HomeMy WebLinkAboutHILL POND RESIDENCES - FDP - FDP160017 - PLANS - UTILITY PLANSSHIELDS ST
RAINTREE DR.
CENTRE AVE.
RESEARCH
BLVD.
COLLEGE AVE. (U.S. 287)
PROSPECT RD.
ROLLAND MOORE DR.
W LAKE ST
EAST DR
S SHIELDS ST
WORTHINGTON
SHIRE CT
W STUART ST
BAY RD
JOHNSON DR
BAY DR
HOBBIT
S WHITCOMB ST
SHEELY DR
JUNIPER LN
DRAKE RD.
AVE
ST
HILL POND RD
GILGALAD WAY
CS1
COVER SHEET
A. Reese
B. Ruch
N/A
JUNE 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: NGVD 29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM)
City of Fort Collins Benchmark 01-93
South Shields St. at the entrance to Rolland Moore Park ,on the East end of a planter on
top of the curb.
Elevation = 5023.27
City of Fort Collins Benchmark 29-92
Approximate 300 feet South of West Prospect Rd. and Shields St., on the North end of the
West Bridge Parapet Wall.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\620-004_COVER.dwg LAYOUT NAME: CS2 DATE: Jun 14, 2016 - 4:07pm CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
W W W
W
TRACT "A"
X
X X X X
X X
X X
X X X X X
X X X X X X X X
X X X X X X X X
X X X X X X X X
X X X X X X X X
X
X X X X X X X X X
X X X X X X X X X X X X X X X X X
X X X X X X X X
X X X X X X X X
X X X X X X X X X X X X X X X X X
X X X X X X X X
X X X
SS SS SS
SS SS SS
X
X X X
X X
X X X X X
X X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
O
W S
S O
W
W
D
Y H
X
TRACT "G"
OPEN SPACE "A"
BLOCK 2,
SUNDERING CONDOMINIUMS
W W
W W W W W W W W W W W W W W W W W
X X
X
X
SS
SS SS SS SS SS
S W W S S W W S S S W W S
W W
S
S
S S
S
W
S W
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W W
W S
SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD
S W
W
S W
SD SD SD SD
W W
W W W
W
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X X X X
X X
X X
X X X X X
SS SS SS
SS SS SS
X
X X X
X X
X X X X X
X X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
O
W S
S O
W
W
D
Y H
W W
W W W W W W W W W W W W W W W W W
SS
SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS
SS
TRACT "A"
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
TRACT "G"
OPEN SPACE "A"
BLOCK 2,
SUNDERING CONDOMINIUMS
WINDERLAND COURT
OWNER
MACRUM RICHARD E JR
1904 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
LOCKOOD DEAANNA L
1908 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
MELBY LYNDA L
1912 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
COAN MARK A
1916 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
COLE SUSAN D
1920 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
MCCOY JOHN H/SHERRY P
1900 S. SHIELDS STREET
FORT COLLINS,
CO 80526
OWNER
MCCOY JOHN H/SHERRY P
1900 S. SHIELDS STREET
FORT COLLINS,
CO 80526
WINDTRAIL TOWNHOMES P.U.D.,
FIRST REPLAT
THIRD REPLAT OF
HILL POND ON
SPRING CREEK,
FIRST FILING
WINDERLAND CONDOMINIUMS
T
PROPOSED
S W W S S W W S S S W W S
W W
S
S
S S
S
W
S W
S S
W W
W S
SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD
S W
W
S W
SD SD SD SD
W W
W W W
W
X
X X X X
X X
X X
X X X X X
SS SS SS
SS SS SS
X
X X X
X X
X X X X X
X X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
O
W S
S O
W
W
D
Y H
W W
W W W W W W W W W W W W W W W W W
SS
SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS
SS
X X
X
X
X X X
X
SS
SS
SS
SS SS
SS
SS
W W
W
W
W
S
S
S
W
S
S S S
S S
W
W W
W
W
S
S
W
S
SD SD
SD
SD
SD SD
SD
SD
SD
SD
S
W
W
W
T
SSMH A4
STA 12+79.50
N: 121867.31
E: 190234.89
SSMH A3
STA 12+14.36
N: 121883.34
E: 190298.03
SSMH A1
STA 10+00.00
N: 121936.09
E: 190505.79
114.26 LF 8" PVC @ 3.65%
65.14 LF 8" PVC @ 2.00%
EXISTING 8" SANITARY
SANITARY LINE A3
SEE SHEET SS2
X
W W
W
SS
SS
SS
SS
SS
SS
S
S
S S S
W W W W
W W
S
S S
S
W
S
W
S S
W
S
W
SD
SD SD
SD
SD SD
SD
SD
SD
SD
SD
SD
S
W
W
S
W
SD SD
SD
T
60.98 LF 8" PVC @ 1.00%
8" PVC WATER
N:121732.52
E:190493.33
N:121716.22
E:190479.40
N:121776.71
E:190523.65
LOT 18
LOT 6
LOT 16
LOT 17
LOT 1
LOT 5
LOT 3
LOT 15
TRACT A
LOT 2
TRACT "A"
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
TRACT "G"
OPEN SPACE "A"
BLOCK 2,
SUNDERING CONDOMINIUMS
WINDERLAND COURT
OWNER
MACRUM RICHARD E JR
1904 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
LOCKOOD DEAANNA L
1908 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
MELBY LYNDA L
1912 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
COAN MARK A
1916 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
COLE SUSAN D
1920 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
MCCOY JOHN H/SHERRY P
1900 S. SHIELDS STREET
FORT COLLINS,
CO 80526
OWNER
MCCOY JOHN H/SHERRY P
1900 S. SHIELDS STREET
FORT COLLINS,
CO 80526
SS
SS SS SS
WINDTRAIL TOWNHOMES P.U.D.,
FIRST REPLAT
THIRD REPLAT OF
HILL POND ON
SPRING CREEK,
FIRST FILING
WINDERLAND CONDOMINIUMS
TRACT "A"
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
TRACT "G"
OPEN SPACE "A"
BLOCK 2,
SUNDERING CONDOMINIUMS
WINDERLAND COURT
OWNER
MACRUM RICHARD E JR
1904 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
LOCKOOD DEAANNA L
1908 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
MELBY LYNDA L
1912 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
COAN MARK A
1916 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
COLE SUSAN D
1920 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
MCCOY JOHN H/SHERRY P
1900 S. SHIELDS STREET
FORT COLLINS,
CO 80526
WINDTRAIL TOWNHOMES P.U.D.,
FIRST REPLAT
WINDERLAND CONDOMINIUMS
HILL POND ROAD
(60' PUBLIC RIGHT-OF-WAY)
T
SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD
PROPOSED
RAMP
PROPOSED
CONCRETE
DRIVEWAY
D1
UTILITY DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
102
D1
FIRE HYDRANT INSTALLATION
All residential water service shall be installed in the center of the lot
All water and sanitary sewer service shall have a minimum
of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit.
No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet
Use type K copper for the service from the corporation stop to a minimum of 5 feet
up to and including the curb stop. The owner is responsible for service from the
The City is responsible for maintaining the water main, corporation stop, and service piping
Locate curb box and meter pit according to the approved utility drawings.
Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of
Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC,
unless otherwise approved by the Utility.
horizontal separation of ten feet.
No couplings allowed between curb stop and meter setting.
curb stop, including the outlet coupling to the building.
construction or use a tapping saddle.
in which case, use a tapping saddle.
GENERAL NOTES
9.
8.
4.
6.
7.
5.
WATER MAIN
3.
2.
1.
IN FACE OF CURB
CUT 4 INCH CROSS
CORPORATION STOP FOR
PAVEMENT
CURB STOP
CURB
BOX
66 INCH MAX.
54 INCH MIN.
CURB, GUTTER AND
SIDEWALK
DISTANCE VARIES 1 FT.
PROPERTY OR EASEMENT LINE
GRADE
FINAL LANDSCAPED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
D2
UTILITY DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
200
D2
CP TEST AND LOCATOR STATION BOX
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOT TO SCALE
201
D2
VALVE EXTENSION
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\Details\620-004_DETAILS.dwg LAYOUT NAME: D2 DATE: Jun 14, 2016 - 4:11pm 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
SIDE VIEW
D3
SITE DETAILS
A. Reese
B. Ruch
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
301 CURB AND GUTTER / SIDEWALK STANDARD DRIVEWAY APPROACH (TYPE I)
D3
302
D3
7 3/8" (L) 1 3/8"
17"
6"
3 3/8"
14"
FL
R 16"
R 16"
DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK
31"
See Drawing 1601
10 3/4"(L)
R 16"
DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK
18" 18"
3 3/8"
1 3/8"
6"
R 16"
FL
14"
6"
17"
1 1/2"
5' (L)
8 5/8" (F.C.)
7 1/4" F.C.
12" (F.C.)
Slope to curb 1/4"/Ft.
1' min. (F.C.)
48:1 min.
4:1 max.
Excavation
Fill
1' min.
2' min.
1/4"/Ft.
CURB & GUTTER IN A CUT OR FILL
DATE: 03/01/02
CURB AND GUTTER/SIDEWALK
URBAN AREA
D4
SITE DETAILS
A. Reese
B. Ruch
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
402
D4
PEDESTRIAN RAMP DETAIL
NOT TO SCALE
401
D4
SIDEWALK DETAIL
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
CONSTRUCTION
SIDEWALK DETAIL
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1602
DRAWING
REVISION DATE: 04/NO: 01/07 2
NOT TO SCALE
400
D4
STANDARD SIDEWALK
NOT TO SCALE
404
D4
TRUNCATED DOME WARNING FOR ACCESS RAMPS
NOT TO SCALE
6'
24"
6"
(TYP.)
24"
A A
12'
12"
12'
6"
\A1;6"
FLOW
FLOW
D5
DRAINAGE DETAILS
A. Reese
B. Ruch
N/A
NOT TO SCALE
500
D5
STORM BEDDING REQUIREMENTS
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CLASS B BEDDING
LOWER LIMIT OF
UNIFORM GRADED
CLASS A BEDDING
LOWER LIMIT OF
LOWER LIMIT OF
MATERIAL
TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS.
REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS,
SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS.
SUBDRAIN DETAIL
TRENCH WIDTH AS SPECIFIED
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
MACRUM RICHARD E JR
1904 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
LOCKOOD DEAANNA L
1908 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
MELBY LYNDA L
1912 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
COAN MARK A
1916 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
COLE SUSAN D
1920 WINTERBERRY WAY
FORT COLLINS,
CO 80526
1900 S. SHIELDS STREET
FORT COLLINS,
CO 80526
OWNER
MCCOY JOHN H/SHERRY P
1900 S. SHIELDS STREET
FORT COLLINS,
CO 80526
SS
SS SS SS
HILL POND ROAD
(60' PUBLIC RIGHT-OF-WAY)
(54' PUBLIC RIGHT-OF-WAY)
GILGALAD WAY
T
SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD
PROPOSED
OUTLET BASIN
PROPOSED
OUTFALL PIPE
PROPOSED
CONCRETE
COLLAR
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
MACRUM RICHARD E JR
1904 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
LOCKOOD DEAANNA L
1908 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
MELBY LYNDA L
1912 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
COAN MARK A
1916 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
COLE SUSAN D
1920 WINTERBERRY WAY
FORT COLLINS,
CO 80526
1900 S. SHIELDS STREET
FORT COLLINS,
CO 80526
OWNER
MCCOY JOHN H/SHERRY P
1900 S. SHIELDS STREET
FORT COLLINS,
CO 80526
HILL POND ROAD
(60' PUBLIC RIGHT-OF-WAY)
(54' PUBLIC RIGHT-OF-WAY)
GILGALAD WAY
T
SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD
IP
VTC
RS
RS RS
RS
RS
RS
PROPOSED
SIDEWALK CHASE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\Drng\620-004_EROS.dwg LAYOUT NAME: EC2 DATE: Jun 14, 2016 - 4:12pm CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [620-004_xEXST] [620-004_xGRAD] [620-004_xSITE] [620-004_xUTIL] [620-004_xTOPO]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
EC2
EROSION CONTROL DETAILS
A. Reese
A. Reese
N/A
VEHICLE CONTROL TRACKING PAD
NOT TO SCALE
COMPACTED BACKFILL
FLOW
SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO POST. D6461) ANCHORED IN
24" MIN
6' MAX
FLOW
TRENCH AND ATTACHED TO POST.
4"x4" TRENCH
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
18" MIN
24" MIN
42" MIN
POSTS
{\LPREASSEMBLED SILT FENCE}
JOIN FIRST
ROTATE SECOND
POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
HAS BEEN EXAGGERATED.
POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND.
{\LSILT FENCE JOINTS}
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE
BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE.
NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL
BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
{INSTALLATION NOTES:
}1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM
EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM
SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS
COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED
AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
\A1;4" MIN.
\A1;4" MIN.
{\C256;1 \H0.7x;\S1#2;\H1.429x;" x 1 \H0.7x;\S1#2;\H1.429x;" WOODEN FENCE POSTS}
COMPACTED BACKFILL
SILT FENCE
WATTLE INSTALLATION
NOT TO SCALE
%%UWATTLES - DETAIL A
FLOW
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE
THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A
HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE
NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN
STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE
STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE
THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY
HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE
STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A" WATTLE "B"
1' 2'
TYP.
1' 1'
%%UWATTLES - DETAIL B
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
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
NOT TO SCALE
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
NOT TO SCALE
01
EC2
02
EC2
04
EC2 05
EC2
06
EC2
SF
MANHOLE
ROCK BERM SHALL
2"x 4" WOOD STUD EXTENDED
INTO CONCRETE BLOCKS
WIRE ENCLOSED
1 1/2" WASHED ROCK CONCRETE
BLOCKS
CURB INLET
GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD
OVERFLOW
FILTERED
RUNOFF
%%uSECTION A-A
A
A
%%uPLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%%uSECTION B-B
%%uPLAN VIEW
B
B
ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
CURB AND GUTTER
BE PLACED TIGHTLY
AGAINST CURB FACE
GRAVEL FILTER
1/2" TO 1" BELOW TOP OF CURB
TUBULAR
MARKER
IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED.
TUBULAR
MARKER
TUBULAR
MARKER
\A1;3'
\A1;2'
CURB INLET
WIRE ENCLOSED
SETTLED
RUNOFF
GRAVEL FILTER
CURB INLET MANHOLE
{CURB INLET BLOCK AND GRAVEL FILTER
(INLET IN SUMP)}
INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE
INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED.
WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL
BE 48".
TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER
REMOVAL OF INLET PROTECTION IN STREETS.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN
5" MAX
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
CURB INLET PROTECTION
NOT TO SCALE
03
EC2
SF
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
RS
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
0-15
MATCHES SPECIFICATIONS FOR \A1;NO. {\H1x;4 COARSE 3/8}" AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL 0-5 BE FRACTURED FACE, ALL SIDES
ROCK SOCK
NOT TO SCALE
07
EC2
IP
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF
SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF
SF SF
SF
CWA
IP
IP
IP
IP
IP
IP
IP
LOT 18
LOT 6
LOT 16
LOT 17
LOT 1
LOT 5
LOT 3
LOT 15
LOT 7
LOT 13
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 14
TRACT B
TRACT A
LOT 2
LOT 4
TRACT B
TRACT B
TRACT B
TRACT B
SF
SF
SF
SF
SF
SF
SF
SF
SF
EC1
EROSION CONTROL PLAN
A. Reese
B. Ruch
1"=20'
FIELD SURVEY BY:
BENCHMARKS:
SILT FENCE SF
INLET PROTECTION IP
WATTLE PROTECTION W
ROCK SOCK RS
VEHICLE TRACKING PAD VTC
SF
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 2.18 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 CS2 OF THE UTILITY
PLAN SET FOR HILL POND RESIDENCES PREPARED BY NORTHERN
ENGINEERING DATED JUNE 15, 2016 FOR ADDITIONAL INFORMATION.
6. REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL
REPORT FOR HILL POND RESIDENCES" BY NORTHERN ENGINEERING, DATED
JUNE 15, 2016 FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
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:
CWA
CONCRETE WASHOUT AREA
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
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.
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\Drng\620-004_EROS.dwg LAYOUT NAME: EC1 DATE: Jun 14, 2016 - 4:12pm CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [620-004_xEXST] [620-004_xGRAD] [620-004_xSITE] [620-004_xUTIL] [620-004_xTOPO]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
ORIGINAL FIELD SURVEY: INTERMILL LAND SURVEYING, INC.
PROJECT NO. P-13-7461
DATE: OCTOBER 28, 2013
TABLE OF CONSTRUCTION
SEQUENCE AND BMP APPLICATION
Project: Hill Pond Residences
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.
Silt Fence (SF)
Permanent
Mulching/Sealant
Sewer Service
Water Service
Curb and Gutter
LEGEND:
4953
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
PROPOSED SUBDRAIN SD
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
PROJECT DATUM: NGVD 29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM)
CITY OF FORT COLLINS BENCHMARK 01-93
SOUTH SHIELDS ST. AT THE ENTRANCE TO ROLLAND MOORE PARK ,ON THE EAST
END OF A PLANTER ON TOP OF THE CURB.
ELEVATION = 5023.27
CITY OF FORT COLLINS BENCHMARK 29-92
APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE
NORTH END OF THE WEST BRIDGE PARAPET WALL.
ELEVATION = 5022.50
NOTE: IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.17'
EXISTING
ROLL-OVER
CURB & GUTTER
PROPOSED
SUBDRAIN
EXISTING
STORM INLET
A
B
C
PROPOSED
SIDEWALK
CHASE
B
1.46 ac
C
0.54 ac
A
0.18 ac
LOT 18
LOT 6
LOT 16
LOT 17
LOT 1
LOT 5
LOT 3
LOT 15
LOT 7
LOT 13
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 14
TRACT B
TRACT A
LOT 2
LOT 4
TRACT B
TRACT B
TRACT B
TRACT B
PROPOSED
SUBDRAIN
C
0.60 ac
LEGEND:
4953
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
DESIGN POINT A
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
1 1
BENCHMARK
PROJECT DATUM: NGVD 29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM)
CITY OF FORT COLLINS BENCHMARK 01-93
SOUTH SHIELDS ST. AT THE ENTRANCE TO ROLLAND MOORE PARK ,ON THE EAST END
OF A PLANTER ON TOP OF THE CURB.
ELEVATION = 5023.27
CITY OF FORT COLLINS BENCHMARK 29-92
APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE
NORTH END OF THE WEST BRIDGE PARAPET WALL.
ELEVATION = 5022.50
NOTE: IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.17'
NOTES:
1. REFER TO THE "FINAL DRAINAGE REPORT FOR HILL POND RESIDENCES" DATED
JUNE 15, 2016 BY NORTHERN ENGINEERING, DATED JUNE 15, 2016 FOR ADDITIONAL
INFORMATION.
BASIN
DESIGNATION
BASIN
AREA (AC)
PROPOSED PERMEABLE PAVERS
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
PROPOSED SUBDRAIN SD
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\Drng\620-004_DRNG.dwg LAYOUT NAME: DR1 DATE: Jun 14, 2016 - 4:11pm CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [620-004_xTOPO] [620-004_xEXST] [620-004_xSITE] [620-004_xGRAD] [620-004_xUTIL]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
DR1
DRAINAGE EXHIBIT
A. Reese
B. Ruch
1"=20'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
TRENCH WIDTH AS SPECIFIED
ROCK EXCAVATION
TRENCH WIDTH AS SPECIFIED
GRANULAR MATERIAL
UNSTABLE SUBGRADE
TRENCH WIDTH AS SPECIFIED
ROCK
1 1/2 IN.
COMPACTED
GRANULAR OR
TRENCH WALL
SLOPE
COMPACTED
MATERIAL GRANULAR
%%UNOTES:
2.
1.
6 IN. MIN.
4 IN. MIN.
\A1;1/8 PIPE O.D.
OR 4 IN. MIN.
SLOTTED PIPE
PERFORATED OR
GRAVEL
FILTER
BACKFILL
COMPACTED DENSELY
TRENCH WIDTH AS SPECIFIED
CLASS C BEDDING
TRENCH WIDTH AS SPECIFIED
\A1;1/4 PIPE O.D.
SLOPE
MATERIAL
COMPACTED
TRENCH DENSELY WALL
\A1;PIPE O.D. + 8 IN.
\A1;1/4 PIPE O.D.
MATERIAL
COMPACTED
DENSELY
SLOPE
TRENCH WALL
MATERIAL
\A1;PIPE O.D.
OR 6 IN. MIN.
\A1;1/8 PIPE O.D.
3000 CONCRETE P.S.I.
TRENCH WALL
LOWER LIMIT OF
UNIFORMLY
SELECTED GRADED
SLOPE
GRADED COMPACTED ROCK OR
MATERIAL
GRANULAR
COMPACTED
\A1;PIPE O.D.
TRENCH WALL
LOWER LIMIT OF
SLOPE
COMPACTED
DENSELY
FILTER
6 IN. MIN.
\A1;PIPE O.D.
\OR A1;4 1/IN. 8 PIPE MIN. O.D.
\A1;PIPE O.D.
BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC.
MATERIAL
LOWER LIMIT OF
TRENCH WALL
SLOPE
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STORMWATER BEDDING REQUIREMENTS
1/12/00 D-1
SKC
NOT TO SCALE
509
D5
PRIVATE UNDERDRAIN CLEANOUT
505
D5
DIMENSIONS FOR SLOTTED PVC PIPE
{NOTE}:
"SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS
IN THIS PLAN SET.
60%%D 90%%D 120%%D
A
\A1;C
\A1;D
\A1;B
SCREEN SLOT TABLE
A B C D E F
PIPE SIZE ROWS OF
SLOTS
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX.
SLOT/ROW
PER FOOT
APPROX.
SLOT
SPACING
OPEN AREA
PER FOOT
6" 3 (MIN.) - 6 (MAX.) 1.38"-2.35" 0.032" 14 1/2"-3/4" 1.98-3.15 SQ. IN.
NOT TO SCALE
NOT TO SCALE
501
D5
SIDEWALK CHASE
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
506
D5
TYPICAL INSTALLATION OPTIONS
4" MIN
EXTEND MIN. 6" INTO SUBGRADE
6"
12" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
VARIES
(REFER TO
STORM DRAIN
PLAN)
INTEGRATED DUCTILE IRON
FRAME & SOLID GRATE TO MATCH
BASIN O.D.
NOTES:
1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE
70-50-05
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
SEE DRAWING NO. 7001-110-065
4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS.
5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.
6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW)
2" MIN
Ø .375" MAX
SIDE VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
TOP 10" TO BE SOLID, WITHOUT PERFORATIONS
10" SOLID
TOP
NO PERFORATIONS
WITHIN 1" OF ADAPTORS
OPEN BOTTOM
(NO BOTTOM CAP)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\Details\620-004_DETAILS.dwg LAYOUT NAME: D5 DATE: Jun 14, 2016 - 4:11pm CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
NOT TO SCALE
503
D5
CONCRETE COLLAR
NOT TO SCALE
OUTLET BASIN A1
VARIABLE INVERT
HEIGHTS AVAILABLE
(7' MAX STRUCTURE HT)
WATER
FLOW
BASIN SUMP INSERT
NOTES:
1. REFER TO NYLOPLAST DETAIL 7001-110-298 FOR INSTALLATION GUIDELINES.
WATER
FLOW
TOP VIEW
VARIOUS TYPES OF INLET AND
OUTLET ADAPTERS AVAILABLE
UP TO 15" DIAMETER
24" NYLOPLAST WATER CONTROL STRUCTURE
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
®
PROVIDE OUTLET ORIFICE CAP
(4.5" DIAMETER OPENING
SOLID GRATE W/
SQUARE CONCRETE
COLLAR
502
D5
BACK OF CURB
EXTEND WALK 6"
ON BOTH SIDES
OF WALK
SIDEWALK
(TYP.)
3'
6"
VARIES VARIES
3'-3"
8'-6"
PLAN
3'-3"
3"A
A
C
B B
C
(TYP.)
(TYP.)
(TYP.)
3/8" BRASS SCREW 18"O.C.
EDGE OF
STREET
12" R SLOPE 12" R
WITH COUNTERSUNK HEAD
FLUSH WITH PLATE
5/8" GALV.
SECTION A-A
SECTION B-B
VARIES
6"
WITH COUNTERSUNK HEAD FLUSH
3/8" BRASS SCREW-18" O.C.
ANCHOR 18"
#3 REBAR
1"
6"
3"x2"x3/8"
GALV.
ANGLE
3'-0"
5/8"
GALV.
PLATE
2'-0"
1/4"
WITH PLATE
3"
6"
SLOPE PLATE TO
0.5%%% SLOPE (MIN.)
VARIES
DETAIL 1
2'-0"
O.C.
SEE DETAIL 1
2
1
2
1
5/8" GALV. VARIES, SEE
STEEL PLATE
3"x2"x3/8"
GALV. ANGLE
BACK OF
EDGE OF
STREET
CURB
SLOPE VARIES
PLANS
EXPANSION
EXPANSION MATERIAL
MATERIAL
SECTION C-C
DEPRESSED
\A1;VARIES
#4@12" O.C.
#4@12" #4@12"
GUTTER
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NBJ
1/28/09 D-10B
METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND DETACHED SIDEWALK
NOT TO SCALE
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.
508
D5
8" MIN. THICKNESS GUIDELINE
12" MIN WIDTH GUIDELINE
VARIES
(REFER TO
STORM DRAIN
PLAN)
NOTE: GRATE ELEVATIONS AND FINISHED GRADE ELEVATIONS DEPICTED HEREIN
REPRESENT THE TOP LEVEL OF FINISHED SURFACES, UNLESS OTHERWISE
NOTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ACCOUNT FOR
DOME HEIGHT, DEPTH OF COBBLE ROCK MULCH OR OTHER LANDSCAPE
SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE AND GRATE
ELEVATIONS ARE ACHIEVED.
DOME GRATE
3" TO 4" COBBLE/ROCK
SPECIFIED GRATE (PER LANDSCAPE PLAN)
ELEVATION ON PLANS
FINISHED GRADE
ELEVATION ON PLANS
507
D5
LANDSCAPE AREA DRAIN
NOT TO SCALE
12" MIN.
PROVIDE OUTLET ORIFICE CAP
(4.5" DIAMETER OPENING
GEOMEMBRANE LINER /
CONCRETE CONNECTION DETAIL
NOT TO SCALE
504
D5
PVC GEOMEMBRANE LINER NOTES:
1.THE PVC GEOMEMBRANE INSTALLER SHALL SUPPLY A DETAILED QA/QC MANUAL.
2.THE PVC MANUFACTURER OF THE ROLL GOODS FROM WHICH THE LINER IS FABRICATED MUST HAVE SUCCESSFULLY PRODUCED A MINIMUM OF 20,000,000 SQUARE FEET THAT MEETS
THE CURRENT PVC GEOMEMBRANE INSTITUTE (PGI) SPECIFICATIONS.
3.THE PVC GEOMEMBRANE FABRICATOR SHALL HAVE ASSEMBLED A MINIMUM OF 2,000,000 SQUARE FEET FOR CONTAINMENT PURPOSES. THE FABRICATOR WILL PROVIDE THE
MANUFACTURER'S CERTIFICATION THAT THE LINER MATERIAL MEETS THE MANUFACTURER'S SPECIFICATIONS. ADDITIONALLY, THE FABRICATOR, WITHIN A REASONABLE PERIOD OF TIME,
WILL PROVIDE COPIES FOR THE FACTORY SEAMING TEST LOGS THAT ARE APPROPRIATE TO THE PANELS BEING SHIPPED TO THE JOB SITE. EACH PANEL SHOULD HAVE A HISTORY OF
WHAT TESTS WERE PERFORMED AND WHAT THE TEST RESULTS WERE.
4.THE PVC GEOMEMBRANE INSTALLER SHALL HAVE INSTALLED A MINIMUM OF 1,000,000 SQUARE FEET OF PVC GEOMEMBRANE AND BE AN INTERNATIONAL ASSOCIATION OF
GEOSYNTHETICS INSTALLERS (IAGI) MEMBER, AND SHALL BE AN IAGI APPROVED INSTALLATION CONTRACTOR (AIC). THE GEOMEMBRANE INSTALLER SHALL DESIGNATE A CERTIFIED
WELDING TECHNICIAN. THE CERTIFIED WELDING TECHNICIAN SHALL BE PRESENT DURING ALL SEAMING OPERATIONS AND SHALL HOLD AN IAGI CERTIFIED WELDING TECHNICIAN (CWT)
CERTIFICATION IN BOTH EXTRUSION WELDING AND FUSION WELDING.
5.PROPOSED PANEL LAYOUT PLACEMENT DRAWINGS WILL BE PROVIDED TO THE ENGINEER AND/OR THE OWNER BY THE INSTALLER PRIOR TO MATERIAL BEING DELIVERED TO THE JOB
SITE. THE PROPOSED PANEL PLACEMENT SHOULD SHOW SEAM DIRECTION AND PANEL SIZES DRAWN TO SCALE.
6.FIELD WELDING SHALL BE PERFORMED IN ACCORDANCE WITH IAGI RECOMMENDATIONS. ONE HUNDRED PERCENT OF THE FIELD SEAMS ARE TO BE NON-DESTRUCTIVELY TESTED IN
THE FIELD, AS ARE PATCHES AND APPURTENANCES. THE MOST COMMON TYPE OF NON-DESTRUCTIVE SEAM TESTING IS THE AIR LANCE TEST (ASTM D4437). THE TESTING OF SEAMS
SHOULD BE WITNESSED BY A REPRESENTATIVE OF THE OWNER OR THE OWNER'S CONSTRUCTION QUALITY ASSURANCE REPRESENTATIVE. THE INSTALLER WILL BE ALLOWED TO
CONTINUE AIR LANCE TESTING IF THE OWNER'S REPRESENTATIVE OR CONSTRUCTION QUALITY ASSURANCE REPRESENTATIVE DECLINES TO WITNESS THE TESTING SO LONG AS
DETAILED RECORDS ARE KEPT AND SUPPLIED TO THE OWNER PRIOR TO COVERING THE LINER.
7.THE PVC GEOMEMBRANE INSTALLER SHALL MAINTAIN A LOG OF EACH DAY'S WORK. INCLUDED IN THE LOG WILL BE:
{·}DATE
{·}AMBIENT TEMPERATURE
{·}WEATHER CONDITIONS
{·}PANELS DEPLOYED
{·}FIELD SEAMS CONSTRUCTED
{·}SEAMING TECHNICIANS
{·}INSPECTIONS
·
·
·
·
·
·
·
403
D4
RESIDENTIAL LOCAL STREET ACCESS RAMPS
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\Details\620-004_DETAILS.dwg LAYOUT NAME: D4 DATE: Jun 14, 2016 - 4:11pm CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 702
DRAWING
6"
3'-9" (F.C.)
For Thickness
2' min. (L)
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
{NOTES:
}1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE "PRELIMINARY
GEOTECHNICAL INVESTIGATION PROPOSED HILLPOND PROJECT NORTH OF HILLPOND ROAD AND GILGALAD WAY, FORT COLLINS COLORADO
PROJECT NO. FC06692-115" DATED: SEPTEMBER 16, 2014, AND ANY SUBSEQUENT ADDENDA.
2.REFER TO PLANS BY OUTSIDE LA FOR ADDITIONAL HARDSCAPE INFORMATION.
3.FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PAVER SECTION AND INSTALLATION. (NOTE: SECTION SHALL MEET THE SAME STRUCTURAL
REQUIREMENTS AS 'HEAVY DUTY' ABOVE)
4.THE ENTIRE PERIMETER OF THE PERMEABLE PAVER AREAS SHALL RECEIVE SOME FORM OF EDGE RESTRAINT. FOLLOW MANUFACTURER'S RECOMMENDATIONS
AND DETAILS ON THIS SHEET.
5.NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY
WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT.
ASPHALT {
PAVEMENT SECTION}
HEAVY DUTY PAVING
7" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
8"
APPROVED
SUBGRADE
PAVING SECTIONS
(PRIVATE AREAS OUTSIDE ROW)
CONCRETE
{PAVEMENT SECTION }
6" CONCRETE
CONCRETE {
PAVEMENT SECTION }
5" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
{\LPERMEABLE PAVER SECTION }
2" BEDDING
SUB-BASE DEPTH VARIES 27"-39"
SUB-GRADE
{}" JOINTS
HAND TIGHT
4" BASE
AQUA-BRIC
(3{}" DEPTH)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\Details\620-004_DETAILS.dwg LAYOUT NAME: D3 DATE: Jun 14, 2016 - 4:11pm CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
NOT TO SCALE
308
D3
1"
6"
4 1/6" 2"
1 1/2"
1'-6" 6"
12"
PERMEABLE PAVER SECTION
W/ UNDERDRAIN
NOT TO SCALE
305
D3
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
DATE: 03/01/02
CURB AND GUTTER
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 701
DRAWING
\A1;24"
\A1;10"
\A1;2"
\A1;4"
\A1;23"%%P
FILTRAPAVE PAVER
(3{}" DEPTH)
CONCRETE/
ASPHALT
CDOT CLASS B GEOTEXTILE
SEPARATOR FABRIC
\A1;24"-36" \A1;SUBGRADE
SUB-BASE
COURSE (NO. 2)
BASE COURSE
(NO. 57)
BEDDING
COURSE
(NO. 8)
NOT TO SCALE
309
D3
PERMEABLE PAVER EDGE RESTRAINT
{\L24" EDGE RESTRAINT}
\A1;3" CLR
4000 PSI
CONCRETE
NOT TO SCALE
306
D3
PERMEABLE PAVER SECTION
(ABUTTING PAVEMENT) 307
D3
PVC PIPE BOOT
NOT TO SCALE
300 CURB AND GUTTER
D3
NOT TO SCALE
303
D3
PRIVATE OUTFALL VERTICAL CURB & GUTTER
(ON-SITE ONLY)
304 CURB AND GUTTER
D3
NOTES:
1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080
ALUMINUM CONSTRUCTION.
2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED
LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR
EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE.
3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF
NO PARKING AREA.
CONSTRUCTION
FIRE ACCESS ROAD SIGNS
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1418
DRAWING
REVISION DATE: 04/NO: 01/07 2
FIRE
LANE
NO
PARKING
BY ORDER OF THE
FIRE MARSHAL
STANDARD
FIRE LANE SIGN DETAIL
UNIVERSAL
FIRE LANE SIGN DETAIL
18"
2"
1 1/2"
3/4"
12" 12"
FIRE LANE
COLOR SCHEDULE
BACKGROUND
"P"
RED
WHITE
BLACK
LEGEND, CIRCLE DIAGONAL, BORDER,
"ARROW", "FIRE LANE"
(FORT COLLINS ONLY)
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
STREET
STREET
VALVE (TYPICAL)
HYDRANT SECONDARY
FIRE HYDRANT
(TYPICAL)
LOCATOR
STATION
PVC MAIN
TRACER WIRE
NOTES:
1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO
PREVENT MOVEMENT OF WIRE.
TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN
FOR LOCATOR STATION DETAILS SEE DETAIL 25
2.
3.
4.
800' MAXIMUM DISTANCE BETWEEN LOCATOR STATIONS
TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER.
SEE NOTE 4
(TYPICAL)
INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES)
WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE
USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
PVC WATER MAIN
TRACER WIRE DETAIL
30
4/11/11
6 6 6 6 6 6 6 6 6 6 6 6
6 6 6 6 6 6 6 6 6 6 6 6 6
6
NOT TO SCALE
206
D2
SERVICE WYE
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
BEDDING REQUIRMENTS
WW-1
NBJ
4/11/11
PLAN VIEW
CROSS VIEW
45 ELBOW
SERVICE WYE
8 IN. PVC SEWER PIPE
COMPACTED GRANULAR MATERIAL
AIR-TIGHT PLUG WITH
4 IN. X 4 IN. MARKER
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
LEAN CONCRETE
PVC SEWER PIPE
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
LEAN CONCRETE
o
20 MIN. o
45 MAX. o
TRENCH
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
4 IN. X 4 IN.
MARKER
AIR-TIGHT PLUG
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
SERVICE WYE DETAIL
WW-9
NBJ
4/11/11
NOT TO SCALE
204
D2
STANDARD MANHOLE
NOT TO SCALE
202
D2
PVC WATER MAIN TRACER WIRE
NOT TO SCALE
203
D2
BEDDING REQUIRMENTS
CP
TEST STATION
U
S
A
\A1;1 1/8"
7/16"
3 1/2"
7 5/16"
5/2" 8"
A
S
U
I
E
J
W
STATION
LOCATOR
LID PLAN VIEW
LID SECTION VIEW
VALVE BOX SECTION VIEW
9"
6 1/8"
10"
\A1;7 9/16"
2 1/16"
CLOSED PICKHOLE
(TYPICAL OPPOSITE
SIDE)
1/2" RAISED LETTERING
(RECESSED FLUSH)
REFERENCE SPECIFICATIONS 02622-2
THROUGH 02622-4 FOR LOCATOR
FOR CP TEST STATION INFORMATION.
REFERENCE SPECIFICATIONS 16640-5
STATION BOX INFORMATION.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
CP TEST AND LOCATOR STATION BOX
25
4/11/11
W
J
E
I
WHEN GREATER THEN 5 FT.
INCLUDE EXTENSION
VALVE EXTENSION DETAIL FOR VALVES
3. DO NOT PIN EXTENSION TO VALVE OPERATING NUT.
2. ONLY ONE EXTENSION WILL BE ALLOWED.
OPERATING NUT TO WITHIN 2 FT. OF SURFACE.
5 FT. DEEP WILL HAVE AN EXTENSION TO BRING
1. ANY VALVE THAT HAS OPERATING NUT OVER
NOTES:
GREATER THAN 5 FT. DEEP
VALVE
BONNET
EXTENTSION
OPERATING NUT
2 FT.
VALVE BOX
DO NOT PIN
VALVE BOX
ALIGMENT COLLAR
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
VALVE EXTENSION DETAILS
29
4/11/11
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
REMOVABLE
EXPANSION PLUG
HAND-COMPACTED
GRANULAR BACKFILL
2 FT. MIN.
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
DROP MANHOLE
WW-4
NBJ
4/11/11
205
D2
DROP MANHOLE
NOT TO SCALE
207 TYPICAL CLEANOUT DETAIL
D2
2.
1.
3.
SANITARY SEWER SERVICE CLEANOUTS SHALL BE INSTALLED AS NEAR AS PRACTICAL TO LOCATIONS IDENTIFIED ON PLANS.
CLEANOUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CODE.
CLEANOUT SHALL BE CONSTRUCTED SO THAT SURFACE LOAD WILL NOT BE TRANSFERRED TO MAIN
COMPACTED GRANULAR
ELBOW
MAIN GRADE AS REQ'D
VARIES
FLOW
SLOPE TO MATCH
MATERIAL
TOP OF ELBOW
BEDDING ZONE TO
FROM BOTTOM OF
& FITTINGS (TYP.)
PVC SDR 35 PIPE
OVER CLEANOUT
ACCESS COVER
HEAVY-DUTY
FINISHED GRADE
LANDSCAPED AREAS
NTS
{\LSANITARY SEWER CLEANOUT REQUIREMENTS:}
SLOPE TO MATCH
SRV. GRADE AS REQ'D
TRAFFIC/PAVED AREAS
NTS
CUT TO MATE
w/ BELL
FLOW
CONTINUATION
OF SEWER LINE
COUPLING
SRV. PIPE
VARIES
COMPACTED GRANULAR
PVC SDR 35 PIPE
& FITTINGS (TYP.)
FROM BOTTOM OF
BEDDING ZONE TO
TOP OF ELBOW
MATERIAL
PVC SLIP
VALVE BOX AND COVER W/
"SEWER" CAST INTO COVER
SCREW-ON WATER
TIGHT PLUG
2'x2'x6"
DEEP
CONCRETE
COLLAR
6"
MIN.
ELBOW
SANITARY SEWER PIPE
SANITARY SEWER PIPE
TYPICAL WATER SERVICE
11
4/12/11
1 1/2 INCH OR GREATER
CORPORATION STOP FOR 3/4
AND 1 INCH SERVICES
SERVICES
1 INCH SERVICES
NOT TO SCALE
100
D1
WATER MAIN BEDDING REQUIREMENTS
BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE.
GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW
INITIAL 12 IN. LIFT MIN.
PIPE O.D.
4 IN. MIN.
GRANULAR MATERIAL
BEDDING ZONE
%%UNOTE:
* INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH.
TRENCH WALL
LOWER LIMIT OF
SLOPING
TRENCH IN WIDTH SECTION AS 02221 SPECIFIED
*
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN BEDDING
REQUIREMENTS (DIP & PVC) 1
4/8/11
NOT TO SCALE
105
D1
SPRINKLER SYSTEM DETAIL
WATER MAIN
SEAT VALVE
RESILIENT
CAST IRON
VALVE BOX
CAST IRON
PER CITY OF FORT COLLINS AND AWWA SPECS.
ALL VALVES TO BE 8 MIL POLY WRAPPED. T-BOLTS, NUTS AND RODS
ALL VALVE BOXES TO BE OF CAST IRON CONSTRUCTION, TWO PIECE
TO BE TAR COATED BEFORE WRAPPED.
THREADED ADJUSTABLE DESIGN PER CITY OF FORT COLLINS SPECS.
VALVE BOX W\CAST IRON
LID MARKED "WATER"
ALL VALVES TO BE RESILIENT SEAT, EPOXY COATED INSIDE AND OUT
UNEXCAVATED
A EARTH
SECTION A-A
ASPHALT
A
HAND BACKFILL
AND IN TAMP 3" LAYERS
OPERATING NUT
BACKFILL IN 6"
LAYERS AND
TAMP
2" SQUARE
OPEN RIGHT
BACKFILL METHOD
DEPENDING ON
LOCATION
NOT TO SCALE
107
D1
VALVE ASSEMBLY BOX
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PIPE
SIZE BENDS TEE OR
DEAD
END
22 1/2%%D 45%%D 90%%D
6"
8"
12"
1.0
1.5
3.0
1.5
2.5
4.5
2.5
4.5
9.0
4.5
8.0
16.5
3.5
5.5
12.0
MINIMUM BEARING SURFACE AREA
(SQ. FT.)
Bearing surface areas shown in chart are minimum.
All fittings to be wrapped with polyethylene.
Pipe installed under conditions different from those
normally encountered shall require thrust blocks
designed for those particular conditions.
Thrust blocks on pipe larger than 16 inches diameter
shall be designed for conditions existing at the
installation site.
Refer to Section 03300 for concrete requirements.
1.
2.
3.
4.
5.
GENERAL NOTES:
UNDISTURBED
SOIL
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BOND BREAKER
POLYETHYLENE BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BEARING
SURFACE
SOIL
UNDISTURBED
BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
BEDDING
MATERIAL
2/3 DIA.
%%UTEE
%%UTYPICAL BEND
%%UTYPICAL CROSS-SECTION
%%UDEAD END
BEARING SURFACES ARE A MINIMUM REQUIREMENT
AND DO NOT RELIEVE DESIGN ENGINEER OF
RESPONSIBILITY TO DESIGN EACH THRUST BLOCK.
16" 4.8 9.6 18.9 34.7 24.5
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD CONCRETE
THRUST BLOCKS
2
4/8/11
NOT TO SCALE
101
D1
STANDARD THRUST BLOCK
NOT TO SCALE
106
D1
STANDARD INTERIOR WATER METER
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\Details\620-004_DETAILS.dwg LAYOUT NAME: D1 DATE: Jun 14, 2016 - 4:11pm CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
103
D1
TYPICAL WATER SERVICE
ALL JUNCTION BOXES MUST BE INSTALLED NO MORE THAN 96 INCHES ABOVE THE FLOOR AND HAVE OPEN
PROVIDE CLEAR AND UNOBSTRUCTED 2 FT. BY 2 FT. MINIMUM ACCESS TO THE COPPERHORN AND SHUTOFF
(IF REQUIRED BY PLUMBING CODE)
PRESSURE REDUCING VALVE
METERS SHALL NOT BE INSTALLED IN CRAWL SPACES.
JUNCTION BOXES SHALL NOT BE INSTALLED IN ATTICS OR CRAWL SPACES.
A SECURE SUPPORT IS REQUIRED FOR COPPERHORNS.
COPPERHORNS WILL BE INSTALLED SO THAT METERS ARE IN A HORIZONTAL POSITION.
5.
7.
6.
4.
3.
2.
GENERAL NOTES:
1.
STANDARD 2 IN. DEEP RECESSED
(SUGGESTED METHOD)
FOR WATER SERVICE LINES
SUPPORT OR BRACING REQUIRED
WATER SERVICE
TO INLET AND OUTLET OF COPPERHORN
SHUT-OFF VALVES WITH HANDLES ATTACHED
(VERTICAL INSTALLATION RECOMMENDED)
AND 48 IN. TO 66 IN. ABOVE FINAL GRADE
MOUNT WITHIN 4 FT. OF ELECTRIC METER
ELECTRIC BOX (SEE NOTES 2 & 3)
1/2 IN. OR LARGER ELECTRICAL
CONDUIT (SEE NOTE 2)
(SEE NOTE 4)
COPPERHORN
3 IN. MIN. FROM WALL
NOT TO SCALE
48 IN. MAX. FROM
BASEMENT FLOOR
SAME SIDE AS THE ELECTRIC METER AND TERMINATED WITHIN 6 INCHES OF THE COPPERHORN. NO FLEXIBLE
ELECTRICAL CONDUIT WILL BE 1/2 INCH OR LARGER ELECTRICAL METALLIC TUBING ONLY, INSTALLED IN
CONFORMANCE WITH ARTICLES 347 AND 348 OF THE CURRENT NATIONAL ELECTRIC CODE. CONDUIT MAY
NOT EXTEND MORE THAN 75 FEET BETWEEN JUNCTION BOXES. CONDUIT WILL BE CONNECTED TO A RECESSED
EXTERIOR ELECTRICAL BOX MOUNTED WITHIN 1 FOOT OF THE FRONT CORNER OF THE STRUCTURE ON THE
VALVES.
PVC CONDUIT ALLOWED.
ACCESS.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD INTERIOR SETTING FOR
3/4 IN. AND 1 IN. WATER METERS 14
4/11/11
NOT TO SCALE
NOT TO SCALE
104
D1
TRAFFIC-RATED CURB STOP INSTALLATION
FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN
WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT.
NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING
GATE VALVE
RESILIENT SEAT
POLYETHYLENE
8 MIL SHEET OF
MUST REMAIN CLEAR OF
24 INCH MIN.
CONCRETE BLOCK
(REF. SECTION 02644)
THRUST BLOCK
12 IN.
POLYETHYLENE.
JOINTS
RESTRAINED
(REF. SECTION 02644)
HYDRANT GRAVEL
6 INCH DIA. PIPE
OBSTRUCTIONS
%%UNOTES
18 IN.
0.1 FT.-0.2 FT.
FLOW-FILL
12 IN.
OR BACK OF CURB
EDGE OF SIDEWALK
HYDRANT DRAIN OPENINGS
MINIMUM
30 INCHES
66 INCHES
54 INCHES
MAXIMUM
MINIMUM
LOCATOR STATION
(SEE DETAIL 25)
WATROUS PACER 250
NUMBER A-423 OR
MUELLER HYDRANT
22 IN.
18 IN. to
THRUST BLOCK
SWIVEL TEE
SECTION 02641)
MAIN ONLY)
(PVC WATER
TRACER WIRE
(REFERENCE
VALVE BOX
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
FIRE HYDRANT INSTALLATION
3
4/8/11
DESIGNATED SPRINKLER SERVICE
FLOW
5 FT. MIN.
METER
PIT
AIR-INJECTION PORT
(TOP OF PIPE MAX. 3/8"
PIT
METER
5 FT. MIN.
FLOW
SPRINKLER TAP OFF DOMESTIC SERVICE
SERVICE MAIN
VACUUM BREAKER
VACUUM BREAKER
(FROM OUTLET SIDE OF
METER PIT TO
SHUT-OFF VALVE TEE)
IRRIGATION SHUT-OFF VALVE
AIR-INJECTION
PORT DOWNSTREAM OF
VACUUM BREAKER
SPRINKLER TEE)
METER PIT TO
(FROM OUTLET SIDE OF
(STOP AND WASTE VALVE NOT PERMITTED)
IRRIGATION SHUT-OFF VALVE
(STOP AND WASTE VALVE NOT PERMITTED)
DIA. WITH CAP OR PLUG)
AIR-INJECTION PORT
(TOP OF PIPE MAX. 3/8"
DIA. WITH CAP OR PLUG)
(3/4" OR LARGER
RECOMMENDED)
RECOMMENDED)
(3/4" OR LARGER
PORT DOWNSTREAM OF
VACUUM BREAKER
AIR-INJECTION
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
SPRINKLER SYSTEM DETAIL
13
4/11/11
PROPOSED
4.5' SIDEWALK
PROPOSED
4.5' SIDEWALK
EXISTING VERTICAL
CURB & GUTTER
EXISTING ROLL-OVER
CURB & GUTTER
PROPOSED
SUBDRAIN
DISCHARGE
BASIN (TYP.)
AREA DRAIN
(TYP.)
PROPOSED
SUBDRAIN
AREA DRAIN
(TYP.)
AREA DRAIN
(TYP.)
DISCHARGE
BASIN (TYP.)
DISCHARGE
BASIN (TYP.)
8" PVC DRAIN (TYP.)
OUTLET BASIN w/
PVC BOOT
PERMEABLE
PAVERS
PERMEABLE
PAVERS
8" PVC DRAIN (TYP.)
8" PVC DRAIN (TYP.)
PROPOSED
SUBDRAIN
GEOMEMBRANE
LINER
GEOMEMBRANE
LINER
GEOMEMBRANE
LINER
GEOMEMBRANE
LINER
GEOMEMBRANE
LINER
GEOMEMBRANE
LINER
GEOMEMBRANE
LINER
GEOMEMBRANE
LINER
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\Grad\620-004_SUBGRAD.dwg LAYOUT NAME: G2 DATE: Jun 14, 2016 - 4:10pm CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [620-004_xEXST] [620-004_xTOPO] [620-004_xSITE] [620-004_xUTIL] [620-004_C3D_Subgrade] [620-004_C3D_Proposed]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
G2
SUBGRADE PLAN
A. Reese
B. Ruch
1"=20'
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:
PROPOSED SUBGRADE SPOT ELEVATION 33.43
PROPOSED SUBGRADE 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 FISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF FORT COLLINS
STORMWATER UTILITY A MINIMUM OF ONE WEEK IN ADVANCE SO AS TO ALLOW FOR FIELD
OBSERVATION AND DOCUMENTATION OF THE FOLLOWING DETENTION SYSTEM ITEMS IN
THE PERMEABLE PAVER AREA:
- COMPACTION OF SUBGRADE
- INSTALLATION OF GEOTEXTILE FABRIC
- INSTALLATION OF UNDERDRAIN
- PLACEMENT AND COMPACTION OF SUB-BASE MATERIAL
- INSTALLATION OF EDGE RESTRAINT(S)
- PLACEMENT AND COMPACTION OF BASE MATERIAL
- PLACEMENT OF SETTING BED
- PLACEMENT OF UNIT PAVERS
- PLACEMENT AND SWEEPING OF JOINT FILLER
5. DETENTION STORAGE SUBGRADE AREAS ARE TO BE FIELD SURVEYED BY A LICENSED
PROFESSIONAL. THE DESIGN ENGINEER MUST CONFIRM THE SUBGRADE ELEVATIONS
AND DIMENSIONS, AND THE GEOTECHNICAL ENGINEER MUST CONFIRM COMPACTION,
PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC, SUB-BASE, OR ANY OTHER MATERIAL.
6. EDGE RESTRAINTS AND CURBS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR OR
THE EARTHWORK CONTRACTOR PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC AND
SUB-BASE.
7. INSTALLATION OF PERMEABLE INTERLOCKING CONCRETE PAVEMENT (PICP) SYSTEM
SHALL FOLLOW THE GUIDELINES OF ICPI TECH SPEC NO. 18 AND FULL ICPI
SPECIFICATIONS. WORK SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR.
QUALIFIED CONTACTOR SHALL MEAN AN ICPI 'CERTIFIED PAVER INSTALLER' HOLDING A
CURRENT PICP SPECIALIST DESIGNATION.
8. GENERAL CONTRACTOR SHALL CONVENE A PRE-CONSTRUCTION MEETING TO ENSURE
THAT ALL SUBCONTRACTORS HAVE AN UNDERSTANDING OF HOW THE PICP SYSTEM IS
INTENDED TO FUNCTION. CONTRACTOR SHOULD DISCUSS THE PROPOSED SEQUENCE
OF CONSTRUCTION AND IDENTIFY ACTIVITIES THAT MAY REQUIRE PROTECTION OF THE
PERMEABLE PAVEMENT SYSTEM.
9. EXCAVATION OF SUBGRADE SHALL NOT COMMENCE UNTIL AFTER THE
PRE-CONSTRUCTION MEETING. PRIOR TO PLACING THE SUB-BASE AGGREGATE, THE
UPPER 12 INCHES OF THE SUBGRADE MATERIALS AT THE BASE OF THE SUB-EXCAVATION
SHOULD BE SCARIFIED, MOISTURE CONDITIONED, AND RECOMPACTED TO AT LEAST 95%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AT MOISTURE CONTENTS WITHIN 0
TO 3 PERCENTAGE POINTS ABOVE OPTIMUM. THE GEOTECHNICAL ENGINEER SHALL
OBSERVE SUBGRADE PREPARATION AND PROVIDE APPLICABLE TESTING AND
REPORTING.
10. THE CONTRACTOR SHOULD PROVIDE SLACK IN GEOTEXTILE FABRIC TO ENSURE PROPER
INSTALLATION AND AGGREGATE PLACEMENT WITHOUT DAMAGE. PROVIDE SUFFICIENT
SLACK SO THE FABRIC IS NOT TORN WHEN ROCK IS PLACED. IF TEARS ARE SEEN OR
DISCOVERED, REPAIR THEM AS RECOMMENDED BY MANUFACTURER WITH NO LESS THAN
18 INCHES OF OVERLAP ON ALL SIDES OF THE TEAR.
11. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION,
PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE
PERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE
PERMEABLE PAVEMENT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT
AWAY FROM THE PAVEMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL
SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT
RUN-ON TO THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE COVERING AREAS
OF THE PAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND
PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE.
12. THE CONTRACTOR SHOULD CONSIDER PLACING THE WEARING COURSE AFTER FINE
GRADING AND LANDSCAPING IN ADJACENT AREAS IS COMPLETE. IF THE WEARING
COURSE BECOMES CLOGGED DUE TO CONSTRUCTION ACTIVITIES, CLEAN THE SURFACE
WITH A VACUUM MACHINE TO RESTORE THE INFILTRATION RATE AFTER CONSTRUCTION
IS COMPLETE.
13. BASE BID PAVERS SHALL BE FILTRAPAVE BY BORGERT PRODUCTS IN THE 'MINNESOTA
RIVER' THREE-COLOR BLEND. DEFAULT LAYING PATTERN SHALL BE 45° HERRINGBONE
WITH AN UNCUT SAILOR OR SOLDIER COURSE ALONG THE ENTIRE PERIMETER. CONFIRM
PAVER TYPE, COLOR, AND PATTERN WITH OWNER AND LANDSCAPE ARCHITECT PRIOR TO
PURCHASING. CONTRACTOR SHALL PROVIDE ALTERNATE PRICING TO DELINEATE
PARKING STALL STRIPING IN THE FORM OF UNIT PAVERS OF A CONTRASTING COLOR
(E.G., 'PEWTER').
14. CONTRACTOR SHALL PROVIDE A 2% TO 3% OVERSTOCK OF UNCUT PAVERS TO THE
OWNER FOR USE IN FUTURE REPAIRS AND REPLACEMENT.
15. ALL CUT PAVERS USED MUST BE AT LEAST 40% OF THEIR FULL, UNCUT SIZE.
16. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO
CONSTRUCTION TO FULLY UNDERSTAND THE EXISTING AND PLANNED FUTURE UTILITIES
WITHIN THE FORMER SCOTT AVENUE CORRIDOR. PROVISIONS SHOULD BE MADE TO
MINIMIZE FUTURE DISTURBANCE TO THE PERMEABLE PAVER SYSTEM. THIS MAY INCLUDE
PLACING UTILITIES UNDER OR AROUND THE SUB-BASE SECTION, OR PROVIDING
SUFFICIENT CONDUITS AS THE AGGREGATE COURSES ARE BEING INSTALLED. ALL
PENETRATIONS THROUGH CONCRETE WALLS SHALL RECEIVE Z-LOK BOOT CONNECTOR
(OR APPROVED EQUAL).
NOTES:
2.0%%%
EXISTING SPOT ELEVATION
PROPOSED UNDERDRAIN
PROPOSED PVC STORM
PROPOSED EDGE RESTRAINT
UD
PROPOSED FINISHED GRADE SPOT ELEVATION 33.43
(33.43)
SUB
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
PERMEABLE PAVER DOWNSPOUT DISCHARGE
EXTEND
CDOT CLASS B
GEOTEXTILE
24"-36"
PERMEABLE PAVER OUTFALL
TM
NOTE:
1. CONTRACTOR TO PROVIDE GEOFABRIC CLOAKING AROUND OUTLET PIPE IN ADDITION TO
GEOTEXTILE LINER.
SUB-BASE
COURSE
BASE COURSE
BEDDING COURSE
FILTRAPAVE PAVER
24" CONCRETE
EDGE RESTRAINT
PVC OUTFALL PIPE
CDOT CLASS B
GEOTEXTILE
SEPARATOR
FABRIC
PIPE BOOT
TM
NOT TO SCALE
TYPICAL PAVER SECTION AT UNDERDRAIN
6" SLOTTED UNDERDRAIN
SUB-BASE
COURSE
BASE COURSE
BEDDING COURSE
FILTRAPAVE PAVER
SUBGRADE
FINISHED GRADE
ELEVATION
SUBGRADE
ELEVATION
OUTLET BASIN
HILL POND ROAD
(60' PUBLIC RIGHT-OF-WAY)
(54' PUBLIC RIGHT-OF-WAY)
GILGALAD WAY
T
(8.64)
(8.37)
FFE=14.13
FFE=14.13
FFE=14.74
FFE=14.74
FFE=14.36
FFE=14.36
FFE=14.48
FFE=14.48
FFE=14.84
FFE=14.84
FFE=15.20
FFE=15.20
FFE=15.17
FFE=15.07
FFE=14.85
FFE=14.65
13.00
14.50
14.85
15.17
14.67
14.67
15.07
14.40
14.19
14.19
14.19
14.22
13.98
14.65
14.15
13.92
13.97
14.74
14.12 14.16
13.71
13.76
13.91
13.72
13.69
14.02
14.94
14.29
14.31
14.32
14.28
13.92
13.99
14.06
14.11
9.30
11.25
13.30
14.13
14.47
14.52
14.81
14.81
13.56
13.56
13.90
13.90
13.13
11.73
13.01
14.05
14.13
11.13
11.13
13.81
14.13
14.13
13.63
13.63
14.74
14.74
14.74
14.74
14.24
14.24
14.04
14.36
14.36
14.03
14.03
14.03
14.36
13.70
13.70
14.48
14.16
14.48
14.15
14.15
14.15
14.48
14.48
13.82
13.82
14.84
14.51
14.51
14.51
14.84
14.18
14.18
14.84
15.20
15.20
14.88
14.54
14.54
14.87
14.87
14.87
(13.57)
(8.95)
(9.63)
(9.84)
(9.65)
(9.61)
(10.04)
(9.31)
10.05
9.45
(11.47)
(12.53)
(13.02)
(12.99)
(13.30)
8.48
8.64
FFE=15.17
FFE=14.65
14.52
14.56
14.20
14.65
15.17
14.37
14.15
11.74
14.00
14.67
14.83
14.41
14.28
14.86
SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD
12.54
13.62
13.90
4.9%
5:1
3:1
8:1
10:1
4:1
0.7%
0.7%
0.7%
0.7%
0.7%
0.6%
6.9%
0.7%
0.7%
0.5%
0.5%
0.5%
1.5%
0.9%
1.5%
1.7%
1.9%
0.6%
1.2%
10:1
14.40
14.61
14.40
15.07
14.28
14.40
14.19
9.19
(8.45)
(8.70)
14.85
14.32
14.27
8.87
8.66
14.65
14.45
14.29
14.58
14.74
13.67
13.13
14.13
14.65
14.19
14.91
15.17
9.42
9.33
9.99
9.41
9.25
10.04
12.22
11.96
9.01
8.86
9.47
(8.66)
(8.47)
(7.78)
(7.79)
(7.77)
(8.00)
(9.2%)
(13.2%)
(5.6:1)
14.21
14.85
13.22
13.54
13.58
13.17
12.94
14.42
5.0%
5.8%
9.06
13.99
13.99
14.38
14.49
10.96
10.95
10.90
10.55
9.81
9.17
11.43
11.35
10.92
10.17
10.47
6:1
13.37
14.02
13.63
14.33
14.60
14.19
14.65
13.98
LOT 18
LOT 6
LOT 16
LOT 17
LOT 1
LOT 5
LOT 3
LOT 15
LOT 7
LOT 13
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 14
TRACT B
TRACT A
LOT 2
LOT 4
TRACT B
TRACT B
TRACT B
TRACT B
14.13
13.63
13.63
14.24
14.24
14.67
14.67
14.45
14.23
14.15
14.15
14.87
14.87
14.51
14.51
14.15
14.15
14.19
14.03
11.74
11.74
11.13
13.83
(8.38)
(9.12)
(9.07)
(10.10)
(9.70)
13.42
13.70
13.74
PROPOSED
18" VERTICAL
CURB & GUTTER
PROPOSED
18" VERTICAL
CURB & GUTTER
PROPOSED
18" VERTICAL
CURB & GUTTER
PROPOSED
18" VERTICAL
CURB & GUTTER
EXISTING TREE
TO REMAIN (TYP.)
PROPOSED
RAMP
PROPOSED
CONCRETE
DRIVEWAY
PROPOSED
4.5' SIDEWALK
PROPOSED
4.5' SIDEWALK
RETAINING WALLS
(RE: LANDSCAPE
PLANS)
EXISTING TREES
TO REMAIN
EXISTING TREES
TO REMAIN
EXISTING VERTICAL
CURB & GUTTER
EXISTING ROLL-OVER
CURB & GUTTER
EXISTING TREE TO REMAIN.
CONTRACTOR TO EXERCISE CAUTION
WHILE WORKING AROUND TREE
AND SHALL KEEP DISTURBANCE
OF ROOTS TO MINIMUM.
1-6" STEP
13.94
13.94
13.94
13.56
13.46
13.58
13.68
13.74
14.02
14.08
14.38
14.32
14.44
14.70
13.94
13.52
13.52
9.99
30" RETAINING WALL
(RE: LANDSCAPE
PLANS)
14.55
17.19
14.69
19.78
16.78
19.82
16.82
18.79
15.79
17.46
14.46
16.96
13.96
13.18
12.93
12.91 14.16
15.59
13.59
16.27
14.27
16.52
14.60
16.51
14.51
16.48
14.49
14.61
14.40
13.88
13.04
12.65
12.41
11.96
(11.06)
13.93
14.31
14.43
14.48
14.33
13.98
13.98
13.98
13.65
13.10
14.06
13.87
EXPOSED
FOUNDATION
14.00
14.50
14.85
14.57
14.73
14.52
14.11
14.61
15.00
14.61
14.18
15.00
14.32
14.48
1.0%
3.6%
1.2%
1.5%
5.7%
12.58
14.93
14.78
14.54
14.58
14.77
15.06
14.32
14.42
14.18
14.10
14.17
14.70
14.41
13.91
13.31
14.60
13.78
14.24
14.22
14.22
14.48
14.58
14.58
14.84
15.04
14.94
14.94
15.20
14.36
14.10
14.10
14.36
13.88
14.04
14.36
14.53
14.46
14.62
14.74
14.37
14.25
14.02
14.00
13.93
13.86
13.78
13.66
14.09
14.04
14.39
14.24
13.95
13.17
10.66
13.17
10.66
13.50
11.04
13.50
12.54
10.16
13.68
13.27
14.23
14.50
14.04
13.85
13.87
13.77
13.66
13.59
14.13
EXPOSED
FOUNDATION
RETAINING WALL
(RE: LANDSCAPE
PLANS)
RETAINING WALL
(RE: LANDSCAPE
PLANS)
EXPOSED
FOUNDATION
13.16
13.32
RETAINING WALL
(RE: LANDSCAPE
PLANS)
13.92
13.73
13.71
13.79
13.90
13.98
14.05
14.26
14.37
14.60
14.86
14.65
15.07
14.91
15.17
15.01
14.85
15.17
14.71
15.20
14.87
14.71
15.20
14.87
14.40
14.92
15.20
14.48
14.48
14.71
14.74
14.68
2.9%
1.5%
1.1%
1.0%
2.0% 1.8%
1.5%
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. PROPOSED CURB LIP SHALL MATCH EXISTING ASPHALT ON SPRINGFIELD DRIVE TO
ENSURE EXISTING STREET CROSS-SLOPES AND FLOWLINE GRADES MATCH
EXISTING CONDITION.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED UNDERDRAIN
PROPOSED PVC STORM
ELECTRIC TRANSFORMER
PROPOSED OUTFALL VERTICAL
CURB AND GUTTER
PROPOSED SWALE
SD
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\Grad\620-004_GRAD.dwg LAYOUT NAME: G1 DATE: Jun 14, 2016 - 4:10pm CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [620-004_xEXST] [620-004_xTOPO] [620-004_xSITE] [620-004_xGRAD] [620-004_xUTIL] [620-004_C3D_Proposed]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
G1
GRADING PLAN
A. Reese
B. Ruch
1"=20'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
LOT 4
TRACT B
SSMH A2-1
STA 10+00.00
N: 121819.69
E: 190417.36
SSMH A2-1.1
STA 10+60.98
N: 121804.69
E: 190358.26
SANITARY LINE A2
SEE SHEET SS1
SANITARY LINE A
SEE SHEET SS1
SANITARY LINE A3
SEE THIS SHEET
EXISTING 8"
SANITARY
8" PVC WATER
8" PVC WATER
6" SLOTTED
PVC SUBDRAIN
6" SLOTTED
PVC SUBDRAIN
S S S S
W W W W
S
S
S
S
W
W W
S
W
SD
SD SD
SD
SD SD SD
SD
SD
W
S
W
SD
SD
SD
W
SSMH A3-1
STA 10+91.05
N: 121795.09
E: 190320.43
91.05 LF 8" PVC @ 0.50%
SSMH A3
STA 10+00.00
N: 121883.34
E: 190298.03
6" SLOTTED
PVC SUBDRAIN
8" PVC WATER
LOT 1
LOT 3
LOT 11
LOT 10
LOT 9
LOT 8
TRACT A
LOT 2
TRACT B
SANITARY LINE A2-1
SEE THIS SHEET
8" PVC WATER
8" PVC WATER
SANITARY LINE A
SEE SHEET SS1
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
11+00 10+00 9+75
SSMH A2-1.1
STA 10+60.98
RIM 5013.8±
INV. OUT 5005.23 (E)
60.98 LF 8" PVC @ 1.00%
SSMH A2-1
STA 10+00.00
RIM 5013.6±
INV. IN 5004.62 (S)
INV. IN 5004.62 (W)
INV. OUT 5004.42 (N)
EXISTING GROUND
PROPOSED GROUND
STA.=10+14.97
INV.= 5009.51
6" SUBDRAIN
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
9+75 10+00 11+00 11+25
EXISTING GROUND
PROPOSED GROUND
6" SUBDRAIN
STA.=10+12.05
INV.= 5010.33
SSMH A3-1
STA 10+91.05
RIM 5014.0±
INV. OUT 5005.32 (N)
91.05 LF 8" PVC @ 0.50%
SSMH A3
STA 10+00.00
RIM 5014.4±
INV. IN 5004.86 (W)
INV. IN 5004.86 (S)
INV. OUT 5004.66 (E)
8" WATER
STA.=10+07.00
TOP=5009.88
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\Util\620-004_SAN.dwg LAYOUT NAME: SS2 DATE: Jun 14, 2016 - 4:09pm CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [620-004_xEXST] [620-004_xUTIL] [620-004_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.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
SS2
PLAN AND PROFILE
SANITARY SEWER A2-1 & A3 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
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
NORTH
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
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
SANITARY SEWER LINE A3
PROPOSED RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED SUBDRAIN
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 & SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. ALL MULTI-FAMILY WATER SERVICES TO BE 11
2". ALL MULTI-FAMILY SEWER SERVICES
TO BE 4". SEWER SIZE TO BE CONFIRMED WITH PLUMBING ENGINEER PRIOR TO
CONSTRUCTION.
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.
9. IF CLEAN-OUT IS LOCATED IN PAVED AREA, CLEAN-OUT SHALL BE TRAFFIC RATED.
W
G
T
E/T/C
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC/TELEPHONE/GAS
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE & CURB STOP
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H YD
EASEMENT LINE
PROPERTY BOUNDARY
SD
PROPOSED LOTLINE
APPROXIMATE GAS METER LOCATION GM
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
W
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
SANITARY SEWER LINE A2-1
PROPOSED STREET LIGHT
6" SLOTTED
PVC SUBDRAIN
8" PVC WATER
N:122032.26
E:190478.43
N:121952.27
E:190163.38
LOT 16
LOT 15
LOT 7
LOT 13
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 14
TRACT A
TRACT B
TRACT B
TRACT B
SSMH A2
STA 11+14.26
N: 121907.90
E: 190395.06
100.10 LF 8" PVC @ 0.70%
SANITARY LINE A2
SEE THIS SHEET
8" PVC WATER
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
13+00 12+00 11+00 10+00 9+75
EXISTING GROUND
PROPOSED GROUND
SSMH A3
STA 12+14.36
RIM 5014.4±
INV. IN 5004.86 (W)
INV. IN 5004.86 (S)
INV. OUT 5004.66 (E)
SSMH A1
STA 10+00.00
RIM 5009.0±
INV. IN 4999.39 (S)
INV. IN 4999.59 (W)
114.26 LF 8" PVC @ 3.65%
SSMH A2
STA 11+14.26
RIM 5013.9±
INV. IN 5003.96 (W)
INV. IN 5003.96 (S)
INV. OUT 5003.76 (E)
100.10 LF 8" PVC @ 0.70%
65.14 LF 8" PVC @ 2.00%
SSMH A4
STA 12+79.50
RIM 5014.7±
INV. OUT 5006.17 (E)
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
9+75 10+00 11+00 11+50
SSMH A2-2
STA 11+27.03
RIM 5013.4±
INV. OUT 5004.80 (N)
SSMH A2
STA 10+00.00
RIM 5013.9±
INV. IN 5003.96 (W)
INV. IN 5003.96 (S)
INV. OUT 5003.76 (E)
90.98 LF 8" PVC @ 0.50%
SSMH A2-1
STA 10+90.98
RIM 5013.6±
INV. IN 5004.62 (S)
INV. IN 5004.62 (W)
INV. OUT 5004.42 (N)
36.05 LF 8" PVC @ 0.50%
STA.=10+11.98
INV.= 5009.98
6" SUBDRAIN
8" WATER
STA.=10+06.89
TOP=5009.45
EXISTING GROUND
PROPOSED GROUND
O
S
W
W
W
W W
SS
SS
SS SS SS
S
S S
W W W
W
W
S
S
S S
W
S S
W
W
SD SD SD SD
SD
SD
SD
SD
S
W
SD SD
W W
GILGALAD WAY
SSMH A2-2
STA 11+27.03
N: 121784.75
E: 190426.23
36.05 LF
8" PVC
@ 0.50%
8" PVC WATER
N:121657.20
E:190403.09
N:121657.45
E:190421.88
N:121732.52
E:190493.33
N:121716.22
E:190479.40
LOT 18
LOT 16 LOT 17
LOT 1
LOT 13 LOT 15
LOT 12
LOT 11
LOT 10
TRACT A TRACT B
LOT 2
SSMH A2
STA 10+00.00
N: 121907.90
E: 190395.06
SSMH A2-1
STA 10+90.98
N: 121819.69
E: 190417.36
90.98 LF 8" PVC @ 0.50%
SANITARY LINE A
SEE THIS SHEET
SANITARY LINE A2-1
SEE SHEET SS2
8" PVC WATER
EXISTING
8" SANITARY
6" SLOTTED
PVC SUBDRAIN
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\Util\620-004_SAN.dwg LAYOUT NAME: SS1 DATE: Jun 14, 2016 - 4:09pm CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [620-004_xEXST] [620-004_xUTIL] [620-004_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.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
SS1
PLAN AND PROFILE
SANITARY SEWER A & A2 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
SANITARY SEWER LINE A
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
NORTH
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
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
SANITARY SEWER LINE A2
PROPOSED RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED SUBDRAIN
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 & SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. ALL MULTI-FAMILY WATER SERVICES TO BE 11
2". ALL MULTI-FAMILY SEWER SERVICES
TO BE 4". SEWER SIZE TO BE CONFIRMED WITH PLUMBING ENGINEER PRIOR TO
CONSTRUCTION.
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.
9. IF CLEAN-OUT IS LOCATED IN PAVED AREA, CLEAN-OUT SHALL BE TRAFFIC RATED.
W
G
T
E/T/C
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC/TELEPHONE/GAS
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE & CURB STOP
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H YD
EASEMENT LINE
PROPERTY BOUNDARY
SD
PROPOSED LOTLINE
APPROXIMATE GAS METER LOCATION GM
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
W
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED STREET LIGHT
SS SS SS SS SS SS SS SS SS SS
OWNER
MACRUM RICHARD E JR
1904 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
LOCKOOD DEAANNA L
1908 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
MELBY LYNDA L
1912 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
COAN MARK A
1916 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
COLE SUSAN D
1920 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
MCCOY JOHN H/SHERRY P
1900 S. SHIELDS STREET
FORT COLLINS,
CO 80526
OWNER
MCCOY JOHN H/SHERRY P
1900 S. SHIELDS STREET
FORT COLLINS,
CO 80526
W W W W W W W
W W W W
W
SS
SS SS SS
HILL POND ROAD
(60' PUBLIC RIGHT-OF-WAY)
S
S
S
S
S
S
S
(54' PUBLIC RIGHT-OF-WAY)
GILGALAD WAY
T
18.85 LF 8" PVC
S64°59'46"W
11.25° BEND w/ TB
N:121934.67
E:190528.68
WET TAP 8" x 6" TEE
w/ TB & 1 - 8" GV (W)
N:121942.64
E:190545.77
CUT IN 8" x 8" TEE w/ TB
& 2 - 8" GV (NW, NE)
END HORZ.
DEFLECTION
N:121700.37
E:190491.39
FH ASSEMBLY w/
8"x6" REDUCER
& 6" GV (E)
N:121855.85
E:190218.19
EXISTING 8" SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
245.20 LF 8" PVC
S75°45'17"W
8"x8" TEE w/ TB
& 2-8" GV (S,E)
N:121874.34
E:190291.03
75.15 LF 8" PVC
S75°45'17"W
5' ACCESS EASEMENT
75.46 LF 8" PVC @ 0.50%
EXISTING 8" SANITARY SEWER
37.19 LF 8" PVC
S14°14'43"E
22.50° BEND w/ TB
N:121769.44
E:190419.80
SANITARY LINE A
SEE SHEET SS1
SANITARY LINE A3
SEE SHEET SS2
EXISTING 8"
PVC SANITARY
EXISTING 8"
PVC SANITARY
EXISTING 8"
PVC SANITARY
WATER
SERVICE
(TYP.)
PROPOSED
SUBDRAIN
EXISTING 1" WATER
SERVICE TO BE REUSED
EXISTING 1 1
2 " WATER
SERVICE TO BE REUSED
FOR IRRIGATION
EXISTING
ELECTRICAL
VAULT
EXISTING
TREE (TYP.)
EXISTING
TREES (TYP.)
EXISTING 6"
PVC WATER
PROPOSED
20' UTILITY
EASEMENT
(BY SEPARATE
DOCUMENT)
EXISTING 20'
SANITARY
SEWER EASEMENT
CONCRETE COLLAR
(SEE DETAILS)
91.93 LF 8" PVC
S14°14'43"E
94.76 LF 8" PVC
N75°45'17"E
45.00° BEND w/ TB
N:121785.24
E:190313.65
45.00° BEND w/ TB
N:121783.70
E:190316.23
45.00° BEND w/ TB
N:121807.02
E:190408.07
45.00° BEND w/ TB
N:121805.49
E:190410.65
N:122032.26
E:190478.43
N:121952.27
E:190163.38
N:121714.12
E:190215.45
N:121657.20
E:190403.09
N:121657.45
E:190421.88
N:121731.59
E:190492.64
N:121716.22
E:190479.40
N:121776.71
E:190523.65
164.15 LF 6" SLOTTED PVC @ 0.50%
105.85 LF 6" SLOTTED PVC @ 0.50%
31.26 LF 6" SLOTTED PVC @ 0.50%
PROPOSED 2'
SIDEWALK CHASE
LOT 18
LOT 6
LOT 16
LOT 17
LOT 1
LOT 5
LOT 3
LOT 15
LOT 7
LOT 13
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 14
TRACT B
TRACT A
LOT 2
LOT 4
TRACT B
TRACT B
TRACT B
TRACT B
SSMH A4 SSMH A3
SSMH A3-1
SSMH A1
EXMH
OUTLET BASIN A1
INV. IN=5009.27 (N)
INV. OUT=5009.27 (SE)
FG=5013.32
PIPE END A
INV. IN=5008.90 (NW)
BASIN A3-1
INV. OUT=5010.72 (E)
FG=5014.80
BASIN A4
INV. OUT=5010.43 (W)
FG=5013.57
BASIN A3
INV. IN=5009.90 (E)
INV. IN=5009.90 (W)
INV. OUT=5009.90 (S)
FG=5013.98
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
SSMH A2-2
8" PVC SANITARY SEWER
SSMH A2
SSMH A2-1.1
SSMH A2-1
8" PVC SANITARY SEWER
SANITARY LINE A2-1
SEE SHEET SS2
SANITARY LINE A2
SEE SHEET SS1
EXISTING 40' ROW
GILGALAD WAY
WILDERLAND COURT
BASIN RD7
(SEE NOTE #12)
INV. IN=5010.51 (N)
FG=5014.49
BASIN RD9
(SEE NOTE #12)
INV. IN=5010.15 (N)
FG=5014.13
BASIN RD5
(SEE NOTE #12)
INV. IN=5010.03 (W)
FG=5014.13
BASIN RD3
(SEE NOTE #12)
INV. IN=5009.92 (SW)
FG=5014.13
BASIN RD1
(SEE NOTE #12)
INV. IN=5009.80 (S)
FG=5014.01
BASIN RD11
(SEE NOTE #12)
INV. IN=5010.21 (N)
FG=5013.89
BASIN RD8
(SEE NOTE #11)
INV. OUT=5010.82 (S)
FG=5013.58
BASIN RD13
(SEE NOTE #12)
INV. IN=5009.62 (E)
FG=5013.62
BASIN RD6
(SEE NOTE #11)
INV. OUT=5010.83 (E)
FG=5013.54
BASIN RD10
(SEE NOTE #11)
INV. OUT=5010.46 (S)
FG=5013.17
BASIN RD12
(SEE NOTE #11)
INV. OUT=5010.52 (S)
FG=5012.94
BASIN RD4
(SEE NOTE #11)
INV. OUT=5010.49 (NE)
FG=5013.22
BASIN RD14
(SEE NOTE #11)
INV. OUT=5010.36 (W)
FG=5013.13
BASIN RD2
(SEE NOTE #11)
INV. OUT=5010.42 (N)
FG=5013.10
62.50 LF 8" PVC @ 0.50%
62.50 LF 8" PVC @ 0.50%
62.50 LF 8" PVC @ 0.50%
26.50 LF
8" PVC
@ 3.00%
22.97 LF 8" PVC @ 2.50%
31.11 LF 8" PVC @ 2.00%
37.06 LF 8" PVC @ 2.00%
EXISTING 15'
UTILITY EASEMENT
BASIN A2
INV. IN=5009.43 (W)
INV. IN=5009.43 (N)
INV. OUT=5009.43 (S)
FG=5013.60
91.92 LF 6" SLOTTED PVC @ 0.50%
BASIN A2-1
INV. OUT=5009.89 (E)
FG=5014.08
94.00 LF 6" SLOTTED PVC @ 0.50%
EXISTING PUBLIC CURB
STOP TO BE REUSED
CONNECT TO EXISTING
1" WATER SERVICE
±22 LF 1" W.S.
±4 LF 1" W.S.
±3 LF 1" W.S.
±29 LF 1" W.S.
±6 LF 1" W.S.
1"X1" TEE
PRIVATE
CURB STOP
PRIVATE
CURB STOP
PRIVATE
CURB STOP
±21 LF 3/4" W.S.
±23 LF 3/4" W.S.
±21 LF 3/4" W.S.
7.60 LF 8" PVC
S37°52'58"E
9
2
.
3
2
L
F
8
"
P
V
C
R
=
3
0
0
.
0
0
'
BEGIN HORZ.
DEFLECTION
N:121763.44
E:190424.47
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\Util\620-004_UTIL.dwg LAYOUT NAME: U1 DATE: Jun 14, 2016 - 4:09pm CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [620-004_xEXST] [620-004_xUTIL] [620-004_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.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
U1
UTILITY PLAN
A. Reese
B. Ruch
1"=20'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. ALL WATER SERVICES SHALL BE 3/4". ALL SEWER SERVICES SHALL BE 4". SEWER
SIZE TO BE CONFIRMED WITH PLUMBING ENGINEER PRIOR TO CONSTRUCTION.
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.
9. 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.
10. IF CURB STOP OR CLEAN-OUT IS LOCATED IN PAVED AREA, CURB STOP OR
CLEAN-OUT SHALL BE TRAFFIC RATED.
11. ALL DRAIN BASINS LOCATED IN LANDSCAPED AREAS SHALL BE 12" Ø BASIN w/ 12"
DOMED GRATE. DRAIN BASINS IN LANDSCAPED AREAS SHALL BE SURROUNDED WITH
3"-4" ROCK COBBLE FOR MINIMUM OF 1' AROUND BASIN.
12. ALL DRAIN BASINS LOCATED IN PAVER AREAS SHALL BE 12" Ø BASIN w/ 12" STANDARD
GRATE (H-20 RATED).
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROPOSED RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED SUBDRAIN
LEGEND:
W
G
T
E/T/C
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC/TELEPHONE/GAS
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE & CURB STOP
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROPERTY BOUNDARY
SD
PROPOSED LOTLINE
W
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED STREET LIGHT
12" PAVER
EDGE RESTRAINT
PROPOSED
18"VERTICAL
CURB & GUTTER
5' SIDEWALK
PROPOSED
18" VERTICAL
CURB & GUTTER
4.5' SIDEWALK
4.5' SIDEWALK
PARKING
STRIPE (TYP.)
5' SIDEWALK
PROPOSED
RAMP
PROPOSED
12" PAVER
EDGE RESTRAINT
PROPOSED
12" PAVER
EDGE RESTRAINT
PROPOSED
12" PAVER
EDGE RESTRAINT
LANDSCAPE
WALL
LANDSCAPE
WALL
LANDSCAPE
WALL
LANDSCAPE
WALL
PROPOSED
18"VERTICAL
CURB & GUTTER
PROPOSED
18" VERTICAL
CURB & GUTTER
PROPOSED
CONCRETE
DRIVEWAY
4 SPACES
@ 9' EACH
3 SPACES
@ 9' EACH
EXISTING VERTICAL
CURB & GUTTER
PROPOSED CONCRETE
COLLAR & CHASE
RETAINING
WALL
RETAINING
WALL
EXISTING ROLL-OVER
CURB & GUTTER
24'
DRIVE
PROPOSED 2'
END CONCRETE SIDEWALK CONCRETE CHASE
ADJACENT GRADE TO BE
FLUSH WITH WALK.
±117.6' ℄-℄
PROPOSED
BIKE RACK
24'
24'
24'
24'
HANDICAP
PARKING
20' CURB
TRANSITION
(0" - 6")
10' CURB
TRANSITION
(6" - 0")
LANDSCAPE
WALL
24'
"H.C. PARKING"
SIGN
RELOCATED
"STOP" SIGN
LANDSCAPE
WALL
19'
19'
19'
LANDSCAPE
WALL
FUTURE SIDEWALK
(CONSTRUCTED BY OTHERS)
FUTURE SIDEWALK
(CONSTRUCTED BY (54' OTHERS) PUBLIC RIGHT-OF-WAY)
GILGALAD WAY
(60' PUBLIC RIGHT-OF-WAY)
HILL POND ROAD
END CONCRETE SIDEWALK
ADJACENT GRADE TO BE
FLUSH WITH WALK.
MONUMENT
SIGN
SITE INFO SIGN
LOT 18
LOT 6
LOT 16
LOT 17
LOT 1
LOT 5
LOT 3
LOT 15
LOT 7
LOT 13
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 14
TRACT B
TRACT A
LOT 2
LOT 4
TRACT B
TRACT B
TRACT B
TRACT B
PROPOSED 2'
CONCRETE BAFFLE
EXISTING 40' ROW
"FIRE LANE-NO PARKING"
SIGN WITH DIRECTIONAL
ARROWS
"FIRE LANE-NO PARKING"
SIGN WITH DIRECTIONAL
ARROWS
"FIRE LANE-NO PARKING"
SIGN WITH DIRECTIONAL
ARROWS
"FIRE LANE-NO PARKING"
SIGN WITH DIRECTIONAL
ARROWS
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\Site\620-004_PAVE.dwg LAYOUT NAME: PV1 DATE: Jun 14, 2016 - 4:08pm CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [620-004_xEXST] [620-004_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.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
PV1
& PAVING PLAN
PRIVATE STRIPING A. Reese
B. Ruch
1"=20'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
EASEMENTS
NOTES:
1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT
SPECIFICATION MANUAL.
3. PERMEABLE PAVER AREAS SHALL HAVE EDGE RESTRAINTS ALONG ENTIRE
PERIMETER IN ACCORDANCE WITH DETAILS AND MANUFACTURER
RECOMMENDATIONS.
4. EXTRA CARE SHOULD BE TAKEN TO PREVENT THE STORAGE OF SOILS OR OTHER
MATERIALS DIRECTLY ON THE PAVER SURFACE.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
7. ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
PERMEABLE PAVERS
PROPOSED VERTICAL CURB & GUTTER
PRIVATE CONCRETE PAVING
EXISTING RIGHT-OF-WAY
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
ASPHALT PATCH
PROPERTY BOUNDARY
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PUBLIC CONCRETE PAVING
PROPOSED LOT LINE
SS SS SS SS SS SS SS SS SS SS
OWNER
MACRUM RICHARD E JR
1904 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
LOCKOOD DEAANNA L
1908 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
MELBY LYNDA L
1912 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
COAN MARK A
1916 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
COLE SUSAN D
1920 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
MCCOY JOHN H/SHERRY P
1900 S. SHIELDS STREET
FORT COLLINS,
CO 80526
OWNER
MCCOY JOHN H/SHERRY P
1900 S. SHIELDS STREET
FORT COLLINS,
CO 80526
W W W W W W W
W W W W
W
SS
SS SS SS
HILL POND ROAD
(60' PUBLIC RIGHT-OF-WAY)
S
S
S
S
S
S
S
(54' PUBLIC RIGHT-OF-WAY)
GILGALAD WAY
T
LOT 18
LOT 6
LOT 16
LOT 17
LOT 1
LOT 5
LOT 3
LOT 15
LOT 7
LOT 13
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 14
TRACT B
TRACT A
LOT 2
LOT 4
TRACT B
TRACT B
TRACT B
TRACT B
PHASE
4
PHASE
3
PHASE
2
PHASE
1
PROPOSED 8"
PVC SANITARY
PROPOSED 6"
PVC SANITARY
PROPOSED 8"
PVC WATER
PROPOSED 8"
PVC WATER
PROPOSED
STORM DRAIN
PROPOSED 6"
PVC SUBDRAIN
PROPOSED 6"
PVC SUBDRAIN
CONNECT TO
EXISTING WATER
CONNECT TO
EXISTING SANITARY
PROPOSED 8"
PVC ROOF DRAIN (TYP.)
PROPOSED 8"
PVC ROOF DRAIN (TYP.)
PROPOSED 8"
PVC ROOF DRAIN (TYP.)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\620-004_PHAS.dwg LAYOUT NAME: PH1 DATE: Jun 14, 2016 - 4:08pm CAD OPERATOR: ben
LIST OF XREFS: [620-004_xUTIL] [620-004_xEXST] [620-004_xSITE] [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
PH1
PHASING PLAN
A. Reese
B. Ruch
1"=20'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
UTILITY PHASING
PHASE REQUIRED UTILITY INFRASTRUCTURE
1 SANITARY SEWERS A, A2, & A2-1
STORM DRAIN A
NO SANITARY SEWER REQUIRED
NO STORM DRAIN REQUIRED
NO SANITARY SEWER REQUIRED
NO STORM DRAIN REQUIRED
NO SANITARY SEWER REQUIRED
NO STORM DRAIN REQUIRED
1. PHASE LINES SHOWN DELINEATE THE LOTS AND/OR AREAS THAT ARE INCLUDED
WITHIN A PHASE. DEPENDING ON CONSTRUCTION SEQUENCING, INSTALLATION
OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED.
2. DEPENDING ON CONSTRUCTION SEQUENCING, PREVIOUSLY CONSTRUCTED
ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT.
FINAL LIMITS WILL BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL PATCHING AND STREET REPAIRS SHALL BE IN ACCORDANCE
WITH CITY STANDARDS.
3. THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY. AND MAY NOT
HAVE ANY RELATIONSHIP TO THE ACTUAL ORDER OF CONSTRUCTION.
4. ALL UTILITIES AND SERVICES TO BE CONSTRUCTED WITH PHASE 1.
5. ALL PUBLIC SIDEWALKS TO BE CONSTRUCTED WITH PHASE 1.
NOTES:
LEGEND:
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
PROJECT BOUNDARY
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED CURB & GUTTER w/
DETACHED WALK & PEDESTRIAN RAMP
PHASE LINE
PROPOSED SUBDRAIN SD
SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS
SS
X X X X X X X
X X X X
X X
X X X
X X X X X X
X X X
X
X X X X X
X X X X
SS SS SS SS SS SS SS SS SS SS
WINDERLAND COURT
OWNER
MACRUM RICHARD E JR
1904 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
LOCKOOD DEAANNA L
1908 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
MELBY LYNDA L
1912 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
COAN MARK A
1916 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
COLE SUSAN D
1920 WINTERBERRY WAY
FORT COLLINS,
CO 80526
OWNER
MCCOY JOHN H/SHERRY P
1900 S. SHIELDS STREET
FORT COLLINS,
CO 80526
OWNER
MCCOY JOHN H/SHERRY P
1900 S. SHIELDS STREET
FORT COLLINS,
CO 80526
W W W W W W W
W W W W
W
SS
SS SS SS
WINDTRAIL TOWNHOMES P.U.D.,
FIRST REPLAT
THIRD REPLAT OF
HILL POND ON
SPRING CREEK,
FIRST FILING
WINDERLAND CONDOMINIUMS
HILL POND ROAD
(60' PUBLIC RIGHT-OF-WAY)
S
S
S
S
S
S
S
(54' PUBLIC RIGHT-OF-WAY)
GILGALAD WAY
EXISTING
SHED
TO BE
REMOVED
EXISTING
GARAGE
TO BE
REMOVED
EXISTING
HOUSE
TO BE
REMOVED
EXISTING
IN-GROUND
SWIMMING POOL
TO BE REMOVED
± 4' EXISTING
ASPHALT WALK
TO BE REMOVED
EXISTING 40' ROW
EXISTING 4.5'
WALK
EXISTING 5'
WALK
EXISTING "SPEED
LIMIT" SIGN
EXISTING LIGHT POLE
EXISTING FENCE
EXISTING LIGHT POLE
TO BE REMOVED
EXISTING SHED
TO BE REMOVED
EXISTING GRAVEL
DRIVE TO BE
REMOVED
EXISTING FLAGSTONE
PATIO TO BE
REMOVED
EXISTING
CONCRETE
WATER VAULT
TO BE REMOVED
EXISTING WATER
MANHOLE
EXISTING "STOP" SIGN
TO BE RELOCATED
EXISTING
CURB STOP
EXISTING FIRE
HYDRANT
EXISTING TIMBER
RETAINING WALLS
TO BE REMOVED
EXISTING
BACKFLOW
PREVENTER
EXISTING
ELECTRIC
METER
EXISTING 1"
WATER METER PIT
EXISTING 11
2" WATER
METER PIT
EXISTING ASPHALT
DRIVE
EXISTING ASPHALT
DRIVE
EXISTING ASPHALT
TENNIS COURT
TO BE REMOVED
EXISTING ASPHALT
TENNIS COURT
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING BASKETBALL
HOOP
TO BE REMOVED
EXISTING HOT
TUB
TO BE REMOVED
EXISTING BRICK WALK
TO BE REMOVED
EXISTING WATER SPIGOT
TO BE REMOVED
EXISTING WATER SPIGOT
TO BE REMOVED
EXISTING WOOD
MULCH BIN
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING EDGE OF
DIRT ROAD
EXISTING ELEC. OUTLETS
TO BE REMOVED
EXISTING ELEC.
OUTLETS
EXISTING WALL
TO BE REMOVED
EXISTING LIGHT POLE
APPROX. EXISTING
8" WATER
APPROX. EXISTING
8" WATER
EXISTING 8" SANITARY
EXISTING 8" SANITARY
APPROX. EXISTING 6"
WATER PLUG
APPROX. EXISTING
6" WATER
EXISTING ROLL0OVER
CURB & GUTTER
TO BE REMOVED
APPROX. AREA OF
ASPHALT PATCH
EXISTING BUSH TO
BE REMOVED
EXISTING TREE TO
BE REMOVED (TYP.)
EXISTING CONC
WALK TO BE
REMOVED
EXISTING 8" SANITARY
EXISTING TREE TO
BE REMOVED (TYP.)
EXISTING
ELECTRIC VAULT
EXISTING
TREES
EXISTING
TREES
EXISTING
8" SANITARY
EXISTING
TREES
EXISTING 1" WATER
SERVICE
EXISTING
TREES
EXISTING
TREES
EXISTING
TREE
EXISTING
TREE EXISTING
TREE
EXISTING TREES
TO BE REMOVED
EXISTING
TREES
EXISTING 1" WATER
SERVICE SECTION TO
BE RELOCATED
APPROX. EXISTING
6" WATER
EXISTING VERTICAL
CURB & GUTTER
EXISTING ROLL-OVER
CURB & GUTTER
EXISTING
TREE
EXISTING PEDESTAL
TO BE RELOCATED
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\Exist\620-004_ECON.dwg LAYOUT NAME: EX1 DATE: Jun 14, 2016 - 4:08pm CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder] [620-004_xTOPO] [620-004_xEXST] [620-004_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.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
EX1
DEMOLITION PLAN
EXISTING CONDITIONS & A. Reese
B. Ruch
1"=20'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
LEGEND:
EXISTING STORM SEWER
ST
EXISTING VALVE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
ORIGINAL FIELD SURVEY:
INTERMILL LAND SURVEYING, INC.
PROJECT NO. P-13-7461
DATE: OCTOBER 28, 2013
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
H Y
EXISTING TREES (TO BE REMOVED)
EXISTING PAVEMENT TO BE REMOVED
TREE PROTECTION NOTES:
SUBSURFACE EXPLORATION BY:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
7. REFER TO LANDSCAPE PLANS FOR TREE PROTECTION AND MITIGATION.
8. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRED
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. 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.
TREE DIAMETER AT BREAST
HEIGHT (INCHES)
AUGER DISTANCE FROM
FACE OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
S O
W
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
S
PRELIMINARY GEOTECHNICAL INVESTIGATION
PROPOSED HILLPOND PROJECT
NORTH OF HILLPOND ROAD AND GILGALAD WAY
FORT COLLINS COLORADO
PROJECT NO. FC06692-115
DATE: SEPTEMBER 16, 2014
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.
6/15/16
CS2
CONSTRUCTION NOTES
GENERAL & 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
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, sanitary sewer, and water 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 Report for Hill Pond Residences" dated June 15, 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 th e construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic
sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
PROJECT DATUM: NGVD 29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM)
City of Fort Collins Benchmark 01-93
South Shields St. at the entrance to Rolland Moore Park ,on the East end of a planter on top of the curb.
Elevation = 5023.27
City of Fort Collins Benchmark 29-92
Approximate 300 feet South of West Prospect Rd. and Shields St., on the North end of the West Bridge Parapet Wall.
Elevation = 5022.50
NOTE: IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29
UNADJUSTED + 3.17'
Basis of Bearing
Westerly line of Tract "H", Third Replat of Hill Pond on Spring Creek, First Filing as bearing North 12° 20' 00" West (assumed bearing).
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like
kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the
issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large
patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,
including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows:
a. N/A
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
16. For additional information see separate Stormwater Management Plan / Erosion Control Report for Hill Pond Residences.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval,
prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall
be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to
create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can
be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings
are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter
25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay
shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not
cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as
per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt.
Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full
depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.
The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single
axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than
3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins
Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be
notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction
Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement
of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified
during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort
Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an
unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the
requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the "Final Drainage Report for Hill Pond Residences" dated June 15, 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.
Elevation = 5022.50
NOTE: IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.17'
Basis of Bearing
Westerly line of Tract "H", Third Replat of Hill Pond on Spring Creek, First Filing as bearing
North 12° 20' 00" West (assumed bearing).
Intermill Land Surveying, Inc.
Project No. P-13-7461
Date: October 28, 2013
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., LARIMER COUNTY, A PART OF
WHICH IS A REPLAT OF A PORTION OF TRACT "H", THIRD REPLAT OF HILL POND ON SPRING CREEK, FIRST FILING, CITY OF FORT COLLINS, STATE OF COLORADO
OWNER/APPLICANT
CONTACT INFORMATION
PROJECT TEAM:
SITE ENGINEER
Northern Engineering Services, Inc.
Nick Haws, PE, LEED AP
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SURVEYOR
Intermill Land Surveying, Inc.
Robert George Persichitte PLS
1301 Cleveland Avenue
Loveland, Colorado 80537
(970) 669-0516
ARCHITECT
CONTACT INFORMATION
PROJECT TEAM:
John Dengler & Associates, P.C
Jonathan Day
5336 Highcastle Court
Fort Collins, CO 80525
(970) 223-1512
Catamount Properties Ltd.
Chuck Bailey
7302 Rozena Street
Longmont, Colorado 80503
(303) 884-1021
COVER SHEET
SHEET INDEX
CS1
CS2 GENERAL & CONSTRUCTION NOTES
PV1 PRIVATE STRIPING & PAVING PLAN
G1 GRADING PLAN
E N G I N E E R I N G
N O R T H E RN
UTILITY PLANS FOR
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power-- Justin Fields (970) 224-6150
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----------- Glen Schlueter (970) 221-6700
LANDSCAPE ARCHITECT
Outside LA, LLC
Sandi Gibson
2623 Burgess Creek Road
Steamboat Springs, Colorado 80487
(970) 871-9629
GEOTECH
CLT | Thompson, Inc.
David M. Nasuatka, PE
351 Linden Street, Suite 140
Fort Collins, Colorado 80524
(970) 206-9455
U1 UTILITY PLAN
DR1 DRAINAGE EXHIBIT
D1-D2 UTILITY DETAILS
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
June 15, 2016
PROJECT:
620-004
Sheet
Of 18 Sheets
HILL POND RESIDENCES
DRAWING FILENAME: D:rojects\620-004\Dwg\620-004_COVER.dwg LAYOUT NAME: CS1 DATE: Jun 14, 2016 - 4:07pm CAD OPERATOR: ben
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
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
PHONE: 970.221.4158
www.northernengineering.com
6/15/16
PROJECT
LOCATION
HILL POND RESIDENCES
SS2 SANITARY SEWER A2-1 & A3
EX1 EXISTING CONDITIONS & DEMOLITION PLAN
D3-D4 SITE DETAILS
D5 DRAINAGE DETAILS
EC1 EROSION CONTROL PLAN
EC2 EROSION CONTROL DETAILS
SS1 SANITARY SEWER A & A2
PLAN & PROFILE
PLAN & PROFILE
G2 SUBGRADE PLAN
PH1 PHASING PLAN