HomeMy WebLinkAboutCARRIAGE HOUSE APARTMENTS - FDP - FDP130024 - PLANS - UTILITY PLANSSHIELDS ST
BENNETT RD
WESTWARD DR
SPRINGFIELD DR
MULBERRY ST
ELIZABETH STREET
TAFT AVE.
CITY PARK AVE
CONSTITUTION AVE
UNIVERSITY AVE.
W. PLUM ST.
S. BRYAN AVE.
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
July 24, 2013
PROJECT:
620-002
Sheet
Of 15 Sheets
CARRIAGE HOUSE APARTMENTS
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NOT FOR CONSTRUCTION
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07/24/13
200 S���� C������ A�����, S���� 010
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E N G I N E E R I N G
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CS1
COVER SHEET
A. Reese
N. Whitcomb
N/A
JULY, 2013
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
July 24, 2013
PROJECT:
620-002
Sheet
Of 15 Sheets
CARRIAGE HOUSE APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
07/24/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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CS2
CONSTRUCTION NOTES
GENERAL & A. Reese
N. Whitcomb
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
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.
OHU
OHU OHU
OHU
OHU
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
WV
WV
H Y D
WV
WV
S
S
D
T
W
CC
CC
CC
X
X X X
X X
X
X
X
X X X
WV
WV
H Y D
WV
WV
S
S
D
T
PP
PP
PP
LP
LP
LP
H Y D
CTV CTV
CTV CTV
W
C S
E E E
E
FO
FO
FO FO
W W W W W W W
W W W W
W W W W W
W
W
W W W W W W W W W W W W W W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS
SS SS SS SS
W
W
SS SS
SS
SS SS SS SS
D
D
T
T
GM GM
GM
GM
GM
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
BLDG 1
(PLAN C)
BLDG 3
X
X X X
X X
X
X
X
X X X
WV
WV
H Y D
WV
WV
S
S
D
T
PP
PP
PP
LP
LP
LP
H Y D
CTV CTV
CTV CTV
W
C S
E E E
E
FO
FO
FO FO
W W W W W W W
W W W W
W W W W W
W
W
W W W W W W W W W W W W W W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS
SS SS SS SS
W
W
SS SS
SS
SS SS SS SS
D
D
T
T
GM GM
GM
GM
GM
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
UD UD UD UD UD UD
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X
X X X
X X
X
X
X
X X X
D
CC
CC
HC
HC
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
D
D
T
T
GM GM
GM
GM
GM
PERMEABLE PAVER
PARKING AREA
ASPHALT
PARKING
AREA
6' UTILITY EASEMENT
9' UTILITY
EASEMENT
NEW 6' DETACHED WALK
NEW 6' ATTACHED WALK
SHIELDS STREET
(ROW VARIES)
SPRINGFIELD DRIVE
(60' ROW)
UD UD UD UD UD UD
BLDG 1
(PLAN C)
FFE=35.61
BLDG 3
(PLAN A)
FFE=32.41
BLDG 2
(PLAN A)
FFE=32.49
BLDG 4
(PLAN B)
FFE=34.56
BLDG 5
(PLAN B)
FFE=34.52
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PERMEABLE PAVER
PARKING AREA
UD UD UD UD UD UD UD UD UD UD UD UD UD UD
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BLDG 1
(PLAN C)
FFE=35.61
BLDG 2
(PLAN A)
FFE=32.49
BLDG 3
(PLAN A)
FFE=32.41
BLDG 4
(PLAN B)
FFE=34.56
BLDG 5
(PLAN B)
FFE=34.52
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
July 24, 2013
PROJECT:
620-002
Sheet
Of 15 Sheets
CARRIAGE HOUSE APARTMENTS
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BLDG 1
(PLAN C)
BLDG 3
(PLAN A)
D
D
BLDG 2
(PLAN A)
BLDG 4
(PLAN B)
BLDG 5
(PLAN B)
SHIELDS STREET
(ROW VARIES)
SPRINGFIELD DRIVE
(60' ROW)
ASPHALT
PARKING
AREA
6' ATTACHED SIDEWALK
6' SIDEWALK
4.5' SIDEWALK
4' SIDEWALK
6' DETACHED SIDEWALK
SIGHT DISTANCE EASEMENT
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9' UTILITY
D1
UTILITY DETAILS
A. Reese
N. Whitcomb
N/A
NOT TO SCALE
102
D1
TYPICAL WATER SERVICE
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.
past the meter pit.
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
D2
SITE DETAILS
A. Reese
N. Whitcomb
N/A
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
July 24, 2013
PROJECT:
620-002
Sheet
Of 15 Sheets
CARRIAGE HOUSE APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
07/24/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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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
200
D2
CURB AND GUTTER 201 CURB AND GUTTER / SIDEWALK STANDARD DRIVEWAY APPROACH (TYPES I & II)
D2
202
D2
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
D3
SITE DETAILS
A. Reese
N. Whitcomb
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
300
D3
SIGN POST
Max. Sign Panel
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
3" - 6" ABOVE GRADE
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
Anchor/Stub Post Size
CRITERIA FOR SINGLE POST
36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0"
5. All "No Parking" signs shall be installed at 45� from Flow Line.
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
Street Curb
REVISION NO: 1
DATE: 04/01/07
STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST
URBAN AREA
LARIMER COUNTY DRAWING
1401
See Figure 16-1
SW SAMPLE AVE
2400
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN
MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON
WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE
BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON
WASHERS (NYLON WASHER AGAINST SIGN FACE) AND
SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF
POST. L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
D4
DRAINAGE DETAILS
A. Reese
N. Whitcomb
N/A
NOT TO SCALE
400
D4
STORM BEDDING REQUIREMENTS
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
July 24, 2013
PROJECT:
620-002
Sheet
Of 15 Sheets
CARRIAGE HOUSE APARTMENTS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
07/24/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
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:
X
X X X
X X
X
X
X
X X X
D
D
D
T
T
GM GM
GM
GM
GM
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
A
B
OS1
acres OS2
B
0.66 0.02
0.82
acres
OS1
0.87 0.34
1.00
acres
A
0.60 1.25
0.76 acres
C
0.59 0.17
0.74
acres
OS2
0.82 0.17
1.00
UD UD UD UD UD UD
SPRINGFIELD DRIVE
(60' ROW)
SOUTH SHIELDS STREET
(ROW VARIES)
BLDG 1
(GREEN)
BLDG 3
(GREEN)
BLDG 2
(WHITE) BLDG 4
(WHITE)
BLDG 5
(WHITE)
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UD UD UD UD UD UD
X
X X
X
X
X
X X X
S
S
CC
CC
HC
HC
PP
PP
PP
LP
LP
LP
CTV CTV
CTV CTV
E E E
E
FO
FO
FO FO
W W W W W W W
W W W
W W W W W
W
W
W W W W W W W W W W W W W W W
D
D
T
T
GM GM
GM
GM
GM
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
RS
SPRINGFIELD DRIVE
(60' ROW)
SOUTH SHIELDS STREET
(ROW VARIES)
BLDG 1
(GREEN)
BLDG 3
(GREEN)
BLDG 2
(WHITE) BLDG 4
(WHITE)
BLDG 5
(WHITE)
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C602
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
{PREASSEMBLED SILT FENCE}
JOIN FIRST
ROTATE SECOND
POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
HAS BEEN EXAGGERATED.
POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180� IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND.
{SILT FENCE JOINTS}
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE
BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE.
NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL
BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
{INSTALLATION NOTES:
}1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM
EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM
SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS
COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED
AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN.
4" MIN.
{1 " x 1 " WOODEN FENCE POSTS}
COMPACTED BACKFILL
SILT FENCE
WATTLE INSTALLATION
NOT TO SCALE
WATTLES - 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'
WATTLES - 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
%CURB INLET WATTLE PROTECTION SETUP%
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.
{PERVIOUS INSTALLATION}
{IMPERVIOUS 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
CONCRETE CHASE/TRICKLE CHANNEL SETUP
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
CURBSIDE 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"
R=5'
PAVED SURFACE
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
%PLAN%
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
12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
12" 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
SECTION A-A
PLAN VIEW
STACKED 24" HIGH
(2) CINDER BLOCKS
AND GRAVEL FILTER
A A
DROP INLET
WITH GRATE
WITH NO GAPS (TYP.)
TIGHTLY ABUTTING
WATTLE FILTER
DROP INLET
INLET
PLAN VIEW
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
%DROP 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
C602
02
C602
04
C602 05
C602
06
C602
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
%SECTION A-A
A
A
%PLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%SECTION B-B
%PLAN 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
2' 3'
4'
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
BMP WIDTH VARIES BMP WIDTH VARIES
BMP WIDTH VARIES BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
CURB INLET PROTECTION
NOT TO SCALE
03
C602
STORM
SEWER
GRATE
REINFORCED
CORNERS
MANAGEABLE
2 FOOT
CONTAINMENT
AREA
LIFT
STRAPS
OPTIONAL
OVERFLOW
PORTS
DUMPING
STRAPS
INLET STORM
DANDY SACK
TM
INLET FILTER (MIRAFI DANDY SACK)
NOT TO SCALE
07
C602
SF
W
VTC
IF
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
July 24, 2013
PROJECT:
620-002
Sheet
Of 15 Sheets
CARRIAGE HOUSE APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
07/24/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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PERMEABLE PAVER
PARKING AREA
RS RS
RS RS
RS
RS
RS
RS
RS
W
W W
W
W
W
W
W
VTC
IP
IP
IP
IP IP
IP
IP
IP
IP
IF
SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF SF
SF
SW
SW SW
SW
EC1
STATIC SITE PLAN
EROSION CONTROL PLAN A. Reese
A. Reese
1"=20'
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
PROPOSED CONCRETE
CROSS PAN (TYP.)
PEDESTRIAN ACCESS RAMPS
PROPERTY BOUNDARY
FIELD SURVEY BY:
BENCHMARKS:
Northern Engineering Services, Inc.
Project No. 379-019
Date: July 19, 2011
BENCHMARK #1:
City of Fort Collins Benchmark 6-00
Elevation= 4990.68 (Unadjusted)
BENCHMARK #2:
City of Fort Collins Benchmark 29-97
Elevation= 4974.83 (Unadjusted)
SILT FENCE SF
INLET PROTECTION IP
WATTLE PROTECTION W
ROCK SOCK RS
VEHICLE TRACKING PAD VTC
SF
INLET FILTER (MIRAFI DANDY SACK OR APPROVED EQUAL) IF
TABLE OF CONSTRUCTION SEQUENCE AND
BMP APPLICATION
Project: Carriage House Apartments
CONSTRUCTION PHASE PHASE I PHASE II PHASE III PHASE IV
G������ (I������ O������)
Overlot
P������� I�����������
Stormwater
C������� I�����������
Site Walls
Building Structure
M������������
Hardscape Amenities
BEST MANAGEMENT PRACTICES
T��������
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)
P��������
Mulching/Sealant
Permanent Seed Planting
Sewer Service
Water Service
Curb and Gutter
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.
{1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2.TOTAL DISTURBED AREA = 1.49 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 CARRIAGE HOUSE APARTMENTS PREPARED BY NORTHERN ENGINEERING
DATED JULY 24, 2013 FOR ADDITIONAL INFORMATION.
}6.REFER TO THE "FINAL DRAINAGE REPORT FOR CARRIAGE HOUSE APARTMENTS" BY
NORTHERN ENGINEERING, DATED JULY 24, 2013 FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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
EROSION CONTROL NOTES:
CWA
CONCRETE WASHOUT AREA
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
July 24, 2013
PROJECT:
620-002
Sheet
Of 15 Sheets
CARRIAGE HOUSE APARTMENTS
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PERMEABLE PAVER
PARKING AREA
FFE=35.61
FFE=32.49 FFE=32.41
FFE=34.56
FFE=34.52
SF SF
SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF
C
20'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
July 24, 2013
PROJECT:
620-002
Sheet
Of 13 Sheets
CARRIAGE HOUSE APARTMENTS
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REVIEW SET
07/24/13
200 S���� C������ A�����, S���� 010
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PHONE: 970.221.4158 FAX: 970.221.4159
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CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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
DR1
DRAINAGE EXHIBIT H. Feissner
N. Whitcomb
1"=20'
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
LEGEND:
4953
PROPOSED CONTOUR 93
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED PROPERTY BOUNDARY CURB & GUTTER
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
1 1
BENCHMARK/BASIS OF BEARING
BENCHMARK #1:
City of Fort Collins Benchmark 19-97
Elevation = 5022.56
BENCHMARK #2:
City of Fort Collins Benchmark 29-92
Elevation = 5022.50
Basis of Bearing
East line of the Southeast 1
4of Section 15, Township 7 North, Range
69 West as bearing North 00�29'45" East (assumed bearing).
NOTES:
1.REFER TO THE "FINAL DRAINAGE REPORT FOR CARRIAGE HOUSE APARTMENTS" BY NORTHERN ENGINEERING,
DATED {JULY 24, 2013} FOR ADDITIONAL INFORMATION.{
}
BASIN
DESIGNATION
BASIN
AREA (AC)
acres
RUNOFF
COEFFICIENTS
A
0.XX X.XXX
0.XX
PROPOSED MODULAR BLOCK PAVERS
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
R������� F��� S������ � P������� C��������
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(�����)
C2 C100
2-��
T�
(���)
100-�
�
T�
(���)
Q2
(���)
Q100
(���)
A A 1.25 0.60 0.76 5.0 5.0 2.16 9.43
B B 0.02 0.66 0.82 5.0 5.0 0.04 0.18
C C 0.17 0.59 0.74 5.0 5.0 0.29 1.27
OS1 OS1 0.34 0.87 1.00 5.0 5.0 0.85 3.39
OS2 OS2 0.17 0.82 1.00 5.0 5.0 0.40 1.69
DETENTION POND A - SUMMARY
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S������ V�����
P������� (��3) 8114
100-���� WSE 5030.08
2-���� H������� R������
R��� (���) 0.57
PROPOSED UNDERDRAIN UD
WATTLE PROTECTION SW
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD
VTC
SILT FENCE SF SF
ROCK SOCK RS
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.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.
3.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.
4.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.
5.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.
6.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING TO THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE
STABILIZATION.
7.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS UNTIL SITE IS FULLY STABILIZED. 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 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.)
9.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.
10.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
NOTES:
INLET FILTER (MIRAFI DANDY SACK IF
OR ENGINEER APPROVED EQUAL)
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CLASS B BEDDING
LOWER LIMIT OF
UNIFORM GRADED
CLASS A BEDDING
LOWER LIMIT OF
LOWER LIMIT OF
MATERIAL
12 IN. MIN.
12 IN. MIN.
TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS.
REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS,
SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS.
SUBDRAIN DETAIL
TRENCH WIDTH AS SPECIFIED
TRENCH WIDTH AS SPECIFIED
ROCK EXCAVATION
TRENCH WIDTH AS SPECIFIED
GRANULAR MATERIAL
UNSTABLE SUBGRADE
TRENCH WIDTH AS SPECIFIED
ROCK
1 1/2 IN.
COMPACTED
GRANULAR OR
TRENCH WALL
SLOPE
COMPACTED
MATERIAL GRANULAR
NOTES:
2.
1.
6 IN. MIN.
4 IN. MIN.
12 IN. MIN.
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
1/4 PIPE O.D.
SLOPE
MATERIAL
COMPACTED
TRENCH DENSELY WALL
PIPE O.D. + 8 IN.
1/4 PIPE O.D.
MATERIAL
COMPACTED
DENSELY
SLOPE
TRENCH WALL
MATERIAL
PIPE O.D.
12 IN. MIN.
OR 6 IN. MIN.
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
PIPE O.D.
12 IN. MIN.
TRENCH WALL
LOWER LIMIT OF
SLOPE
COMPACTED
DENSELY
FILTER
6 IN. MIN.
PIPE O.D.
1/OR 8 4 PIPE IN. MIN. O.D.
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
3/8 IN. BRASS SCREW-18 IN. O.C.
W/ COUNTERSUNK HEAD FLUSH
W/ PLATE
5/8 IN.
GALVANIZED
PLATE
ANCHOR-18 IN. O.C.
NO. 3 REBAR
ANGLE
GALVANIZED 3x2x3/8 IN. 3 IN.
2 FT. 0 IN.
3 IN. 3 IN.
2:1 SLOPE
3 FT. 0 IN.
5 FT. 6 IN.
4 5/8 IN.
6 IN. MIN.
7 1/2 IN.
2:1 SLOPE
PLACE FIRST SCREW
SEE DETAIL "A" OF PLATE 6 IN. FRONT EDGE
10 FT. 0 IN.
RAISED PATTEREN NON-SKID GALV.
5/8 IN. X 2 FT. 6 IN. X 4 FT. 6 IN.
STEEL PLATE (AASHTO M-111)
SECTION A-A
1/2 IN. FLOWLINE (AS SHOWN ON PLANS)
6 IN.
2 FT. 0 IN.
4 FT. 6 IN.
SLOPE PLATE TO MATCH
SIDEWALK
6 IN. 4 FT. 0 IN.
6 IN.
FL
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NBJ
12/12/00 D-10
METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND SIDEWALK
DETAIL "A"
PLAN VIEW
A
A
B B
x x x
x x
x
x
x x
x x x
x x
x x x
x x
MIN. SECTION
SECTION B-B
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
���.���������-��.���
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
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
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
NYLOPLAST CLEANOUT END CAP
ADJUST GRADE PER ENGINEERS
PLAN
INSERT INJECTION MOLDED,
GASKETED SPIGOT BY
BELL REDUCER
INJECTION MOLDED
WT TEE
FUSED PE 3608/3408 DR-17 PIPE
AND INTEGRAL FITTINGS
PROVIDE 4"x4" CUTOUT FOR
EMERGENCY OVERFLOW
BUILDING
FACE
FINISHED GRADE
HEAT TRACE
(RE: ELECTRICAL PLANS)
RUN VERTICAL PE 3608/3408 DR-17 PIPE
8" ABOVE GRADE AND PROVIDE DOWNSPOUT
TO CIRCULAR 6" DIAMETER PIPE ADAPTER
NOT TO SCALE
405
D4
PRIVATE CLEANOUT
SLOPE TO MATCH
GRADE AS REQ'D
HARDSCAPE AREAS
NTS
CUT TO MATE
w/ BELL
FLOW
CONTINUATION
OF PIPE
COUPLING
45
ELBOW
45 WYE
VARIES
COMPACTED MATERIAL GRANULAR
SLIP
VALVE BOX AND COVER
SCREW-ON WATER
TIGHT PLUG
2'x2'x6" DEEP
CONCRETE COLLAR
(COORD. W/ LANDSCAPE)
ELBOW COMPACTED GRANULAR
45
45 WYE
GRADE AS REQ'D
w/ BELL
TO PIPE MATE CUT
VARIES
FLOW
SLOPE TO MATCH
MATERIAL
OVER CLEANOUT
SLIP COUPLING
OF PIPE
CONTINUATION
ACCESS COVER
HEAVY-DUTY
FINISHED GRADE
LANDSCAPED AREAS
NTS
6"
MIN.
{CLEANOUT REQUIREMENTS:} {
1.WATER-TIGHT CAPS SHALL BE PROVIDED ON ALL CLEANOUTS.
2.ALL COVERS LOCATED WITHIN HARDSCAPE AREAS SHALL BE PEDESTRIAN RATED. CONTRACTOR SHALL BID AN ALTERNATE DECORATIVE
IRON COVER (COORDINATE WITH LANDSCAPE OWNER) FOR SUCH INSTANCES.
3.CLEANOUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CODE.
4.CLEANOUTS SHALL BE CONSTRUCTED SO THAT SURFACE LOAD WILL NOT BE TRANSFERRED TO THE MAIN.
5.NOT FOR USE IN PUBLIC RIGHT-OF-WAY.}
GENERAL NOTES:
1. AREA INLETS MAY BE USED FOR
DRAINAGEWAY OTHER THAN STREETS.
(EXAMPLE, PARKING LOTS, MEDIANDS,
SUMP BASINS)
NO. 12 GRATE AND FRAME BY
MaCLEAR OR APPROVED EQUAL.
PLAN VIEW
A
A
B B
35 3/4 IN.
6 IN. 23 3/4 IN.
3 IN. CIR. O.F.
2 IN. CIR L.F.
#4 @ 12 IN.
CTRS. (TYP.)
#4 @ 12 IN. CTRS.
F
#4 BAR CONCRETE
PIPE O.D.
3 IN.
CIR.
CONCRETE PIPE
I.D. D
SECTION A-A SECTION B-B
12 IN.
LAP
DRAINAGE
SLOPE FOR
INLET AND
FLOW LINE OF
CONDUIT
PIPE
AROUND
#4
12 IN. MIN. INLET GRATES
CTRS. (TYP.)
#4 @ 12 IN.
2 IN. CIR L.F.
3 IN. CIR. O.F.
28 1/4 IN.
6 IN. 16 1/4 IN.
H
AND FLOOR
6 IN. TYPICAL WALLS
12 IN. SPACING STEP MAX.
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NBJ
12/8/00 D-9A
AREA INLET
404
D4
DIMENSIONS FOR SLOTTED PVC PIPE
{NOTE}:
"SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS
IN THIS PLAN SET.
120
90
60
A C
E
D
B
SCREEN SLOT TABLE
A B C D E F
PIPE SIZE ROWS OF
SLOTS
MAXIMUM
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX.
SLOT/ROW
PER FOOT
APPROX.
SLOT
SPACING
MINIMUM
OPEN AREA
PER FOOT
8" 3 (MIN.) - 6 (MAX.) 2.35" 0.032" 14 3/4" 3.15 SQ. IN.
NOT TO SCALE
NOT TO SCALE
401
D4
DRAIN BASIN
NOT TO SCALE
402
D4
AREA INLET
NOT TO SCALE
403
D4
SIDEWALK CHASE
STAINLESS STEEL
ANCHOR BOLTS
@12" O.C. MIN.
5/16" THICK
GALVANIZED
STEEL PLATE
100-YR ORIFICE
PLATE CENTERED
OVER OPENING IN
WALL FOR OUTLET PIPE
3.5" DIAMETER
OUTLET PIPE
OUTER DIA. + 6"
OUTLET PIPE
OUTER DIA. + 3"
405
D4
100-YR ORIFICE PLATE DETAIL
NOT TO SCALE
{NOTE}:
ORIFACE PLATE TO BE INSTALLED ON EAST WALL OF AREA INLET 2
WITH 4 EACH DRIVE
RIVETS WITH NYLON
WASHERS
* 12 Gauge
30" 8" 8"
NOT TO SCALE
304
D3
PEDESTRIAN RAMP DETAIL
1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO CLOSER THAN 6 INCHES
FROM FLOW LINE AS SHOWN.
2. MINIMUM CONCRETE THICKNESS IS 6 INCHES.
3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY.
4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE
CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER.
6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A
MAXIMUM WIDTH OF 8 FEET.
7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE-ON"
PIGMENT BE USED TO COLOR THE LANDING AREA.
8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER).
STANDARD GRAY CONCRETE
RAMP WITH PARTIALLY COLORED CONCRETE
SECTION A-A
LIP OF GUTTER
PLAN VIEW
FLOWLINE
CURB
A
A
0.5' TYP.
N.T.S.
6"
1:12 SLOPE MAX.
CURB
0.5'
4' MIN.
N.T.S.
FLARE OPTION
CURB OPTION
6" CURB 0" CURB
1' R
2'
NOTES:
t=6" or as specified
1"/ft. Max
1"/ft.
Max
1.5' TRANSITION 1.5' TRANSITION
Flared
Option
2'
FL
REVISION NO: 1
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1606
URBAN AREA
LARIMER COUNTY
PEDESTRIAN RAMP DETAIL (For New Const. & Alterations)
CONSTRUCTION
1:25 slope (max.)
Truncated Dome
Warning Detection
Truncated Dome
Warning Detection
NOT TO SCALE
303
D3
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
302
D3
STANDARD SIDEWALK
Sidewalk
Driveway
LIP
F.L.
T.C.
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. Sidewalk grade shall remain consistent across driveway
3. This detail applies to Residential & Commercial driveways.
6"
6" Residential
Detached Sidewalk
Attached Sidewalk
1/2" Expansion
Joint Material 1/2" Expansion
Joint Material
A
A
2. For driveway design requirements, seeCONST. DWG. 706 & 707.
DETACHED ATTACHED
3'-0" 6'-0"
All Sidewalk Thickness Shall Be 6" minimum.
Min.
STANDARD SIDEWALK
STREET STANDARDS
LARIMER URBAN COUNTY AREA REVISION NO: 1
CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING
SIDEWALK
8" Commercial
NOT TO SCALE
305
D3
TRUNCATED DOME WARNING FOR ACCESS RAMPS
F
Curb
Flare
Varies
Curb
2'-0"
Flare
Ramp
concrete ramps
Panels embedded in the
Apron
Gutter
or
Curb and Gutter
Flow line
1:20 Slope 1:12 MAX Slope
Section A-A
NTS
Varies Varies
Curb
Curb
Flare
Ramp
2'-0"
Varies
Panels
Panels
6"
A
A
CL
Pedestrian flow
Aligned with
Ramp
Width:
4.5'
5.0'
6.0'
7.0'
8.0'
Note:
Truncated dome panels are
available in 2'x2' squares and
2'x2.5' rectangles. Combine
the widths to fit the ramp.
Panels may be cut to no less
than a 2'x1.5' size.
Panel Width
Combinations:
2'+2.5'
2.5'+2.5'
2'+2'+2'
2.5'+2'+2.5'
2'+2'+2'+2'
Note:
1. Truncated dome warning panel:
Install panels along with the concrete
pour for the ramp. The panel material
shall be "Cast In Tact Warning Panels"
or an equivalent material that must
be first approved by the City Engineer
prior to installation. The panel color
shall be red, no other color is approved.
Specifications for the panel and
installation instructions will be
provided upon request.
2. This drawing shows vertical curb. For
Drive Over Curb the warning detection
location shall be placed in the same
position 6" back from the Face of
Curb or .
Case 1-Directional Ramps Case 2-Non-Directional Ramps
Varies
Panels
Ramp
Panels
Flare
2'-0"
Curb
Case 3-Mid-Block Ramps
6"
Panels Panels
Apron
Gutter
or
Flare
6"
Flare
(Center line of ramp)
CL -Center line of ramp
BOC
BOC
BOC
FOC
L
or
FL
FOC
BOC
FL
-Back of Curb
-Face of Curb
-Flow line
2'
REVISION NO:
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1607
URBAN AREA
LARIMER COUNTY
TRUNCATED DOME WARNING FOR ACCESS RAMPS
CONSTRUCTION
FORT COLLINS ONLY
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
July 24, 2013
PROJECT:
620-002
Sheet
Of 15 Sheets
CARRIAGE HOUSE APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
07/24/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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REVISION NO:
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1606(a)
URBAN AREA
LARIMER COUNTY
RESIDENTIAL LOCAL STREET ACCESS RAMPS
CONSTRUCTION
FORT COLLINS ONLY
Area to be landscaped
Conc. Sidewalk
N���:
1. S�� ���� ������ ����� ��� ������ �� ��� ����.
2. T�������� ���� ������� �����: I������ ������ ����� ���� ��� ��������
���� ��� ��� ����. T�� ����� �������� ����� �� "C��� I� T��� W������ P�����" ��
�� ���������� �������� ���� ���� �� ����� �������� �� ��� C��� E�������, ����� ��
������������. T�� ����� ����� ����� �� ���, �� ����� ����� �� ��������.
S������������� ��� ��� ����� �������� ���� �� �������� ���� �������.
3. E��� ���� ����� ����� ������������� �� ��� ������ �� ����� ��� ���� ��
�������� �� �����.
4. R���� �� �������� ������� 1606 �� ��� L����� C����� ����� ���� ������
��������� ��� ����� ��������� �������� ������ �� ��������� ����� ����� ���� �� ���
��������� �� ���� �������.
5. C�������� ��� ����� ��� ���� �� ��� ������ ���� ��� ������ �� ��� ������.
P L
0.5'
6.0'
4.5'
Trucated Dome
Warning Panel
Section A-A
NTS
0.5'
Gutter
1:20 Slope 1:12 MAX Slope
Varies
panels:
R20.0'
R15.0'
12.0'
4.5'
Full height Curb
12.0'
PLAN VIEW
NTS
PT Curb
4.5'
A
0" Curb
Ramp
Area
Landscaped
Flare
Gutter
1-2'x2'
1-2'x2.5'
Ramp
Ramp
R19.5'
PL
A
Conc. Sidewalk
PL
Conc. Flare
Flowline
0.5'
4.5' 6.0'
Detection Plan Locations
Truncated Dome Warning
Truncated dome
1.5'
1.5'
6" Curb
0" Curb
6" Curb
Flare
2'-0"
4'-6"
2'-6" 2'-0"
Curb
Curb
or
Apron
Flow line
Curb and Gutter
5'-6" BOC to walk w/ vertical curb
5'-7" BOC to walk w/ drive over curb
Conc. Flare
& Back of Walk
PT of Walk
Truncated dome
warning detection
PT of curb return
BOC- Back of curb
- Property Line
PT - Point of Tangency
P L
LEGEND:
Varies
6"
Panels Panels
N
OT TO SCALE
306
D3
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
VAN-
ACCESSIBLE
PARKING
MIN. MIN.
ONE IN EVERY
EIGHT ACCESSIBLE
SPACES, BUT NOT
LESS THAN ONE,
SHALL BE VAN
ACCESSIBLE.
ONE SIGN
PER SPACE
REQUIRED
REQUIRED
PER SPACE
ONE SIGN
REQUIRED
PER SPACE
ONE SIGN
CAR ACCESSIBLE VAN ACCESSIBLE
"UNIVERSAL DESIGN"
CAR & VAN ACCESSIBLE
OR
A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.
THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN
ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE
NEED FOR TWO SIGN TYPES.
8'
5'
8' 8'
8'
8'
11'
5'
11' 11'
5'
RESERVED RESERVED
PARKING
RESERVED
PARKING
R7-8
R7-8
R7-8
REVISION NO: 1
DATE: 03/01/02
HANDICAP PARKING REQUIREMENTS (AS PER "ADA")
STREET STANDARDS
URBAN AREA
LARIMER COUNTY
CONSTRUCTION DRAWINGS 1407
DRAWING
NOT TO SCALE
301
D3
HANDICAP PARKING
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
DATE: 03/01/02
CURB AND GUTTER
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 701
DRAWING
7 3/8" (L) 1 3/8"
17"
6"
3 3/8"
14"
FL
R 16"
R 16"
DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK
31"
See Drawing 1601
10 3/4"(L)
R 16"
DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK
18" 18"
3 3/8"
1 3/8"
6"
R 16"
FL
14"
6"
17"
1 1/2"
5' (L)
8 5/8" (F.C.)
7 1/4" F.C.
12" (F.C.)
Slope to curb 1/4"/Ft.
1' min. (F.C.)
48:1 min.
4:1 max.
Excavation
Fill
1' min.
2' min.
1/4"/Ft.
CURB & GUTTER IN A CUT OR FILL
DATE: 03/01/02
CURB AND GUTTER/SIDEWALK
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 702
DRAWING
6"
3'-9" (F.C.)
For Thickness
2' min. (L)
1:12 max.
X=2' min. Driveway Width Varies
2'-0"
6"
Attached
Sidewalk
Lip
FL
Back of curb
Right of Way line
Detached
Attached
Right of Way Line
Detached
Sidewalk
1:24 (max.)
NOTE:
1. Concrete driveway must be
provided to the property line.
Refer toC������ 25for minimum removal dimensions.
X
Y
W
X
Y
W = Width
1:12 (max.)
Property Line
t
1/4" PER FT.
N.T.S.
SECTION A-A 2"
t
1:12 (max.)
t
X = Curb Transition Length
Y = Parkway Width in Type I Approach
W = Driveway Width (See Drawing 707)
t = Concrete Thickness - minimum 6"
Type I = With Detached Sidewalk
Type II = With Attached Sidewalk
TYPE I TYPE II
1:12 (max.) 1:48
A
A
PERSPECTIVE
X=6'-0"
1:48 SLOPE
1:12 max.
B
B
WALK
Y
t
t
WALK
t 2"
FLOWLINE
JOINT
EXPANSION
BOW
1:12 (max.)
1:24
SECTION B-B
N.T.S.
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 706 DRAWING
STREET STANDARDS
URBAN AREA DATE: 04/01/07
STANDARD DRIVEWAY APPROACH (TYPES I & II)
Ramp if necessary
1:12
max.
BOW
Expansion joint if drive
continues as concrete
WALK
6"
(max.)
1/2"
2"R.
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
ASPHALT {
PAVEMENT SECTION}
{NOTES:
}1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS
CONTAINED IN THE {GEOTECHNICAL ENGINEERING REPORT "CARRIAGE HOUSE APPARTMENTS".} BY KUMAR & ASSOCIATES
DATED DECEMBER 13, 2012 (PROJ. NO. 12-1-517), AND ANY SUBSEQUENT ADDENDA.
2.REFER TO PLANS BY OUTSIDE LA FOR ADDITIONAL 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.
6" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
LIGHT DUTY PAVING
ASPHALT {
PAVEMENT SECTION}
HEAVY DUTY PAVING
7" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
7"
APPROVED
SUBGRADE
8"
APPROVED
SUBGRADE
NOT TO SCALE
203
D2
PAVING SECTIONS
(PRIVATE AREAS OUTSIDE ROW)
CONCRETE
{PAVEMENT SECTION }
6" CONCRETE
CONCRETE {
PAVEMENT SECTION }
4" CONCRETE
4" HOT
BITUMINOUS
PAVEMENT
(S OR SX) 5" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
24"
10"
2" 4"
%%P31"
AQUA-BRIC
PAVER
TM
CONCRETE/
ASPHALT
NON-WOVEN
GEOTEXTILE
FABRIC
24"-36" SUBGRADE
SUB-BASE
COURSE (NO. 2)
BASE COURSE
(NO. 57)
BEDDING
COURSE
(NO. 8)
NOT TO SCALE
204
D2
PERMEABLE PAVER EDGE RESTRAINT
(ABUTTING PAVEMENT)
{24" EDGE RESTRAINT}
3" CLR
NOT TO SCALE
206
D2
PRIVATE OUTFALL VERTICAL CURB & GUTTER
1"
6"
4 1/6" 2"
1 1/2"
1'-6" 6"
12"
1'-6"
1 1/2"
6"
1"
6"
6"
4 1/2"
12"
NOT TO SCALE
205
D2
PRIVATE INFLOW VERTICAL CURB & GUTTER
{PERMEABLE PAVER SECTION }
AQUA-BRIC
2" BEDDING
31" SUB-BASE
(MIN.)
SUB-GRADE
{}" JOINTS
HAND TIGHT
4" BASE
NOT TO SCALE
207
D2
CONCRETE CURB HEAD
HEIGHT VARIES
(6"-12")
SEE SHEET G1
18"
P.O. BOX 580
TYPICAL WATER SERVICE
11
4/12/11
1 1/2 INCH OR GREATER
CORPORATION STOP FOR 3/4
AND 1 INCH SERVICES
SERVICES
1 INCH SERVICES
NOT TO SCALE
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
NOTE:
* 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
BEDDING REQUIREMENTS
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
BEDDING REQUIRMENTS
WW-1
NBJ
4/11/11
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
July 24, 2013
PROJECT:
620-002
Sheet
Of 15 Sheets
CARRIAGE HOUSE APARTMENTS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
07/24/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
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
PLAN VIEW
48" DIA.
BEFORE BACKFILLING
ARMOUR-FLEX TUBING
AND GROUT KNOCKOUT
BOX
CURB
FLOW
2' (MAX.)
1" DIA. IRON
(TYP) PIPE BRACE
MANHOLE RUNGS
BELOW LID)
METER (PLACED
12" O.C.
24" DIA.
PRECAST CONCRETE
MANHOLE
8" x 8" CONCRETE
BLOCK (TYP.)
AND REMOVABLE PLUG)
WITH 1 27/32" DIA. HOLE
YOKE BOX LID PART #YL-TP
PART #YUC-7 WITH FORD
AMR POD (FORD YOKE BOX
%GENERAL NOTES:
1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY.
2. SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 1 1/2 IN. AND
2 IN. WATER METERS (PLAN VIEW) 16B
4/11/11
PIPE
SIZE BENDS TEE OR
DEAD
END
22 1/2 45 90
6"
8"
12"
1.0
1.5
3.0
1.5
2.5
4.5
2.5
4.5
9.0
4.5
8.0
16.5
3.5
5.5
12.0
MINIMUM BEARING SURFACE AREA
(SQ. FT.)
Bearing surface areas shown in chart are minimum.
All fittings to be wrapped with polyethylene.
Pipe installed under conditions different from those
normally encountered shall require thrust blocks
designed for those particular conditions.
Thrust blocks on pipe larger than 16 inches diameter
shall be designed for conditions existing at the
installation site.
Refer to Section 03300 for concrete requirements.
1.
2.
3.
4.
5.
GENERAL NOTES:
UNDISTURBED
SOIL
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BOND BREAKER
POLYETHYLENE BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BEARING
SURFACE
SOIL
UNDISTURBED
BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
BEDDING
MATERIAL
2/3 DIA.
TEE
TYPICAL BEND
TYPICAL CROSS-SECTION
DEAD END
BEARING SURFACES ARE A MINIMUM REQUIREMENT
AND DO NOT RELIEVE DESIGN ENGINEER OF
RESPONSIBILITY TO DESIGN EACH THRUST BLOCK.
16" 4.8 9.6 18.9 34.7 24.5
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
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
101
D1
STANDARD THRUST BLOCK
NOT TO SCALE
106
D1
SERVICE WYE DETAIL
NOT TO SCALE
103
D1
STANDARD SETTING FOR 11
2" & 2" WATER METERS
6"
CONNECTION
COMPRESSION
8" LAYER OF 3/4" TO 1 1/2" GRAVEL
SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING,
GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER
ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER PIT WALL ON OUTLET
NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT
DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION
AND NO TREES WITHIN 10 FEET.
BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS.
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE.
MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT.
SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER.
9.
8.
7.
6.
5.
1.
3.
2.
%GENERAL NOTES: 8"
12"
(MIN.)
PIPE BRACE
1" DIA. IRON
(TYP.)
2' (MAX.)
2% SLOPE
GRADE RINGS (IF REQUIRED)
PRE-CAST CONCRETE
BEFORE BACKFILLING
AND GROUT KNOCKOUT
ARMOUR-FLEX TUBING
MANHOLE
PRECAST CONCRETE
CURB BOX
(TYP. ALL JOINTS)
PLASTIC GASKETS
PRE-FORMED
1-1/2" METERS
FLOW
2" METERS
17 1/4" FOR
13 1/4" FOR
SETTER
METER
12" O.C.
MANHOLE RUNGS
48"
ALUMINUM MANHOLE RING AND
COVER WITH LOCK NUT
24"
54" (MIN.)
66" (MAX.)
INSTALL LID 1/2 IN. ABOVE
FINAL LANDSCAPED GRADE
MASTIC
MORTAR OR
16" (MAX.)
7" (MIN.)
FINISHED GRADE
AMR POD (FORD YOKE BOX
PART #YUC-7 WITH FORD
YOKE BOX LID PART #YL-TP
WITH 1 27/32" DIA. HOLE
AND REMOVABLE PLUG)
3" (MAX.)
1" (MAX.)
1/2" EMT OR PVC
VAULT OR PIT TOP
INTO YOKEBOX
2' (MAX.)
3/4" ROCK FOR GRADE
ADJUSTMENT (IF REQ'D)
12"
(MIN.)
(MAX.)
(TYP.)
TOP OF AMR LID TO
BE 1/2" ABOVE
FINISHED GRADE
CONDUIT THROUGH
10. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER.
4. THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSABLE FOR METER READING AND MAINTENANCE.
CURB STOP
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 1-1/2 IN.
AND 2 IN. WATER METERS
16A
4/11/11
SIDE.
BASIN.
NOT TO SCALE
104
D1
STANDARD SETTING FOR 11
2" & 2" WATER METERS
EASEMENT
6' UTILITY EASEMENT
EXISTING WALK TO REMAIN
6' SIDEWALK
T
T
GM GM
GM
GM
GM
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
12 SPACES @ 8' EA.
9 SPACES @ 8' EA.
15 SPACES @ 9' EA.
2 SPACES @ 9' EA.
2 SPACES @ 9' EA.
3 SPACES @ 9' EA.
PERMEABLE PAVER
PARKING AREA
11 SPACES @ 9' EA.
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
July 24, 2013
PROJECT:
620-002
Sheet
Of 15 Sheets
CARRIAGE HOUSE APARTMENTS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
07/24/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
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
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
LEGEND:
PROPERTY BOUNDRY
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.
PERMEABLE PAVERS
PRIVATE CONCRETE FLATWORK
PROPOSED VERTICAL CURB & GUTTER
PV1
PRIVATE STRIPING & PAVING PLAN
A. Reese
N. Whitcomb
1"=20'
LIGHT DUTY PAVING
HEAVY DUTY PAVING
PUBLIC CONCRETE FLATWORK
PROPOSED 72" FENCE
X
PROPOSED 48" FENCE
PROPOSED RIGHT-OF-WAY
ELECTRIC TRANSFORMER T
PROPOSED FLUSH RIBBON CURB
NOT FOR CONSTRUCTION
REVIEW SET
07/24/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
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
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
NOTES:
2.0%
EXISTING SPOT ELEVATION (47.45)
G2
SUBGRADE PLAN
A. Reese
N. Whitcomb
1"=10'
PROPOSED UNDERDRAIN UD
PROPOSED PVC STORM
ELECTRIC TRANSFORMER T
PROPOSED INFLOW VERTICAL
CURB AND GUTTER
PROPOSED OUTFALL VERTICAL
CURB AND GUTTER
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EXISTING WALK TO REMAIN
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
July 24, 2013
PROJECT:
620-002
Sheet
Of 15 Sheets
CARRIAGE HOUSE APARTMENTS
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
07/24/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
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
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
NOTES:
2.0%
EXISTING SPOT ELEVATION (47.45)
G1
GRADING PLAN
A. Reese
N. Whitcomb
1"=20'
PROPOSED UNDERDRAIN UD
PROPOSED PVC STORM
ELECTRIC TRANSFORMER T
PROPOSED INFLOW VERTICAL
CURB AND GUTTER
PROPOSED OUTFALL VERTICAL
CURB AND GUTTER
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BLDG 1
(PLAN C)
BLDG 3
(PLAN A)
BLDG 2
(PLAN A)
BLDG 4
(PLAN B)
BLDG 5
(PLAN B)
PERMEABLE PAVER
PARKING AREA
ASPHALT
PARKING
AREA
6' UTILITY
EASEMENT
9' UTILITY
EASEMENT
6' DETACHED WALK
6' ATTACHED WALK
SHIELDS STREET
(ROW VARIES)
SPRINGFIELD DRIVE
(60' ROW)
SIGHT DISTANCE EASEMENT
6' SIDEWALK
4' SIDEWALK
4.5' SIDEWALK
EXISTING WALK TO REMAIN
26.47 LF
12" PVC
@ 0.50%
36.30 LF 12" PVC @ 0.50% 44.59 LF 12" PVC @ 0.50% 33.83 LF 12" PVC @ 0.50% 37.95 LF 12" PVC @ 0.50%
108.50 LF 12" PVC @ 0.50%
39.27 LF 6" PVC @ 1.50%
21.56 LF
6" PVC
@ 1.50%
64.53 LF 6" PVC @ 1.50%
11.06 LF
6" PVC
@ 2.00%
11.06 LF
6" PVC
@ 2.00%
76.00 LF 6" SLOTTED PVC @ 0.50% 73.95 LF 6" SLOTTED PVC @ 0.50%
DRAIN BASIN 5-3
INV. OUT=5029.48 (E)
FG=5031.99
DRAIN BASIN 5-1.1
INV. OUT=5028.90 (N)
FG=5031.41
DRAIN BASIN 4-1
INV. OUT=5027.64 (N)
FG=5031.26
DRAIN BASIN 5-2
INV. IN=5028.51 (W)
INV. OUT=5028.51 (E)
FG=5031.18
DRAIN BASIN 5
INV. IN=5027.10 (S)
INV. IN=5027.60 (W)
INV. OUT=5027.10 (E)
FG=5030.78
DRAIN BASIN 4
INV. IN=5026.91 (W)
INV. IN=5027.41 (S)
INV. OUT=5026.91 (E)
FG=5030.47
INLET 6
INV. IN=5027.53 (E)
INV. IN=5027.53 (W)
INV. OUT=5027.64 (N)
FG=5030.28
DRAIN BASIN 3
INV. IN=5026.69 (W)
INV. OUT=5026.69 (E)
FG=5029.30
AREA INLET 2
(w/ ORIFACE PLATE)
INV. IN=5026.52 (W)
INV. OUT=5026.52 (E)
FG=5029.15
EXISTING INLET
INV. IN=5026.20 (W)
FG=5028.62
TEE 5-1
INV. IN=5028.18 (W)
INV. IN=5028.68 (S)
INV. OUT=5028.18 (E)
FG=5031.95
BEND 1
INV. IN=5026.33 (W)
INV. OUT=5026.33 (E)
FG=5029.61
CLEANOUT 6B
INV. OUT=5027.90 (W)
FG=5030.65
CLEANOUT 6A
INV. OUT=5027.91 (E)
FG=5030.66
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
July 24, 2013
PROJECT:
620-002
Sheet
Of 15 Sheets
CARRIAGE HOUSE APARTMENTS
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
07/24/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
ST1
STORM DRAIN PLAN
A. Reese
N. Whitcomb
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
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
PROPOSED RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED UNDERDRAIN
LEGEND:
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED ELECTRIC TRANSFORMER
S
PROPOSED PROPOSED SEWER FIRE SERVICE SERVICE W F
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROPERTY BOUNDARY
UD
PROPOSED 72" FENCE
X
PROPOSED 48" FENCE
T
PROPOSED STORM DRAIN
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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS.
3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
4.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF JOINTS AND INLET
STRUCTURES.
5.SEE SHEET D4 FOR UNDERDRAIN DETAILS
PROPOSED FLUSH RIBBON CURB
(PLAN A)
BLDG 2
(PLAN A)
BLDG 4
(PLAN B)
BLDG 5
(PLAN B)
PERMEABLE PAVER
PARKING AREA
ASPHALT
PARKING
AREA
S
W
F
W
S
S
S
S
W
F W
F
W
F
W
F
UD UD UD UD UD UD
W
W W W
6' UTILITY
EASEMENT
9' UTILITY
EASEMENT
6' DETACHED WALK
6' ATTACHED WALK
SHIELDS STREET
(ROW VARIES)
SPRINGFIELD DRIVE
(60' ROW)
SIGHT DISTANCE EASEMENT
6' SIDEWALK
4' SIDEWALK
4.5' SIDEWALK
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EXISTING WALK TO REMAIN
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
July 24, 2013
PROJECT:
620-002
Sheet
Of 15 Sheets
CARRIAGE HOUSE APARTMENTS
T���� �������� ���
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
07/24/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
U1
UTILITY PLAN
A. Reese
N. Whitcomb
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
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
PROPOSED RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED UNDERDRAIN
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.FIRE LINES SHALL BE STUBBED INSIDE THE RISER ROOM AND CAPPED 1'
ABOVE THE FINISHED FLOOR ELEVATION.
{
8.ALL MULTI-FAMILY WATER SERVICES TO BE 1". ALL MULTI-FAMILY SEWER
SERVICES TO BE 4".
9.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.
10.COORDINATE ABANDONMENT OF EXISTING WATER SERVICES IN SHIELDS
STREET AND SPRINGFIELD DRIVE WITH WATER UTILITIES CREW (970.416.2165)
11.PROPOSED VERTICAL CURB AND GUTTER IN SHIELDS STREET TO MATCH
EXISTING MONOLITHIC CURB, GUTTER AND BIKE LANE. CONTRACTOR TO
REPAIR FULL PANEL, 10" DEPTH.
12.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
13.UTILITY SERVICES TO BE BORED UNDER EXISTING TREES.
14.ALL UTILITY BORING SHALL COMPLY WITH LAND USE CODE SECTION
3.2.1.G (7) TO THE EXTENT POSSIBLE.
W
G
T
E
EXISTING STORM SEWER
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PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED ELECTRIC TRANSFORMER
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PROPOSED PROPOSED SEWER FIRE SERVICE SERVICE W F
EXISTING SANITARY SEWER SS
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
FDC
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROPERTY BOUNDARY
UD
PROPOSED 72" FENCE
X
PROPOSED 48" FENCE
T
PROPOSED FLUSH RIBBON CURB
CC
HC
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PP
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EXISTING
BUILDING
(1319)
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / /
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
July 24, 2013
PROJECT:
620-002
Sheet
Of 15 Sheets
CARRIAGE HOUSE APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
07/24/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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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
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
1305 S. SHIELDS STREET & 1105 SPRINGFIELD DRIVE
ORIGINAL FIELD SURVEY:
INTERMILL LAND SURVEYING, INC.
DATE: APRIL 29, 2011
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
D
CONTROL
IRR
G
EXISTING TREES (TO BE REMOVED)
D
S
EXISTING IRRIGATION IRR
EX1
DEMOLITION PLAN
EXISTING CONDITIONS & A. Reese
N. Whitcomb
1"=20'
EXISTING FEATURE (TO BE REMOVED)
{1.EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED.
2.HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE ROOT ZONE OF EXISTING TREES.
3.AVOID CUTTING SURFACE ROOTS WHENEVER POSSIBLE, SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE.
4.ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY, SMOOTH FLUSH CUTS SHOULD BE MADE, BACKFILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE
IMMEDIATELY.
5.PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE A ORANGE PROTECTIONS BARRIER FENCING ERECTED, WHICH AS A MINIMUM ARE SUPPORTED BY 1" X 1" OR SIMILAR STURDY
STOCK, FOR SHIELDING OF PROTECTED TREES, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ON HALF () OF THE DRIP LINE, WHICH EVER IS GREATER, WITHIN THIS PROTECTION ZONE
THERE SHALL BE NO MOVEMENT OF EQUIPMENT OR STORAGE OF EQUIPMENT, MATERIALS, DEBRIS, FILL OR CUT UNLESS APPROVED BY THE CITY FORESTER.
6.ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S "MEDIUM PRUNED STANDARDS."
}{
7.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND
APPROVED THE DISTURBANCE.
8.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE OR DISPOSAL OF WASTE MATERIAL
SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP
OF TREES.
9.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
10.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATION FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAYS AND UTILITY EASEMENTS MAY BE
"RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN NOT (5) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POSTS STAKES A
MAXIMUM OF FIFTY (50) FEET APART AND TYING A RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.}
TREE PROTECTION NOTES:
SUBSURFACE EXPLORATION BY:
KUMAR & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING STUDY AND PAVEMENT DESIGN
PROPOSED STUDENT APARTMENT DEVELOPMENT
1305 AND 1319 SOUTH SHIELDS AVENUE
PROJECT NO. 12-1-517
DATE: DECEMBER 13, 2012
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 RESPECTIVE 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.COORDINATE ABANDONMENT OF EXISTING WATER SERVICES IN SPRINGFIELD DRIVE WITH
WATER UTILITIES CREW (970.416.2165)}
1319 S. SHIELDS STREET
ORIGINAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES, INC.
DATE: OCTOBER 16, 2012
W
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of
the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be
located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be
the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any
utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer
to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all
parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of
Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,
whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Final Drainage Report for Carriage House Apartments dated July 24, 2013by 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 the
City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer
shall be responsible for providing any and all traffic control devices as may be required by thE construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic
sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by 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:
City of Fort Collins Benchmark19-97
At the Southeast corner of West Elizabeth and Shields St., on a concrete traffic signal base.
ELEV. = 5022.56
City of Fort Collins Benchmark29-92
Approximate 300 feet South of West Prospect Rd. and Shields St., on the North end of the West Bridge Parapet Wall.
ELEV. = 5022.50
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 priorto any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
16. For additional information see separate Stormwater Management Plan / Erosion Control Report for Carriage House Apartment .
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 Carriage House Apartments dated July 24, 2013by 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.
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
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:
PROJECT
LOCATION
VICINITY MAP
NORTH 1"=1500'
BENCHMARK #1:
City of Fort Collins Benchmark 19-97
Elevation= 5022.56
BENCHMARK #2:
City of Fort Collins Benchmark 29-92
Elevation= 5022.50
Basis of Bearing
East line of the South East 1
4of Section15, Township 7 North, Range 69 West as bearing
North 00�29'45" East (assumed bearing).
1305 S. Shields Street & 1105 Springfield Drive
Intermill Land Surveying, Inc.
S����� S������, PLS
1301 C�������� A�����
L�������, C������� 80537
(970) 669-0516
Project No. P-11-6966
Date: April 29, 2011
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 SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
OWNER/APPLICANT
CONTACT INFORMATION
PROJECT TEAM:
SITE ENGINEER
N��� H���, PE, LEED AP
N������� E���������� S�������, I��.
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
(970) 221-4158
SURVEYOR
G��� G��������, PLS
N������� E���������� S�������, I��.
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
(970) 221-4158
ARCHITECT
CONTACT INFORMATION
PROJECT TEAM:
R������ S����, AIA, LEED AP
OZ A�����������
3003 L������ S�����
D�����, C������� 80205
(303) 861-5704
C���� B�����
C�������� P��������� L��.
7302 R����� S�����
L�������, C������� 80503
(303) 884-1021
COVER SHEET
SHEET INDEX
CS1
CS2 GENERAL & CONSTRUCTION NOTES
EX1 EXISTING CONDITIONS & DEMOLITION PLAN
PV1 PRIVATE STRIPING & PAVING PLAN
G1 GRADING PLAN
E N G I N E E R I N G
� � � � � � ��
E N G I N E E R I N G
� � � � � � ��
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
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-- Doug Martine (970) 224-6152
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700
WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700
STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700
1319 S. Shields Street
Northern Engineering Services, Inc.
Project No. 620-002
Date: July 7, 2011
LANDSCAPE ARCHITECT
S���� G�����
O������ LA, LLC
2623 B������ C���� R���
S�������� S������, C������� 80487
(970) 871-9629
GEOTECH
R��� K����, PE
K���� & A���������, I��.
2390 S���� L���� S�����
D�����, C������� 80223
(303) 742-9700
U1 UTILITY PLAN
DR1 DRAINAGE EXHIBIT
D1 UTILITY DETAILS
D2 SITE DETAILS
D3 SITE DETAILS
D4 DRAINAGE DETAILS
ST1 STORM DRAIN PLAN
G2 SUBGRADE PLAN
EC1 EROSION CONTROL PLAN
EC2 EROSION CONTROL DETAILS