HomeMy WebLinkAboutMAX FLATS - PDP/FDP - FDP130008 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSSOUTH COLLEGE AVENUE
W. MULBERRY ST.
MASON ST.
LAUREL ST.
RIVERSIDE AVENUE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
April 24, 2013
PROJECT:
860-001
Sheet
Of 14 Sheets
MAX FLATS
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NOT FOR CONSTRUCTION
REVIEW SET
04/24/13
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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C000
COVER SHEET
A. Reese
N. Whitcomb
N/A
APRIL 2013
PROJECT
LOCATION
VICINITY MAP
NORTH 1"=1500'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
April 24, 2013
PROJECT:
860-001
Sheet
Of 14 Sheets
MAX FLATS
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NOT FOR CONSTRUCTION
REVIEW SET
04/24/13
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
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer
County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort
Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer.
Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of
any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer
hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and
demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of
the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
EXISTING
BUILDING
(209)
EXISTING
BUILDING
(209)
EXISTING
BUILDING
(209)
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VAULT
ELEC
ELEC
T S
R R
X
X
X
X
X
X
TRAFFIC
VAULT
VAULT
ELEC
W
C S
E
E
E E E E E
E E
E E E
E
E E E E
E
E
E
W W W W
W
C.O.
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X
X
X
X
X
X
OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE
C S
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G
LID
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T T
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SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS
TF
TVM
COM
LCD
LR
RETAIL
COVERED
CONCRETE
PARKING AREA
OPEN-AIR
CONCRETE
PARKING AREA
X
X
X
X
X
X
X
X
X
X
X
X
MULBERRY STREET
(100' ROW)
MASON STREET
(100' ROW)
EXISTING
(20') ALLEY
EXISTING
(20') ALLEY
EXISTING
BUILDING
(209)
EXISTING
BUILDING
(209)
EXISTING
BUILDING
(209)
EXISTING
BUILDING
(206)
EXISTING
BUILDING
(202)
2' 6'
OPEN-AIR
CONCRETE
PARKING AREA
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
April 24, 2013
VAULT
ELEC
ELEC
T S
R R
X
X
X
X
X
X
TRAFFIC
VAULT
VAULT
ELEC
W
C S
E
E
X
X
X
X
X
X
C S
S
S
T T
SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS
SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W
8" W
W W
W W
G G G G G G G G G
S
S
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W
W
F
F
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FDC
G G G G G G
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LCD
LR
S
S
S
W
W
F
F
S
S
FDC
G
G
G G
G
G
W
S
VAULT
ELEC
ELEC
T S
R
R
X X
X X
X X
TRAFFIC
VAULT
VAULT
ELEC
C
S
E
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X
X
X
X
X
X
S
S
T T
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
4" W 4" W 4" W
4" W
4" W 4" W
4" W 4" W 4" W 4" W
SS SS
SS SS SS SS SS
SS SS
SS
SS SS
SS SS SS SS SS
SS SS SS
VAULT
ELEC
ELEC
T S
R R
X
X
X
X
X
X
TRAFFIC
VAULT
VAULT
ELEC
E
E
X
X
X
X
X
X
T T
TF
COM TVM
LCD
LR
MULBERRY STREET
(100' ROW)
MASON STREET
(100' ROW)
FFE=
�93.2
FFE=
�92.8
FFE=
�92.6
FFE=�92.6
FFE=
�93.2
RETAIL
OPEN-AIR
CONCRETE
PARKING AREA COVERED
CONCRETE
PARKING AREA
OPEN-AIR
CONCRETE
PARKING AREA
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EXISTING
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
April 24, 2013
PROJECT:
860-001
Sheet
Of 14 Sheets
MAX FLATS
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NOT FOR CONSTRUCTION
REVIEW SET
04/24/13
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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C500
DETAILS
A. Reese
N. Whitcomb
N/A
NOT TO SCALE
101
C500
STANDARD CONCRETE THRUST BLOCKS
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
April 24, 2013
PROJECT:
860-001
Sheet
Of 14 Sheets
MAX FLATS
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NOT FOR CONSTRUCTION
REVIEW SET
04/24/13
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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C501
DETAILS
A. Reese
N. Whitcomb
N/A
NOT TO SCALE
201
C501
STANDARD SETTING FOR 3" & 4" WATER METERS
ALTERNATE BASE
POURED INVERT
PRECAST MANHOLE BASE
2 IN. MIN.
SLOPE
1 IN. MIN.
8 IN. MIN.
6 IN.
15 IN. OR LESS 48 IN.
18 IN. TO 30 IN. 60 IN.
OVER 30 INCHES 72 IN.
MIN. MANHOLE
MINIMUM INSIDE DIAMETER OF
DIAMETER
MANHOLE SHALL BE AS FOLLOWS:
PIPE SIZE
5 FT. MIN. DEPTH
CONCRETE ADJUSTMENT SHIMS
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
April 24, 2013
PROJECT:
860-001
Sheet
Of 14 Sheets
MAX FLATS
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NOT FOR CONSTRUCTION
REVIEW SET
04/24/13
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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Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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.
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
April 24, 2013
PROJECT:
860-001
Sheet
Of 14 Sheets
MAX FLATS
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NOT FOR CONSTRUCTION
REVIEW SET
04/24/13
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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Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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.
VAULT
ELEC
ELEC
T S
R R
X
X
X
X
X
X
TRAFFIC
VAULT
VAULT
ELEC
E
E
X
X
X
X
X
X
T T
W W
TF
COM TVM
LCD
LR
MULBERRY STREET
(100' ROW)
MASON STREET
(100' ROW)
G G G G G G
RETAIL
OPEN-AIR
CONCRETE
PARKING AREA
COVERED
CONCRETE
PARKING AREA
OPEN-AIR
CONCRETE
PARKING AREA
XS#: 2446
4993 NGVD 29
XS#: 2690
FFE=
�93.2
FFE=
�92.8
FFE=
�92.6
FFE=�92.6
FFE=
�93.2
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��� 2
X
X
X
X
X
X
C.O.
X
X
X
X
X
X
T T
TF
COM TVM
LCD
LR
MULBERRY STREET
(100' ROW)
MASON STREET
(100' ROW)
G G G G G G
RETAIL
OPEN-AIR
CONCRETE
PARKING AREA
COVERED
CONCRETE
PARKING AREA
OPEN-AIR
CONCRETE
PARKING AREA
FFE=
�93.2
EXISTING
ALLEY
SF
SF SF SF SF SF
W
W
VTC
W
W
W
W
IP
IP
IP
W
W
W
W
W
SF SF W
W
RS
RS
RS
RS
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
April 24, 2013
PROJECT:
860-001
Sheet
Of 14 Sheets
MAX FLATS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
04/24/13
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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C602
EROSION CONTROL DETAILS
A. Reese
A. Reese
1"=20'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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
CWA
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
W
VT
SF SF
IP
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
IP
IF
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
April 24, 2013
PROJECT:
860-001
Sheet
Of 14 Sheets
MAX FLATS
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NOT FOR CONSTRUCTION
REVIEW SET
04/24/13
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PHONE: 970.221.4158 FAX: 970.221.4159
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C601
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 VT
SF
INLET FILTER (MIRAFI DANDY SACK OR APPROVED EQUAL) IF
TABLE OF CONSTRUCTION
SEQUENCE AND BMP APPLICATION
Project: MAX Flats
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.
2.TOTAL DISTURBED AREA = 5.02 ACRES
3.SWMP ADMINISTRATOR:
Contact________________________________
Company________________________________
Address________________________________
Phone________________________________
4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
5.SEE "GRADING & EROSION CONTROL NOTES" ON SHEET C001 OF THE UTILITY PLAN
SET FOR MAX FLATS PREPARED BY NORTHERN ENGINEERING DATED APRIL 24, 2013
FOR ADDITIONAL INFORMATION.
}6.REFER TO THE "DRAINAGE LETTER FOR MAX FLATS" BY NORTHERN ENGINEERING,
DATED APRIL 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.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE
PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED.
10.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.
11.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.)
12.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.
13.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.
14.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.
{15.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.
EROSION CONTROL NOTES:
����� 105
��������'� ��������
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����� 105
��������'� ��������
EXISTING
ALLEY
XS#: 2510
4993.7
NGVD 29
4993.7
NGVD 29
4993.1
NGVD 29
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
April 24, 2013
PROJECT:
860-001
Sheet
Of 14 Sheets
MAX FLATS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
04/24/13
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
���.�������������������.���
C600
FLOODPLAIN EXHIBIT
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
EXISTING 100-YEAR CITY FLOODWAY
NOTES:
PROPOSED STORM INLET
PROPOSED CONCRETE
CROSS PAN (TYP.)
PEDESTRIAN ACCESS RAMPS
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
PROPERTY BOUNDARY
FOR STORMWATER REVIEW ONLY
NOT FOR CONSTRUCTION
1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION
2.THIS PROJECT IS LOCATED WITHIN THE CITY-REGULATED OLD TOWN
100-YEAR FLOODWAY AND FLOOD FRINGE AND MUST COMPLY WITH
CHAPTER 10 OF THE CITY CODE.
3.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED
HEREON ARE PER THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM
(NGVD 29 - UNADJUSTED).
4.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC
TABLES, BIKE RACKS, ETC.) MUST BE ANCHORED.
5.THE LOWEST FLOOR AND THE FINISH FLOOR AND LOWEST FLOOR
ELEVATION FOR ANY BUILDING IN THE FLOODPLAIN SHALL BE
FLOODPROOFED BELOW THE REGULATORY FLOOD PROTECTION
ELEVATION.
6.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH
STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT IN THE
FLOODPLAIN.
7.THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE SUBMITTED
AT THE TIME OF THE BUILDING PERMIT APPLICATION.
8.A FLOODPROOFING CERTIFICATE SHALL BE COMPLETED AND
APPROVED BEFORE THE CERTIFICATE OF OCCUPANCY IS ISSUED FOR ANY
STRUCTURE IN THE FLOODPLAIN.
9.THE FLOODPROOFING REQUIREMENTS OF CHAPTER 10 OF THE CITY
CODE WILL BE SATISFIED PRIOR TO ISSUANCE OF A BUILDING PERMIT.
10.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN
THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR
PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR
NO RISE IN THE FLOODWAY.
{11.REFER TO THE "DRAINAGE LETTER FOR MAX FLATS" BY NORTHERN
ENGINEERING, DATED APRIL 24, 2013 FOR ADDITIONAL INFORMATION.
12.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED
PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., BIKE
RACK, CURB CUTREMOVAL, LANDSCAPING).
13.ALL HVAC EQUIPMENT IS TO BE LOCATED ON THE ROOFTOP OF THE
LOWEST FLOOR
ELEVATION = C
RFPE
ELEVATION = B
BASE FLOOD ELEVATION
(BFE) = A
DETAIL
NTS
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)
CROSS-SECTION (CSL)
SLAB-ON-GRADE
BASE FLOOD ELEVATION (BFE)
EXISTING 100-YEAR CITY FLOODPLAIN
ELEVATION NGVD 29 (UNADJUSTED) 5000
MIXED-USE BUILDING
SUMMARY
EL. DESIGNATION NGVD 29 (UNADJUSTED)
A 4993.70 FT
B 4995.20 FT
C 4992.6 FT
REGULATORY FLOOD PROTECTION ELEVATION (RFPE) 4995.20 FT
MINIMUM FLOODPROOFING ELEVATION 4995.20 FT
ELEVATION OF HVAC EQUIPMENT 5052.60 FT
XS#: 2446
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
FIRST FLOOR
COMMERCIAL/RETAIL
RESIDENTIAL UNITS ABOVE
FLOOD
PROOF
R
NOT TO SCALE
400
C503
CURB AND GUTTER 401 CURB AND GUTTER / SIDEWALK STANDARD DRIVEWAY APPROACH (HIGH VOLUME)
C503
402
C503
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
G����� ���� ��� ��
������� �� ��������.
(T������ ��� ��� C��� &
& G����� T����)
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"
S�� D������ 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.)
S���� �� ���� 1/4"/F�.
1' ���. (F.C.)
48:1 ���.
4:1 ���.
E���������
F���
1' ���.
2' ���.
1/4"/F�.
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.)
F�� T��������
2' ���. (L)
NOTES:
1. 6' ���� ��� ��� ����������� �������.
2. A�� ������������� �� ���� ������ �����.
3. 6" C��� H�����.
4. 0" C��� H�����.
5. A�� �� ����� ���������� ������������ ����
�� �� ROW �� � ���������� �� ������ ������ ��������.
6. T�������� D��� W������ D��������.
2'
Y
1:12 1:48
(���.)
D�������
G�����
S�������
P������
S�������
ROW
F���� O������� E�������� J����
TYPE III
DETACHED WALK
TYPE IV
ATTACHED WALK
S�� N��� 4
S�� N��� 3
6' (���.)
1:12
S�� N��� 3
S�� N��� 4
S�� N��� 5
R��� �� ���� ���������
�� ������� ��������.
C��� �� ������
L�������� ��
N��������
I� C������� D�������
D�������
C���
1:48
(���.)
1:12
�
1/4" PER FT.
N.T.S.
SECTIONS A-A & B-B
1:12 (���.)
A
A
1:48 SLOPE
WALK
B
B
CLASSIFICATION APPROACH
TYPE
S����� F����� 12' 24'
C��������� I, II, III, �� IV
M���� F�����
24' 36'
24' 36'
MINIMUM
WIDTH WIDTH
MAXIMUM
I��������� 24' 36'
I, II, III, �� IV
I �� II
RESIDENTIAL:
*
*
**
*
H��� ������ ��������� (T��� III �� IV) ������� ��� 350
30' ������� ��� 3 ��� �������.
N� ������ ������� ����� ������ 36'. W���� ���������
����� �� ������� �/� ������ ��� ���� ���� 6' ����.
�� ������� ���� ����/���.
**
*
DRIVEWAY WIDTHS
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 707 DRAWING
STREET STANDARDS
URBAN AREA DATE: 04/01/07
STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & IV)
(FC O���)
1:12
M��
M��
S�� N��� 6
S�� N��� 6
1:48
C503
DETAILS
A. Reese
N. Whitcomb
N/A
NOT TO SCALE
406 TRENCH DETAIL
C503
12" (W���� & S����)
I� ���� ������� �� ���� ����
4' �� �������� �������/��������,
�� ���� �� ������� ��� ��������.
E��� �� P������� ��
L�� �� E������� G�����
C��������
L���� �� S�������
M��������
P�������
T��������
V�����
V�����
1" (���.)
(S�� N��� 9 ����� ��� S����.)
4" (���.)
6" (���.)
T����� W����
V�����
2'
(���.)
B������ M�������
U���������� S���
U������ C������
N�� A������/C�������
C���� R��� B���
E������� R��� B���
6" F��� D���� A������ ��
X/Y C�������� S������
NOTES:
1. A�� �������� ����� �� ���������� �� ���������� ���� ��� ����� ������ ������ ��������� ��������� �� ���
L���� E����� E�������.
2. P���� �� ��������� �� �������/��������, �������� ���� ����� �� ��� ��� �� � �����, ��������, ��� ��������
����.
3. W���� ��� ����������� ����� ��� ���-���������, � ����/������ ������ (1 ���� ���) ��� �� ����������� ���
�������� ��������.
4. T����� ����� ����� ��� �� ���� ���� 16" ��� ���� ���� 12" ����� ���� ��� ������� �������� �� ��� ����.
5. U�� � #4 ����� �� ������� ����� ��� ��������� �� �������� ����������� ��������.
6. R���� �� C������ 22, M�������� & C����������� S������������� ��� ���������� ��� ������� ������������.
7. I� ���������� �����, ��� ��������� ����� ����� �� ��������, ������ & �������.
8. I� �������� ��������, � ������� �� ��� ������ �������� ����� ���� �� ��������.
9. B������ �������� ����� ���� ���������� ����� ����� ����� �� �� �� ������ ����, ������ �� ����� ��
���������� ��������; ����, ������� �������� ����� �� ������ �� � ����� 12" ����� ����.
LARIMER COUNTY
URBAN AREA
STREET STANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 2201
DATE: 08/07/00
TRENCH DETAIL
NOT TO SCALE
404
C503
SIDEWALK DETAIL
ATTACHED SIDEWALK DETAIL
S���� �������� �� ���� 1/4" ��� ����.
NOTE: C�������� �������� ���� ������ �� 10' ���������
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
��� ������� ���� ������� �� ����.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" E��������
J���� ��������
DETACHED SIDEWALK DETAIL
V�������
L����������
S���� �������� �� ���� 1/4" ��� ����.
2' ���.
S����: M������
1
4"/��
M������ 3"/��
CONSTRUCTION
SIDEWALK DETAIL
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1602
DRAWING
REVISION DATE: 04/NO: 01/07 2
NOT TO SCALE
403
C503
STANDARD SIDEWALK
S�������
D�������
LIP
F.L.
T.C.
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. S������� ����� ����� ������ ���������� ������ ��������
3. T��� ������ ������� �� R���������� & C��������� ���������.
6"
6" R����������
D������� S�������
A������� S�������
1/2" E��������
J���� M������� 1/2" E��������
J���� M�������
�
�
2. F�� �������� ������ ������������, ��������. ���. 706 & 707.
DETACHED ATTACHED
3'-0" 6'-0"
A�� S������� T�������� S���� B� 6" �������.
M��.
STANDARD SIDEWALK
STREET STANDARDS
LARIMER URBAN COUNTY AREA REVISION NO: 1
CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING
SIDEWALK
8" C���������
NOT TO SCALE
405
C503
TRUNCATED DOME WARNING FOR ACCESS RAMPS
F
C���
F����
V�����
C���
2'-0"
F����
R���
�������� �����
P����� �������� �� ���
A����
G�����
��
C��� ��� G�����
F��� ����
1:20 S���� 1:12 MAX S����
S������ A-A
NTS
V����� V�����
C���
C���
F����
R���
2'-0"
V�����
P�����
P�����
6"
A
A
CL
P��������� ����
A������ ����
R���
W����:
4.5'
5.0'
6.0'
7.0'
8.0'
N���:
T�������� ���� ������ ���
��������� �� 2'�2' ������� ���
2'�2.5' ����������. C������
��� ������ �� ��� ��� ����.
P����� ��� �� ��� �� �� ����
���� � 2'�1.5' ����.
P���� W����
C�����������:
2'+2.5'
2.5'+2.5'
2'+2'+2'
2.5'+2'+2.5'
2'+2'+2'+2'
N���:
1. T�������� ���� ������� �����:
I������ ������ ����� ���� ��� ��������
���� ��� ��� ����. T�� ����� ��������
����� �� "C��� I� T��� W������ P�����"
�� �� ���������� �������� ���� ����
�� ����� �������� �� ��� C��� E�������
����� �� ������������. T�� ����� �����
����� �� ���, �� ����� ����� �� ��������.
S������������� ��� ��� ����� ���
������������ ������������ ���� ��
�������� ���� �������.
2. T��� ������� ����� �������� ����. F��
D���� O��� C��� ��� ������� ���������
�������� ����� �� ������ �� ��� ����
�������� 6" ���� ���� ��� F��� ��
C��� �� .
C��� 1-D���������� R���� C��� 2-N��-D���������� R����
V�����
P�����
R���
P�����
F����
2'-0"
C���
C��� 3-M��-B���� R����
6"
P����� P�����
A����
G�����
��
F����
6"
F����
(C����� ���� �� ����)
CL -C����� ���� �� ����
BOC
BOC
BOC
FOC
L
��
FL
FOC
BOC
FL
-B��� �� C���
-F��� �� C���
-F��� ����
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
NOT TO SCALE
407
C503
PRIVATE PAVING SECTIONS
{NOTES:
}1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS
CONTAINED IN THE {GEOTECHNICAL ENGINEERING REPORT "ODELL BREWING CO. BREW HOUSE EXPANSION".} BY
TERRACON CONSULTANTS, INC. DATED OCTOBER 9, 2012 (PROJ. NO. 20125035), AND ANY SUBSEQUENT ADDENDA.
2.REFER TO PLANS BY BHA DESIGN, INC. FOR PAVER COLOR, TYPE, PATTERN, AND LOCATION.
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 PARKING LOT SHALL RECEIVE SOME FORM OF EDGE RESTRAINT.
FOLLOW MANUFACTURER'S RECOMMENDATIONS AND DETAILS ON THIS SHEET.
HEAVY DUTY{
CONCRETE SECTION}
LIGHT DUTY {
CONCRETE SECTION}
5" CONCRETE
SANDY LEAN
SUBGRADE SOILS
5" CONCRETE
SANDY LEAN
SUBGRADE SOILS
PRIVATE FLATWORK {
CONCRETE SECTION}
4" CONCRETE
SANDY LEAN
SUBGRADE SOILS
R
NOT TO SCALE
300
C502
STORMWATER BEDDING 301 SHALLOW MANHOLE WITH FLAT TOP MANHOLE CHANNELING
C502
302
C502
C502
DETAILS
A. Reese
N. Whitcomb
N/A
NOT TO SCALE
305 NYLOPLAST INSTALLATION OPTIONS
C502
NOT TO SCALE
304
C502
NYLOPLAST 12" DRAIN BASIN (INLET A4)
NOT TO SCALE
303
C502
AREA INLET (INLET A3)
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
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
SHALLOW MANHOLE WITH FLAT TOP
11/8/00 D-4
NBJ
PIPE SIZE MIN. MANHOLE
DIAMETER
24 IN. OR LESS
27 IN. TO 42 IN. (INCL.)
OVER 42 IN. 72 IN.
60 IN.
48 IN.
NOTE: MINIMUM INSIDE DIAMETER OF
MANHOLE SHALL BE AS FOLLOWS:
ALTERNATE BASE
POURED INVERT
RECAST MANHOLE
BASE
8 IN. MIN.
6 IN.
2 IN. MIN.
SLOPE
1 IN./FT.
BRICK &/OR CONCRETE
ADJUSTMENT SHIM
GROUTED INSIDE AND OUT
FLAT SLAB TOP SECTION
IN LIEU OF CONICAL TOP
ASTM C-478
MANHOLE SECTIONS
GROUT BASE TO CONE
INSIDE AND OUT
POURED CONCRETE
BASE
SEE NOTE
MANHOLE RUNGS
12 IN. O.C.
FINISHED GRADE
24 IN. RING AND COVER - 400 LB.
DENVER HEAVY BY MACLEAR
OR APPROVED EQUAL
8 IN.
1 FT.
5 FT. MAX.
16 IN. MAX
SLOPE
1 IN./FT.
18 IN. MAX
2 IN.
8 IN. MIN.
28 IN. MAX
ASTM C-478
AS NEEDED
BEND WITH
CURVED DEFLECTOR STRAIGHT DEFLECTOR
BEND WITH
INLINE UPSTREAM MAIN &
90 LATERAL WITH DEFLECTOR
WITH DEFLECTOR
DIRECTLY OPPOSED LATERAL
(HEAD LOSSES ARE STILL EXCESSIVE
WITH THIS METHOD, BUT ARE
SIGNIFICANTLY MORE THAN WHEN
NO DEFLECTOR EXISTS)
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NJB
11/9/00 D-5
CHANNELING DETAILS FOR MANHOLES
o
GENERAL NOTES:
1. AREA INLETS MAY BE USED FOR
DRAINAGEWAY OTHER THAN STREETS.
(EXAMPLE, PARKING LOTS, MEDIANDS,
SUMP BASINS)
NO. 12 GRATE AND FRAME BY
MaCLEAR OR APPROVED EQUAL.
PLAN VIEW
A
A
B B
35 3/4 IN.
6 IN. 23 3/4 IN.
3 IN. CIR. O.F.
2 IN. CIR L.F.
#4 @ 12 IN.
CTRS. (TYP.)
#4 @ 12 IN. CTRS.
F
#4 BAR CONCRETE
PIPE O.D.
3 IN.
CIR.
CONCRETE PIPE
I.D. D
SECTION A-A SECTION B-B
12 IN.
LAP
DRAINAGE
SLOPE FOR
INLET AND
FLOW LINE OF
CONDUIT
PIPE
AROUND
#4
12 IN. MIN. INLET GRATES
CTRS. (TYP.)
#4 @ 12 IN.
2 IN. CIR L.F.
3 IN. CIR. O.F.
28 1/4 IN.
6 IN. 16 1/4 IN.
H
AND FLOOR
6 IN. TYPICAL WALLS
12 IN. SPACING STEP MAX.
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NBJ
12/8/00 D-9A
AREA INLET
DWG SIZE A SCALE 1:20 SHEET 1 OF 1 DWG NO. 7001-110-189 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
���.���������-��.���
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 3-29-06
DRAWN BY EBC
3-29-06
CJA
5 ADAPTER
ANGLES
VARIABLE 0� - 360�
ACCORDING TO
PLANS
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
3 VARIABLE SUMP DEPTH
ACCORDING TO PLANS ( 6" MIN)
4" MIN
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURE
RECOMMENDATION
3 VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
4 WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
4 VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 12" FOR CORRUGATED HDPE
(ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL),
SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
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.
1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,
WITH THE EXCEPTION OF THE BRONZE GRATE.
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
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
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212
FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0� TO 360�. TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
DWG SIZE A SCALE 1:20 SHEET 1 OF 1 DWG NO. 7001-110-189 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
���.���������-��.���
DRAIN BASIN QUICK SPEC INSTALLATION DETAIL
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 3-29-06
DRAWN BY EBC
3-29-06
CJA
5 ADAPTER
ANGLES
VARIABLE 0� - 360�
ACCORDING TO
PLANS
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
3 VARIABLE SUMP DEPTH
ACCORDING TO PLANS ( 6" MIN)
4" MIN
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURE
RECOMMENDATION
3 VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
NYLOPLAST DRAIN BASIN:2812AG _ _ X
4 WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
4 VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 12" FOR CORRUGATED HDPE
(ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL),
SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC
1 2 INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
(GRATE OPTION SHOWN, BASINS IN ROADWAY
TO BE SOLID COVERS)
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
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.
1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,
WITH THE EXCEPTION OF THE BRONZE GRATE.
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
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
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212
FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0� TO 360�. TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
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
WHEN ARE INLINE DRAINS USED?
2708AG _ _ X
2710AG _ _ X
2712AG _ _ X
2715AG _ _ X
2718AG _ _ X
2724AG _ _ X
2730AG _ _ X
TYPICAL INSTALLATIONS
TYPICAL INSTALLATION OF NYLOPLAST
DRAIN BASIN AND INLINE DRAIN
1: TO ENTER AN EXISTING LINE
USING A TEE & RISER
2: AT THE BEGINNING OF A DRAIN LINE
USING AN ELBOW & RISER
TEE ELBOW
12" DRAIN BASIN
2 INLET & OUTLET
ADAPTERS CAN BE
PUT ON ANY ANGLE
1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW
APPLICATIONS 5: TO CHANGE DIRECTION
A�
RISER
DRAIN BASIN
INLINE DRAIN
10" INLINE DRAIN
10" INLINE DRAIN
3 VARIABLE ELEVATION
WATERTIGHT ADAPTERS AVAILABLE
FOR MOST COMMON PLASTIC PIPING SYSTEMS
8" 6"
CORRUGATED
HDPE PIPE SMOOTH WALL
PVC
1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30"
2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0� TO 360�, TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012,
7001-110-013, & 7001-110-014
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS
SEE DRAWING NO. 7001-110-065
GRATE OPTIONS LOAD
RATING PART# DRAWING #
PEDESTRIAN MEETS H-10 1299CGP 7001-110-202
STANDARD MEETS H-20 1299CGS 7001-110-203
SOLID COVER MEETS H-20 1299CGC 7001-110-204
PEDESTRIAN
BRONZE
LIGHT DUTY 1299CGPB 7001-110-205
DOME N/A 1299CGD 7001-110-206
DROP IN GRATE LIGHT DUTY 1201DI 7001-110-021
GROUTED INSIDE
ASTM C-478 ECCENTRIC CONE
PRE-FORMED PLASTIC GASKET
ASTM C-478 MANHOLE SECTIONS
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
CAST-IN-PLACE CONCRETE BASE
16 IN. MAX.
FINISHED GRADE
30 IN. MIN.
48 IN. MAX.
VARIABLE
28 IN. MAX.
24 IN.
SEE TABLE
6 IN.
12 IN.
SLOPE
1 IN./FT.
18 IN.
MAX.
MANHOLE RUNGS
12 IN. O.C.
8 IN. MIN
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
STANDARD MANHOLE
WW-3
NBJ
4/11/11
NOT TO SCALE
202
C501
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
BEDDING REQUIRMENTS
WW-1
NBJ
4/11/11
PLAN VIEW
CROSS VIEW
45 ELBOW
SERVICE WYE
8 IN. PVC SEWER PIPE
COMPACTED GRANULAR MATERIAL
AIR-TIGHT PLUG WITH
4 IN. X 4 IN. MARKER
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
LEAN CONCRETE
PVC SEWER PIPE
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
LEAN CONCRETE
o
20 MIN. o
45 MAX. o
TRENCH
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
4 IN. X 4 IN.
MARKER
AIR-TIGHT PLUG
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
SERVICE WYE DETAIL
WW-9
NBJ
4/11/11
NOT TO SCALE
208 PRIVATE SANITARY SEWER CLEANOUT
C501
SLOPE TO MATCH
SRV. GRADE AS REQ'D
TRAFFIC/PAVED AREAS
NTS
6" PVC
PIPE
CUT TO MATE
w/ BELL
FLOW
CONTINUATION
OF SEWER LINE
COUPLING
SRV. PIPE
4"-45
ELBOW
45 6"WYE x6"x4"
VARIES
COMPACTED GRANULAR
4" PVC SDR 35 PIPE
& FITTINGS (TYP.)
FROM BOTTOM OF
BEDDING ZONE TO
TOP OF ELBOW
MATERIAL
PVC SLIP
VALVE BOX AND COVER W/
"SEWER" CAST INTO COVER
SCREW-ON WATER
TIGHT PLUG
2'x2'x6" DEEP
CONCRETE COLLAR
ELBOW COMPACTED GRANULAR
45 WYE
4"-45
6"x6"x4"
SRV. GRADE AS REQ'D
w/ BELL
CUT SRV. TO MATE PIPE
VARIES
PIPE
6" PVC
FLOW
SLOPE TO MATCH
MATERIAL
TOP OF ELBOW
BEDDING ZONE TO
FROM BOTTOM OF
& FITTINGS (TYP.)
4" PVC SDR 35 PIPE
OVER CLEANOUT
PVC COUPLING SLIP
OF SEWER LINE
CONTINUATION
ACCESS COVER
HEAVY-DUTY
FINISHED GRADE
LANDSCAPED AREAS
NTS
6"
MIN.
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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
STANDARD SETTING FOR 3" & 4" WATER METERS
NOT TO SCALE
203
C501
204
C501
NOT TO SCALE
NOT TO SCALE
205
C501
BEDDING REQUIREMENTS
STANDARD MANHOLE
NOT TO SCALE
206
C501
STANDARD SEWER SERVICE
NOT TO SCALE
207
C501
1. DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK DRAINAGE DITCH OR DETENTION BASIN.
2. NO LANDSCAPING (SHRUBS, BOULDERS, ECT.) OR STRUCTURES TO BE WITHIN 4 FT. OR TREES WITHIN 10 FT.
OF METER VAULT.
3. SLOPE GROUND SURROUNDING METER VAULT AWAY FROM LID AT 2% GRADE OR GREATER.
4. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ECT.) IN METER VAULT.
5. GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER VAULT COVER
TO 1/2 IN. ABOVE FINAL GRADE.
6. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING,
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
GENERAL NOTES:
ADJUSTABLE PIPE SUPPORT
UNDER VALVES AND METER
3/4" TO 1-1/2"
GRAVEL
ASPHALTIC
GROUT
SOLID PAVING
BRICK (TYPICAL)
PRE-FORMED
PLASTIC GASKETS
PIPE ENCASED
WITH MASTIC
GATE
VALVE STRAINER
SOLID
SLEEVE
GATE
VALVE
MANHOLE RUNGS
12 INCHES O.C.
FINISHED GRADE 2% SLOPE
INSTALL LID 1/2"
ABOVE FINAL GRADE
ALUMINUM MANHOLE COVER
AND RING WITH LID LOCK
MORTAR OR
LIFTING HOOK MASTIC
FLOW
BLOCK-OUT TO
BE GROUTED
54" (MIN.)
6" (MAX.)
7" (MIN.)
16" (MAX.)
GRADE PRE-RINGS CAST CONCRETE (IF REQUIRED)
10"
30"
8"
8"
(TYPICAL) ANCHOR RODS
(TYP.) WITH
PROTECTIVE
1" (MAX.)
CONDUIT THROUGH
INTO YOKEBOX
VAULT OR PIT TOP
1/2" EMT OR PVC
3" (MAX.)
AND REMOVABLE PLUG)
YOKE WITH PART BOX #1 YUC-27/LID 32" 7 PART WITH DIA. HOLE FORD #YL-TP
AMR POD (FORD YOKE BOX
FINISHED GRADE
BE 1/2" ABOVE
TOP OF AMR LID TO
2'
3/4" ROCK FOR
GRADE ADJUSTMENT
(MAX.)
(IF REQ'D)
(TYP.)
(TYP.) 66" (MAX.)
12"
(TYP.)
PRECAST OR CAST
IN PLACE CONCRETE
FOOTING (TYP.)
PIPE 18" SUMP DIA. PERFORATED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (SIDE VIEW) 17B
4/11/11
COATING
SERVICE LINE BY-PASS
30"
54" (MIN.)
8"
8"
10"
6" (MAX.)
12 INCHES MANHOLE O.RUNGS C.
AND RING WITH LID LOCK
ALUMINUM MANHOLE COVER
MORTAR OR
MASTIC PRE-CAST GRADE CONCRETE RINGS (IF
PLASTIC GASKETS
PRE-FORMED LIFTING HOOK
REQUIRED)
3/4" TO 1-1/2"
GRAVEL
PRECAST OR CAST
IN PLACE CONCRETE
FOOTING (TYP.)
(TYP.) 66" (MAX.)
12"
(TYP.)
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (END VIEW) 17C
4/11/11
GENERAL NOTES:
1/4" HOLE
IN HANDLE
1 1/2" BALL VALVE
1 1/2" CAP
PLAN VIEW
6. METER INSTALLATION DESIGN FOR 6 IN. AND LARGER METERS SHALL BE DETERMINED BY THE UTILITY.
5. FOR IRRIGATION ONLY SERVICES, NO BYPASS ALLOWED.
4.
3.
GATE VALVES MUST OPEN RIGHT AND BE EPOXY COATED, RESILIENT SEAT WITH A HAND WHEEL ASSIST.
ALL PIPING WITHIN VAULT SHALL BE D.I.P. WITH FLANGED FITTINGS, EXCEPT FOR THE SOLID SLEEVES.
2. ALL JOINTS OUTSIDE OF VAULT SHALL BE RESTRAINED MECHANICAL JOINTS. (REFERENCE SECTION 02615)
1.
THE BUILDING IMMEDIATELY FOLLOWING THE MAIN SHUT OFF VALVE.
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE
7. LOCATION AND ALIGNMENT OF AMR POD(S) ON VAULT TOP CAN VARY.
TEST-TEE SIDE VIEW
SEE DETAIL
TEST-TEE
BELOW LID)
24" DIA.
FOR H-20 BRIDGE LOADING
PRECAST CONCRETE VAULT DESIGNED
STRAINER
7'-0"
1'-6" 2'-6"
METER (PLACED
FLOW
SLEEVE
SOLID
VALVE
VALVE GATE
GATE
SLEEVE
SOLID
8'-6"
AMR POD(S) (FORD YOKE BOX
PART #YUC-7 WITH FORD
YOKE BOX LID PART #YL-TP
WITH 1 27/32" DIA. HOLE
AND REMOVABLE PLUG)
ANCHOR RODS
PROTECTIVE COATING
(TYP.) WITH
GATE
VALVE
FLOW
FLOW FLOW
ACCESS
OPENING
LADDER RUNG
VAULT ACCESS
PRECAST CONCRETE OR FOOTING CAST IN PLACE
18" DIA.
PERFORATED
PIPE SUMP
8. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (PLAN VIEW) 17A
4/11/11
STANDARD SETTING FOR 3" & 4" WATER METERS
TRAFFIC RATED CLEANOUT
W/ SEWER STAMPED ON LID
VALVE BOX
6" MIN
WATER TIGHT SCREW CAP
4"
HARD ASPHALT SURFACE OR OTHER
FLOW DIRECTION
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
TRAFFIC RATED CLEANOUT
WW-15
NBJ
4/11/11
9.
8.
4.
6.
7.
5.
WATER MAIN
3.
2.
1.
IN FACE OF CURB
CUT 4 INCH CROSS
CORPORATION STOP FOR
PAVEMENT
CURB STOP
CURB
BOX
66 INCH MAX.
54 INCH MIN.
CURB, GUTTER AND
SIDEWALK
DISTANCE VARIES 1 FT.
PROPERTY OR EASEMENT LINE
GRADE
FINAL LANDSCAPED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
TYPICAL WATER SERVICE
11
4/12/11
1 1/2 INCH OR GREATER
CORPORATION STOP FOR 3/4
AND 1 INCH SERVICES
SERVICES
1 INCH SERVICES
NOT TO SCALE
100
C500
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
{D = RE: STRUCTURAL}
{TOP WAT/FIRE =
RE: PLAN}
{12" MIN.}
5' (TYP.)
SEE NOTE 1
NOTES:
{SS INV =
RE: PLAN}
{5.5' MIN.}
{FF ELEV =
RE: PLAN}
1. SITE CONTRACTOR TO END SEWER AND
WATER SERVICES 5' AWAY FROM ALL
BUILDINGS (TYP.). BUILDING PLUMBING
CONTRACTOR SHALL BE RESPONSIBLE FOR
EXTENDING UTILITIES FROM THIS POINT OF
CONNECTION TO RISERS UNDER SLAB.
2.SITE CONTRACTOR TO END FIRE LINE 1'
ABOVE FFE INSIDE RISER ROOM AND CAP.
1' (TYP.)
NOT TO SCALE
107
C500
TYPICAL COMMERCIAL POINT OF CONNECTION
NOT TO SCALE
102
C500
NOT TO SCALE
103
C500
TYPICAL WATER SERVICE
DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION
NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR
SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% MINIMUM GRADE.
MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX.
ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER BOX WALL ON OUTLET SIDE.
GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER
TO 1/2 INCH ABOVE FINAL GRADE.
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING,
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
1.
2.
3.
4.
5.
6.
7.
14 IN. MIN. ALLOWED
CAST IRON FROST
PROOF METER BOX
COVER
COMPRESSION TYPE
CONNECTION
LOCK TYPE
INLET VALVE
TYPE "K"
COPPER
PIPING
48 IN.
10 IN.
INSTALL LID 1/2 INCH ABOVE
FINAL LANDSCAPED GRADE
FLOW
METER BOX
METER
GENERAL NOTES
2 FT. MAX.
CURB BOX
64 IN. (NO OR EXTENSIONS) ALTERATIONS
CAST IRON RECESSED LID
WITH WORM LOCK
RUBBER OR PLASTIC
INNER LID
NO TREES WITHIN 10 FEET OF METER BOX.
NO FOR FITTINGS MIN. OF 5 FT.
18 IN. MAX. ALLOWED
15 IN. RECOMMENDED
C.L. OF METER
CONNECTION
6 INCH LAYER OF GRAVEL
(3/4 IN.- 1 1/2 IN.) UNDER METER BOX
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 EXTERIOR SETTING FOR
3/4 IN. AND 1 IN. WATER METERS 15
4/11/11
BASIN.
NOT TO SCALE
104
C500
SPRINKLER SYSTEM DETAIL 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
NOT TO SCALE
105
C500
STANDARD EXTERIOR SETTING FOR
3/4" & 1" WATER METERS
FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN
WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT.
NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING
GATE VALVE
RESILIENT SEAT
POLYETHYLENE
8 MIL SHEET OF
MUST REMAIN CLEAR OF
24 INCH MIN.
CONCRETE BLOCK
(REF. SECTION 02644)
THRUST BLOCK
12 IN.
POLYETHYLENE.
JOINTS
RESTRAINED
(REF. SECTION 02644)
HYDRANT GRAVEL
6 INCH DIA. PIPE
OBSTRUCTIONS
NOTES
18 IN.
0.1 FT.-0.2 FT.
FLOW-FILL
12 IN.
OR BACK OF CURB
EDGE OF SIDEWALK
HYDRANT DRAIN OPENINGS
MINIMUM
30 INCHES
66 INCHES
54 INCHES
MAXIMUM
MINIMUM
LOCATOR STATION
(SEE DETAIL 25)
WATROUS PACER 250
NUMBER A-423 OR
MUELLER HYDRANT
22 IN.
18 IN. to
THRUST BLOCK
SWIVEL TEE
SECTION 02641)
MAIN ONLY)
(PVC WATER
TRACER WIRE
(REFERENCE
VALVE BOX
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
FIRE HYDRANT INSTALLATION
3
4/8/11
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
DESIGNATED SPRINKLER SERVICE
FLOW
5 FT. MIN.
METER
PIT
AIR-INJECTION PORT
(TOP OF PIPE MAX. 3/8"
PIT
METER
5 FT. MIN.
FLOW
SPRINKLER TAP OFF DOMESTIC SERVICE
SERVICE MAIN
VACUUM BREAKER
VACUUM BREAKER
(FROM OUTLET SIDE OF
METER PIT TO
SHUT-OFF VALVE TEE)
IRRIGATION SHUT-OFF VALVE
AIR-INJECTION
PORT DOWNSTREAM OF
VACUUM BREAKER
SPRINKLER TEE)
METER PIT TO
(FROM OUTLET SIDE OF
(STOP AND WASTE VALVE NOT PERMITTED)
IRRIGATION SHUT-OFF VALVE
(STOP AND WASTE VALVE NOT PERMITTED)
DIA. WITH CAP OR PLUG)
AIR-INJECTION PORT
(TOP OF PIPE MAX. 3/8"
DIA. WITH CAP OR PLUG)
(3/4" OR LARGER
RECOMMENDED)
RECOMMENDED)
(3/4" OR LARGER
PORT DOWNSTREAM OF
VACUUM BREAKER
AIR-INJECTION
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
SPRINKLER SYSTEM DETAIL
13
4/11/11
��
���� �������
U
S
A
1 1/8"
7/16"
3 1/2"
7 5/16"
5/2" 8"
A
S
U
I
E
J
W
�������
�������
LID PLAN VIEW
LID SECTION VIEW
VALVE BOX SECTION VIEW
9"
6 1/8"
10"
7 9/16"
2 1/16"
CLOSED PICKHOLE
(TYPICAL OPPOSITE
SIDE)
1/2" RAISED LETTERING
(RECESSED FLUSH)
REFERENCE SPECIFICATIONS 02622-2
THROUGH 02622-4 FOR LOCATOR
FOR CP TEST STATION INFORMATION.
REFERENCE SPECIFICATIONS 16640-5
STATION BOX INFORMATION.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
CP TEST AND LOCATOR STATION BOX
25
4/11/11
W
J
E
I
106 CP TEST AND LOCATOR STATION BOX
C500
NOT TO SCALE
FIRE HYDRANT INSTALLATION
ALLEY
7.5'
ROW
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
April 24, 2013
PROJECT:
860-001
Sheet
Of 14 Sheets
MAX FLATS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
04/24/13
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
PROPOSED BARRIER CURB
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
NOTES:
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
C400
GRADING PLAN
A. Reese
N. Whitcomb
1"=20'
PROPOSED VERTICAL CURB & GUTTER
16" W 16" W
16" W 16" W
16" W
16" W 16" W 16" W
16" W
SS SS
W W
W W
TF
T
VM
COM
LCD
LR
SSMH A1
STA 11+01.81
N: 128672.40
E: 194098.59
SSMH A2
STA 11+76.12
N: 128746.70
E: 194098.95
SSMH A
STA 10+00.00
N: 128671.37
E: 194200.39
MULBERRY STREET
(100' ROW)
MASON STREET
(100' ROW)
RETAIL
OPEN-AIR
CONCRETE
PARKING AREA
COVERED
CONCRETE
PARKING AREA
OPEN-AIR
CONCRETE
PARKING AREA
��� 4
����� 105
��������'� ��������
��� 2
����� 105
��������'� ��������
��� 1
����� 105
��������'� ��������
MYRTLE STREET
(100' ROW)
EXISTING
(20') ALLEY
EXISTING
BUILDING
(209)
EXISTING
BUILDING
(209)
EXISTING
BUILDING
(209)
EXISTING
BUILDING
(206)
EXISTING
BUILDING
(202)
4970
4975
4980
4985
4990
4995
5000
5005
5010
5015
4970
4975
4980
4985
4990
4995
5000
5005
5010
5015
9+75 10+00 11+00 12+00
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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
C301
SANITARY SEWER RE-ALIGNMENT
A. Reese
N. Whitcomb
1"=20'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=20'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
April 24, 2013
PROJECT:
860-001
Sheet
Of 14 Sheets
MAX FLATS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
04/24/13
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
���.�������������������.���
SANITARY SEWER LINE A
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
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 AND UNDERDRAINS.
6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
{7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
}
W
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC TRANSFORMER
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
LOT LINE
EASEMENT LINE
PROPOSED IRRIGATION CURB STOP & METER PIT IR
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED RESIDENTIAL WATER SERVICE W
(SEE UTILITY DETAIL SHEETS)
PROPOSED RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
SSMH A2
SSMH A1 SSMH A
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W
8" W
W W
SANITARY LINE A
SEE SHEET 301
MULBERRY STREET
(100' ROW)
MASON STREET
(100' ROW)
OPEN-AIR
CONCRETE
PARKING
AREA
COVERED
CONCRETE
PARKING AREA
OPEN-AIR
CONCRETE
PARKING AREA
��� 4
����� 105
��������'� ��������
��� 2
����� 105
��������'� ��������
��� 1
����� 105
��������'� ��������
UTILITY
EASEMENT
(VARIES)
EXISTING
(20') ALLEY
EXISTING
(20') ALLEY
EXISTING
BUILDING
(209)
EXISTING
BUILDING
(209)
EXISTING
BUILDING
(209)
EXISTING
BUILDING
(206)
EXISTING
BUILDING
(202)
ADDITIONAL 7.5'
RIGHT-OF-WAY
DEDICATION
%%P28' {}-{}
%%P28' {}-{}
EXISTING INLET
INV. IN=4989.03 (S)
INV. OUT=4989.03 (N)
FG=4991.53
STMH A1 (FLAT TOP MH)
INV. IN=4989.16 (SW)
INV. OUT=4989.16 (N)
FG=4992.14
STMH A2 (FLAT TOP MH)
INV. IN=4989.43 (SW)
INV. OUT=4989.43 (NE)
FG=4992.54
INLET A3
INV. IN=4990.47 (NW)
INV. IN=4990.31 (S)
INV. OUT=4989.64 (NE)
FG=4992.15
INLET A4
INV. OUT=4990.63 (SE)
FG=4992.11
BASIN A3-3
INV. OUT=4991.05 (N)
FG=4992.96
TEE A3-2
INV. IN=4990.72 (S)
INV. IN=4990.72 (E)
INV. OUT=4990.72 (N)
FG=4992.63
TEE A3-1
INV. IN=4990.34 (S)
INV. OUT=4990.34 (N)
FG=4992.21
25.45 LF
18" PVC
@ 0.50%
20.19 LF
18" PVC
@ 0.50%
31.78 LF
8" PVC
@ 0.50%
65.87 LF 10" PVC @ 0.50% 76.54 LF 10" PVC @ 0.50%
6.63 LF
10" PVC
@ 0.50%
10.47 LF 6" PVC @ 0.50%
INV. OUT=4990.31 (SE)
FG=4992.59
RETAIL
33.45 LF
18" PVC
@ 0.50%
42.77 LF 18" PVC @ 0.50%
41.77 LF 6" PVC @ 0.50%
INV. OUT=4990.93 (W)
FG=4992.83
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
April 24, 2013
PROJECT:
860-001
Sheet
Of 14 Sheets
MAX FLATS
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
04/24/13
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
���.�������������������.���
C300
OVERALL 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 STORM SEWER
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.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
}
9.ALL BIKE PARKING SHOWN IN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO
APPROVAL BY SEPARATE DOCUMENT AND IS NOT APPROVED WITH THESE
PLANS.
10.ALL UTILITY BORING SHALL COMPLY WITH LAND USE CODE SECTION
3.2.1.G (7) TO THE EXTENT POSSIBLE.
11.ALL SEWER CLEANOUTS LOCATED IN PAVED AREAS SHALL BE TRAFFIC
RATED.
12.CONTRACTOR SHALL EXERCISE EXTRA CAUTION AND COORDINATE THE
INSTALLATION OF THE FIRE HYDRANT WITH THE CITY FORESTER SO AS TO
MINIMIZE ANY POTENTIAL DAMAGE TO TREE ROOTS.
13.POTHOLING OF EXISTING UTILITIES STILL NEEDS TO OCCUR AT
PROPOSED CROSSING LOCATIONS TO ASSESS POTENTIAL CONFLICTS.
14.ADDITIONAL FIELD LOCATES OF SUBSURFACE UTILITIES STILL NEEDS TO
OCCUR TO MORE ACCURATELY DEPICT THE LOCATION OF EXISTING
UTILITIES. THIS IS OF PARTICULAR INTEREST TO THE EXISTING WATER MAIN
IN MULBERRY STREET SO AS TO BETTER DEFINE THE LIMITS OF BORING,
STREET CUTS, ETC.
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 DOWNSPOUTS
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
FDC
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ASPHALT PATCH
PROJECT:
860-001
Sheet
Of 14 Sheets
MAX FLATS
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NOT FOR CONSTRUCTION
REVIEW SET
04/24/13
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
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.SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT
RECOMMENDATIONS.
4.REFER TO SITE AND LANDSCAPE PLANS FOR GRASS PAVERS AND DECORATIVE PAVING.
HEAVY DUTY CONCRETE PAVING
PROPOSED CURB & GUTTER
C200
STRIPING & PAVING PLAN
A. Reese
N. Whitcomb
1"=20'
LIGHT DUTY CONCRETE PAVING
PRIVATE CONCRETE PAVING
PROPOSED ROW
PUBLIC CONCRETE PAVING
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
16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS
SS SS
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W
8" W
W W
W W
W
EXISTING
BUILDING
EXISTING
ASPHALT
PARKING LOT
EXISTING
ASPHALT
PARKING LOT
��� 4
����� 105
��������'� ��������
��� 2 ����� 105
��������'� ��������
��� 1
����� 105
��������'� ��������
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W
8" W
MULBERRY STREET
(100' ROW)
MASON STREET
(100' ROW)
EXISTING
(20') ALLEY
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING
BUILDING
(206)
EXISTING
BUILDING
(202)
EXISTING
(20') ALLEY
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
April 24, 2013
PROJECT:
860-001
Sheet
Of 14 Sheets
MAX FLATS
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NOT FOR CONSTRUCTION
REVIEW SET
04/24/13
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
C100
DEMOLITION PLAN
EXISTING CONDITIONS & A. Reese
N. Whitcomb
1"=20'
{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
TREE PROTECTION NOTES:
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
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
Earth Engineering Consultants, Inc.
Geotechnical Subsurface Exploration Report
Proposed 5-Story Mixed Use Building
203 West Mulberry Street
Project No. 1122094
Date: december 3, 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 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 & MITIGATION.
8.COORDINATE ABANDONMENT OF EXISTING 6" SEWER IN MASON STREET AND {}" WATER
SERVICE IN MULBERRY STREET WITH WATER UTILITIES CREW (970.416.2165)
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
EXISTING MONITORING WELL MW
VAULT
ELEC
H Y
D
CONTROL
IRR
H2O
G
EXISTING LOT LINE
APPROXIMATE LIMITS OF CONCRETE/
ASPHALT REMOVAL
Northern Engineering Services, Inc.
Project No. 379-019
Date: July 19, 2011
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 Drainage Letter Report for MAX FLATS dated April 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 Larimer County.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
City of Fort Collins Benchmark6-00
On a catch basin at the Northwest corner of Mulberry St. and College Ave.
ELEV= 4990.68
City of Fort Collins Benchmark29-97
Northeast corner of Mulberry St. and Whedbee St., on a concrete traffic signal base.
ELEV= 4974.83
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. Pending Variance Request for Off-Street Parking Setback.
CONSTRUCTION NOTES
ELEV.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.
17. For additional information see separate Stormwater Management Plan / Erosion Control Report for MAX FLATS.
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 Drainage Letter Report for MAX FLATS dated April 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
C001
CONSTRUCTION NOTES
GENERAL & A. Reese
N. Whitcomb
N/A
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
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
BENCHMARK #1:
City of Fort Collins Benchmark 6-00
Elevation= 4990.68
BENCHMARK #2:
City of Fort Collins Benchmark 29-97
Elevation= 4974.83
Basis of Bearings
North line of Block 105, City of Fort Collins bearing South 89�38'39" East (assumed
bearing).
Northern Engineering Services, Inc.
Project No. 379-019
Date: July 19, 2011
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
LOT 3, A PORTION OF LOT 1 AND A PORTION OF A 20' ALLEY, BLOCK 105, HARRISON'S ADDITION TO THE CITY OF FORT COLLINS, LOCATED IN THE NORTHEAST
QUARTER OF SECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
MAX FLATS
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
LANDSCAPE ARCHITECT
CONTACT INFORMATION
PROJECT TEAM:
J�� B�������
TB G����
444 M������� A�����
B�������, C������� 80513
(970) 532-5891
D���� S. D�����, J�., LEED AP
B������� D����������, LLC
3003 E��� H������ R���, S���� 300
F��� C������, C������� 80528
(970) 672-1011
SHEET INDEX
C000
C001
C100
C500-C503
C200
C400
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
E��� L. B�����, PE, PTOE
ELB E����������, LLC
5401 Taylor Lane
Fort Collins, Colorado 80528
(970) 988-7551
TRAFFIC ENGINEER
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----------------------------- Terry Stencel (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
ARCHITECT
E������ I������, AIA
OZ A�����������
1805 29�� S�����, S���� 2054
B������, C������� 80301
(303) 449-8900
D��� R�����
E���� E���������� C���������
4396 Greenfield Drive
Windsor, Colorado 80550
(970) 545-3908
GEOTECH
C300
C301
C600
Earth Engineering Consultants, Inc
Geotechnical Subsurface Exploration Report
Proposed 5-Story Mixed Use Building
203 West Mulberry Street
Project No. 1122094
Date: December 3, 2012
SUBSURFACE EXPLORATION BY:
C601 EROSION CONTROL PLAN
(STATIC SITE PLAN)
COVER SHEET
GENERAL & CONSTRUCTION NOTES
EXISTING CONDITIONS & DEMOLITION PLAN
STRIPING & PAVING PLAN
OVERALL UTILITY PLAN
SANITARY SEWER RE-ALIGNMENT
GRADING PLAN
DETAILS
FLOODPLAIN EXHIBIT
C602 EROSION CONTROL DETAILS