HomeMy WebLinkAboutPRAIRIE VILLAGE - MAJOR AMENDMENT - MJA140002 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSSHIELDS ST.
TAFT HILL RD.
HARMONY RD.
PROJECT
SITE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 9, 2014
PROJECT:
1013-001
Sheet
Of 16 Sheets
PRAIRIE VILLAGE
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C000
COVER SHEET
A. Reese
A. Boese
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
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DEVELOPER/APPLICANT
CONTACT INFORMATION
PROJECT TEAM:
Ripley Design, Inc.
Brent Cooper
401 West Mountain Avenue
Fort Collins, Colorado 80521
(970) 224-5828
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152
CABLE------------- Comcast----------------------------------- Don Kapperman (970) 567-0245
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 9, 2014
PROJECT:
1013-001
Sheet
Of 16 Sheets
PRAIRIE VILLAGE
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NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
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07/09/14
301 N���� H���� S�����, S���� 100
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P����: 970.221.4158
C001
CONSTRUCTION NOTES
GENERAL AND A. Reese
A. Boese
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
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A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer
County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort
Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer.
Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of
any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer
hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and
demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
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HARMONY ROAD
(ROW VARIES)
FROMME PRAIRIE WAY
(60' ROW)
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OUTLOT A
TRACT A
COURT
YARD
COURT
YARD
COURT
YARD
COURT
YARD
COURT
YARD
COURT
YARD
TURN
AROUND
1' CHASE 1' CHASE 1' CHASE 1' CHASE
(2) - 6" RISERS
(2) - 6" RISERS (2) - 6" RISERS (4) - 6" RISERS
(6) - 6" RISERS
EXISTING
ASPHALT
PARKING LOT
C
C
C
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C
8' (TYP.)
15' (TYP.)
23' (TYP.) 7' (TYP.)
HANDICAP
PARKING
(1 SPACE)
COMPACT PARKING
(5 SPACES)
PARALLEL PARKING
(6 SPACES)
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(ROW VARIES)
FROMME PRAIRIE WAY
(60' ROW)
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POND OUTLET 1.1
STA 11+42.56
N: 108045.07
E: 185558.23
45� BEND
STA 10+90.56
N: 108037.14
E: 185602.19
Ex. STMH
STA 10+00.00
N: 107972.56
E: 185665.69
7.96 LF
12" HDPE
@ 0.90%
90.56 LF 12" HDPE @ 0.90%
S S
W
S W W S W W S W S W
S
W
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EXISTING 36" RCP
44.03 LF 12" HDPE @ 0.90%
90� BEND
STA 11+34.60
N: 108037.11
E: 185558.16
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(60' ROW)
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OUTLOT A
TRACT A
FFE=47.56 FFE=47.07 FFE=47.07 FFE=47.07 FFE=47.07
FFE=47.56 FFE=47.56
FFE=49.56
STORM DRAIN 1
SEE SHEET C400
MATCH EXISTING
(1) - 6" RISER (2) - 6" RISERS (3) - 6" RISER (5) - 6" RISERS (7) - 6" RISERS
PROPOSED
RAIN GARDEN
PROPOSED 1'
COBBLE SWALE
STORM DRAIN 1
(SEE SHEET C400
STORM DRAIN 2
PROPOSED 8" HDPE (SEE SHEET C400
STORM CULVERT
PROPOSED 1'
SIDEWALK CHASE (TYP.)
(4) - 6" RISERS
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:
JULY 9, 2014
PROJECT:
1013-001
Sheet
Of 16 Sheets
PRAIRIE VILLAGE
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NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
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07/09/14
301 N���� H���� S�����, S���� 100
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P����: 970.221.4158
C600
CONSTRUCTION DETAILS
A. Reese
A. Boese
N.A.
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 9, 2014
PROJECT:
1013-001
Sheet
Of 16 Sheets
PRAIRIE VILLAGE
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NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
07/09/14
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
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P����: 970.221.4158
C601
CONSTRUCTION DETAILS
A. Reese
A. Boese
N.A.
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 9, 2014
PROJECT:
1013-001
Sheet
Of 16 Sheets
PRAIRIE VILLAGE
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NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
07/09/14
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
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P����: 970.221.4158
C602
CONSTRUCTION DETAILS
A. Reese
A. Boese
N.A.
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 9, 2014
PROJECT:
1013-001
Sheet
Of 16 Sheets
PRAIRIE VILLAGE
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NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
07/09/14
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
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P����: 970.221.4158
C603
CONSTRUCTION DETAILS
A. Reese
A. Boese
N.A.
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 9, 2014
PROJECT:
1013-001
Sheet
Of 16 Sheets
PRAIRIE VILLAGE
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
07/09/14
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
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P����: 970.221.4158
C604
CONSTRUCTION DETAILS
A. Reese
A. Boese
N.A.
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
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HARMONY ROAD
(ROW VARIES)
FROMME PRAIRIE WAY
(60' ROW)
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OUTLOT A
TRACT A
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No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 9, 2014
PROJECT:
1013-001
Sheet
Of 16 Sheets
PRAIRIE VILLAGE
T���� �������� ���
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
07/09/14
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
C801
CONSTRUCTION DETAILS
A. Reese
A. Boese
N.A.
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
FLOW
24" MIN
6' MAX
FLOW
4"x4" TRENCH
18" MIN
24" MIN
42" MIN
{PREASSEMBLED SILT FENCE}
JOIN FIRST
ROTATE SECOND
POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT
FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180� IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. HAS BEEN EXAGGERATED.
{SILT FENCE JOINTS}
{INSTALLATION NOTES:}
1.DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
2.EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE
OF POSTS AND UPSLOPE FROM THE BARRIER.
3.ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH
SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC.
SHALL BE USED.
4.NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE
BURIED IN THE TRENCH.
5.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.
6.SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY
LAND-DISTURBING ACTIVITIES.
7.USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:}
1.THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND
AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT
UPSTREAM SEDIMENT AS NECESSARY.
2.SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED
WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6".
3.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.
4" MIN.
4" MIN.
{1 " x 1 " WOODEN FENCE POSTS}
COMPACTED BACKFILL
WIRE ENCLOSED 1 1/2" CRUSHED ROCK
DROP INLET PERIMETER
PLACED AROUND
CINDER BLOCKS
1 1/2" CRUSHED ROCK
WIRE ENCLOSED
INLET
DROP
RUNOFF
FILTERED
OVERFLOW
SECTION A-A
PLAN VIEW
STACKED 24" HIGH
(2) CINDER BLOCKS
A A
DROP INLET
WITH GRATE
WITH NO GAPS (TYP.)
TIGHTLY ABUTTING
WATTLE FILTER
DROP INLET
INLET
PLAN VIEW
ENTRENCH 3"
WOOD FRAME
WOOD FRAME
2'' X 4''
WITH GRATE
DROP INLET
3' 0''
FLOW FLOW
NOTE:
ENTRENCH WATTLE 3" INTO NATURAL
GROUND AT THE OUTSIDE EDGE OF
CONCRETE APRON
{GENERAL NOTES:
}1.INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET.
2.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.
3.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".
4.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.
5.OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:}
1.THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
2.SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH.
3.TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY.
4.INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED.
5.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.
WATTLE
WATTLE
OR
NOTE:
INSTALLATION OF WATTLE STAKES
MAY VARY
(10" MIN. DIAMETER)
SF SF
RS
IP
POSTS
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN TRENCH AND ATTACHED TO POST.
COMPACTED
BACKFILL
1'-6''
MAX.
WRAP WOOD FRAME
WITH GEOTEXTILE
AND STAPLE TO
FRAME. GATHER
EXCESS AT
CORNERS.
DROP INLET BLOCK
{AND GRAVEL FILTER}
{DROP INLET SILT FENCE BOX}
BURY GEOTEXTILE AT
A DEPTH OF 6'' X 6''
SILT FENCE FABRIC
(ASTM D6461)
ANCHORED INTRENCH
AND ATTACHED
TO POST.
NOT TO SCALE
01
C801
SILT FENCE
NOT TO SCALE
03
C801
ROCK SOCK
NOT TO SCALE
02
C801
DROP INLET PROTECTION
0" ON BEDROCK
OR HARD SURFACE,
2" IN SOIL
ROCK SOCK SECTION ROCK SOCK PLAN
4" TO 6" MAX AT CURBS,
OTHERWISE 6"-10" DEPENDING
ON EXPECTED SEDIMENT LOADS
ROCK SOCK JOINTING
12"
12"
{ROCK SOCK INSTALLATION NOTES
}1.SEE PLAN VIEW FOR:
- LOCATION (S) OF ROCK SOCKS.
2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL
COMPLY WITH GRADATION SHOWN ON THIS SHEET (1{}" MINUS).
3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM
OPENING OF {}", RECOMMENDED MINIMUM ROLL WIDTH OF 48".
4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL
JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS.
5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH
FOR THE ROCK ENCLOSURE.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
{3/4}" 0-15
MATCHES SPECIFICATIONS FOR {3/NO. 8}4 COARSE " AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK 0-SHALL 5 BE FRACTURED FACE, ALL SIDES
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
W2
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
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED
CORE.
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
{INSTALLATION NOTES:}
1.VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
2.A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
3.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.
4.ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
5.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.
6.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 WASH WATER SEDIMENT TRAP.
{MAINTENANCE NOTES:}
1.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.
2.SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY.
3.VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE
STABILIZED.
4.IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
5.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.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO
DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION 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"-4" ROCK
%PLAN%
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
4.
5.
NOTES:
1.CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
2.VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT.
3.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.
4.THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
5.AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE
SITE.
6.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.
7.LOCATION OF CONCRETE WASHOUT AREA IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT
CONTRACTOR'S DISCRETION.
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
W
VTC
CWA
NOT TO SCALE
04
C801
WATTLE INSTALLATION
NOT TO SCALE
05
C801
VEHICLE TRACKING PAD
NOT TO SCALE
06
C801
CONCRETE WASHOUT AREA
SF
RS
IP
RS
RW
RW
SB
IP
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 9, 2014
PROJECT:
1013-001
Sheet
Of 16 Sheets
PRAIRIE VILLAGE
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NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
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07/09/14
301 N���� H���� S�����, S���� 100
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P����: 970.221.4158
C800
CONTROL EXHIBIT
STATIC EROSION A. Reese
A. Boese
1"=30'
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
BENCHMARK/BASIS OF BEARING
{BENCHMARK #1:
}City of Fort Collins Benchmark 18-94
North side of West Harmony Rd. 200 feet West of Chippendale Dr., on concrete base of a brick and mortar
fence (Southwest corner of Regency Park Sub).
NAVD88=5119.79
BENCHMARK #2:
City of Fort Collins Benchmark 19-94
West side of South Taft Hill Rd. 100 feet North of the Old West Harmony Rd. intersection, on top of the
East end of the South concrete retaining wall for a natural gas housing unit.
NAVD88=5130.78
{BASIS OF BEARINGS}
{The Basis of Bearing is the South line of the Southwest Quarter, Section 34, Township 7 North, Range 69
West of the 6th P.M. as bearing South 8957'59" West.}
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
SILT FENCE SF
INLET PROTECTION IP
ROCK WATTLE PROTECTION RW
ROCK SOCK RS
VEHICLE TRACKING PAD VTC
SF
CWA
CONCRETE WASHOUT AREA
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
FIELD SURVEY BY:
GENERAL NOTES:
ORIGINAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: May 7, 2014
TABLE OF CONSTRUCTION SEQUENCE AND BMP
APPLICATION
CONSTRUCTION PHASE
(DESCRIPTION)
PHASE I
(GRADING)
PHASE II
(INFRASTRUCTURE)
PHASE III
(VERTICAL
CONSTRUCITON)
PHASE IV
(PERMANENT
BMP'S)
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 (Wattles, Rock Socks, 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
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
STORMWATER FACILITIES 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, GRAVEL
SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE
STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO
TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS
DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS
NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS
FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE
WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A
BODY OF WATER, WETLAND OR DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN
OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS
SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE
STAKED DOWN.
13.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
{14.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS)
INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH
MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL
STAFF TO PREVENT EROSION.
15.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION,
EROSION CONTROL NOTES:
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
CONTROL
IRR
CONTROL
IRR
������ ������ ������
HARMONY ROAD
(ROW VARIES)
FROMME PRAIRIE WAY
(60' ROW)
��������
��� 5��
�������� ��
���������� ��� 1��
��� 7
��� 8
��� 6
��� 5
������� ����� 1��
��� 4
��� 3
��� 2
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
OUTLOT A
TRACT A
B
0.31 AC
A
0.42 AC
A
B
PROPOSED OUTLET
STRUCTURE
PROPOSED INLET
EXISTING STORM
SEWER
EXISTING INLET
PROPOSED BIO-RETENTION/
RAIN GARDEN
TOP POND: 5146.35
WQCV: 5145.45
BOTTOM POND: 5144.70
REQUIRED WQCV: 295 CF
PROVIDED WQCV: 312 CF
PROPOSED
BUILDING
PROPOSED
BUILDING
PROPOSED 12"
HDPE OUTFALL
PROPOSED 12"
HDPE STORM
DRAIN
CONNECT TO EXISTING
STORM DRAIN
CONNECT TO EXISTING
STORM MANHOLE
PROPOSED BIOSWALE
EXISTING
ASPHALT
PARKING LOT
PROPOSED
CONCRETE DRIVE
OS
0.80 AC
OS
OFF-SITE FLOWS OF
1.96 CFS DURING A
100-YR EVENT
TO BE PASSED SAFELY
THROUGH THE SITE TO
DESIGN POINT B
C700
DRAINAGE EXHIBIT
A. Reese
A. Boese
1"=20'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 9, 2014
PROJECT:
1013-001
Sheet
Of 16 Sheets
PRAIRIE VILLAGE
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
07/09/14
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
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:
4953
PROPOSED CONTOUR 93
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED PROPERTY BOUNDARY CURB & GUTTER
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
BENCHMARK
BENCHMARK #1:
City of Fort Collins Benchmark 18-94
North side of West Harmony Rd. 200 feet West of Chippendale Dr., on
concrete base of a brick and mortar fence (Southwest corner of
Regency Park Sub).
NAVD88=5119.79
BENCHMARK #2:
City of Fort Collins Benchmark 19-94
West side of South Taft Hill Rd. 100 feet North of the Old West
Harmony Rd. intersection, on top of the East end of the South concrete
retaining wall for a natural gas housing unit.
NAVD88=5130.78
NOTES:
1.REFER TO THE "DRAINAGE MEMORANDUM FOR "PRAIRIE VILLAGE" BY NORTHERN ENGINEERING,
DATED {JULY 9, 2014} FOR ADDITIONAL INFORMATION.{
}
BASIN
DESIGNATION
BASIN
AREA (AC)
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
A
0.67
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED UNDERDRAIN UD
PROPOSED DRY WELL
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(�����)
C2 C100
2-��
T�
(���)
100-��
T�
(���)
Q2
(���)
Q100
(���)
A B���� A 0.42 0.73 0.92 5.0 5.0 0.87 3.81
B B���� B 0.31 0.67 0.84 5.0 5.0 0.60 2.61
OFF-SITE DRAINAGE BASIN BOUNDARY
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
406
C604
NOT TO SCALE
407
C604
408
C604
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
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�������
A
A
2. F�� �������� ������ ������������, ���CONST. DWG. 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 NOT TO SCALE
409
C604
TRUNCATED DOME WARNING
FOR ACCESS RAMPS
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
FL
��
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
T��������� ���� �� ���� (���.)
B���� ������ B���� ������
*
SECTION A-A
MID-BLOCK LOCATION
(���.)
6'
1:12
S����
(���.)
1:25** ����� (���.)
F�������
(���.)
(���.)
S����
1:12
5'
A
S����
1:25
(���.)
6'
W��� ����� ������ ���� ����
S����
1:12
S����
1:12
CORNER LOCATION
����
������ ����
W��� �����
B���� ������
A
(���.)
6'
1:25
(���.)
S����
(���.)
A
A
4'
(���)
(R����� ������)
(���.)
���� �� ����
T���������
2
B���� ������
6"
*
BACK OF WALK / LANDING
C��� (��������)
6"
(���.)
(���.)
6"
W���
C���
G�����
NOTES:
1. * 6" T�������� ������� �� ������ ���� ����.
2. ** 1:25 U����� � ������� ������ ���� (���� ���� ��� �� 1:12
���� 1:20 �� ��� ��������� ���� �������.)
3. S��CONST. DWG. 1606(�) ��� 1607��� F��� C������.
4. S��CONST. DWG. 1614, 1615 ��� 1616��� L�������.
2'-0" 6"
W���
G�����
C���
O��� �� ������
(���.)
6'
(���.)
�� ����
����� ��
��� ������
����
6' (���.)
����, �� ������.
������ ������ ���
C��� �� ������
W������ D��������
T�������� D���
�� ��� ������� �� ���
��������� ���� �������
����
0"
����
6"
����
0"
����
6"
��������� ���� �������
���������
W������ D��������
T�������� D���
REVISION NO: 1
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1603
URBAN AREA
LARIMER COUNTY
ACCESS RAMP DETAILS
CONSTRUCTION
ACCESS RAMP DETAILS
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
400
C603
CURB AND GUTTER CURB AND GUTTER / SIDEWALK
NOT TO SCALE
401
C603
402
C603
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
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)
NOT TO SCALE
404 TRENCH DETAIL
C603
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
STANDARD DRIVEWAY APPROACH
NOT TO SCALE
403
C603
HANDICAP PARKING REQUIRMENTS
VAN-
ACCESSIBLE
PARKING
MIN. MIN.
CAR ACCESSIBLE VAN ACCESSIBLE
OR
8'
5'
8' 8'
8'
8'
11'
5'
11' 11'
5'
RESERVED RESERVED
PARKING
RESERVED
PARKING
ONE IN EVERY EIGHT ACCESSIBLE
SPACES, BUT NOT LESS THAN ONE,
SHALL BE VAN ACCESSIBLE.
ONE SIGN
PER SPACE
REQUIRED
R7-8 ONE SIGN
PER SPACE
REQUIRED
R7-8
A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.
THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN
ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE
NEED FOR TWO SIGN TYPES.
"UNIVERSAL DESIGN"
CAR & VAN ACCESSIBLE
ONE SIGN
PER SPACE
REQUIRED
R7-8
NO
PARKING
TYPICAL PAVEMENT
MARKINGS
1:12 ���.
X=2' ���. D������� W���� V�����
2'-0"
6"
A�������
S�������
L��
FL
B��� �� ����
R���� �� W�� ����
D�������
A�������
R���� �� W�� L���
D�������
S�������
1:24 (���.)
NOTE:
1. C������� �������� ���� ��
�������� �� ��� �������� ����.
R���� ��C������ 25��� ������� ������� ����������.
X
Y
W
X
Y
W = W����
1:12 (���.)
P������� L���
�
1/4" PER FT.
N.T.S.
SECTION A-A 2"
�
1:12 (���.)
�
X = C��� T��������� L�����
Y = P������ W���� �� T��� I A�������
W = D������� W���� (S�� D������ 707)
� = C������� T�������� - ������� 6"
T��� I = W��� D������� S�������
T��� II = W��� A������� S�������
TYPE I TYPE II
1:12 (���.) 1:48
A
A
PERSPECTIVE
X=6'-0"
1:48 SLOPE
1:12 ���.
B
B
WALK
Y
�
�
WALK
� 2"
FLOWLINE
JOINT
EXPANSION
BOW
1:12 (���.)
1:24
SECTION B-B
N.T.S.
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 706 DRAWING
STREET STANDARDS
URBAN AREA DATE: 04/01/07
STANDARD DRIVEWAY APPROACH (TYPES I & II)
R��� �� ���������
1:12
���.
BOW
E�������� ����� �� �����
��������� �� ��������
WALK
6"
(���.)
1/2"
2"R.
NOT TO SCALE
405
C603
VARIES
VARIES
(11" TREAD LENGTH)
3'-6"
3'-0"
7 1/2"
12"
1 1/2" %%C STEEL
PIPE, TYP.
STAIRS AND RAILING
VARIES
(@ 6" EA.)
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE NOT TO SCALE
LIGHT DUTY PAVING
CONCRETE
{PAVEMENT SECTION}
MEDIUM DUTY PAVING
APPROVED
SUBGRADE
PAVEMENT SECTIONS
(PRIVATE AREAS OUTSIDE ROW)
5" CONCRETE
THICKENED CONCRETE EDGE
36" MINIMUM
0.2d d OR 2" MIN.**
**FOR AREAS ADJACENT TO PERMEABLE PAVING, THICKENED EDGE SHALL BE A MINIMUM OF 10" THICK.
DIMENSIONS FOR SLOTTED PVC PIPE
{NOTES}:
1."SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO
UNDERDRAINS IN THIS PLAN SET.
2.SLOTTED PIPE MAY BE CONTECH A-2000 PERFORATED PIPE, IPGC OR SIMILAR APPROVED
EQUIVALENT.
3.ALTERNATE SLOT DIMENSIONS ND PERFORATIONS REQUIRE EXPLICIT APPROVAL OF THE
ENGINEER.
120
90
60
A C
D E
B
SCREEN SLOT TABLE GUIDELINES
A B C D E F
PIPE SIZE ROWS OF
SLOTS
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX.
SLOT/ROW
PER FOOT
APPROX.
SLOT
SPACING
OPEN AREA
PER FOOT
4" 3 (MIN.) - 6 (MAX.) 1.0625" 0.032" 12 0.413 1.90 SQ. IN.
NOT TO SCALE
301
C602
302
C602
306
C602
4" AGGREGATE
BASE COURSE
5" CONCRETE
NOT TO SCALE
308
C602
STANDARD CONCRETE NOTES
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STANDARD CONCRETE NOTES
2/22/05 D-41
TDC
1' 48" 1'-9"
(MIN.) 6"
48"
6" 6"
6"
24" 24"
CENTERLINE OF
12" OUTLET PIPE
2" LIP (TYP.)
SECTION D-D
SECTION A-A
#4@18"
#4@12"
2'-6"
#4L@12"
#4@12"
6"
PLAN
6"
3"
CLR.
3"
CLR.
3" CLR.
34"
CLR.
3"
BAR
#4 HOOP
F L
LAP
12"
#4@12" O.C.
O.C.
#4@12"
#4 DIAGONAL
(TYP.)
SECTION C-C
C
C
SECTION LINE A-A (ARROWS
POINT IN DIRECTION SECTION
IS VIEWED)
A A
OPP. OPPOSITE
CLR. CLEARANCE
ABBREVIATIONS
MINIMUM
MAXIMUM
ON CENTER
DIAMETER
TYPICAL
WIDTH OF CONCRETE OPENING
WIDTH OF PLATE
NUMBER
@ AT
#
Wp
Wo
TYP.
DIA.
O.C.
MAX.
MIN.
LEGEND
INV. INVERT WQ WATER QUALITY
ELEV. ELEVATION
6"
6"
Ls LENGTH OF STRUCTURE
Ws WIDTH OF STRUCTURE
3/8"x6" THREADED BOLT
TO FASTEN GRATE DOWN
TO GRATE, WITH
(TYP. OPP. SIDE)
GRATE (TYP. OPP. SIDE)
2 1/4" FROM EDGE OF
TO HOLD HINGE IN PLACE,
3/8"x6" BOLTS 12" O.C.
1/4" PLATE, WELDED
D D
A
A
NOT TO SCALE
309 RAIN GARDEN OUTLET STRUCTURE
C602
INV. EL = 5143.29
FG EL. = 5144.70
EL. = 5145.45
EL. = 5146.35
STEEL CHANNEL FORMED
INTO CONCRETE SIDES
3/8"x1" FLAT BAR
HOLDING FRAME
8" SLOTTED
SUBDRAIN
STAINLESS STEEL
ANCHOR BOLTS
OR EQUAL
B
B
CONTROL
PLATE
STEEL OR EQUAL)
(U.S. FILTER STAINLESS
WELL SCREEN NO. 93
FLOW
1/4" METAL PLATE
GENERAL NOTES
1. CONCRETE SHALL BE CLASS B. MAY BE CAST-IN-PLACE OR PRECAST.
2. REINFORCING BARS SHALL BE EPOXY COATED AND DEFORMED, AND SHALL HAVE A MINIMUM 2"
CLEARANCE.
3. STEPS SHALL BE PROVIDED WHEN VERTICAL DIMENSION EXCEEDS 3'-6" AND SHALL BE IN
ACCORDANCE WITH AASHTO M 199.
4. ALL TRASH RACKS SHALL BE MOUNTED USING STAINLESS STEEL HARDWARE AND PROVIDED
WITH HINGED AND LOCKABLE OR BOLTABLE ACCESS PANELS.
5. TRASH RACKS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL TRASH RACKS SHALL
BE HOT DIP GALVANIZED AND MAY BE HOT POWDER PAINTED AFTER GALVANIZING.
SECTION B-B
12"
18"
6"
(TYP.)
12"
12"
(2) 0.28" WATER
QUALITY HOLES
1/4" (MIN.) THICK
STEEL FLOW CONTROL
PLATE
STAINLESS STEEL
ANCHOR BOLT
BOTTOM ROW OF
HOLES TO BE AT
INVERT OF PLATE
FLOW CONTROL
PLATE
WELL SCREEN NO. 93
(U.S. FILTER STAINLESS
STEEL OR EQUAL)
3/8"x6" BOLTS 12" O.C.
TO HOLD HINGE IN PLACE,
2 1/4" FROM EDGE OF
GRATE (TYP. OPP. SIDE)
8" SLOTTED
SUBDRAIN
30" PVC
PIPE
STANDARD CONCRETE NOTES
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304,
AND ACI 315.
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH
4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE.
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED
OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC
UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD
UNLESS NOTED OTHERWISE.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH = 3"
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER = 2"
#5 AND SMALLER AND WWF = 1 1/2"
CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH:
SLAB AND WALL = 3/4"
BEAMS AND COLUMNS = 1 1/2"
A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED
OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE
ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR
EMBEDDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING
REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS.
USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.
2.
3.
5.
6.
7.
4.
1'-6"
1 1/2"
6"
1"
6"
6"
4 1/2"
12"
NOT TO SCALE
305
C602
PRIVATE INFLOW VERTICAL CURB & GUTTER
R2"
R1 1/2"
303
C602
NOT TO SCALE
304
C602
DRAIN BASIN INSTALLATION
(LANDSCAPED AREAS)
12" - 30" �����
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12" - 30" ������
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��������� �� � ��� �� 90%
DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
���.���������-��.���
12 IN - 30 IN DB & ID NON TRAFFIC INSTALLATION
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 9-30-99
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9-30-99
CJA
NOTE:
1. ALL DRAINS SHALL INCLUDE SUMP INSERT
307
C602
{NOTES:
}1.REFER TO THE BIORETENTION SAND MEDIA SPECIFICATION FOR MORE INFORMATION ON THE SOIL MIX.
2.BIORETENTION SAND MEDIA SHALL BE PROVIDED BY HAGEMAN EARTH CYCLE OR APPROVED EQUAL.
3.THE SOIL SECTION AS SHOWN ON THIS DETAIL SHALL BE PLACED IN ALL LOCATIONS OF THE POND
BELOW THE TOP OF THE OUTLET STRUCTURE AT ELEVATION 4971.55.
BIO-RETENTION SOIL LAYERING
310
C602
NOT TO SCALE
M���� 19, 2011
CITY OF FORT COLLINS
BIORETENTION SAND MEDIA SPECIFICATION
PART 1 - GENERAL
A. Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of
stones, stumps, roots, or other similar objects larger than two inches. No other
materials or substances shall be mixed or dumped within the bioretention area
that may be harmful to plant growth or prove a hindrance to the facility's function
and maintenance.
B. BSM shall be free of plant or seed material of non-native, invasive species, or
weeds.
C. Fully mixed BSM shall be tested prior to installation and meet the following
criteria:
1. P-Index of less than 30
2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be
modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime or
iron sulfate must be mixed uniformly into the BSM prior to use in the
bioretention facility.
3. Cation Exchange Capacity (CEC) greater than 10
4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm
5. BSM that fails to meet the minimum requirements shall be replaced at the
Contractor's expense.
D. BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will
not be allowed. Mixing of the BSM to a homogeneous consistency shall be done
to the satisfaction of the Owner.
PART 2 - SOIL MATERIALS
A. Sand
1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33.
B. Shredded Paper
1. BSM shall consist of 5-10% shredded paper by volume.
2. Shredded paper shall be loosely packed, approximate bulk density of 50-100
lbs/CY.
3. Shredded paper shall consist of loose leaf paper, not shredded phone books,
and shall be thoroughly and mechanically mixed to prevent clumping.
C. Topsoil
1. BSM shall consist of 5-10% topsoil by volume.
2. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA
textural triangle with less than 5% clay material.
3. Onsite, native material shall not be used as topsoil.
4. Textural analysis shall be performed on topsoil, preferably at its source, prior
to including topsoil in the mix. Topsoil shall be free of subsoil, debris, weeds,
foreign matter, and any other material deleterious to plant health.
PART 3 - EXECUTION
A. General
1. Refer to project specifications for excavation requirements.
B. Placement Method
1. BSM material shall be spread evenly in horizontal layers.
2. Thickness of loose material in each layer shall not exceed 9-inches.
3. Compaction of BSM material is not required.
BIORETENTION SAND MEDIA SPECIFICATIONS
NOT TO SCALE
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
200
C601
NOT TO SCALE
201
C601
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
PRIVATE SANITARY SEWER CLEANOUT
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.
NOT TO SCALE
202
C601
NOT TO SCALE
STANDARD SEWER SERVICE
ALTERNATE BASE
POURED INVERT
PRECAST MANHOLE BASE
2 IN. MIN.
SLOPE
1 IN. MIN.
8 IN. MIN.
6 IN.
15 IN. OR LESS 48 IN.
18 IN. TO 30 IN. 60 IN.
OVER 30 INCHES 72 IN.
MIN. MANHOLE
MINIMUM INSIDE DIAMETER OF
DIAMETER
MANHOLE SHALL BE AS FOLLOWS:
PIPE SIZE
5 FT. MIN. DEPTH
CONCRETE ADJUSTMENT SHIMS
GROUTED INSIDE
ASTM C-478 ECCENTRIC CONE
PRE-FORMED PLASTIC GASKET
ASTM C-478 MANHOLE SECTIONS
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
CAST-IN-PLACE CONCRETE BASE
16 IN. MAX.
FINISHED GRADE
30 IN. MIN.
48 IN. MAX.
VARIABLE
28 IN. MAX.
24 IN.
SEE TABLE
6 IN.
12 IN.
SLOPE
1 IN./FT.
18 IN.
MAX.
MANHOLE RUNGS
12 IN. O.C.
8 IN. MIN
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
STANDARD MANHOLE
WW-3
NBJ
4/11/11
204
C601
SEWER BEDDING REQUIREMENTS STANDARD MANHOLE
NOT TO SCALE
203
C601
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
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
205 STORM BEDDING REQUIREMENTS
C601
6 IN.
SEE
DETAIL 'A'
BOLT LAYOUT PER
MANUFACTURER
B B
A
A
24" WIDE COVER
(SEE DETAIL ABOVE)
FRAME AND
ANCHORING BY
MANUFACTURER
12" WIDE COVER
(COORDINATE w/ OWNER
AND LANDSCAPE ARCH.)
BOLT SPACING
PER MANUFACTURER
1
8IN. PER FT. SLOPE
NOTES:
1. CONFIRM FRAME AND GRATE DIMENSIONS WITH
MANUFACTURER PRIOR TO POURING CONCRETE CHASE.
2. DEPTH OF CHASE VARIES BY 1
2IN. TO PROVIDE
1
8IN. PER FOOT
SLOPE ALONG CHANNEL BOTTOM.
��������
ISOMETRIC VIEW
SECTION A-A
DETAIL 'A'
SECTION B-B
4'-6"
TYPICAL PASS-THROUGH SIDEWALK CHASE
6"
3'-0"
SEE NOTE 1
6"
2
1
2
1
DECORATIVE
IRON GRATE VARIES,
6" TYP.
FRAME AND MOUNTING
HARDWARE BY MANUFACTURER
(SEE DETAIL A)
COBBLE SWALE
1'
�����
1'
�����
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
101
C600
TYPICAL WATER SERVICE
All residential water service shall be installed in the center of the lot
All water and sanitary sewer service shall have a minimum
of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit.
No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet
Use type K copper for the service from the corporation stop to a minimum of 5 feet
up to and including the curb stop. The owner is responsible for service from the
The City is responsible for maintaining the water main, corporation stop, and service piping
Locate curb box and meter pit according to the approved utility drawings.
Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of
Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC,
unless otherwise approved by the Utility.
horizontal separation of ten feet.
past the meter pit.
No couplings allowed between curb stop and meter setting.
curb stop, including the outlet coupling to the building.
construction or use a tapping saddle.
in which case, use a tapping saddle.
GENERAL NOTES
9.
8.
4.
6.
7.
5.
WATER MAIN
3.
2.
1.
IN FACE OF CURB
CUT 4 INCH CROSS
CORPORATION STOP FOR
PAVEMENT
CURB STOP
CURB
BOX
66 INCH MAX.
54 INCH MIN.
CURB, GUTTER AND
SIDEWALK
DISTANCE VARIES 1 FT.
PROPERTY OR EASEMENT LINE
GRADE
FINAL LANDSCAPED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
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
C600
WATER MAIN BEDDING REQUIREMENTS
BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE.
GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW
INITIAL 12 IN. LIFT MIN.
PIPE O.D.
4 IN. MIN.
GRANULAR MATERIAL
BEDDING ZONE
NOTE:
* INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH.
TRENCH WALL
LOWER LIMIT OF
SLOPING
TRENCH IN WIDTH SECTION AS 02221 SPECIFIED
*
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN BEDDING
REQUIREMENTS (DIP & PVC) 1
4/8/11
NOT TO SCALE
102
C600
STANDARD EXTERIOR SETTING FOR
3/4" AND 1" WATER METERS
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.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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)
PROPOSED VERTICAL CURB & GUTTER
PROPOSED ELECTRIC TRANSFORMER TF
EXISTING RIGHT OF WAY
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
PROPOSED RIGHT OF WAY
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 9, 2014
PROJECT:
1013-001
Sheet
Of 16 Sheets
PRAIRIE VILLAGE
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NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
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07/09/14
301 N���� H���� S�����, S���� 100
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C500
GRADING PLAN
A. Reese
A. Boese
1"=20'
5140
5145
5150
5155
5160
5130
5135
5140
5145
5150
5155
5160
12+50 12+00 11+00 10+00 9+50
7.96 LF
12" HDPE
@ 0.90%
90.56 LF 12" HDPE @ 0.90%
POND OUTLET 1.1
STA 11+42.56
RIM 5146.1�
INV. OUT 5143.29 (S)
45� BEND
STA 10+90.56
RIM 5144.0�
INV. IN 5142.82 (W)
INV. OUT 5142.82 (SE)
Ex. STMH
STA 10+00.00
RIM 5145.2�
INV. IN 5142.00 (NW)
INV. IN 5135.27 (S)
INV. OUT 5135.16 (NE)
PROPOSED
GRADE
EXISTING
GROUND
90� BEND
STA 11+34.60
RIM 5144.4�
INV. IN 5143.22 (N)
INV. OUT 5143.22 (E)
44.03 LF
12" HDPE
@ 0.90%
5125
5130
5135
5140
5145
5150
5155
5125
5130
5135
5140
5145
5150
5155
11+00 10+00 9+50
40.89 LF
12" HDPE
@ 4.50%
AREA INLET 2.1
STA 10+40.89
RIM 5142.0�
INV. OUT 5138.10 (E)
INSERTA-TEE 2
STA 10+00.00
RIM 5137.5�
INV. IN 5136.26 (W)
PROPOSED
GRADE
EXISTING
GROUND
����
����
CONTROL
IRR
�
�
�
�
��
��
�
�
T
�
CONTROL
IRR
CONTROL
IRR
W
W W
FROMME PRAIRIE WAY
(60' ROW)
LOT 6 LOT 7
LOT 8
W
S
AREA INLET 2.1
STA 10+40.89
N: 107927.65
E: 185623.28
INSERTA-TEE 2
STA 10+00.00
N: 107930.19
E: 185664.09
40.89 LF 12" HDPE @ 4.50%
STA 11+34.60
N: 108037.11
E: 185558.16
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 9, 2014
PROJECT:
1013-001
Sheet
Of 16 Sheets
PRAIRIE VILLAGE
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NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
07/09/14
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
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P����: 970.221.4158
C400
PLAN & PROFILE
STORM DRAIN 1 & 2 A. Reese
A. Boese
1"=30'
PROPOSED STORM SEWER
LEGEND:
G
EXISTING TELEPHONE T
PROPOSED STORM INLET
EASEMENT LINE
PROPERTY BOUNDARY
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
EXISTING ELECTRIC E
EXISTING STORM SEWER
PROPOSED ASPHALT PATCH
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
STORM DRAIN 1
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
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.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END
SECTIONS.
3.ALL RCP SHALL BE CLASS III OR GREATER. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE)
OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL
BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443/C877 FOR
RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). {STORM DRAINS SHOWN ON THIS DRAWING
AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR-35 OR APPROVED EQUAL.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING
OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL
CONFLICTS.
5.CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE AND ELECTRIC
LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS TO FACILITATE THE
INSTALLATION OF THE PROPOSED STORM DRAIN AND UTILITY SERVICES.
}
EXISTING GAS
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
STORM DRAIN 2
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
EXISTING LOT LINE
PROPOSED RAIN GARDEN
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
T T
VAULT
ELEC
��
�
�
�
�
E
E E
E
E E E E E E E E E E E E E E E
X
X
X
X
X
X
X
X
X X
X X
X
X
X
X
X
X X X
FO FO FO FO FO FO FO FO FO FO FO FO FO FO
T T
T T T T T T T
T T
T T T T
T
FO FO FO FO FO
FO FO FO FO FO FO FO FO FO
T T T T T
T T T T T T T T T
T T
T
FO FO FO FO
FO FO
G G G G G G
W W W W
W
W
SS SS SS SS SS SS SS SS
SS SS
�
CONTROL
IRR
CONTROL
IRR
W W
W W W
W W W W W W W W W W W W
W W W W
W
FIRE
FIRE
FIRE
FIRE FIRE
FIRE
FIRE FIRE
FIRE FIRE FIRE
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
OUTLOT A
TRACT A
EXISTING 16'
UTILITY EASEMENT
EXISTING
30' UTILITY
EASEMENT
EXISTING
DRAINAGE EASEMENT
(WIDTH VARIES)
REC# 2000065060
EXISTING
UTILITY & DRAINAGE
EASEMENT
CONNECT TO EXISTING
8" DIP WATERLINE
w/ (2) 1" COPPER SERVICES
N:108017.53
E:185656.54
EXISTING 6"
FIRE SERVICE
(TO REMAIN)
EXISTING FIRE HYDRANT
COURT
YARD
COURT
YARD
COURT
YARD
COURT
YARD
COURT
YARD
COURT
YARD
EXISTING 18" RCP
STORM DRAIN
EXISTING FIRE HYDRANT
EXISTING 1" WATER SERVICE
(TO BE RE-USED FOR IRRIGATION)
EXISTING 1" WATER SERVICE
(TO SERVE LOT 8)
EXISTING LIGHT POLE
EXISTING LIGHT POLE
EXISTING LIGHT POLES
EXISTING FIRE HYDRANT
EXISTING STREET LIGHT
EXISTING LIGHT POLE
EXISTING LIGHT POLE
EXISTING LIGHT POLE (TYP.)
EXISTING LIGHT POLES
42.42 LF 8" PVC @ 2.00%
1' SIDEWALK CHASE
EXISTING FIBER OPTIC
EXISTING FIBER OPTIC
EXISTING TELE
EXISTING TELE
EXISTING UNDERGROUND ELECTRIC
S S
W
S S S S
W W W W W W
S
W
W
W
S
PROPOSED WATER
METER (TYP.)
Ex. SSMH
INV. IN=5133.14 (SW)
EXISTING
STORM INLET
1' SIDEWALK CHASE
1' SIDEWALK CHASE
6" PVC @ 2.00%
1" COPPER
WATER SERVICE (TYP.)
PROPOSED SANITARY
SERVICE (TYP.)
PROPOSED WATER
SERVICE & CURB STOP (TYP.)
N:108015.78
E:185654.75
6" PVC @ 2.00%
PROPOSED
CURB STOP (TYP.)
AREA INLET 2.1
INV. OUT=5138.10 (E)
FG=5142.00
CONNECT TO EXISTING
18" RCP STORM DRAIN
USING INSERTA-TEE
OR APPROVED EQUAL
STA 10+00.00
N: 107930.19
E: 185664.09
51.59 LF 12" HDPE @ 0.60%
40.89 LF 12" HDPE @ 4.50%
90.56 LF
12" HDPE
@ 0.90%
7.96 LF
12" HDPE
@ 0.90%
POND OUTLET 1.1
INV. OUT=5143.29 (S)
CONNECT TO EXISTING
STORM DRAIN MANHOLE
INV. IN=5142.00 (NW)
INV. IN=5135.27 (S)
INV. OUT=5135.16 (NE)
44.03 LF 12" HDPE @ 0.90%
PROPOSED
STORM DRAIN
SSMH
INV. OUT=5133.99 (NE)
FG=5145.22
PUBLIC ACCESS,
DRAINAGE AND
UTILITY EASEMENT
EXISTING LOT LINE
16' UTILITY
EASEMENT
EXISTING 10'
UTILITY EASEMENT
PROPOSED 5'
UTILITY EASEMENT
PROPOSED UTILITY,
ACCESS AND DRAINAGE
EASEMENT
PROPOSED 3.85'
ACCESS EASEMENT
6' SIDEWALK 6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 9, 2014
PROJECT:
1013-001
Sheet
Of 16 Sheets
PRAIRIE VILLAGE
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NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
07/09/14
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
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P����: 970.221.4158
C300
UTILITY PLAN
A. Reese
A. Boese
1"=20'
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE
WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND
UTILITIES.
2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD
CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO
SCALE.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER
THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE
FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY
SEWER MAINS, WATER MAINS AND SERVICES.
6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
{7.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.
}
8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF
SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS.
{
}
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W W
G G
T T
E E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED ELECTRIC TRANSFORMER
S
F
PROPOSED FIRE SERVICE
EXISTING SANITARY SEWER SS SS
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
FDC
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ASPHALT PATCH
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
TF
W
PROPOSED RIGHT OF WAY
PROPOSED UNDERDRAIN
UD
PROPOSED LOT LINE
EXISTING LOT LINE
PROPOSED RAIN GARDEN
PROPOSED COBBLE SWALE
18" INFLOW VERTICAL
CURB & GUTTER
24" INFLOW VERTICAL
CURB & GUTTER
VISTA COURT
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
PROPERTY BOUNDARY
PROPOSED EASEMENT LINE
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 PAVERS, DECORATIVE PAVING, SCORING, ETC.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
NON-PERMEABLE PAVERS
PROPOSED 18" CURB & GUTTER
PRIVATE LIGHT DUTY
EXISTING LOT LINES
PUBLIC CONCRETE PAVING
C��� E������� D���
D���
D���
D���
D���
S��������� U������
P���� & R���������
T������ E�������
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
W���� & W��������� U������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
E������������ P������
PROPOSED ROW
PROPOSED ASPHALT PATCH
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
LEGEND:
CONCRETE PAVING
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 9, 2014
PROJECT:
1013-001
Sheet
Of 16 Sheets
PRAIRIE VILLAGE
T���� �������� ���
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
07/09/14
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
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P����: 970.221.4158
C200
PAVING PLAN
A. Reese
A. Boese
1"=20'
COURT YARD
PROPOSED LOT LINES
EXISTING ROW
�
�
�
�
E E
E
E E E E E E E E E E
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
FO FO FO FO FO FO FO FO FO
T
T T T T T
T T
T T
T
T T T
FO FO FO
FO FO FO FO FO FO
T T T
T T T T T T
T T
FO FO
FO FO
G G G G
W W
W
W
SS SS SS SS SS
SS
�
CONTROL
IRR
CONTROL
IRR
W
W W
W W W W W W W W
W W
FIRE
FIRE
FIRE
FIRE FIRE
FIRE FIRE
FIRE
�
������ ������ ������
HARMONY ROAD
(ROW VARIES)
FROMME PRAIRIE WAY
(60' ROW)
��� 3,
��������
5�� ������ ���
�������� ��
���������� ��� 1��
��� 7
��� 8
��� 9
��� 6
��� 5
��� 55 ��� 56 ��� 57 ��� 58 ��� 59
���
54 ��� 1
������� ����� 1��
��� 2
������� ����� 1��
��� 32
��� 4
��� 3
��� 2
��� 1
����� �� ���������� ��� 1��
��� 28
��� 29
��� 27
SENECA ST
(68' ROW)
��� 3
������� ����� ���
EXISTING SS MH
RIM=5149.86
INV OUT (W)=5140.36
EXISTING SS MH
RIM=5143.80
INV IN (8" PVC)=5133.14
INV OUT (8" PVC)=5133.08
EXISTIN SS MH
RIM=5139.03
INV IN (8" PVC)=5129.69
INV OUT (8" PVC)=5129.57
EXISTING STORM MH
RIM=5142.09
INV OUT (N)=5137.39
EXISTING STORM MH
RIM=5142.13
INV IN (S)=5136.83
INV OUT (N)=5136.78
EXISTING STORM MH
RIM=5145.75
INV IN (S)=5135.27
INV OUT (NE)=5135.16
EXISTING STORM MH
RIM=5138.82
INV IN (SW)=5131.23
INV IN (NW)=5131.80
INV OUT (SE)=5131.03
EXISTING STORM INLET
GRATE=5138.82
INV OUT (SE)=5133.12
APPROXIMATE LOCATION
EXISTING FIBER OPTIC LINE
APPROXIMATE LOCATION
EXISTING GAS LINE
APPROXIMATE LOCATION
EXISTING WATER SERVICE
APPROXIMATE LOCATION
EXISTING WATER SERVICE
EXISTING 1" WATER SERVICE
(RESIDENTIAL)
UNDERGROUND
TELEPHONE LINE
(TO BE RELOCATED)
EXISTING
TELEPHONE PEDESTAL
"NO PARKING
ANY TIME" SIGN
TO BE REMOVED
EXISTING
FIRE HYDRANT
"SPEED LIMIT 25" SIGN
TO BE RELOCATED
"NO PARKING
ANY TIME
BIKE LANE" SIGN
TO BE REMOVED
"EXIT"
SECTION LINE
EXISTING
60'
ROW
EXISTING
68'
ROW
EXISTING
ELECTRIC MANHOLES
EXISTING TELEPHONE PEDESTAL
EXISTING FIRE HYDRANT
APPROXIMATE LOCATION
EXISTING WATER LINE
APPROXIMATE LOCATION
EXISTING ELECTRIC LINE
APPROXIMATE LOCATION
EXISTING FIBER OPTIC LINES
EXISTING
PUBLIC ACCESS,
DRAINAGE & UTILITY
EASEMENT
EXISTING WOOD FENCE
EXISTING 1'
BLOCK WALL
EXISTING 16'
UTILITY EASEMENT
"ENTER"
EXISTING UTILITY &
DRAINAGE EASEMENT
(WIDTH VARIES)
EXISTING
30' UTILITY
EASEMENT
EXISTING 15'
UTILITY EASEMENT
EXISTING UTILITY &
DRAINAGE EASEMENT
(WIDTH VARIES)
EXISTING
DRAINAGE
EASEMENT
EXISTING
DRAINAGE EASEMENT
(WIDTH VARIES)
EXISTING UTILITY &
DRAINAGE EASMENT
(WIDTH VARIES)
EXISTING UTILITY EASMENT
(WIDTH VARIES)
EXISTING 8" DIP WATERLINE
(CITY OF FORT COLLINS)
EXISTING 18" RCP
STORM DRAIN
EXISTING 8" PVC SEWER
EXISTING 6" DIP FIRE SERVICE
(TO BE REMOVED TO MAIN)
EXISTING 6" DIP
FIRE SERVICE
EXISTING 6" SANITARY SERVICE
(TO BE REMOVED TO MH)
EXISTING
ELECTRIC VAULT
EXISTING
STREET LIGHT EXISTING
STREET LIGHT
EXISTING
STREET LIGHT
REMOVE 249.5LF
CURB & GUTTER
REMOVE
CURB & GUTTER
HANDICAP PARKING SIGN
TO BE RELOCATED
APPROXIMATE LIMITS
ASPHALT TO BE
REMOVED AND REPLACED
EXISTING
UTILITY & DRAINAGE
EASEMENT
EXISTING
STREET LIGHT
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / /
/ /
/
/ / / / / / / / / / / / / / / / / / /
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������� ����� 2��
EXISTING 10' UTILITY
EASEMENT
TO BE VACATED
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 9, 2014
PROJECT:
1013-001
Sheet
Of 16 Sheets
PRAIRIE VILLAGE
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NOT FOR CONSTRUCTION
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C100
DEMOLITION PLAN
EXISTING CONDITIONS AND A. Reese
A. Boese
1"=30'
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Environmental Planner
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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R
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA
OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR
ALL UNKNOWN UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE
SURVEY.
5.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.}
6.REFER TO LANDSCAPE PLANS BY RIPLEY DESIGN FOR TREE PROTECTION NOTES,
PROCEDURES, AND MITIGATION REQUIREMENTS
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.
{8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY
POTENTIAL CONFLICTS.}
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
G
EXISTING LOT LINE
APPROXIMATE LIMITS OF CONCRETE/
ASPHALT & GRAVEL REMOVAL
EXISTING TREES (TO REMAIN)
EXISTING TREES (TO BE REMOVED)
ORIGINAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: May 7, 2014
EXISTING ELEC/TV E/TV
W
{1.EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED.
2.HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE ROOT ZONE OF EXISTING TREES.
3.AVOID CUTTING SURFACE ROOTS WHENEVER POSSIBLE, SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE.
4.ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY, SMOOTH FLUSH CUTS SHOULD BE MADE, BACKFILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY.
5.PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE A ORANGE PROTECTIONS BARRIER FENCING ERECTED, WHICH AS A MINIMUM ARE SUPPORTED BY 1" X 1" OR SIMILAR STURDY STOCK, FOR SHIELDING
OF
PROTECTED TREES, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ON HALF () OF THE DRIP LINE, WHICH EVER IS GREATER, WITHIN THIS PROTECTION ZONE THERE SHALL BE NO MOVEMENT OF EQUIPMENT
OR STORAGE OF
EQUIPMENT, MATERIALS, DEBRIS, FILL OR CUT UNLESS APPROVED BY THE CITY FORESTER.
6.ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S "MEDIUM PRUNED STANDARDS."
7.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.
}{
8.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE OR DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS,
ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
9.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
10.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATION FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAYS AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN
ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN NOT (5) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POSTS STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING A RIBBON
OR ROPE FROM
STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.
11.ALL TREE PRUNING AND REMOVAL WORK SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORIST WHERE REQUIRED BY CODE.
12.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF
PROTECTED
EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT
AS DESCRIBED
IN THE CHART BELOW.}
TREE PROTECTION NOTES:
TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
NORTH
APPROXIMATE SAWCUT LINE
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of
the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be
located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be
the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any
utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer
to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all
parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of
Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,
whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Drainage Memorandumfor Prairie Villagedated July 9, 2014by 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 the City of Fort Collins .
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
City of Fort Collins Benchmark18-94
North side of West Harmony Rd. 200 feet West of Chippendale Dr., on concrete base of a brick and mortar fence (Southwest corner of Regency
Park Sub).
NAVD88=5119.79
City of Fort Collins Benchmark19-94
West side of South Taft Hill Rd. 100 feet North of the Old West Harmony Rd. intersection, on top of the East end of the South concrete retaining
wall for a natural gas housing unit.
NAVD88=5130.78
Basis of Bearings
The Basis of Bearing is the South line of the Southwest Quarter, Section 34, Township 7 North, Range 69 West of the 6th P.M. as bearing South
89�57'59" West.
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:
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed priorto any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
16. For additional information see separate Drainage Memorandum for Prairie Village.
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 Memorandumfor Prairie Villagedated July 9, 2014by 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
Environmental Planner
TELECOM.--------CenturyLink------------------------------- William Johnson (970) 490-7501
WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854
WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854
STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 224-6065
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.
JULY 2014
SHEET INDEX
UTILITY PLANS FOR
LOT 2, OVERLOOK FIFTH FILING P.U.D. LOCATED IN THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
(1715 WEST HARMONY ROAD)
PRAIRIE VILLAGE
PHONE NUMBER
SITE ENGINEER
Northern Engineering Services, Inc.
Nick Haws, PE, LEED AP
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SURVEYOR
Northern Engineering Services, Inc.
Gary Gilliland, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
** The underground utility locates provided by SiteWise, LLC are based upon the best available information at
the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have
errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the
location of all utilities prior to construction, and notify the Engineer of any discrepancies found.
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VICINITY MAP
NORTH 1"=2000'
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 18-94
North side of West Harmony Rd. 200 feet West of Chippendale Dr., on concrete base of a brick
and mortar fence (Southwest corner of Regency Park Sub).
NAVD88=5119.79
BENCHMARK #2:
City of Fort Collins Benchmark 19-94
West side of South Taft Hill Rd. 100 feet North of the Old West Harmony Rd. intersection, on top
of the East end of the South concrete retaining wall for a natural gas housing unit.
NAVD88=5130.78
BASIS OF BEARINGS
The Basis of Bearing is the South line of the Southwest Quarter, Section 34, Township 7 North,
Range 69 West of the 6th P.M. as bearing South 89°57'59" West.
ORIGINAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: May 7, 2014
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
C000
C001
E N G I N E E R I N G
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E N G I N E E R I N G
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COVER SHEET
GENERAL AND CONSTRUCTION NOTES
C100 EXISTING CONDITIONS AND DEMOLITION PLAN
C200 PAVING PLAN
C300 UTILITY PLAN
C500 GRADING PLAN
C700 DRAINAGE EXHIBIT
ARCHITECT
C400 STORM DRAINS 1 & 2 PLAN & PROFILE
C600-C604 CONSTRUCTION DETAILS
C800 EROSION CONTROL EXHIBIT
C801 EROSION CONTROL DETAILS
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
Mosaic Real Estate, LLC
Kenneth Mitchell
1021 Nightengale Drive
Fort Collins, CO 80525
(214) 557-2000
Rentfrow Design, LLC
Jon Rentfrow
205 Allen Street
Fort Collins, CO 80525