW LINE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Strt\838-013_WILLOW_ULTIMATE_XSECS.dwg LAYOUT NAME: C503 DATE: May 25, 2016 - 8:04am CAD OPERATOR: ben
LIST OF XREFS: [838-013_xEXST] [838-013_xSITE] [838-013_xUTIL] [NES-xborder] [838-013_xADJ] [838-013_3D_Roads_Ultimate] [838-013_xEUTIL-FTC] [838-013_KEYMAP]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
C503
ULTIMATE CROSS SECTIONS
WILLOW STREET A. Reese
B. Ruch
As Noted
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
NOTES:
PROPOSED STORM INLET
PROPERTY PROPOSED BOUNDARY LOT LINE
EASEMENT LINE
EXISTING LOT LINE
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
4. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
5. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREP., DESIGN, AND
RECOMMENDATIONS.
FOR REFERENCE ONLY
NOT FOR CONSTRUCTION
16+50
17+00
17+50
18+00
18+50
19+00
19+50
LINDEN STREET
(100' PUBLIC ROW)
PROPOSED 30"
CURB & GUTTER
LINDEN STREET
(100' PUBLIC ROW)
LINCOLN AVENUE
(PUBLIC ROW VARIES)
ULTIMATE 30"
CURB & GUTTER
EXISTING 100' ROW
ULTIMATE 30"
CURB & GUTTER
ULTIMATE 30"
CURB & GUTTER
ULTIMATE
CENTER LINE
ULTIMATE 100' ROW
ULTIMATE 70'
-
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+00
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.20%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+50
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.20%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+00
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.20%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+50
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.20%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+00
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.20%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+50
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.20%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+00
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.20%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+50
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.18%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+00
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40 60
-2.28%
-2.20%
PROPOSED
GROUND
EXISTING
GROUND
CONCRETE
SIDEWALK
VERTICAL
CURB AND
GUTTER
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
EXISTING
ROW LINE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Strt\838-013_WILLOW_ULTIMATE_XSECS.dwg LAYOUT NAME: C502 DATE: May 25, 2016 - 8:04am CAD OPERATOR: ben
LIST OF XREFS: [838-013_xEXST] [838-013_xSITE] [838-013_xUTIL] [NES-xborder] [838-013_xADJ] [838-013_3D_Roads_Ultimate] [838-013_xEUTIL-FTC] [838-013_KEYMAP]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
C502
ULTIMATE CROSS SECTIONS
WILLOW STREET A. Reese
B. Ruch
As Noted
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
NOTES:
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
4. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
5. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREP., DESIGN, AND
RECOMMENDATIONS.
3370 CO
KEYMAP
LOT 1
LOT 2
FOR REFERENCE ONLY
NOT FOR CONSTRUCTION
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
10+75
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
PROPOSED 30"
CURB & GUTTER
LINDEN STREET
(100' PUBLIC ROW)
LINCOLN AVENUE
(PUBLIC ROW VARIES)
EXISTING EDGE
OF PAVEMENT
EXISTING 100 ROW
16.6
-
℄
±17.6
℄
-EOP
EXISTING
CURB & GUTTER
EXISTING
CURB & GUTTER
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+75
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+00
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+50
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+00
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+50
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+00
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+50
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+00
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+50
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+00
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+50
4964
4968
4972
4976
4964
4968
4972
4976
-60 -40 -20 0 20 40
PROPOSED
GROUND
EXISTING
GROUND CONCRETE
SIDEWALK
VERTICAL
CURB AND
GUTTER
ROW
LINE
ROW
LINE
-2.43%
-2.08%
-2.38%
-2.35%
-2.11%
-2.28%
-2.86%
-3.61%
-2.73%
-2.26%
-2.41%
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
ROW
LINE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Strt\838-013_WILLOW_XSECS.dwg LAYOUT NAME: C501 DATE: May 25, 2016 - 8:04am CAD OPERATOR: ben
LIST OF XREFS: [838-013_xEXST] [838-013_xSITE] [838-013_xUTIL] [NES-xborder] [838-013_xADJ] [838-013_3D_Roads] [838-013_xEUTIL-FTC] [838-013_KEYMAP]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
C501
INTERIM CROSS SECTIONS
WILLOW STREET A. Reese
B. Ruch
As Noted
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
NOTES:
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
4. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
5. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREP., DESIGN, AND
RECOMMENDATIONS.
3370 CO
KEYMAP
LOT 1
LOT 2
PVI ELEV = 4969.01
PVI STA = 14+15.66
PVI ELEV = 4968.35
PVI STA = 14+35.66
PVI ELEV = 4968.01
PVI STA = 14+55.66
PVI ELEV = 4967.75
EXISTING GROUND
PROPOSED GRADE
-0.50%
PVI STA = 15+45.66
PVI ELEV = 4967.72
PVI STA = 19+59.45
PVI ELEV = 4966.41
75.0' VC
HP ELEV = 4968.01
HP STA = 16+21.10
PVI STA = 16+21.10
PVI ELEV = 4968.10
BVCS: 15+83.60
BVCE: 4967.91
EVCS: 16+58.60
EVCE: 4967.91
A.D. = 1.00
K = 75.00
-0.50%
PVI STA = 15+45.66
PVI ELEV = 4967.72
PVI STA = 19+59.45
PVI ELEV = 4966.41
ULTIMATE GRADE
PROPOSED INLET
MATCH EXISTING
LIMITS OF CONSTRUCTION
MATCH EXISTING
EXISTING
GROUND
PROPOSED
GRADE
G
M M
T
T
W
C
S
T
GAS
T
X X X
T
T
T
T
T
X
X
X X X X
X
X
X
X
X
X
OWNER
W AND T LEASING
131 E LINCOLN AVE
FORT COLLINS, CO
80524
OWNER
GODINEZ
JESSE/DOROTHY
400 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
416 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
546 WILLOW ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
546 WILLOW ST
FORT COLLINS,
CO 80524
D
3370 CO
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
CO
PROPOSED 30"
CURB & GUTTER
LINDEN STREET
(100' PUBLIC ROW)
WILLOW STREET
(100' ROW)
LINCOLN AVENUE
(PUBLIC ROW VARIES)
EXISTING EDGE
OF PAVEMENT
ULTIMATE 30"
CURB & GUTTER
EXISTING 100' ROW
16.5'
-
℄
±17.9'
℄
-EOP
MATCH EXISTING
CURB & GUTTER
STA.=16+08.41
OFFSET=17.735
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
20+00
ULTIMATE 30" EP: 20+14.31
CURB & GUTTER
ULTIMATE 30"
CURB & GUTTER
ULTIMATE
CENTER LINE
ULTIMATE 100' ROW
ULTIMATE 70'
-
R10'
STA.=13+68.46
STA.=14+33.40
STA.=15+92.46
11+00 12+00 13+00 14+00 15+00 16+00 17+00
18+00
19+00
MATCH EXISTING
CURB & GUTTER
STA: 10+52.21
EP: 19+30.96
PI: 10+62.43
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
R10'
BUILDING 1
BUILDING 2
R10'
PROPOSED
STORM INLET
4960
4965
4970
4975
4980
4960
4965
4970
4975
4980
10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50
4971.97
4971.78
4971.59
4971.40
4971.24
4971.08
4970.92
4970.75
4970.59
4970.43
4970.27
4970.10
4969.81
4969.46
4969.10
4968.71
4968.48
4968.41
4968.51
4968.64
4968.76
4968.87
4968.91
4968.87
4968.75
4968.63
4968.50
4968.38
4968.25
4968.13
4968.00
4967.88
4967.75
4967.63
4967.50
4967.38
4967.09
4966.66
1.25%
-0.50%
-1.75%
-0.65%
0.50%
-0.75%
-0.80%
-1.05%
-1.40%
-1.60%
PVI STA = 10+52.21
PVI ELEV = 4972.14
PVI STA = 10+62.24
PVI ELEV = 4972.06
PVI STA = 11+49.81
PVI ELEV = 4971.40
PVI STA = 13+48.77
PVI ELEV = 4970.11
PVI STA = 13+68.77
PVI ELEV = 4969.90
PVI STA = 14+15.66
PVI ELEV = 4969.24
PVI STA = 19+62.37
PVI ELEV = 4967.31
PVI STA = 19+99.80
PVI ELEV = 4966.66
PVI STA = 20+14.27
PVI ELEV = 4966.84
75.0' VC
HP ELEV = 4968.91
HP STA = 16+23.91
PVI STA = 16+23.91
PVI ELEV = 4969.01
BVCS: 15+86.41
BVCE: 4968.82
EVCS: 16+61.41
EVCE: 4968.82
A.D. = 1.00
K = 75.00
75.0' VC
LOW PT ELEV = 4968.41
LOW PT STA = 14+96.26
PVI STA = 14+76.61
PVI ELEV = 4968.27
BVCS: 14+39.11
BVCE: 4968.87
EVCS: 15+14.11
EVCE: 4968.46
A.D. = 2.10
K = 35.71
EXISTING GROUND
ULTIMATE GRADE
EXISTING GROUND
STA.=19+83.20
INV.= 4961.81
EXISTING 24" CMP
MATCH EXISTING
ULTIMATE ℄ LINCOLN AVENUE
FOR REFERENCE ONLY
EXISTING
GROUND
PROPOSED
GRADE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Strt\838-013_WILLOW.dwg LAYOUT NAME: C500 DATE: May 25, 2016 - 8:03am CAD OPERATOR: ben
LIST OF XREFS: [838-013_xEXST] [838-013_xSITE] [838-013_xUTIL] [NES-xborder] [838-013_xADJ] [838-013_xEUTIL-FTC]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
C500
PLAN & PROFILE
WILLOW STREET A. Reese
B. Ruch
1"=40'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
4. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
5. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREP., DESIGN, AND
RECOMMENDATIONS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
ULTIMATE CENTER LINE
WILLOW STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
ULTIMATE CURB & GUTTER
RIGHT FLOW LINE
WILLOW STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
STORM DRAIN
70
69
71
70
68
69
71
72
72
72
72
70
69
71
72
72
70
72
73
72
FFE=72.20
72.05
EXISTING
FFE=69.53
69.69
(71.25)
71.80
(68.04)
(72.05)
(72.07)
68.95
72.60
72.60
71.63
72.20
70.16
71.30
FFE=72.60
PROPOSED OUTLET
CONTROL STRUCTURE
(72.05)
(71.61)
OWNER
MAWSON LUMBER
AND HARDWARE CO
350 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
MAWSON LUMBER AND
HARDWARE CO
115 LINCOLN AVE
FORT COLLINS
CO, 80524
WOOL HAT LLC
119 E LINCOLN AVE
OWNER
GODINEZ
JESSE/DOROTHY
400 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
FEEDERS SUPPLY LLC
359 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
416 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
546 WILLOW ST
FORT COLLINS,
CO 80524
72.60
(72.89)
(73.19)
(72.64)
(72.80)
(72.78)
(72.23)
(72.17)
72.20
(72.75)
72.60
72.60
72.20
72.20
72.20
(72.24)
71.28
(68.94)
(68.85)
71.53
(71.75)
(71.89)
(71.77)
(70.19)
68.70
68.20
TRASH
SPIRIT
STORAGE
BUILDING 1
BUILDING 2
71.23
71.07
71.36
71.62
71.42
68.14
PROPOSED
ROOF DRAIN
PROPOSED
ROOF DRAIN
PROPOSED STORM DRAIN
TO TREE GRATES (TYP.)
EXISTING
STORM DRAIN
PROPOSED
STORMTECH
CHAMBERS
71.08
8.1%
2.0%
1.3%
2.0%
71.16
68.78
71.06
(71.48)
PROPOSED
TRENCH DRAIN
69.13
69.54 68.84
70.05
70.32
70.18
69.76
69.90
70.57
71.72
71.14
71.68
71.89
71.36
71.63
72.35
73.09
71.53
71.56
70.22
70.15
70.07
72.20
72.28
72.60
72.20
71.98
72.20
PROPOSED STORM
PROPOSED STORM DRAIN BASIN
DRAIN BASIN
PROPOSED STORM
DRAIN BASIN
PROPOSED STORM
DRAIN BASIN
PROPOSED STORM
DRAIN BASIN
PROPOSED STORM
DRAIN BASIN
PROPOSED STORM
PROPOSED STORM DRAIN BASIN
DRAIN BASIN
70.30
(72.10)
71.98
71.98
71.98
71.98
72.03
71.50
71.90
71.38
71.78
71.47
72.60
71.40
72.60
72.52
72.96
72.55
(73.02)
71.66
PROPOSED STORM
DRAIN BASIN
72.08
PROPOSED STORM
DRAIN BASIN
PROPOSED STORM
DRAIN BASIN
EXISTING
STORM INLET
2.1%
2.0%
69.79
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
C400
GRADING PLAN
A. Reese
B. Ruch
1"=30'
PROPOSED STORM DRAIN
PROPOSED CURB AND GUTTER
PROPOSED AREA DRAIN
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Grad\838-013_GRAD.dwg LAYOUT NAME: C400 DATE: May 25, 2016 - 8:03am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [838-013_xEXST] [838-013_xUTIL] [838-013_xGRAD] [838-013_xTOPO] [838-013_xADJ] [838-013_3D_Proposed] [838-013_xEUTIL-FTC] [838-013_xSITE]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROPOSED STORM DRAIN
SS
SS
SS
SS
SS SS
SS SS SS
SS
SS SS SS SS
SS
SS
SS SS SS SS
SS
SS SS
OWNER
MAWSON LUMBER
AND HARDWARE CO
350 LINDEN ST
FORT COLLINS,
CO 80524
FORT COLLINS,
CO 80524
OWNER
FEEDERS SUPPLY LLC
359 LINDEN ST
FORT COLLINS,
CO 80524
D
S
S
S
S
W
F
FDC
FDC
F
W
W
S
W
W
W
W
W
W
W W
W
W W
W
W
W W
W
W
W
W W
W
12" W 12" W 12" W 12" W
12" W
12" W 12" W 12" W
W
WV
WV
12" W
8" SS
8" SS
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
S
24" SS
24" SS
SSV
SSV
SSV
SSV
SSV
SSV
SSV
SSV
SSV
SSV
SSV
SSV
6" SS
6" SS 6" SS
WSV
WSV
WSV
WSV
WSV
WSV
WSV
WSV
WSV
WSV WSV WSV WSV WSV WSV WSV
WSV WSV
WSV WSV
WSV
WSV WSV
WSV WSV
WSV WSV
D
E
E
E E
G
G G G
G G
G
6" W
6" W
G G
6" SS 6" SS
6" SS
6" SS 6" SS
6" SS
6" SS 6" SS
6" SS
6" SS
W
W
W
W
W
W
W W
W
W W
W
W
W W
W
W
W
W W
W
LOT 1
LOT 3
X X
X
X
X X X
X
LOT 2
X X
PROPOSED ROOF
DRAIN SYSTEM
SEE SHEET C300
PROPOSED ROOF
DRAIN SYSTEM
SEE SHEET C300
LINDEN STREET
(100' PUBLIC ROW)
WILLOW STREET
(PUBLIC ROW VARIES)
EXISTING
WATER LINE
EXISTING 24"
RCP STORM DRAIN
EXISTING
24" SANITARY
SEWER
EXISTING STORM DRAIN
EXISTING STORM MH
EXISTING 6" HDPE
EXISTING 12" PVC
EXISTING STORM
DRAIN INLET
PROPOSED
FIRE HYDRANT
PROPOSED 4"
WATER SERVICE
PROPOSED 8"
FIRE SERVICE
APPROXIMATE
LOCATION OF
EXISTING
FIRE HYDRANT
UNDERGROUND
GRAIN HANDLING
UNIT
STORM DRAIN
TO TREE GRATES
(TYP.)
EXISTING
8" WATER
PROPOSED 2"
WATER SERVICE
PROPOSED 6"
FIRE SERVICE
EXISTING
SSMH
EXISTING 48"
RCP STORM DRAIN
(PER WILLOW STREET
IMPROVEMENTS)
PROPOSED 6"
WATER LINE
BUILDING 1
BUILDING 2
EXISTING 24"
RCP STORM
EXMH
STA 10+00.00
N: 131721.70
E: 196303.81
88.38 LF 30" RCP @ 2.20%
INLET 1
STA 10+88.38
N: 131771.30
E: 196230.65
22.11 LF 18" RCP @ 0.40%
STMH 2
STA 11+10.50
N: 131754.75
E: 196215.98
59.40 LF
18" HDPE
@ 0.40%
TEE 3
STA 11+69.90
N: 131794.11
E: 196171.49
WQ STRUCTURE 4
STA 11+74.61
N: 131797.23
E: 196167.96
2.40 LF 8" PVC @ 0.40%
CONNECTION 5
STA 11+77.01
N: 131795.43
E: 196166.37
105.1 LF STORMTECH
MC-3500 CHAMBERS
@ 0.20%
CONNECTION 7
STA 12+86.43
N: 131713.47
E: 196093.88
2.40 LF 8" PVC @ 0.50%
INLET 8
STA 12+88.83
N: 131711.67
E: 196092.29
87.19 LF 18" HDPE @ 1.40%
BASIN 9
STA 13+76.02
N: 131769.44
E: 196026.98
18.82 LF 15" HDPE @ 0.50%
22.5° BEND 10
STA 13+94.84
N: 131775.62
E: 196009.20
42.65 LF 15" HDPE @ 0.50%
19.46 LF
12" HDPE
@ 0.50%
TEE 12
STA 14+56.95
N: 131816.74
E: 195962.66
TEE 11
STA 14+37.49
N: 131803.86
E: 195977.24
35.54 LF
12" HDPE
@ 0.50%
TEE 13
STA 14+92.49
N: 131840.27
E: 195936.02
14.77 LF
12" HDPE
@ 0.50%
TEE 14
STA 15+07.26
N: 131850.05
E: 195924.95
40.23 LF
12" HDPE
@ 0.50%
TEE 15
STA 15+47.49
N: 131876.68
E: 195894.80
21.81 LF
12" HDPE
@ 0.50%
TEE 16
STA 15+69.30
N: 131891.12
E: 195878.45
10.73 LF
12" HDPE
@ 0.50%
INLET 17
STA 15+80.03
N: 131898.23
E: 195870.41
22.19 LF
8" HDPE
@ 0.50%
INLET 18
STA 16+02.21
N: 131915.08
E: 195884.84
20.00 LF
8" HDPE
@ 0.50%
INLET 19
STA 16+22.21
N: 131930.08
E: 195898.07
20.00 LF
8" HDPE
@ 0.50%
INLET 20
STA 16+42.21
N: 131945.07
E: 195911.30
20.00 LF
8" HDPE
@ 0.50%
INLET 21
STA 16+62.21
N: 131960.07
E: 195924.54
CORE DRILL, CONNECT TO
EXISTING MANHOLE, & SEAL
INLET 6
STA 11+82.97
N: 131790.96
E: 196162.43
PROPOSED ROOF
DRAIN SYSTEM
SEE SHEET C300
TRENCH DRAIN
SEE SHEET C300
4955
4960
4965
4970
4975
4980
4985
4955
4960
4965
4970
4975
4980
4985
17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
12" MIN.
EXMH
STA 10+00.00
RIM 4968.2±
INV. IN 4960.86 (NE)
INV. IN 4960.86 (NW)
INV. OUT 4960.66 (SE)
88.38 LF 30" RCP @ 2.20%
INLET 1
STA 10+88.38
FL. EL 4967.5±
INV. IN 4962.80 (SW)
INV. OUT 4962.80 (SE)
22.11 LF
18" RCP
@ 0.40%
STMH 2
STA 11+10.50
RIM 4969.1±
INV. IN 4962.89 (NW)
INV. OUT 4962.89 (NE)
TEE 16
STA 15+69.30
INV. 4967.83 (NW)
INV. 4967.83 (NE)
INV. 4967.83 (SE)
10.73 LF
12" HDPE
@ 0.50%
INLET 17
STA 15+80.03
FL. EL 4972.0±
INV. IN 4967.88 (NW)
INV. IN 4967.88 (NE)
INV. OUT 4967.88 (SE)
22.19 LF
8" HDPE
@ 0.50%
INLET 18
STA 16+02.21
FL. EL 4972.0±
INV. IN 4967.99 (NE)
INV. OUT 4967.99 (SW)
20.00 LF
8" HDPE
@ 0.50%
INLET 19
STA 16+22.21
FL. EL 4972.0±
INV. IN 4968.09 (NE)
INV. OUT 4968.09 (SW)
20.00 LF
8" HDPE
@ 0.50%
INLET 20
STA 16+42.21
FL. EL 4972.0±
INV. IN 4968.19 (NE)
INV. OUT 4968.19 (SW)
20.00 LF
8" HDPE
@ 0.50%
INLET 21
STA 16+62.21
FL. EL 4972.0±
INV. IN 4968.29 (NW)
INV. IN 4968.29 (SE)
INV. OUT 4968.29 (SW)
59.40 LF 18" HDPE @ 0.40%
TEE 3
STA 11+69.90
INV. 4963.13 (NW)
INV. 4963.13 (SW)
INV. 4963.13 (SE)
4.71 LF 18" HDPE @ 0.40%
WQ STRUCTURE 4
STA 11+74.61
INV. 4965.98 (SW)
INV. 4963.15 (SE)
2.40 LF 8" PVC @ 0.40%
CONNECTION 5
STA 11+77.01
INV. 4963.16 (SW)
INLET 6
STA 11+82.97
FL. EL 4969.2±
INV. IN 4963.17 (SW)
INV. OUT 4963.17 (NE)
CONNECTION 7
STA 12+86.43
INV. 4966.21 (SW)
INV. 4963.38 (NE)
2.40 LF 8" PVC @ 0.50%
INLET 8
STA 12+88.83
FL. EL 4971.0±
INV. IN 4965.64 (NW)
INV. OUT 4966.22 (NE)
INV. OUT 4967.74 (SE)
87.19 LF 18" HDPE @ 1.40%
BASIN 9
STA 13+76.02
INV. 4966.86 (W)
INV. 4966.86 (NE)
INV. 4966.86 (SE)
18.82 LF
15" HDPE
@ 0.50%
22.5° BEND 10
STA 13+94.84
INV. 4966.95 (NW)
INV. 4966.95 (E)
42.65 LF
15" HDPE
@ 0.50%
TEE 11
STA 14+37.49
INV. 4967.17 (NW)
INV. 4967.17 (SW)
INV. 4967.17 (SE)
19.46 LF
12" HDPE
@ 0.50%
TEE 12
STA 14+56.95
INV. 4967.27 (NW)
INV. 4967.27 (NE)
INV. 4967.27 (SE)
35.54 LF
12" HDPE
@ 0.50%
TEE 13
STA 14+92.49
INV. 4967.44 (NW)
INV. 4967.44 (SW)
INV. 4967.44 (SE)
14.77 LF
12" HDPE
@ 0.50%
TEE 14
STA 15+07.26
INV. 4967.52 (NW)
INV. 4967.52 (NE)
INV. 4967.52 (SE)
40.23 LF
12" HDPE
@ 0.50%
TEE 15
STA 15+47.49
INV. 4967.72 (NW)
INV. 4967.72 (SW)
INV. 4967.72 (SE)
21.81 LF
12" HDPE
@ 0.50%
EXISTING 24" RCP STORM
STA.=10+77.85
INV.=4959.01
105.1 LF MC-3500 STORMTECH CHAMBERS @ 0.20%
EXISTING 42" RCP
STORM DRAIN
CONNECT TO
EXISTING MANHOLE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Strm\838-013_STRM.dwg LAYOUT NAME: C301 DATE: May 25, 2016 - 8:03am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [838-013_xUTIL] [838-013_xADJ] [838-013_xEUTIL-FTC] [838-013_xEXST] [838-013_xSITE]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
C301
PLAN & PROFILE
STORM DRAIN A. Reese
B. Ruch
1"=30'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. FIRE LINE SHALL BE STUBBED INSIDE THE RISER ROOM AND CAPPED 1' ABOVE THE
FINISHED FLOOR ELEVATION.
8. 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.
W
G
T
E
EXISTING STORM SEWER
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
PROPOSED FIRE SERVICE F
EXISTING SANITARY SEWER SS
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
FDC
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPERTY BOUNDARY
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
EASEMENT LINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING FIBER OPTICS FO
PROPOSED STORM SEWER
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STREET LIGHT
W
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
STORM DRAIN
SS SS
SS
SS SS SS SS
SS SS
SS SS
SS SS
SS
SS SS SS SS
SS
SS
SS
SS
OWNER
MAWSON LUMBER
AND HARDWARE CO
350 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
MAWSON LUMBER AND
HARDWARE CO
115 LINCOLN AVE
FORT COLLINS
CO, 80524
OWNER
GODINEZ
JESSE/DOROTHY
400 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
FEEDERS SUPPLY LLC
359 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
416 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
546 WILLOW ST
FORT COLLINS,
CO 80524
D
S
S
S
W W W W
W
W
W W
W
W
W
W
W W
W
W
W
W W
W
W
8" SS 8" SS
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
W
WV
WV
WV
12" W
12" W 12" W
12" W
WV
W
W
WV
8" SS
8" SS 8" SS
8" SS
8" SS
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
4366 CO
WV
W
S O
WV
S
24" SS 24" SS
6" SS
6" SS 6" SS 6" SS
6" SS
D
G
G
G
G
G G G
G G G
G
G G G
G G G G
G
G G
G G
G G
G
G
H Y
D
WV WV
E
E
E E
E
E
E
E
E E
T
G
G
G
G G
G G G
G
6" W
6" W
G
G
G
G G
G
6" SS
6" SS
6" SS
6" SS 6" SS
6" SS
6" SS
6" SS
6" SS
6" SS
6" SS
6" SS 6" SS
6" SS
6" SS
6" SS
6" SS 6" SS
CO
H
Y
D
LOT 1 LOT 3
LOT 2
S
F
W
F
FDC
F
FDC
F
W
W
S
LINDEN STREET
(100' PUBLIC ROW)
WILLOW STREET
(PUBLIC ROW VARIES)
EXISTING
WATER LINE
EXISTING 24"
RCP STORM DRAIN
EXISTING
24" SANITARY
SEWER
EXISTING STORM DRAIN
EXISTING STORM MH
CONNECT TO
EXISTING STORM
DRAIN INLET
EXISTING 6" HDPE
EXISTING 12" PVC
EXISTING STORM
DRAIN INLET
GRATE = 4969.79
PROPOSED
FIRE HYDRANT
PROPOSED 4"
WATER SERVICE
PROPOSED 8"
FIRE SERVICE
APPROXIMATE
LOCATION OF
EXISTING
FIRE HYDRANT
UNDERGROUND
GRAIN HANDLING
UNIT
SPIRIT
STORAGE
STORM DRAIN
TO TREE GRATES
(TYP.)
BUILDING 1
BUILDING 2
EXISTING
8" WATER
PROPOSED 2"
WATER SERVICE
PROPOSED 6"
FIRE SERVICE
TRASH
ENCLOSURE
6" SANITARY-BUILDING 2
INV.=4958.12
FG=4970.10
24.85 LF 6" PVC @ 1.00%
PROPOSED 6" SANITARY SERVICE
CONNECT TO EXISTING 2
INV. IN=4955.75 (NW)
INV. IN=4957.88 (SW)
INV. OUT=4955.75 (SE)
FG=4970.02
EXISTING
SSMH
EXISTING 48"
RCP STORM DRAIN
(PER WILLOW STREET
IMPROVEMENTS)
PROPOSED 6"
WATER LINE
PROPOSED 4" SANITARY SERVICE
CONNECT TO EXISTING 1
INV. IN=4956.38 (NW)
INV. IN=4958.04 (SW)
INV. OUT=4956.38 (SE)
FG=???
29.02 LF
4" PVC
@ 2.00%
4" SANITARY-BUILDING 1
INV.=4958.62
FG=4971.63
PROPOSED STORMTECH
MC-3500 CHAMBERS
CORE DRILL, CONNECT TO
EXISTING MANHOLE, & SEAL
PROPOSED SPILL
CONTAINMENT AREA
NOTE:
SPECIAL CARE NEEDS TO BE TAKEN WHEN TAPPING.
MAIN IS DR18 FUSIBLE PVC THAT WAS HORIZONTALLY-
DIRECTIONALLY DRILLED AND CAN BE PRONE TO
SPLITTING IF TENSION IS NOT RELIEVED WHEN
TAPPING. PLEASE CONTACT WATER FIELD SERVICES
AT (970) 221-6700 PRIOR TO TAPPING.
RD BASIN 3-1
INV.=4968.32
FG=4972.56
RD 90° BEND 3
INV.=4968.30
FG=4972.49
RD 90 ° BEND 2
INV.=4968.41
FG=4972.49
RD BASIN 4
INV.=4968.01
FG=4972.40
12"x6" TEE
INV.=4967.72
FG=4972.09
RD 45° BEND 2-1
INV.=4968.54
FG=4972.07
BASIN 12-1
INV.=4967.29
FG=4972.05
RD 90° BEND 1
INV.=4968.31
FG=4972.05
RD BASIN 4-1
INV.=4968.22
FG=4972.02
RD BASIN 2-2
INV.=4969.49
FG=4972.00
12"x6" TEE
INV.=4967.52
FG=4972.00
INLET 20
INLET 18
INLET 21
INV.=4968.29
FG=4971.98
INLET 19
INLET 17
INV.=4967.88
FG=4971.98
12"x6" TEE
INV.=4967.44
FG=4971.97
12"x6" TEE
INV.=4967.27
FG=4971.93
15"x6" TEE
w/ REDUCER (N)
INV.=4967.17
FG=4971.92
22.5° BEND
BASIN 15-1
INV.=4967.74
FG=4971.63
RD BASIN 1-1
INV.=4968.50
FG=4971.55
BASIN 13-1
INV. OUT=4967.46 (NE)
FG=4971.51
BASIN 17-1
INV.=4968.09
FG=4971.40
BASIN 11-1
INV.=4967.19
FG=4971.38
BASIN 9
INV.=4966.86
FG=4971.22
EX INLET
INV.=4967.95
FG=???
90° BEND
INV.=4963.70
FG=4971.17
BASIN 14-1
INV.=4967.55
FG=4971.07
INLET 8
INLET 6
STMH 2
CONNECT TO
UNDERGROUND
DETENTION STRUCTURE
WATER QUALITY STRUCTURE
18"x18" TEE
INV.=4963.13
FG=4968.97
EXMH
TRENCH DRAIN
INV.=4967.03
FG=4968.15
INLET 1
30" RCP STORM
18" RCP STORM
18" HDPE STORM
18" HDPE STORM
15" HDPE STORM
42.25 LF
8" HDPE
@ 0.50%
8" PVC STORM
8" PVC STORM
18" HDPE STORM
33.94 LF 8" HDPE @ 0.50%
15" HDPE STORM
12" HDPE STORM
12" HDPE STORM
12" HDPE STORM
12" HDPE STORM
8" HDPE STORM
8" HDPE STORM
8" HDPE STORM
8" HDPE STORM
23.90 LF 6" PVC @ 0.50%
25.96 LF
6" PVC
@ 0.50%
3.26 LF 6" PVC @ 0.50%
37.30 LF 6" PVC @ 0.50%
42.79 LF
6" PVC
@ 0.50%
3.41 LF
6" PVC
@ 0.50%
3.50 LF 6" HDPE @ 0.50%
3.50 LF 6" HDPE @ 0.50%
5.00 LF 6" HDPE @ 0.50%
3.50 LF 6" HDPE @ 0.50%
114.22 LF 18" HDPE @ 0.50%
4.71 LF 18" HDPE @ 0.50%
9.10 LF 6" PVC @ 0.50%
11.98 LF
6" PVC
@ 0.50%
41.50 LF
6" PVC
@ 0.50%
12" HDPE STORM
3.26 LF
8" HDPE
@ 0.50%
PROPOSED STORM DRAIN
SEE SHEET C301
CONNECT TO
UNDERGROUND
DETENTION STRUCTURE
PROPOSED STORM DRAIN
SEE SHEET C301
12"x6" TEE
INV.=4967.83
FG=4972.14
12" HDPE STORM
BASIN 16-1
INV.=4967.85
FG=4972.15
3.37 LF
6" HDPE
@ 0.50%
EXISTING 24"
RCP STORM
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Util\838-013_UTIL.dwg LAYOUT NAME: C300 DATE: May 25, 2016 - 8:02am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [838-013_xUTIL] [838-013_xEXST] [838-013_xSITE] [838-013_xADJ] [838-013_xEUTIL-FTC]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
C300
UTILITY PLAN
A. Reese
B. Ruch
1"=30'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. FIRE LINE SHALL BE STUBBED INSIDE THE RISER ROOM AND CAPPED 1' ABOVE THE
FINISHED FLOOR ELEVATION.
8. 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.
W
G
T
E
EXISTING STORM SEWER
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
PROPOSED FIRE SERVICE F
EXISTING SANITARY SEWER SS
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
FDC
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPERTY BOUNDARY
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
EASEMENT LINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING FIBER OPTICS FO
PROPOSED STORM SEWER
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
W
PROPOSED STREET LIGHT
X
X
X X
X
X
OWNER
MAWSON LUMBER
AND HARDWARE CO
350 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
MAWSON LUMBER AND
HARDWARE CO
115 LINCOLN AVE
FORT COLLINS
CO, 80524
OWNER
GODINEZ
JESSE/DOROTHY
400 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
FEEDERS SUPPLY LLC
359 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
416 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
546 WILLOW ST
FORT COLLINS,
CO 80524
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
4366 CO
W
S O
CO
LOT 1 LOT 3
LOT 2
LINDEN STREET
(100' PUBLIC ROW)
WILLOW STREET
(100' ROW)
4' CONCRETE
SIDEWALK
ADJACENT
BUILDING
ADJACENT
BUILDING
EXISTING 1 STORY CONCRETE
BUILDING
EXISTING 1 STORY
METAL BUILDING
TRASH ENCLOSURE
SPIRIT
STORAGE
LOADING
DOCKS
EXISTING 6'
CONCRETE
SIDEWALK
UNDERGROUND
GRAIN HANDLING
UNIT
PROPOSED 30"
CURB & GUTTER
PROPOSED
15' SIDEWALK
EXISTING LANDSCAPE
PLANTER (TYP.)
MATCH EXISTING
PROPOSED DRIVEWAY
EXISTING EDGE
OF ASPHALT
MATCH EXISTING
TREE GRATE (TYP.)
BUILDING 1 FIRE PIT (TYP.) BUILDING 2
HAMMERMILL
ACCESS RAMP
BICYCLE RACKS
BICYCLE RACKS
COURTYARD
(SEE RIPLEY DESIGN
PLANS FOR DETAIL)
SERVICE YARD
(SEE SHEET A-105
FOR DETAIL)
16' EMERGENCY
ACCESS EASEMENT
10' DRAINAGE
EASEMENT
6' UTILITY
EASEMENT
CONCRETE
RETAINING WALLS
12" RIBBON
CURB
SPILL DRAIN
C200
PAVING PLAN
A. Reese
B. Ruch
1"=30'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
EASEMENTS
NOTES:
PROPOSED VERTICAL CURB & GUTTER
EXISTING RIGHT-OF-WAY
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
PROPERTY BOUNDARY
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Strt\838-013_PAVE.dwg LAYOUT NAME: C200 DATE: May 25, 2016 - 8:01am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [838-013_xEXST] [838-013_xSITE] [838-013_xADJ] [838-013_xEUTIL-FTC]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING LOT LINE
HEAVY DUTY CONCRETE PAVING
PRIVATE CONCRETE PAVING
PUBLIC CONCRETE PAVING
PROPOSED
PARKING STALLS
PROPOSED
30" CURB & GUTTER
PERMEABLE PAVERS
1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT
SPECIFICATION MANUAL.
3. PERMEABLE PAVER AREAS SHALL HAVE EDGE RESTRAINTS ALONG ENTIRE
PERIMETER IN ACCORDANCE WITH DETAILS AND MANUFACTURER
RECOMMENDATIONS.
4. EXTRA CARE SHOULD BE TAKEN TO PREVENT THE STORAGE OF SOILS OR OTHER
MATERIALS DIRECTLY ON OR ADJACENT TO THE PAVER SURFACE.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
7. ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
8. ALL PRIVATE CONCRETE PAVING SHALL HAVE THICKENED EDGE AROUND
PERIMETER.
9. FIRE LANE SIGNAGE TO BE PROVIDED AND COORDINATED WITH POUDRE FIRE
AUTHORITY.
E
E
E
E
E
E
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X X X X X
X
X
X
X
X
X
X
X
E
E
E E
E
E
E E
E
T
W
W
FO
FO
FO
FO
FO
FO
G
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
D
S
S
S
W
W W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
8" SS
8" SS
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
W
WV
WV
WV
12" W
12" W 12" W
12" W
WV
W
W
WV
8" SS 8" SS
8" SS 8" SS
8" SS
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
WV
W
S O
WV
S
24" SS 24" SS
6" SS
6" SS 6" SS 6" SS 6" SS
D
G
G
G G G
G G G
G
G G G
G G G
G
G
G
G G G G
G
G G
WV WV
E
E E
E
E
E
E E
T
G
G
G
G G
G G G
G
6" W 6" W
G G
G
G G G
6" SS
6" SS
6" SS
6" SS
6" SS
6" SS
6" SS 6" SS
6" SS
6" SS
6" SS
6" SS
6" SS
6" SS
6" SS
6" SS 6" SS
CO
H
Y
D
ADJACENT
BUILDING ADJACENT
BUILDING
EXISTING 1 STORY
BRICK BUILDING TO
BE REMOVED
UNDER SEPARATE
PERMIT
EXISTING 1 STORY CONCRETE
BUILDING TO REMAIN
EXISTING 1 STORY
METAL BUILDING TO
REMAIN
100' ROW
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LINDEN STREET
(100' PUBLIC ROW)
WILLOW STREET
(100' ROW)
ADJACENT
BUILDING
ADJACENT
BUILDING
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ADJACENT
BUILDING
EXISTING 10' MOUNTAIN
STATES TELEPHONE &
TELEGRAPH CO EASEMENT
REC. NO. 90027035
(TO BE VACATED
BY SEPARATE DOCUMENT)
EXISTING GATE
TO BE REMOVED
EXISTING
TELEPHONE LINE
TO BE RELOCATED
EXISTING 1' WIDE
BLOCK WALL
EXISTING 6"
HDPE STORM DRAIN
EXISTING 12"
PVC STORM DRAIN
EXISTING ADJACENT
BUILDING OVERHANG EXISTING
ELECTRIC LINE
EXISTING
WATER LINE
EXISTING STORM
INLET TO REMAIN
APPROXIMATE EXISTING
STORM DRAIN LOCATION
EXISTING TREE
TO BE REMOVED
EXISTING
SIGN (TYP.)
EXISTING 24"
SANITARY
EXISTING 24"
RCP STORM DRAIN
EXISTING
GATE
EXISTING 24"
SANITARY
EXISTING
GATE
EXISTING
EDGE OF PAVEMENT
EXISTING
STORM INLET
TO BE REMOVED
EXISTING CHAIN
LINK FENCE
TO BE REMOVED
EXISTING CHAIN
LINK FENCE
TO BE REMOVED
EXISTING CHAIN
LINK FENCE
TO REMAIN
EXISTING GATE
TO BE REMOVED
24" RCP STORM DRAIN
REMOVED
BORING B-4
BORING B-4
PIEZOMETER 5A
PIEZOMETER 4A
EXISTING GAS LINE
TO BE RELOCATED
BORING B-3
PIEZOMETER 3A
BORING B-2
BORING B-1
PIEZOMETER 1A
EXISTING GUY
WIRE CONCRETE
ANCHOR TO
BE REMOVED
EXISTING 6'
SIDEWALK
EXISTING 30" VERTICAL
CURB, GUTTER & SIDEWALK
TO BE REMOVED
EXISTING 30"
VERTICAL
CURB & GUTTER
PIEZOMETER 5A
PIEZOMETER 2A
REMOVE EXISTING
DRIVEWAY
EXISTING "SPEED LIMIT 25"
"NO PARKING ANYTIME"
TO BE RELOCATED
EXISTING
EDGE OF PAVEMENT
OWNER
MAWSON LUMBER
AND HARDWARE CO
350 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
MAWSON LUMBER AND
HARDWARE CO
115 LINCOLN AVE
FORT COLLINS
CO, 80524
119 E LINCOLN AVE
OWNER
GODINEZ
JESSE/DOROTHY
400 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
FEEDERS SUPPLY LLC
359 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
416 LINDEN ST
FORT COLLINS,
CO 80524
OWNER
RANCH-WAY INC
546 WILLOW ST
FORT COLLINS,
CO 80524
EXISTING 8"
SANITARY
EXISTING 12" WATER
EXISTING 12" WATER
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COORDINATE REMOVAL
OF ABANDONED RADIO
TOWER WITH OWNER
EXISTING WATER METER
FOR ADJACENT PROPERTY
EXISTING 8" WATER
EXISTING 48" STORM
(PER WILLOW STREET
IMPROVEMENTS)
EXISTING PAVEMENT
TO BE REMOVED
PAVEMENT
REMOVAL AREA
PAVEMENT
REMOVAL AREA
PAVEMENT
REMOVAL AREA
EXISTING 24"
RCP STORM
24" RCP STORM DRAIN
TO BE FLOW FILLED
& ABANDONED
C100
DEMOLITION PLAN
EXISTING CONDITIONS & A. Reese
B. Ruch
1"=30'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Exist\838-013_ECON.dwg LAYOUT NAME: C100 DATE: May 25, 2016 - 8:15am CAD OPERATOR: ben
LIST OF XREFS: [838-013_xTOPO] [NES-xborder] [838-013_xEXST] [838-013_xADJ] [838-013_xUTIL] [838-013_xEUTIL-FTC] [838-013_xSITE]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
LEGEND:
EXISTING STORM SEWER
EXISTING VALVE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
FIELD SURVEY BY:
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NO. 838-013
DATE: JULY 2014
EXISTING GAS G
EXISTING TELEPHONE T
EXISTING FIBER OPTIC FO
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
H Y
D
EXISTING PAVEMENT TO BE MILLED AND OVERLAYED
S O
W
EXISTING LOT LINE
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING PAVEMENT TO BE REMOVED
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\Exist\838-013_ECON.dwg LAYOUT NAME: C100 DATE: May 25, 2016 - 8:15am CAD OPERATOR: ben
LIST OF XREFS: [838-013_xTOPO] [NES-xborder] [838-013_xEXST] [838-013_xADJ] [838-013_xUTIL] [838-013_xEUTIL-FTC] [838-013_xSITE]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
TREE PROTECTION NOTES:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
7. REFER TO LANDSCAPE PLANS FOR TREE PROTECTION AND MITIGATION.
8. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRE
REMOVAL. COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE
REMOVED SHOULD BE COORDINATED WITH THE CITY FORESTER. REFER TO
LANDSCAPE PLANS AND TREE MITIGATION PLAN FOR ADDITIONAL INFORMATION.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
TREE DIAMETER AT BREAST
HEIGHT (INCHES)
AUGER DISTANCE FROM
FACE OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE
PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.
2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A
QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.
3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND
REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE
REQUIRED BY CODE.
4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH
BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX
(6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT
OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL
OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY
OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD
RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH
TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF
FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING
CLEARED.
8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6)
INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF
TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM
TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:
9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A
SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA.
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer
County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort
Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer.
Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of
any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer
hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and
demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of
the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be
located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be
the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any
utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer
to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all
parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of
Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,
whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Final Drainage and Erosion Control Report for River District Block Eight Mixed-Use dated May 25, 2016 by Northern
Engineering shall be followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must
be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by
the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit
is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort
Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If
the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an
improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at
all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for
roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree
removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of
Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall
be responsible for providing any and all traffic control devices as may be required by t he construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic
sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
BENCHMARK #1:
City of Fort Collins Benchmark 03-00
On a parapet wall at the Northwest end of the Lincoln Ave. bridge near the Northeast corner of Lincoln Ave. and Willow St.
Elevation=4967.33
BENCHMARK #2:
City of Fort Collins Benchmark 05-00
On the top of curb at the signal pole base at the Northwest corner of Linden St. and Jefferson St.
Elevation=4978.05
Please Note: This plan set is using NAVD 88 for a vertical datum. Surrounding developments have used NGVD 29 Unadjusted for their vertical datums.
If NGVD 29 Unadjusted datum is required for any purpose, the following equation should be used:
NGVD 29 Unadjusted = NAVD 88 - 3.18'
Basis of Bearing
The Basis of Bearings is the Southeasterly line of Block 9, Town of Fort Collins as bearing S41°40'49"W (assumed bearing).
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like
kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the
issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large
patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,
including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows:
a. N/A
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
16. For additional information a separate Stormwater Management Plan / Erosion Control Report for River District Block Eight Mixed-Use will be
provided at final design.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval,
prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall
be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to
create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can
be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings
are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter
25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay
shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not
cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as
per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt.
Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full
depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.
The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single
axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than
3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins
Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be
notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction
Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement
of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified
during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort
Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an
unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the
requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Final Drainage and Erosion Control Report for River District Block Eight Mixed-Use dated May 25, 2016 by Northern
Engineering shall be followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
E. Utility Notes
1. All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of
construction.
2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water
utility.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The
HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be
installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City
Water Detail 25.
OF ASPHALT
EXISTING UNIMPROVED
PARKWAY
EXISTING EDGE
OF ASPHALT
EXISTING UNIMPROVED
PARKWAY
EXISTING EDGE
OF ASPHALT
5' AMENITY ZONE
10' SIDEWALK
NORTH RIGHT-OF-WAY NORTH RIGHT-OF-WAY NORTH RIGHT-OF-WAY
SOUTH RIGHT-OF-WAY
16' TRAVEL/
BIKE
10' SIDEWALK
5' AMENITY ZONE
15' PARKWAY
10' SIDEWALK
Delich Associates
2272 Glen Haven Drive
Loveland, Colorado 80538
(970) 669-2061
C000
COVER SHEET
A. Reese
B. Ruch
N/A
MAY 2016
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
VICINITY MAP
NORTH 1"=1500'
PROJECT DATUM: NAVD88
BENCHMARK #1:
City of Fort Collins Benchmark 03-00
On a parapet wall at the Northwest end of the Lincoln Ave. bridge near the Northeast
corner of Lincoln Ave. and Willow St.
Elevation=4967.33
BENCHMARK #2:
City of Fort Collins Benchmark 05-00
On the top of curb at the signal pole base at the Northwest corner of Linden St. and
Jefferson St.
Elevation=4978.05
Please Note: This plan set is using NAVD 88 for a vertical datum. Surrounding
developments have used NGVD 29 Unadjusted for their vertical datums.
If NGVD 29 Unadjusted datum is required for any purpose, the following equation should be
used:
NGVD 29 Unadjusted = NAVD 88 - 3.18'
Basis of Bearing
The Basis of Bearings is the Southeasterly line of Block 9, Town of Fort Collins as bearing
S41°40'49"W (assumed bearing).
Northern Engineering Services, Inc.
Project No. 838-013
Date: July 2014
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
A PORTION OF BLOCKS 8 & 9, TOWN OF FORT COLLINS, AND VACATED CHESTNUT STREET AND VACATED ALLEY
SITUATED IN THE WEST HALF OF SECTION 12, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
OWNER/DEVELOPER
PROJECT TEAM:
SITE ENGINEER
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SURVEYOR
ARCHITECT
CONTACT INFORMATION
PROJECT TEAM:
TYPICAL SECTIONS
E N G I N E E R I N G
N O R T H E RN
UTILITY PLANS FOR
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
LANDSCAPE ARCHITECT
PROJECT
LOCATION
RIVER DISTRICT BLOCK EIGHT MIXED USE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 25, 2016
PROJECT:
838-013
Sheet
Of 22 Sheets
RIVER DISTRICT BLOCK EIGHT MIXED USE
DRAWING FILENAME: D:rojects\838-013\Dwg\838-013_COVER.dwg LAYOUT NAME: C000 DATE: May 25, 2016 - 8:00am CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
www.northernengineering.com
Phone: 970.221.4158
5/25/16
NOT FOR CONSTRUCTION
REVIEW SET
OZ Architecture
3003 Larimer Street
Denver, CO 80205
(303) 861-5704
Blue Ocean Enterprises
401 West Mountain Avenue
Fort Collins, Colorado 80521
(970) 419-7420
■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
Ripley Design, Inc.
419 Canyon Avenue, Suite 200
Fort Collins, CO 80521
(970) 224-5828
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G (970) 221-4158
N O R T H E RN
TRAFFIC
GEOTECHNICAL ENGINEERING
Earth Engineering Consultants
4396 Greenfield Drive
Windsor, Colorado 80550
(970) 545-3908
COVER SHEET
SHEET INDEX
C000
C001 GENERAL & CONSTRUCTION NOTES
C200 PAVING PLAN
C400 GRADING PLAN
C300 UTILITY PLAN
C800 DRAINAGE EXHIBIT
C600-C601 WATER DETAILS
C100 EXISTING CONDITIONS & DEMOLITION PLAN C603-C604 SITE DETAILS
C605-C606 DRAINAGE DETAILS
C700 EROSION CONTROL PLAN
C701 EROSION CONTROL DETAILS
C500 WILLOW STREET PLAN & PROFILE
C504 WILLOW STREET STRIPING PLAN
C501 WILLOW STREET INTERIM CROSS SECTIONS
C502-C503 WILLOW STREET ULTIMATE CROSS SECTIONS
C602 SANITARY SEWER DETAILS
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power-- Janet McTague (970) 224-6154
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
STORMWATER- City of Fort Collins Utilities----------- Dan Mogen (970) 224-6192
C301 STORM DRAIN PLAN & PROFILE