HomeMy WebLinkAboutLEGACY SENIOR RESIDENCES - FDP - FDP120010 - PLANS - UTILITY PLANSJEFFERSON ST.
WILLOW ST.
LINDEN ST.
N. COLLEGE AVE.
E. LINCOLN AVE.
BUCKINGHAM ST.
E. VINE DR.
OLD TOWN BASIN
CACHE LA POUDRE BASIN
CACHE LA POUDRE BASIN
DRY CREEK BASIN
CONIFER ST.
MOUNTAIN AVE.
E. MULBERRY ST
N. COLLEGE AVE.
C000
COVER SHEET
N.A.
K. Brazelton
NTS
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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SEPTEMBER, 2012
UTILITY PLANS FOR
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/19/12
PROJECT:
683-001
Sheet
Of 15 Sheets
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200 S���� C������ A�����, S���� 010
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E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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CONTACT INFORMATION
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/19/12
PROJECT:
683-001
Sheet
Of 15 Sheets
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REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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C001
CONSTRUCTION NOTES
GENERAL AND N.A.
K. Brazelton
N/A
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the
Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and
the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the
City of Fort Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins
Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to
commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort
Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by
law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all
liabilities, claims, and demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the
responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing
new construction. The Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to
be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading.
It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these
plans.
JEFFERSON ST.
WILLOW ST.
LINDEN ST.
N. COLLEGE AVE.
E. LINCOLN AVE.
BUCKINGHAM ST.
E. VINE DR.
OLD TOWN BASIN
CACHE LA POUDRE BASIN
CACHE LA POUDRE BASIN
DRY CREEK BASIN
CONIFER ST.
MOUNTAIN AVE.
E. MULBERRY ST
N. COLLEGE AVE.
REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
9/18/12
PROJECT:
683-001
Sheet
Of 2 Sheets
LEGACY SENIOR RESIDENCES NOTICE:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
RANGE: hereon.
TOWNSHIP:
SECTION:
200 S���� C������ A�����, S���� 10
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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MAINTENANCE GUARANTEE:
The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the
City of the improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in
connection with the Development which is the subject of this Plat. This warranty and guarantee is made in accordance with the City Land
Use Code and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all other appurtenant
structures and amenities lying within the rights-of-way, Easements and other public properties, including, without limitation, all curbing,
sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair required on
utilities shall be coordinated with the owning utility company or department.
The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards,
safety requirements and environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be
corrected and repaired, all damages to said improvements resulting from development-related or building-related activities. In the event the
Owner fails to correct any damages within thirty (30) days after written notice thereof, then said damages may be corrected by the City and
all costs and charges billed to and paid by the Owner. The City shall also have any other remedies available to it as authorized by law. Any
damages which occurred prior to the end of said two (2) year period and which are unrepaired at the termination of said period shall remain
the responsibility of the Owner.
REPAIR GUARANTEE:
In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless
for a five (5) year period, commencing upon the date of completion and first acceptance by the City of the improvements to be constructed
in connection with the development which is the subject of this Plat, from any and all claims, damages, or demands arising on account of
the design and construction of public improvements of the property shown herein; and the Owner furthermore commits to make necessary
FND #5 REBAR
w/PLASTIC CAP
TEC PLS 31938
FND #5 REBAR
w/PLASTIC CAP
TEC PLS 31938
LOT 10
OWNER:
CIENFUEGOS
JOE C
LOT 12
OWNER:
JOHNSTON
JAMES R/
JANE A
DRAINAGE EASEMENT
(SHADED AREA)
20' DRAINAGE
EASEMENT
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
20' UTILITY
EASEMENT
20' UTILITY
EASEMENT
C
1
0
C
9
L7
C
8
L6
C
7
L5
C
6
C
5
L4
C
4
L3
C
3
L2
C
2
C
ELEC VAULT
ELEC VAULT
ELEC
ELEC VAULT
VAULT
ELEC
VAULT
ELEC
S
S
S
S
V.P.
H
Y
D
CONTROL CONTROL IRR CONTROL IRR
IRR
CONTROL IRR CONTROL IRR
CONTROL CONTROL IRR CONTROL IRR
IRR
C
S
W
WV WV
WV
h2o
M
C
C
CABLE VAULT
T T
F
E S
D
D
ELEC VAULT
ELEC VAULT CTV
BLOCK 2
OWNER:
GODINEZ
JESSE
LOT 10
OWNER:
CIENFUEGOS
JOE C
LOT 12
OWNER:
JOHNSTON
JAMES R/
JANE A
OWNER:
SANNES
JILL MARIE
CACHE LA POUDRE RIVER
PINE STREET
(100' ROW)
POUDRE STREET
(20' ROW)
C
H
Y
D
M
BLOCK 2
OWNER:
GODINEZ
JESSE
LOT 10
OWNER:
CIENFUEGOS
JOE C
LOT 12
OWNER:
JOHNSTON
JAMES R/
JANE A
OWNER:
SANNES
JILL MARIE
CACHE LA POUDRE RIVER
PINE STREET
(100' ROW)
POUDRE STREET
(20' ROW)
LINDEN STREET
(100' ROW)
G
LOT 2
NORTHSIDE AZTLAN
COMMUNITY CENTER
LOT 3
NORTHSIDE AZTLAN
COMMUNITY CENTER
LOT 8
LOT 6
LOT 4
LOT 2
LOT 16 LOT 14
EXISTING 100' LINDEN
STREET RIGHT-OF-WAY
PROPOSED
BUILDING
LOT 2
NORTHSIDE AZTLAN
COMMUNITY CENTER
LOT 3
NORTHSIDE AZTLAN
COMMUNITY CENTER
X X
X
X
X
X
X X
X
X
POUDRE STREET
SEE STREET P&Ps
POUDRE STREET
ELEC VAULT
ELEC VAULT
ELEC
ELEC VAULT
S
S
S
S
V.P.
H
Y
D
CONTROL CONTROL IRR CONTROL IRR
IRR
CONTROL IRR CONTROL IRR
CONTROL CONTROL IRR CONTROL IRR
IRR
C
S
W
WV WV
WV
h2o
M
C
C
CABLE VAULT
T T
F
E S
D
D
ELEC VAULT
ELEC VAULT CTV
BLOCK 2
OWNER:
GODINEZ
JESSE
LOT 10
OWNER:
CIENFUEGOS
JOE C
LOT 12
OWNER:
JOHNSTON
JAMES R/
JANE A
OWNER:
SANNES
JILL MARIE
CACHE LA POUDRE RIVER
PINE STREET
(100' ROW)
POUDRE STREET
(20' ROW)
C
T
T
T
T
X X
X
X
X
X
X X
X
X
H
Y
D
M
F
E S
D
D
BLOCK 2
OWNER:
GODINEZ
JESSE
LOT 10
OWNER:
CIENFUEGOS
JOE C
LOT 12
OWNER:
JOHNSTON
JAMES R/
JANE A
OWNER:
SANNES
JILL MARIE
LOT 2
NORTHSIDE AZTLAN
COMMUNITY CENTER
LOT 3
NORTHSIDE AZTLAN
COMMUNITY CENTER
LOT 8
LOT 6
LOT 4
LOT 2
LOT 16 LOT 14
PROPOSED
BUILDING
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
4940
4945
4950
4955
4960
4965
4970
4940
4945
4950
4955
4960
4965
4970
11+75 11+00 10+00 9+80
EX. TELEPHONE
STA.=10+72.55
T.O.P.= 4956.4
ELEC VAULT
S
H
Y
CONTROL IRR CONTROL IRR D
CONTROL IRR
WV WV
WV
T
T
F E
D S
D
D
ELEC VAULT
h2o
VAULT ELEC CTV
CONTROL IRR
8" W
8" W
8" W
8" W
8" W
RD
RD
RD
RD
OUTLET STRUCTURE A1
STA 10+89.82
N: 132533.58
E: 196122.08
FES A
STA 10+00.00
N: 132573.63
E: 196202.48
LOT 2
NORTHSIDE AZTLAN
COMMUNITY CENTER
LINDEN STREET
(100' ROW)
PROPOSED
BUILDING
CTV
T
T
T
X
X
X X
X
X
X
BLOCK 2
OWNER:
GODINEZ
JESSE
LOT 10
OWNER:
CIENFUEGOS
JOE C
LOT 12
OWNER:
JOHNSTON
JAMES R/
JANE A
OWNER:
SANNES
JILL MARIE
PINE STREET
(100' ROW)
POUDRE STREET (20' ROW)
LINDEN STREET
(100' ROW)
EXISTING 20'
RIGHT-OF-WAY
PROPOSED
BUILDING
VACATED PORTION OF PINE
STREET R.O.W. W/ RETAINED
UTILITY & ACCESS EASEMENT
(SEE PLAT)
LOT 1
BLOCK 1
TRACT A
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
10+00 11+00 12+00 13+00 14+00 15+00 15+50
4955
4960
4965
4970
4975
4955
4960
X X
X
X
X
X
X X
X
X
H
Y
D
M
F
E S
D
D
BLOCK 2
OWNER:
GODINEZ
JESSE
LOT 10
OWNER:
CIENFUEGOS
JOE C
LOT 12
OWNER:
JOHNSTON
JAMES R/
JANE A
OWNER:
SANNES
JILL MARIE
CACHE LA POUDRE RIVER
PINE STREET
(100' ROW)
POUDRE STREET
(20' ROW)
LINDEN STREET
(100' ROW)
G
LOT 2
NORTHSIDE AZTLAN
COMMUNITY CENTER
LOT 3
NORTHSIDE AZTLAN
COMMUNITY CENTER
LOT 8
LOT 6
LOT 4
LOT 2
LOT 16 LOT 14
PROPOSED
BUILDING
FFE=65.25
RD
RD
RD
RD
RD
RD
C700
CONSTRUCTION DETAILS
K. BRAZLETON
D. Fry
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
ALTERNATE BASE
POURED INVERT
PRECAST MANHOLE BASE
2 IN. MIN.
SLOPE
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
C701
CONSTRUCTION DETAILS
A. Reese
D. Fry
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
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/19/12
PROJECT:
683-001
Sheet
Of 15 Sheets
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NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
C702
CONSTRUCTION DETAILS
A. Reese
D. Fry
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
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/19/12
PROJECT:
683-001
Sheet
Of 15 Sheets
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NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
C703
CONSTRUCTION DETAILS
A. Reese
D. Fry
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
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/19/12
PROJECT:
683-001
Sheet
Of 15 Sheets
LEGACY SENIOR RESIDENCES T���� �������� ���
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NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
C704
CONSTRUCTION DETAILS
A. Reese
D. Fry
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
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/19/12
PROJECT:
683-001
Sheet
Of 15 Sheets
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NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
C705
CONSTRUCTION DETAILS
A. Reese
D. Fry
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
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/19/12
PROJECT:
683-001
Sheet
Of 15 Sheets
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NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.��� 09/19/12
VEHICLE CONTROL TRACKING PAD
NOT TO SCALE
COMPACTED BACKFILL
FLOW
SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN
24" MIN
6' MAX
FLOW
TRENCH AND ATTACHED TO POST.
4"x4" TRENCH
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
18" MIN
24" MIN
42" MIN
POSTS
{PREASSEMBLED SILT FENCE}
JOIN FIRST
ROTATE SECOND
POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
HAS BEEN EXAGGERATED.
POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND.
{SILT FENCE JOINTS}
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE
BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE.
NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL
BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
{INSTALLATION NOTES:
}1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM
EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM
SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS
COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED
AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN.
4" MIN.
{1 " x 1 " WOODEN FENCE POSTS}
COMPACTED BACKFILL
MANHOLE
ROCK BERM SHALL
2"x 4" WOOD STUD EXTENDED
INTO CONCRETE BLOCKS
WIRE ENCLOSED
1 1/2" WASHED ROCK CONCRETE
BLOCKS
CURB INLET
GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD
OVERFLOW
FILTERED
RUNOFF
%SECTION A-A
A
A
%PLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%SECTION B-B
%PLAN VIEW
B
B
ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
CURB AND GUTTER
BE PLACED TIGHTLY
AGAINST CURB FACE
GRAVEL FILTER
1/2" TO 1" BELOW TOP OF CURB
TUBULAR
MARKER
IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED.
TUBULAR
MARKER
TUBULAR
MARKER
2' 3'
4'
CURB INLET
WIRE ENCLOSED
SETTLED
RUNOFF
GRAVEL FILTER
CURB INLET MANHOLE
{CURB INLET BLOCK AND GRAVEL FILTER
(INLET IN SUMP)}
INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48
HOURS AFTER PAVING IS PLACED.
WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF
INLET PROTECTION IN STREETS.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN
5" MAX
BMP WIDTH VARIES BMP WIDTH VARIES
BMP WIDTH VARIES BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
SILT FENCE
NOT TO SCALE
SF
CURB INLET PROTECTION
NOT TO SCALE
IP
WATTLE INSTALLATION
NOT TO SCALE
WATTLES - DETAIL A
FLOW
{3'-4'}
ADJACENT ROLLS SHALL
TIGHTLY ABUT
{W1 NOTES:
INSTALLATION:
}WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE
TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES
AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 -
3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT
LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF
THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN
THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE
THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND
APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES
ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD
THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU
HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY
SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
1' WATTLE "A" WATTLE "B"
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
LIP OF GUTTER STORM WATER LINE
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.
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.
{IMPERVIOUS INSTALLATION}
SEDIMENT
DEPOSITION ZONE
W3
{W2 NOTE:
}ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN INSTALLATION
COMES IN CONTACT WITH A WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
W4
{W3, W4 & W5 NOTES:
}1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED CORE.
2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS.
3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON WRITTEN
APPROVAL FROM THE CITY. {NOTE}: A COPY OF DETAILS AND SPECIFICATIONS WILL NEED
TO BE INCORPORATED INTO THE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
W5
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET
CONCRETE CHASE/TRICKLE CHANNEL SETUP
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
CURBSIDE CHECKDAMS SETUP
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e. RIVER ROCK AND COBBLES) SHALL NOT BE USED.
THE
STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE
LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR
SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE
STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO DISCOURAGE
VEHICLE ACCESS SIGN EXCEPT "CONSTRUCTION AT VTC ENTRANCE"
R=5'
PAVED SURFACE
20' MIN.
A
SECTION A
NO MATERIALS INCLUDING 2x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER
ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK
%PLAN%
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
VTC
CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT.
SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY
INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE.
WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN
A MANNER ACCEPTED BY THE CITY.
LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT
CONTRACTOR'S DISCRETION.
{NOTES:
}1.
2.
3.
4.
5.
6.
7.
3H:1V OR FLATTER
SIDE SLOPES
12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
12" 2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
CONCRETE WASHOUT AREA
NOT TO SCALE
CWA
1
C705
3
C705
2
C705
6
C705
7
NOT TO SCALE C705
5 RIPRAP INSTALLATION DETAIL
C705
WATTLE
WATTLE
OR
NOTE:
INSTALLATION OF WATTLE STAKES
MAY VARY
WITH NO GAPS (TYP.)
TIGHTLY ABUTTING
INLET
PLAN VIEW
ENTRENCH 3"
FLOW FLOW
NOTE:
ENTRENCH WATTLE 3" INTO NATURAL
GROUND AT THE OUTSIDE EDGE OF
CONCRETE APRON
IP
NOT TO SCALE
4 DROP INLET PROTECTION
C705
WP
=MEAN PARTICLE SIZE
*
*
d
50
24
18
12
9
6
9
24
33
42
6
18
24
30
4
12
18
21
3
9
12
15
2
6
9
12
2-10
35-50
50-70
100
2-10
35-50
50-70
100
2-10
35-50
50-70
70-100
70-100
50-70
35-50
2-10
2-10
35-50
50-70
70-100
TYPE VH
TYPE H
TYPE M
TYPE L
TYPE VL
50
(INCHES)
d
DIMENSION (INCHES)
INTERMEDIATE ROCK
WEIGHT
GIVEN SIZE BY
% SMALLER THAN
DESIGNATION
RIPRAP
6
6
8
8
*
FINE GRAINED SOILS
4
4
6
6
4
4
4
4
TYPE II
RIPRAP
M
L, G, SM
H
VH
DESIGNATION
*
**
STRUCTURES.
TYPE I
FIFTY PERCENT OR MORE BY WEIGHT RETAINED ON THE #40 SIEVE.
IS ACCEPTABLE, SEE SECTION 5.3.2 FOR USE OF FILTER FABRIC AT DROP
OF A COMBINATION OF FILTER FABRIC AND TYPE II BEDDING AT DROP STRUCTURES
LAYER OF TYPE II BEDDING SHALL NOT BE PERMITTED AT DROP STRUCTURES. USE
MAY SUBSTITUTE ONE 12 INCH LAYER OF TYPE II BEDDING. SUBSTITUTION OF ONE
MINIMUM BEDDING THICKNESS (INCHES)
COURSE GRAINED SOILS
TYPE II
3" 90-100
#16 45-80
#50
#100
#200 0-2 0-3
2-10
10-30
3/8" 100
#4 95-100 0-20
3/4" 20-90
1-1/2"
GRADATION FOR GRANULAR BEDDING
SQUARE MESH SIEVES
TYPE II
U.S. STANDARD
SIEVE SIZE TYPE I
BY PASSING
PERCENT WEIGHT
TABLE 5-3
TABLE 5-1
VARIES, SEE
THICKNESS
BEDDING
2*d
50
TABLE 5-2 CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP
TABLE 5-1 THICKNESS REQUIREMENTS FOR GRANULAR BEDDING
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.��� 09/19/12
1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO
CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN.
2. MINIMUM CONCRETE THICKNESS IS 6 INCHES.
3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL
ENTITY.
4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS
USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER.
6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK,
WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET.
7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN
APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA.
8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER).
STANDARD GRAY CONCRETE
RAMP WITH PARTIALLY COLORED CONCRETE
SECTION A-A
LIP OF GUTTER
PLAN VIEW
FLOWLINE
CURB
A
A
0.5' TYP.
N.T.S.
6"
1:12 SLOPE MAX.
CURB
0.5'
4' MIN.
N.T.S.
FLARE OPTION
CURB OPTION
6" CURB 0" CURB
1' R
2'
NOTES:
t=6" or as specified
1"/ft. Max
1"/ft.
Max
1.5' TRANSITION 1.5' TRANSITION
Flared
Option
2'
FL
REVISION NO: 1
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1606
URBAN AREA
LARIMER COUNTY
PEDESTRIAN RAMP DETAIL (For New Const. & Alterations)
CONSTRUCTION
1:25 slope
(max.)
Truncated Dome
Warning Detection
Truncated Dome
Warning Detection
F
Curb
Flare
Varies
Curb
2'-0"
Flare
Ramp
concrete ramps
Panels embedded in the
Apron
Gutter
or
Curb and Gutter
Flow line
1:20 Slope 1:12 MAX Slope
Section A-A
NTS
Varies Varies
Curb
Curb
Flare
Ramp
2'-0"
Varies
Panels
Panels
6"
A
A
CL
Pedestrian flow
Aligned with
Ramp
Width:
4.5'
5.0'
6.0'
7.0'
8.0'
Note:
Truncated dome panels are
available in 2'x2' squares
and
2'x2.5' rectangles. Combine
the widths to fit the ramp.
Panels may be cut to no
less
than a 2'x1.5' size.
Panel Width
Combinations:
2'+2.5'
2.5'+2.5'
2'+2'+2'
2.5'+2'+2.5'
2'+2'+2'+2'
Note:
1. Truncated dome warning panel:
Install panels along with the concrete
pour for the ramp. The panel material
shall be "Cast In Tact Warning Panels"
or an equivalent material that must
be first approved by the City Engineer
prior to installation. The panel color
shall be red, no other color is approved.
Specifications for the panel and
installation instructions will be
provided upon request.
2. This drawing shows vertical curb. For
Drive Over Curb the warning detection
location shall be placed in the same
position 6" back from the Face of
Curb or .
Case 1-Directional Ramps Case 2-Non-Directional Ramps
Varies
Panels
Ramp
Panels
Flare
2'-0"
Curb
Case 3-Mid-Block Ramps
6"
Panels Panels
Apron
Gutter
or
Flare
6"
Flare
(Center line of ramp)
CL -Center line of ramp
BOC
BOC
BOC
FOC
L
or
F
FOC
BOC
FL
-Back of Curb
-Face of Curb
-Flow line
2'
REVISION NO:
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1607
URBAN AREA
LARIMER COUNTY
TRUNCATED DOME WARNING FOR ACCESS RAMPS
CONSTRUCTION
FORT COLLINS ONLY
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
Materials
Pavement
Thickness
Varies
Varies
1" (min.)
(See Note 9 below for Storm.)
4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
Local Entity Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight
edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for
backfill material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of
unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.
LARIMER COUNTY
URBAN AREA
STREET STANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 2201
DATE: 08/07/00
TRENCH DETAIL
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
CONSTRUCTION
SIDEWALK DETAIL
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1602
DRAWING
REVISION DATE: 04/NO: 01/07 2
NOT TO SCALE
1
C704
PAVEMENT DETAIL
LIGHT DUTY HEAVY DUTY
{COMPOSITE SECTION}
NOTE:
SEE THE GEOTECHNICAL ENGINEERING REPORT FOR KIEFER CONCRETE STORAGE YARD, 411 LINDEN STREET, FORT
COLLINS, COLORADO PREPARED BY TERRACON CONSULTANTS, INC (TERRACON PROJ. #20105027) FOR ADDITIONAL
INFORMATION
3.5" HOT BITUMIOUS
PAVEMENT
(S OR SX)
6" AGGREGATE
BASE COURSE
(CLASS 5 OR 6)
4" HOT BITUMIOUS
PAVEMENT
(S OR SX)
8" AGGREGATE
BASE COURSE
(CLASS 5 OR 6)
APPROVED
SUBGRADE
APPROVED
SUBGRADE
6" 1"
1 1/2"R.
1'-6"
2" R.
4-1/2"
12"
6"
OUT FALL CURB & GUTTER
1-1/2"
6"
1-1/2" TO
NOT TO SCALE
2
C704
PRIVATE CURB & GUTTER
Sidewalk
Driveway
LIP
F.L.
T.C.
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. Sidewalk grade shall remain consistent across driveway
3. This detail applies to Residential & Commercial driveways.
6"
6" Residential
Detached Sidewalk
Attached Sidewalk
1/2" Expansion
Joint Material 1/2" Expansion
Joint Material
A
A
2. For driveway design requirements, see CONST. DWG. 706 & 707.
DETACHED ATTACHED
3'-0" 6'-0"
All Sidewalk Thickness Shall Be 6" minimum.
Min.
STANDARD SIDEWALK
STREET STANDARDS
LARIMER URBAN COUNTY AREA REVISION NO: 1
CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING
SIDEWALK
8" Commercial
6" 1"
1 1/2"R.
1'-6"
2" R.
4-1/2"
12"
6"
VERTICAL CURB & GUTTER
1-1/2"
6"
1-1/2" TO
Double Lines
Normal Width Line
4" White
4" Yellow
4" Space
4" White
Preferential lane symbol
(6' X 4') for designated
bikeways. White pavement
marking placed 65' (min) from
the projected flowline and
Projected Flowline (FL)
NO CROSSPAN
Continental bars (9' X 1.5'):
NO CROSSPAN OR EXISTING CROSSPAN
White Stop Bar (1.5' X Length)
30' Gaps
3:1 Ratio
10' Segments
4" White
Broken Line
STANDARD
NO STOP BAR SPECIFIED
STOP BAR SPECIFIED
STOP BAR SPECIFIED
EXISTING CROSSPAN
Crosspan exits (no stop bar) -- shall
No crosspan -- shall be positioned
along projected flowline.
match the edge of the pan.
Crosspan exits (stop bar specified) --
shall be positioned along projected
flowline overlapping 4' of crosspan.
1
2
3
CROSSWALK MARKINGS
FL to stop bar
14.5' Projected
14.5' Stop
Bar to FL
13'
9'
1.5'
6' Crosspan
4'
4'
4'
NOTES:
Continental crosswalk bars shall be placed
centered on each lane line & in the center of
each lane. (Lanes 5' wide or less shall not
receive a bar centered in the lane.) Both outside
Continental bars shall be centered on the curb &
gutter when possible.
If 6' crosspan exists, bars to
match pan edge to 13' from
projected FL.
Exception: The downstream bike lane line shall
terminate at the curb return.
NOTE:
All longitudinal (lane) striping shall terminate at the
continental crosswalk bars when no stop bar exists.
If a stop bar is specified, the striping shall terminate
at the stop bar.
REVISION NO: 1
DATE: 03/01/02
STREET STANDARDS STANDARD CONSTRUCTION DRAWINGS PAVEMENT MARKINGS
URBAN AREA
LARIMER COUNTY DRAWING
1403
65' (min)
centered on bike lane.
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.��� 09/19/12
CAD FILE NAME:
DETAILS
DRAWN BY: T. COX
D46.dwg
OUTLET STRUCTURE
DATE DRAWN: 8/15/05
C C
A
A
B
B
CONTROL
PLATE
Ls 3'-6"
1'
(MIN.) 6"
Ws
6"
6"
VARIES VARIES
6"
Ws/2 Ws/2
OUTLET CENTERLINE PIPE OF
SECTION C-C
SECTION A-A SECTION B-B
WELL SCREEN FLOW CONTROL PLATE
#4@#4@12" 12"
#4@18"
#4@12"
2'-6"
#4L@12"
#4@12"
6"
Wo
Wo Wo
Wp
(Wo+6")
4"
(TYP.) TABLE
1/4" (MIN.) THICK
STEEL FLOW CONTROL
PLATE
STAINLESS STEEL
ANCHOR BOLT (TYP.)
1'
(MAX.)
INTO CONCRETE SIDES
STEEL CHANNEL FORMED
3/8"x1" FLAT
BAR HOLDING
FRAME
INTERMITTANT WELDS ON TOP AND SIDES
STAINLESS STEEL ANCHOR BOLTS OR
PLATE
FLOW CONTROL
END CONCRETE OF WING WING WALL) WALL (TYP.)
51"x51" GRATING
(3/8" ROUND OR
TWISTED CROSS
BARS AT 3" O.C.,
WELDED TO 1"x3/8"
BEARING BARS AT
2 1/2" O.C.)
3/8" ROUND OR
TWISTED CROSS
BAR
BAR
1"x3/BEARING 8"
PLAN
6"
CLR. 3"
3"
CLR.
3" CLR.
TO FASTEN GRATE DOWN
3/8"x6" THREADED BOLT
D
1
4 OR 3
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.
3 1/2"
x1 1/2"
KEY
OUTLET PIPE
4% 4%
CLR.
3"
BAR
#4 HOOP
PIPE
CONCRETE
METAL OR
F
LAP
12"
#4@12" O.C.
O.C.
#4@12"
CONCRETE SHALL BE CLASS B. MAY BE CAST-IN-PLACE OR PRECAST.
GENERAL NOTES
1.
2.
3. STEPS SHALL BE PROVIDED WHEN VERTICAL DIMENSION EXCEEDS 3'-6"
AND SHALL BE IN ACCORDANCE WITH AASHTO M 199.
HAVE A MINIMUM 2" CLEARANCE.
REINFORCING BARS SHALL BE EPOXY COATED AND DEFORMED, AND SHALL
#4 DIAGONAL
(TYP.)
SECTION D-D
HOLE (TYP.), SEE
ELEV. B
ELEV. A
ELEV. C
WQ
SPILL ELEV.
WATER QUALITY
100-YEAR OUTLET
D
D
CONCRETE OF WING WALLS PAD WITH USE
ELEV. A (POND INV.)
ELEV. B (WQCU ELEV)
ELEV. C
SPILL ELEV.
WQ
HOLE DIA.
# OF COLUMNS # OF ROWS
SECTION LINE A-A (ARROWS
A A POINT IN DIRECTION SECTION
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.
LEGEND
WATER QUALITY (WQ)
WQ WATER QUALITY
D WQ
INV. INVERT
ELEV. ELEVATION
6"
Ls
Ws
AND PAD (END OF PAD TO MATCH
CONCRETE DOWEL WITH PAD USE OF 6"
Ls LENGTH OF STRUCTURE
Ws WIDTH OF STRUCTURE
Wo
(12" MIN.)
STEEL OR EQUAL)
(NOTE 5)
TRASH RACK
(U.S. FILTER STAINLESS
WELL SCREEN NO. 93
TRASH RACK
STEEL OR EQUAL)
(U.S. FILTER STAINLESS
WELL SCREEN NO. 93
EQUAL)
FILTER STAINLESS
NO. 93 (U.S.
WELL SCREEN
STEEL OR
DETAIL
D-46
INVERT OF PLATE
HOLES TO BE AT
BOTTOM ROW OF
LAST DATE REVISED: 4/7/11
3/8"x6" THREADED BOLT
TO FASTEN GRATE DOWN
GRATE (TYP. OPP. SIDE)
2 1/4" FROM EDGE OF
TO HOLD HINGE IN PLACE,
3/8"x6" BOLTS 12" O.C.
FLOW
TO COVER OPENING
(FASTEN WITH 3/8"x6"
TREADED 1/4" METAL BOLTS) PLATE
TO GRATE, WITH
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
1/4" PLATE, WELDED
STORMWATER CONSTRUCTION DETAILS
(970) 221-6700
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
7 3/8" (L) 1 3/8"
17"
6"
3 3/8"
14"
FL
R 16"
R 16"
DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK
31"
See Drawing 1601
10 3/4"(L)
R 16"
DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK
18" 18"
3 3/8"
1 3/8"
6"
R 16"
FL
14"
6"
17"
1 1/2"
5' (L)
8 5/8" (F.C.)
7 1/4" F.C.
12" (F.C.)
Slope to curb 1/4"/Ft.
1' min. (F.C.)
48:1 min.
4:1 max.
Excavation
Fill
1' min.
2' min.
1/4"/Ft.
CURB & GUTTER IN A CUT OR FILL
DATE: 03/01/02
CURB AND GUTTER/SIDEWALK
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 702
DRAWING
6"
3'-9" (F.C.)
For Thickness
2' min. (L)
THICKNESS
ASPHALT
DESIGNED
2T*
W
ASPHALT
2T*
W
T
W
P.C.
CROSSPAN
THICKENED
ASPHALT
THICKENED
ASPHALT
THICKNESS
DESIGNED
AND WALK
CURB, GUTTER
ASPHALT PAVING DETAIL (CROSSPAN)
STREET STANDARDS
LARIMER COUNTY
URBAN AREA CONSTRUCTION DRAWINGS DATE: REVISION 04/NO: 01/07 1 710
DRAWING
T = THICKNESS OF CROSSPAN
W = WIDTH OF CROSSPAN
P.C.
*-If subgrade is flyash
treated, use T instead of 2T.
TO R.O.W. AT
EXTEND CONC.
PRIVATE DRIVES
Max. Sign Panel
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
3" - 6" ABOVE GRADE
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
Anchor/Stub Post Size
CRITERIA FOR SINGLE POST
36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0"
5. All "No Parking" signs shall be installed at 45� from Flow Line.
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
Street Curb
REVISION NO: 1
DATE: 04/01/07
STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST
URBAN AREA
LARIMER COUNTY DRAWING
1401
See Figure 16-1
SW SAMPLE AVE
2400
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND
GRADE. SIGN MOUNTED TO POST WITH 1 EACH
DRIVE RIVET WITH NYLON WASHER AGAINST SIGN
FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE
SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM
NYLON WASHERS (NYLON WASHER AGAINST SIGN
FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT
ON THE BACK SIDE OF POST.
L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH
NYLON WASHERS
* 12 Gauge
30" 8" 8"
4956.11
4958.55
4959.43
4959.80
2.44-FT
42-INCH
54-INCH
12-INCH
1/2-INCH
8
1
EXPANSION JOINT WATER QUALITY OUTLET BOX
MATERIAL
TOP OF
WINGWALL
OPTIONAL MATERIAL
FRONT VIEW (TYP. BOTH SIDES)
RE-BARS FROM
WINGWALL FOOTING
CONTINUE INTO
WALL
6" THICK WINGWALL AND FOOTER REINFORCED WITH
NO. 4 REBAR @ 12" O.C. VERT. AND HORIZ.
6"
6.75'
6"
18"
18"
CENTERED WITHIN WALL
TOP VIEW
15"
WATER QUALITY OUTLET WINGWALL DETAIL
NOT TO SCALE
1
C703
1:12 max.
X=2' min. Driveway Width Varies
2'-0"
6"
Attached
Sidewalk
Lip
FL
Back of curb
Right of Way line
Detached
Attached
Right of Way Line
Detached
Sidewalk
1:24 (max.)
NOTE:
1. Concrete driveway must be
provided to the property line.
Refer to C������ 25for minimum removal dimensions.
X
Y
W
X
Y
W = Width
1:12 (max.)
Property Line
t
1/4" PER FT.
N.T.S.
SECTION A-A 2"
t
1:12 (max.)
t
X = Curb Transition Length
Y = Parkway Width in Type I Approach
W = Driveway Width (See Drawing 707)
t = Concrete Thickness - minimum 6"
Type I = With Detached Sidewalk
Type II = With Attached Sidewalk
TYPE I TYPE II
1:12 (max.) 1:48
A
A
PERSPECTIVE
X=6'-0"
1:48 SLOPE
1:12 max.
B
B
WALK
Y
t
t
WALK
t 2"
FLOWLINE
JOINT
EXPANSION
BOW
1:12 (max.)
1:24
SECTION B-B
N.T.S.
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 706 DRAWING
STREET STANDARDS
URBAN AREA DATE: 04/01/07
STANDARD DRIVEWAY APPROACH (TYPES I & II)
Ramp if necessary
1:12
max.
BOW
Expansion joint if drive
continues as concrete
WALK
6"
(max.)
1/2"
2"R.
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.��� 09/19/12
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
CONCRETE END SECTIONS
01/31/01 D-15
NBJ
E
{DIA.}
{D}
{A} C B E
E
E
E
F F
PLAN
C B
D A
RISE SPAN
END VIEW
E
F
PLAN
F
M 206 SEE FOR FIGURE ACTUAL 1 OF AASHTO SIZES
SECTION D F-FA RISSEPAN
END VIEW
F
3 IN.
5 IN.
5 IN.
3 IN.
F
2 FT. 5 IN.
3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS,
MILD STEEL, ASTM A 307. ROD LUG SHALL BE COATED
WITH COAL-TAR EPOXY PAINT OR APPROVED EQUAL.
3/4 IN. "CANOPY" APPROVED, TYPE ROD EQUAL LUG, OR
2 FT. 7 IN.
PIPE
DIAMETER
F
18 IN. - 30 IN.
36 IN. - 42 IN.
48 IN. - 60 IN.
72 IN. - 84 IN.
5 IN.
6 IN.
9 IN.
CONCRETE JOINT
FASTENER.
LOCATION OF 1 IN.
DIA. HOLES
END SECTION FOR REINFORCED CONCRETE
CIRCULAR PIPE
END SECTION FOR REINFORCED
CONCRETE ELLIPTICAL PIPE
END SECTION FOR REINFORCED
CONCRETE ARCH PIPE
DIMENSIONS
A B C D E
PIPE
I.D.
IN.
12
15
18
24
30
36
42
48
54
60
72
5 1/2
11 1/2
12
17
18
24
28
27
36
34 1/2
23
26
26
43
53
60
61
70
65
58
75
49
47
48
54
43
37
36
28
35
40
21
72
73
74
97
96
97
97
98
100
98
96
24
29
36
48
60
71
78
84
90
96
108
IN. IN. IN. IN. IN.
SECTION F-F
24
30
36
42
48
54
60
30
38
45
53
60
68
76
19
24
29
34
38
43
48
8 1/2
9 1/2
11 1/8
15 3/4
21
25 1/2
30
39
54
60
60
60
60
60
33
18
24
36
36
36
36
72
72
84
96
96
96
96
48
60
72
78
84
90
96
EQUIVALENT (INCHES)
CIRCULAR
DIAM. (IN.)
NOMINAL (IN.) DIMENSIONS
SPAN RISE A B C D E
24
30
36
48
54
DIAM. (IN.)
CIRCULAR
EQUIVALENT
42
60
72
96
96
96
96
96
(INCHES)
96
8 1/2
9 1/2
11 1/8
25 1/2
A
DIMENSIONS
15 3/4
SPAN RISE
30
21
NOMINAL (IN.)
B C
60
60
60
60
50
60
39
36
36
36
36
46
35
33
78
90
96
84
D
60
72
48
E
29
36
43
50
58
65
72
86
18
22
27
31
36
40
44
54 31 120
72 60 39 99
PLAN
SECTION X-X
GENERAL NOTES:
1. REVISED CDOH M-603-10
2. CONCRETE END SECTIONS ARE TO BE
FURNISHED WITH TOUGE OR GROOVE AS
REQUIRED.
3. INSIDE CONFIGURATION AND JOINT OF CONCRETE
END SECTION AND PIPE SHALL MATCH.
4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN
ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM
OF 15 LINEAR FEET OF THE OUTLET END OF THE
ARE MECHANICALLY LOCKED TOGETHER. END SECTION
LENGHTS, WHEN USED, WILL BE INCLUDED IN THE
15 L.F. REQUIRED.
END VIEW
+
PLAN VIEW
SECTION A-A
SECTION B-B
1. WHEN THE CURB IS SEPERATED FROM THE SIDEWALK
THICK WALL ON EACH SIDE) CONTINUED INTO THE
SIDEWALK AND THE CONCRETE CHANNEL(WITH 6 IN.
THE STEEL PLATE SHALL BE PLACED ON THE
CURB AND GUTTER.
2:1 SLOPE
GENERAL NOTES:
6 IN.
3 IN.
2 7/8 IN.
SEE DETAIL "A"
B
1/2 IN.
F
A
STEEL PLATE (AASHTO M-111)
RAISED 5/8 IN. PATTEREN X 2 FT. 6 NON-IN. X SKID 4 FT. GALV. 0 IN.
A
6 IN.
W/ 3/8 COUNTERSUNK IN. BRASS SCREW-HEAD 18 FLUSH IN. O.C.
ANCHOR-18 IN. O.C.
NO. 3 REBAR 1 IN.
6 IN.
3x2x3/8 IN.
GALVANIZED
ANGLE
3 FT. 0 IN.
5/8 IN.
GALVANIZED
PLATE
1/4 IN.
2 FT. 0 IN.
3 IN.
W/ PLATE
3 IN.
2:1 SLOPE
5 3/4 IN.
4 IN.
SLOPE PLATE TO MATCH
x x x
FLOWLINE (AS SHOWN ON PLANS)
4 FT. 0 IN.
x
SIDEWALK
B
6 IN. FRONT EDGE
PLACE FIRST SCREW
MIN. SECTION
10 FT. 0 IN.
x
x
x
x x
x
x
x x
x
x
x x
x x
OF PLATE
DETAIL "A"
1/2 IN.
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NBJ
12/18/00 D-11
METAL CULVERT FOR DRIVE-OVER CURB, GUTTER AND SIDEWALK
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.
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
3"
5"
4-1/2"
SUPPORT BEAM POCKET DETAIL
AND ASTM C858-83.
2. DESIGNED ACCORDING TO ASTM C857-87
1. DESIGNED FOR AASHTO HS-20 LOADING.
NOTES:
IF RISER IS REQUIRED THE
BASE IS POURED WITH A
"SHIP-LAP" JOINT.
2'-0" 6'-1"
GRATING (SEE DETAIL,
THIS DRAWING)
GRATING DETAIL
3.
2.
WEIGHT: 1100 LBS
1.
NOTES:
%ISOMETRIC VIEW
PLAN VIEW
N.T.S.
7'-1" 6"
6"
6" 2'
N.T.S.
6"
5'-8" MAX
3'-0" MIN
M.A. STEPS @12" O.C.
4 TON P52 SL ANCHORS
(NUMBER REQ'D VARIES
WITH HEIGHT)
5'-8" MAX
3'-0" MIN
6"
N.T.S.
SECTION B-B
6'-6" 1"
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
3) STEEL REINFORCEMENT:
4) CEMENT: ASTM C-150 SPECIFICATIONS
1) 4 TON P-52 SL ANCHORS (8 REQ'D)
A. AASHTO HS-20-44, W/ IMPACT
C. EQUIVALENT FLUID PRESSURE = 45 PCF
D. 80 PSF LATERAL LIVE LOAD SURCHARGE
B. SOIL WEIGHT = 120 PSF
2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE
DESIGN NOTES:
4500 PSI (MIN.)
1) DESIGN LOADINGS:
LIFTING NOTES:
FRAME & GRATING NOT SHOWN
4 TON P-52 SL
ANCHORS FOR SETTING
A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR.
B. MESH, ASTM A-497 GRADE 80
I:\StmWtr\Criteria Manual\D44.dwg 4/7/11
DATE DRAWN: 3/3/05
D44.dwg
DRAWN BY: T. COX
DOUBLE CURB INLET
CITY OF FORT COLLINS UTILITIES
P.O. BOX 580, FORT COLLINS, CO. 80522
(970) 221-6700
STORMWATER UTILITY
CAD FILE NAME:
N.T.S.
N.T.S.
N.T.S.
CURB ADJUSTS 4" 2'-7" 6'-8"
3 1/4" TO 9" 6"
DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83
DESIGNED FOR AASHTO HS-20 LOADING
EAST JORDON IRON WORKS CURB INLET 7031 (OR EQUAL) TYPE M2
GRATE AND T1 BACK COMBINATION.
3'
GRATING (SEE DETAIL,
THIS DRAWING)
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
A A
SECTION A-A
B
B
A A
DIRECTION SECTION IS VIEWED)
SECTION LINE A-A (ARROWS POINT IN
LEGEND
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
6" THICK
CONCRETE
WALL
OPEN AREA: 520 SQ. IN.
DETAIL
D-44
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.��� 09/19/12
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U
S
A
1 1/8"
7/16"
3 1/2"
7 5/16"
5/2" 8"
A
S
U
I
E
J
W
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LID PLAN VIEW
LID SECTION VIEW
VALVE BOX SECTION VIEW
9"
6 1/8"
10"
7 9/16"
2 1/16"
CLOSED PICKHOLE
(TYPICAL OPPOSITE
SIDE)
1/2" RAISED LETTERING
(RECESSED FLUSH)
REFERENCE SPECIFICATIONS 02622-2
THROUGH 02622-4 FOR LOCATOR
FOR CP TEST STATION INFORMATION.
REFERENCE SPECIFICATIONS 16640-5
STATION BOX INFORMATION.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
CP TEST AND LOCATOR STATION BOX
25
4/11/11
W
J
E
I
������
������
VALVE (TYPICAL)
HYDRANT SECONDARY
FIRE HYDRANT
(TYPICAL)
LOCATOR
STATION
PVC MAIN
TRACER WIRE
NOTES:
1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO
PREVENT MOVEMENT OF WIRE.
TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN
FOR LOCATOR STATION DETAILS SEE DETAIL 25
2.
3.
4.
800' MAXIMUM DISTANCE BETWEEN LOCATOR STATIONS
TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER.
SEE NOTE 4
(TYPICAL)
INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES)
WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE
USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
PVC WATER MAIN
TRACER WIRE DETAIL
30
4/11/11
SERVICE LINE BY-PASS
30"
54" (MIN.)
8"
8"
10"
6" (MAX.)
12 INCHES MANHOLE O.RUNGS C.
AND RING WITH LID LOCK
ALUMINUM MANHOLE COVER
MORTAR OR
MASTIC PRE-CAST GRADE CONCRETE RINGS (IF
PLASTIC GASKETS
PRE-FORMED LIFTING HOOK
REQUIRED)
3/4" TO 1-1/2"
GRAVEL
PRECAST OR CAST
IN PLACE CONCRETE
FOOTING (TYP.)
(TYP.) 66" (MAX.)
12"
(TYP.)
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (END VIEW) 17C
4/11/11
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
BEND WITH
CURVED DEFLECTOR STRAIGHT DEFLECTOR
BEND WITH
INLINE UPSTREAM MAIN &
90 LATERAL WITH DEFLECTOR
WITH DEFLECTOR
DIRECTLY OPPOSED LATERAL
(HEAD LOSSES ARE STILL EXCESSIVE
WITH THIS METHOD, BUT ARE
SIGNIFICANTLY MORE THAN WHEN
NO DEFLECTOR EXISTS)
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NJB
11/9/00 D-5
CHANNELING DETAILS FOR MANHOLES
o
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
SHALLOW MANHOLE WITH FLAT TOP
11/8/00 D-4
NBJ
PIPE SIZE MIN. MANHOLE
DIAMETER
24 IN. OR LESS
27 IN. TO 42 IN. (INCL.)
OVER 42 IN. 72 IN.
60 IN.
48 IN.
NOTE: MINIMUM INSIDE DIAMETER OF
MANHOLE SHALL BE AS FOLLOWS:
ALTERNATE BASE
POURED INVERT
RECAST MANHOLE
BASE
8 IN. MIN.
6 IN.
2 IN. MIN.
SLOPE
1 IN./FT.
BRICK &/OR CONCRETE
ADJUSTMENT SHIM
GROUTED INSIDE AND OUT
FLAT SLAB TOP SECTION
IN LIEU OF CONICAL TOP
ASTM C-478
MANHOLE SECTIONS
GROUT BASE TO CONE
INSIDE AND OUT
POURED CONCRETE
BASE
SEE NOTE
MANHOLE RUNGS
12 IN. O.C.
FINISHED GRADE
24 IN. RING AND COVER - 400 LB.
DENVER HEAVY BY MACLEAR
OR APPROVED EQUAL
8 IN.
1 FT.
5 FT. MAX.
16 IN. MAX
SLOPE
1 IN./FT.
18 IN. MAX
2 IN.
8 IN. MIN.
28 IN. MAX
ASTM C-478
AS NEEDED
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
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/19/12
PROJECT:
683-001
Sheet
Of 15 Sheets
LEGACY SENIOR RESIDENCES T���� �������� ���
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NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.��� 09/19/12
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
12 IN. MIN.
PIPE O.D.
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
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
PIPE
SIZE BENDS TEE OR
DEAD
END
22 1/2 45 90
6"
8"
12"
1.0
1.5
3.0
1.5
2.5
4.5
2.5
4.5
9.0
4.5
8.0
16.5
3.5
5.5
12.0
MINIMUM BEARING SURFACE AREA
(SQ. FT.)
Bearing surface areas shown in chart are minimum.
All fittings to be wrapped with polyethylene.
Pipe installed under conditions different from those
normally encountered shall require thrust blocks
designed for those particular conditions.
Thrust blocks on pipe larger than 16 inches diameter
shall be designed for conditions existing at the
installation site.
Refer to Section 03300 for concrete requirements.
1.
2.
3.
4.
5.
GENERAL NOTES:
UNDISTURBED
SOIL
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BOND BREAKER
POLYETHYLENE BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BEARING
SURFACE
SOIL
UNDISTURBED
BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
BEDDING
MATERIAL
2/3 DIA.
TEE
TYPICAL BEND
TYPICAL CROSS-SECTION
DEAD END
BEARING SURFACES ARE A MINIMUM REQUIREMENT
AND DO NOT RELIEVE DESIGN ENGINEER OF
RESPONSIBILITY TO DESIGN EACH THRUST BLOCK.
16" 4.8 9.6 18.9 34.7 24.5
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD CONCRETE
THRUST BLOCKS
2
4/8/11
FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN
WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT.
NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING
GATE VALVE
RESILIENT SEAT
POLYETHYLENE
8 MIL SHEET OF
MUST REMAIN CLEAR OF
24 INCH MIN.
CONCRETE BLOCK
(REF. SECTION 02644)
THRUST BLOCK
12 IN.
POLYETHYLENE.
JOINTS
RESTRAINED
(REF. SECTION 02644)
HYDRANT GRAVEL
6 INCH DIA. PIPE
OBSTRUCTIONS
NOTES
18 IN.
0.1 FT.-0.2 FT.
FLOW-FILL
12 IN.
OR BACK OF CURB
EDGE OF SIDEWALK
HYDRANT DRAIN OPENINGS
MINIMUM
30 INCHES
66 INCHES
54 INCHES
MAXIMUM
MINIMUM
LOCATOR STATION
(SEE DETAIL 25)
WATROUS PACER 250
NUMBER A-423 OR
MUELLER HYDRANT
22 IN.
18 IN. to
THRUST BLOCK
SWIVEL TEE
SECTION 02641)
MAIN ONLY)
(PVC WATER
TRACER WIRE
(REFERENCE
VALVE BOX
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
FIRE HYDRANT INSTALLATION
3
4/8/11
GENERAL NOTES:
1/4" HOLE
IN HANDLE
1 1/2" BALL VALVE
1 1/2" CAP
PLAN VIEW
6. METER INSTALLATION DESIGN FOR 6 IN. AND LARGER METERS SHALL BE DETERMINED BY THE UTILITY.
5. FOR IRRIGATION ONLY SERVICES, NO BYPASS ALLOWED.
4.
3.
GATE VALVES MUST OPEN RIGHT AND BE EPOXY COATED, RESILIENT SEAT WITH A HAND WHEEL ASSIST.
ALL PIPING WITHIN VAULT SHALL BE D.I.P. WITH FLANGED FITTINGS, EXCEPT FOR THE SOLID SLEEVES.
2. ALL JOINTS OUTSIDE OF VAULT SHALL BE RESTRAINED MECHANICAL JOINTS. (REFERENCE SECTION 02615)
1.
THE BUILDING IMMEDIATELY FOLLOWING THE MAIN SHUT OFF VALVE.
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE
7. LOCATION AND ALIGNMENT OF AMR POD(S) ON VAULT TOP CAN VARY.
TEST-TEE SIDE VIEW
SEE DETAIL
TEST-TEE
BELOW LID)
24" DIA.
FOR H-20 BRIDGE LOADING
PRECAST CONCRETE VAULT DESIGNED
STRAINER
7'-0"
1'-6" 2'-6"
METER (PLACED
FLOW
SLEEVE
SOLID
VALVE
VALVE GATE
GATE
SLEEVE
SOLID
8'-6"
AMR POD(S) (FORD YOKE BOX
PART #YUC-7 WITH FORD
YOKE BOX LID PART #YL-TP
WITH 1 27/32" DIA. HOLE
AND REMOVABLE PLUG)
ANCHOR RODS
PROTECTIVE COATING
(TYP.) WITH
GATE
VALVE
FLOW
FLOW FLOW
ACCESS
OPENING
LADDER RUNG
VAULT ACCESS
PRECAST CONCRETE OR FOOTING CAST IN PLACE
18" DIA.
PERFORATED
PIPE SUMP
8. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (PLAN VIEW) 17A
4/11/11
1. DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK DRAINAGE DITCH OR DETENTION BASIN.
2. NO LANDSCAPING (SHRUBS, BOULDERS, ECT.) OR STRUCTURES TO BE WITHIN 4 FT. OR TREES WITHIN 10 FT.
OF METER VAULT.
3. SLOPE GROUND SURROUNDING METER VAULT AWAY FROM LID AT 2% GRADE OR GREATER.
4. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ECT.) IN METER VAULT.
5. GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER VAULT COVER
TO 1/2 IN. ABOVE FINAL GRADE.
6. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING,
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
GENERAL NOTES:
ADJUSTABLE PIPE SUPPORT
UNDER VALVES AND METER
3/4" TO 1-1/2"
GRAVEL
ASPHALTIC
GROUT
SOLID PAVING
BRICK (TYPICAL)
PRE-FORMED
PLASTIC GASKETS
PIPE ENCASED
WITH MASTIC
GATE
VALVE STRAINER
SOLID
SLEEVE
GATE
VALVE
MANHOLE RUNGS
12 INCHES O.C.
FINISHED GRADE 2% SLOPE
INSTALL LID 1/2"
ABOVE FINAL GRADE
ALUMINUM MANHOLE COVER
AND RING WITH LID LOCK
MORTAR OR
LIFTING HOOK MASTIC
FLOW
BLOCK-OUT TO
BE GROUTED
54" (MIN.)
6" (MAX.)
7" (MIN.)
16" (MAX.)
GRADE PRE-RINGS CAST CONCRETE (IF REQUIRED)
10"
30"
8"
8"
(TYPICAL) ANCHOR RODS
(TYP.) WITH
PROTECTIVE
1" (MAX.)
CONDUIT THROUGH
INTO YOKEBOX
VAULT OR PIT TOP
1/2" EMT OR PVC
3" (MAX.)
AND REMOVABLE PLUG)
YOKE WITH PART BOX #1 YUC-27/LID 32" 7 PART WITH DIA. HOLE FORD #YL-TP
AMR POD (FORD YOKE BOX
FINISHED GRADE
BE 1/2" ABOVE
TOP OF AMR LID TO
2'
3/4" ROCK FOR
GRADE ADJUSTMENT
(MAX.)
(IF REQ'D)
(TYP.)
(TYP.) 66" (MAX.)
12"
(TYP.)
PRECAST OR CAST
IN PLACE CONCRETE
FOOTING (TYP.)
PIPE 18" SUMP DIA. PERFORATED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (SIDE VIEW) 17B
4/11/11
COATING
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
IP
SF SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
WP
CWA
2B
0.31
3
0.64
4
0.54
7
0.03
OS2
1.31
OS1
0.12
5
0.04
1
0.28
1
2B
3
5
4
6
OS1
OS2
VTC
WP
IP
IP
WP
WP
WP
WP
2A
0.15
2A
RP
RP
RP
RP
7
6
0.02
ST
LOT 1
BLOCK 1
TRACT A
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/19/12
PROJECT:
683-001
Sheet
Of 15 Sheets
LEGACY SENIOR RESIDENCES T���� �������� ���
����������� �� �������
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E���������� S�������, I��.
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.��� 09/19/12
C600
CONTROL PLAN
DRAINAGE AND EROSION K. Brazelton
K. Brazelton
1"=20'
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
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
LEGEND:
NOTES:
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
1.REFER TO THE "FINAL DRAINAGE REPORT FOR LEGACY SENIOR HOUSING' BY NORTHERN
ENGINEERING, DATED AUGUST 29, 2012 FOR ADDITIONAL INFORMATION.
2.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED
FOR PROTECTION FROM THE 100-YEAR STORM.
3.SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL
HABITAT BUFFER ZONE.
{4.A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR THE POND OUTLET PIPE RIPRAP
RUNDOWN. NOTE THAT ANY CONSTRUCTION WITHIN THE FEMA 0.5-FOOT FLOODWAY (I.E.
IMPROVEMENTS TO THE EXISTING RUNDOWN) WILL REQUIRE A CITY NO-RISE
CERTIFICATION. CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS FLOODPLAIN
ADMINISTRATOR PRIOR TO CONSTRUCTION TO OBTAIN ALL REQUIREMENTS FOR
DEMOLITION AND/OR CONSTRUCTION WITHIN THE FEMA 0.5-FOOT FLOODWAY, INCLUDING
THE REQUIRED PRE-CONSTRUCTION SURVEY. ONCE CONSTRUCTION WITHIN THE
FLOODWAY IS COMPLETE A POST-CONSTRUCTION SURVEY SHALL BE COMPLETED TO
ENSURE THAT THE ELEVATIONS WITHIN THE FLOODWAY HAVE NOT INCREASED BY MORE
THAN 0.00-FEET.
5.THE FOLLOWING FLOODWAY REGULATIONS MUST BE MET:
-NO FILL IS ALLOWED IN THE FLOODWAY UNLESS A HYDRAULIC ANALYSIS SHOWS "NO
RISE".
-LANDSCAPING MEETS REQUIREMENTS FOR NO ENCROACHMENT IN THE FLOODWAY
WITHOUT A HYDRAULIC ANALYSIS TO SHOW "NO RISE".
-NO STORAGE OF MATERIALS OR EQUIPMENT IN THE FLOODWAY.
-NO RISE CERTIFICATION REQUIRED BOTH FOR PRE-CONSTRUCTION AND
POST-CONSTRUCTION FOR THE POND OUTLET PIPE RIPRAP RUNDOWN.}
WATER QUALITY POND SUMMARY
WQ VOLUME REQ'D (ac-ft) WQ VOLUME PROVIDED (ac-ft) POND INVERT WQ WATER SURFACE POND SPILL ELEV.
0.06 0.06 4956.11 4958.55 4959.80
PROPOSED STORM SEWER
PROPOSED STORM DRAINAGE INLET
PROPOSED CONTOURS
80
79
EXISTING STORM SEWER
PROPERTY BOUNDARY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
EXISTING TREES
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
B2
1.45 ac
EXISTING RIGHT-OF-WAY
EXISTING FLOODWAY
WATTLE PROTECTION WP
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD
VTC
SILT FENCE SF
CONCRETE WASHOUT AREA - FINAL LOCATION TO BE DETERMINED BY CONTRACTOR
CWA
SF
RIPRAP PAD
RP
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(�����)
C10 C100
10-��
T�
(���)
100-�
�
T�
(���)
Q10
(���)
Q100
(���)
1 1 0.28 0.52 0.65 6.4 6.0 0.7 1.7
2� 2� 0.15 0.95 1.00 5.0 5.0 0.7 1.5
2� 2� 0.31 0.95 1.00 5.0 5.0 1.4 3.1
3 3 0.64 0.76 0.95 13.7 12.8 1.6 4.3
4 4 0.54 0.88 1.00 5.0 5.0 2.3 5.4
5 5 0.04 0.68 0.85 5.0 5.0 0.1 0.3
6 6 0.02 0.25 0.31 5.0 5.0 0.0 0.0
7 7 0.03 0.71 0.89 5.0 5.0 0.1 0.2
3
O������ ��
P���
(B���� 1-5) 1.64 0.86 1.00 13.7 12.8 4.7 11.6
OS1 OS1 0.12 0.40 0.50 11.9 10.4 0.2 0.5
OS2 OS2 1.31 0.54 0.67 16.1 15.1 2.2 5.7
SEDIMENT TRAP ST
4965
4970
4975
10+00 11+00 12+00 13+00 14+00 15+00 15+50
STA.=12+57.93
CL EXISTING DRIVE
(TO BE RECONSTRUCTED)
STA.=11+92.00
CL PROPOSED DRIVE
STA.=10+74.00
CL 2-FOOT WIDE
CURB CUT
20'EOC-TBC
EXISTING
20' ROW
1.0%-3.5%
PROP.
EXISTING
RESIDENTIAL
PROPERTIES
PROPOSED
LEGACY SENIOR
RESIDENCES
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/19/12
PROJECT:
683-001
Sheet
Of 15 Sheets
LEGACY SENIOR RESIDENCES T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.��� 09/19/12
LEFT FLOWLINE
POUDRE STREET
SCALE : 1" = 30' (H) 1" = 5' (V)
RIGHT ROW LINE
POUDRE STEET
SCALE : 1" = 30' (H) 1" = 5' (V)
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
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
LEGEND:
NOTES:
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
{
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 PARKING AREAS AND DRIVE AISLES WITHIN THE PROJECT PROPERTY SHALL CONSIST
OF ASPHALT PAVEMENT UNLESS OTHERWISE SPECIFIED. ALL PAVING AREAS NOT DESIGNATED
AS "HEAVY DUTY PAVEMENT SECTION" SHALL CONSIST OF LIGHT DUTY PAVEMENT. SEE THE
GEOTECHNICAL REPORT AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION. ALSO
REFER TO GENERAL NOTE 24 ON SHEET C001 FOR ADDITIONAL PAVEMENT SECTION
REQUIREMENTS REGARDING POUDRE STREET.
{3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN
VEHICLE OR BICYCLE WHEEL PATHS.
}
4.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE
UNLESS OTHERWISE NOTED.
5.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS {PRIOR} TO BEGINNING ANY CONSTRUCTION
ACTIVITIES.
6.THE RELOCATED FENCE AS SHOWN ON THE PROPERTY OWNED BY JESSE GODINEZ SHALL
BE WOOD AND CONSTRUCTED USING NEW MATERIALS THAT ARE TO BE COORDINATED WITH
THE PROPERTY OWNER PRIOR TO BEGINNING CONSTRUCTION.
7.THE PROPOSED WALL AS SHOWN ON THE PROPERTY OWNED BY JESSE GODINEZ SHALL BE
CONSTRUCTED USING MATERIALS SALVAGED FROM WALL REMOVAL AS SHOWN ON SHEET
C100.
8.THE RELOCATED FENCE AS SHOWN ON THE PROPERTY OWNED BY JILL MARIE SANNERS
SHALL BE CONSTRUCTED USING MATERIALS SALVAGED FROM THE EXISTING FENCE AS SHOWN
ON SHEET C100.
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED CONCRETE
PROPOSED DRIVEOVER CURB & GUTTER SECTION
PROPOSED SWALE
PROPERTY BOUNDARY
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING CURB & GUTTER
EXISTING TREES
EXISTING CONCRETE
EXISTING RIGHT-OF-WAY
C500
PLAN AND PROFILES
POUDRE STREET K. Brazelton
K. Brazelton
1"=30'
POUDRE STREET
PROPOSED SECTION NTS
PROPOSED HEAVY DUTY PAVEMENT SECTION (SEE NOTE 2)
STORM LINE B
SEE THIS SHEET
FFE=65.25
CACHE LA POUDRE RIVER
4945
4950
4955
4960
4965
4970
4975
4945
4950
4955
4960
4965
4970
4975
12+25 12+00 11+00 10+00 9+75
PROPOSED 8-INCH WATER
STA.=10+48.17
T.O.P.= 4955.4±
18" MIN.
ELEC VAULT
V.P.
H
Y
D
CONTROL CONTROL IRR CONTROL IRR
IRR
CONTROL IRR CONTROL IRR
CONTROL CONTROL IRR CONTROL IRR
IRR
C
S
W
WV WV
WV
h2o
CABLE VAULT
T T
C
T
T
T
T
S
CONTROL IRR
G
E
E
E
E
E E E
S
E
E E
E
6" F
8" W
8" W
8" W
8" W 8" W
8" W
W
F
G
G
TV
TV
T/TV
T/TV
T/TV
T
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
X
X
X
X
X
FES B
STA 10+00.00
N: 132526.90
E: 196098.53
INLET B1
STA 10+32.11
N: 132515.12
E: 196068.43
MH B2
STA 10+60.88
N: 132499.22
E: 196044.64
INLET B3
STA 11+79.02
N: 132521.77
E: 195928.67
75.84°
LINDEN STREET
(100' ROW)
POUDRE STREET (20' ROW)
PROPOSED
BUILDING
TAGNUMBER
TAGNUMBER
TAGNUMBER
TAGNUMBER
STORM LINE A
SEE THIS SHEET
FFE=65.25
LOT 1
BLOCK 1
TRACT A
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/19/12
PROJECT:
683-001
Sheet
Of 15 Sheets
LEGACY SENIOR RESIDENCES T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.��� 09/19/12
C401
STORM SEWER PLAN & PROFILES
K. Brazelton
K. Brazelton
1"=30'
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
����� ��������
����� �� ����
B1 DOUBLE COMBINATION INLET (SEE DETAILS)
B3 18" NYLOPLAST DRAIN BASIN (OR APPROVED
EQUAL) W/ 75.84° DEFLECTION
LEGEND:
NOTES:
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT
LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO
ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT STRUCTURES.
DESIGN LENGTH OF THE PIPE INCLUDES THE LAYING LENGTH OF FLARED END
SECTIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED
GRADE IN PAVED AREAS.
4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL STORM SEWER, SANITARY & WATER (MAINS & SERVICES).
5.STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS HIGH DENSITY
POLYETHYLENE (HDPE) SHALL BE WATERTIGHT ADS N-12 OR APPROVED EQUAL.
STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE
PIPE (RCP) SHALL BE CLASS III RCP.
6.THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET
OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE
ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING
SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
7.REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING THE
CONNECTIONS FROM THE DOWNSPOUT TO UNDERGROUND ROOF DRAIN PIPING.
8.ALL SITE STORM SEWER AS SHOWN ON THESE DRAWINGS IS PRIVATE.
9.REFER TO THE "STORM SEWER RUNDOWN EVALUATION" PREPARED BY
FLYWATER CONSULTING INC., AND DATED SEPTEMBER 11, 2012, FOR MORE
INFORMATION REGARDING THE EXISTING RIPRAP RUNDOWN TO THE CACHE LA
POUDRE RIVER AND ANY REQUIRED RUNDOWN IMPROVEMENTS.
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
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
NORTH
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
STORM DRAIN A
NORTH
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
STORM DRAIN B
E
CTV
EXISTING STORM SEWER
EXISTING CABLE TELEVISION
EXISTING ELECTRIC
EXISTING IRRIGATION BOX
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER SS
EXISTING WATER W
X
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
VAULT
ELEC
�
�
�
CONTROL
IRR
EXISTING TELEPHONE T
EXISTING GAS G
APPROXIMATE LIMITS OF CONSTRUCTION
PROPOSED CURB & GUTTER
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED UNDERGROUND ELECTRIC E
PROPOSED TELEPHONE AND TELEVISION T/TV
PROPOSED GAS LINE G
PROPOSED EASEMENT
PROPOSED SITE LIGHTING
PROPOSED SWALE
PROPOSED SANITARY SEWER SS
PROPOSED DOMESTIC SERVICE 3" W
PROPOSED 8" WATER MAIN 8" W
PROPOSED WATER APPURTENCES
EXISTING RIGHT-OF-WAY
EXISTING FLOODWAY
ROOF DRAIN KEY:
1 5
3
2
CONNECT TO ROOF DRAIN
TO INLET B3
(SEE PROFILE FOR INVERTS)
6" HDPE ROOF DRAIN
(SEE NOTES 6-7)
4 10"x10" TEE
N:132570.69
E:195954.51
INV. 4959.84
(PROVIDE REDUCERS ON BOTH
LATERAL BRANCHES OF TEE)
UTILITY CROSSING
STORM INV. 4959.67
WATER T.O.P. 4957.9%%P
6
8"x6" TEE
(SEE NOTE 6)
8
9
10
COORDINATE ROOF DRAIN CROSSING W/ WATER AND FIRE SERVICES CONSTRUCTION (LOWER WATER SERVICES AS REQUIRED)
11
12
6"x6" TEE
(SEE NOTE 6)
13
14
10" FES
N:132564.46
E:196074.12
INV. 4957.92
16
10"x6" TEE
(SEE NOTE 6)
15
17
18
19
20 12" FLARED END SECTION
21 ENCASE PROPOSED STORM SEWER PIPE JOINTS FOR 10-FEET ON EITHER SIDE OF CROSSING WITH WATER MAIN USING EZ-WRAP JOINT WRAP (OR APPROVED EQUAL)
RD
RD
PROPOSED 20'
DRAINAGE EASEMENT
PROPOSED 20' DRAINAGE
AND LANDSCAPE EASEMENT
PER SEPARATE DOC.
STORM LINE B
SEE STORM P&Ps
STORM LINE A
SEE STORM P&Ps
GRADE BREAK
POUDRE STREET
(20' ROW)
LINDEN STREET
(100' ROW)
PINE STREET
(100' ROW)
ROOF DRAIN
SEE STORM P&Ps
ROOF DRAIN
SEE STORM P&Ps
GRADE
BREAK
GRADE
BREAK
LOT 2
NORTHSIDE AZTLAN
COMMUNITY CENTER
GRADE
BREAK
EXISTING 100' LINDEN
STREET RIGHT-OF-WAY
SEE GRADING
DETAIL 'A'
SEE GRADING DETAIL 'B'
CULVERT
SEE STORM P&Ps
POUDRE STREET
SEE STREET P&Ps
GRADE
BREAK
FFE=65.25
CACHE LA POUDRE RIVER
PROPOSED 20' UTILITY
& DRAINAGE EASEMENT
50' UTILITY &
ACCESS EASEMENT
LOT 1
BLOCK 1
TRACT A
X
X
X
X X
X
6.14'
X
X
X
X X
X
X
5.25'
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/19/12
PROJECT:
683-001
Sheet
Of 15 Sheets
LEGACY SENIOR RESIDENCES T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.��� 09/19/12
C400
GRADING PLAN
K. Brazelton
K. Brazelton
1"=20'
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
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
LEGEND:
NOTES:
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
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT
GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY
MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON
THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL
ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS
NOTED OTHERWISE.
3.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED
LANDSCAPE PLANS.
4.ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS
SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME
ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE.
5.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
{6.REFER TO THE "STORM SEWER RUNDOWN EVALUATION" PREPARED
BY FLYWATER CONSULTING INC., AND DATED JULY 11, 2012, FOR MORE
INFORMATION REGARDING THE EXISTING RIPRAP RUNDOWN TO THE
CACHE LA POUDRE RIVER AND ANY REQUIRED RUNDOWN
IMPROVEMENTS.}
7.A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR THE POND
OUTLET PIPE RIPRAP RUNDOWN. NOTE THAT {ANY} CONSTRUCTION
WITHIN THE FEMA 0.5-FOOT FLOODWAY (I.E. IMPROVEMENTS TO THE
EXISTING RUNDOWN) WILL REQUIRE A CITY NO-RISE CERTIFICATION.
CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS FLOODPLAIN
ADMINISTRATOR PRIOR TO CONSTRUCTION TO OBTAIN ALL
REQUIREMENTS FOR DEMOLITION AND/OR CONSTRUCTION WITHIN THE
FEMA 0.5-FOOT FLOODWAY, INCLUDING THE REQUIRED
PRE-CONSTRUCTION SURVEY. ONCE CONSTRUCTION WITHIN THE
FLOODWAY IS COMPLETE A POST-CONSTRUCTION SURVEY SHALL BE
COMPLETED TO ENSURE THAT THE ELEVATIONS WITHIN THE FLOODWAY
HAVE NOT INCREASED BY MORE THAN 0.00-FEET.
8.THE FOLLOWING FLOODWAY REGULATIONS MUST BE MET:
-NO FILL IS ALLOWED IN THE FLOODWAY UNLESS A HYDRAULIC
ANALYSIS SHOWS "NO RISE".
-LANDSCAPING MEETS REQUIREMENTS FOR NO ENCROACHMENT IN THE
FLOODWAY WITHOUT A HYDRAULIC ANALYSIS TO SHOW "NO RISE".
-NO STORAGE OF MATERIALS OR EQUIPMENT IN THE FLOODWAY.
-NO RISE CERTIFICATION REQUIRED BOTH FOR PRE-CONSTRUCTION
AND POST-CONSTRUCTION FOR THE POND OUTLET PIPE RIPRAP
RUNDOWN.
9.EXISTING SIDEWALKS, LANDSCAPING, RIPRAP OR OTHER EXISTING
FEATURES DAMAGED OR REMOVED DURING THE CONSTRUCTION OF THE
STORM SEWER OUTFALL SHALL BE REPLACED OR RESTORED IN LIKE
KIND TO THAT MEETING OR EXCEEDING EXISTING CONDITIONS.
{10.SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES
PROPOSED STORM SEWER
PROPOSED STORM DRAINAGE INLET
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONTOURS
80
TBOC - TOP BACK OF CURB
EOP - EDGE OF PAVEMENT
TOP - TOP OF STAIR
BTM - BOTTOM OF STAIR
GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR
79
TOW - TOP OF WALL
EXISTING STORM SEWER
PROPERTY BOUNDARY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING TREES
EXISTING RIGHT-OF-WAY
EXISTING FLOODWAY
GRADING DETAIL A
{SCALE: 1"=10'}
GRADING DETAIL B
{SCALE: 1"=10'}
T
S
LINDEN STREET
(100' ROW)
CONTROL IRR
MW
G
MW
LOT 2
NORTHSIDE AZTLAN
COMMUNITY CENTER
LOT 3
NORTHSIDE AZTLAN
COMMUNITY CENTER
LOT 8
LOT 6
LOT 4
LOT 2
LOT 16 LOT 14
X
X
X
X
X
X
X
X
X
X
EXISTING 100' LINDEN
STREET RIGHT-OF-WAY
EXISTING 20'
RIGHT-OF-WAY
PROPOSED
BUILDING
E
E
E
E E E E
E
E
E E
S
E
E
E E E
E
6" F 6" F
8" W
8" W 8" W
8" W
8" W
8" W
8" W 8" W
8" W 8" W
W
F
G G
G
TV
TV
T/TV T/TV
T/TV
T/TV T/TV
T/TV
T
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
PROPOSED 20'
UTILITY EASEMENT
PROPOSED 20'
DRAINAGE EASEMENT
PROPOSED 20' DRAINAGE
AND LANDSCAPE EASEMENT
PER SEPARATE DOC.
LOT 2
NORTHSIDE AZTLAN
COMMUNITY CENTER
STORM LINE B
SEE STORM P&Ps
STORM LINE A
SEE STORM P&Ps
ROOF DRAIN
SEE STORM P&Ps
ROOF DRAIN
SEE STORM P&Ps
CULVERT
SEE STORM P&Ps
PROPOSED 8'
UTILITY EASEMENT
PROPOSED 8'
UTILITY EASEMENT
EXISTING 10'
UTILITY EASEMENT
TAGNUMBER
PROPOSED 20'
UTILITY
& DRAINAGE
EASEMENT
PROPOSED 20' UTILITY
& DRAINAGE EASEMENT
50' UTILITY &
ACCESS EASEMENT
LOT 1
BLOCK 1
TRACT A
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/19/12
PROJECT:
683-001
Sheet
Of 15 Sheets
LEGACY SENIOR RESIDENCES T���� �������� ���
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NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.��� 09/19/12
C300
UTILITY PLAN
K. Brazelton
K. Brazelton
1"=20'
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
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
NOTES:
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
{1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE
ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES
OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE
TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF
BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND
VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE
COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.
3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER
LINE ROUTING FOR SITE LIGHTING.
4.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL
WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER
SHALL BE 5.5'.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER & WATER MAINS & SERVICES.
7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
8.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
9.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. THE 3-INCH WATER
SERVICE SHALL BE DUCTILE IRON PIPE.
10.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE
SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS
OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY.
11.PHONE, INTERNET AND TELEVISION SERVICE TO BE PROVIDED BY EITHER
CENTURYLINK OR XFINITY AT THE OWNER'S DISCRETION. CONDUITS FOR BOTH
UTILITY COMPANIES SHALL BE PROVIDED. THE PROVIDER SHALL MAKE THE
CONNECTION TO THE LOCAL NETWORK AND PULL ALL CABLE WITHIN THE CONDUIT.
FOR CENTURYLINK SERVICE THE DEVELOPER SHALL BE RESPONSIBLE FOR
INSTALLING ONE (1) 4-INCH SCHEDULE 40 PVC CONDUIT FROM THE AT-GRADE VAULT
INSTALLED BY CENTURYLINK AT THE PROPERTY LINE TO THE BUILDING. FOR XFINITY
SERVICE THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING ONE (1) 4-INCH
SCHEDULE 40 CONDUIT FROM THE CONNECTION POINT ON THE SOUTH SIDE OF
POUDRE STREET TO AN AT GRADE VAULT LOCATED AT THE BUILDING AS SHOWN ON
THIS PLAN. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING THE AT-GRADE
VAULT AT THE BUILDING FOR XFINITY SERVICE.
12.ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE AND INTERNET
SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF
EACH UTILITY COMPANY.
13.ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY
SHALL INSTALL THE TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT
AT THE EXISTING MAIN TO THE TRANSFORMER. THE COST OF THE PRIMARY LINE,
TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE
TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
14.ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL
LOCATION AND SIZE OF TRANSFORMER WITH APPROVED ARCHITECTURAL PLANS.
15.GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS
SERVICE AND THE METER. THE COST OF ALL THE SERVICE INSTALLATION SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER.
16.CONTRACTOR SHALL CONTACT CENTURYLINK TO COORDINATE THE
REPLACEMENT OR RESETTING OF THE EXISTING TELEPHONE PEDESTAL AS SHOWN ON
THIS PLAN.
17.REGARDING THE WATER MAIN CONSTRUCTION WITHIN THE LIMITS OF LINDEN
STREET RIGHT-OF-WAY THE CONTRACTOR SHALL NOTE THE FOLLOWING:
{·}WATER MAIN CONSTRUCTION LIMITS ARE APPROXIMATE AND SHALL BE
COORDINATED WITH THE CITY OF FORT COLLINS INSPECTOR IN THE FIELD.
{·}CONTRACTOR TO REMOVE ALL SIDEWALK AND CURB AND GUTTER TO THE
NEAREST JOINT. ASPHALT PAVEMENT SHALL BE SAWCUT TO PROVIDE STRAIGHT,
CLEAN EDGES FOR ASPHALT PATCHING.
{·}CONTRACTOR SHALL REPLACE ALL ITEMS WITHIN THE RIGHT-OF-WAY TO A LEVEL
MEETING OR EXCEEDING THE CONDITION PRIOR TO CONSTRUCTION AND SHALL MEET
OR EXCEED ALL CITY STANDARDS.
·
·
·
·
LEGEND:
E
CTV
EXISTING STORM SEWER
EXISTING CABLE TELEVISION
EXISTING ELECTRIC
EXISTING IRRIGATION BOX
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER SS
EXISTING WATER W
X
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
VAULT
ELEC
�
�
�
CONTROL
IRR
EXISTING TELEPHONE T
EXISTING GAS G
APPROXIMATE LIMITS OF CONSTRUCTION
PROPOSED CURB & GUTTER
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED UNDERGROUND ELECTRIC E
PROPOSED TELEPHONE AND TELEVISION T/TV
PROPOSED GAS LINE G
PROPOSED EASEMENT
PROPOSED SITE LIGHTING
PROPOSED SWALE
PROPOSED SANITARY SEWER SS
PROPOSED DOMESTIC SERVICE 3" W
PROPOSED 8" WATER MAIN 8" W
PROPOSED WATER APPURTENANCES
EXISTING RIGHT-OF-WAY
EXISTING FLOODWAY
KEY:
1
4
3
2 COORDINATE WITH XCEL ENERGY ON THE RELOCATION OR REMOVAL REQUIREMENTS OF THE EXITING GAS LINE
CONNECT TO EXISTING 8"
SANITARY SEWER MAIN W/
PROPOSED MANHOLE
N:132577.22
E:195749.72
INV IN 4959.10
INV OUT 4957.94 (EX.)
CONNECT TO 8"
BUILDING SERVICE
INV 4959.25
(SEE NOTE 2)
UTILITY CROSSING
SANITARY INV. 4959.18
ELEC T.O.P. 4961.8%%P
5
8
6 CONTRACTOR TO CONFIRM LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION
CONNECT TO EXISTING
12"
WATER MAIN W/ 12"x8"
TAPPING SLEEVE W/ 8"
VALVE AND T.B.
N:132433.54
UTILITY CROSSING
STORM INV. 4957.07
WATER T.O.P. 4955.4%%P
14 6" TEE W/ VALVES (N&S) AND T.B.
N:132594.18
E:195892.30
(TIE BOTH VALVES TO TEE W/
MECHANICAL JOINT RESTRAINTS PER
CITY SPECIFICATIONS)
9
12
11
10
8"x4" TEE W/ T.B.,
4" VALVE (N) &
4"x3" REDUCER (N)
N:132594.70
E:195901.29
UTILITY CROSSING
STORM INV. 4959.67
WATER T.O.P. 4957.9%%P
13 PLACE 8"x6" REDUCER UPSTREAM OF 6" TEE
SAWCUT LINE
EXISTING DUCT BANK E
FO
15 ENCASE PROPOSED STORM SEWER PIPE JOINTS FOR 10-FEET ON EITHER SIDE OF CROSSING WITH WATER MAIN USING EZ-WRAP JOINT WRAP (OR APPROVED EQUAL)
(20' ROW)
T
T
T
T
EXISTING 20'
RIGHT-OF-WAY
EXISTING 10'
UTILITY
EASEMENT
EXISTING 10'
TRAIL ALIGNMENT
17'
9'
24'
17'
17'
30'
17' 9'
PROPOSED 30'
EMERGENCY
ACCESS ESMT.
PROPOSED 24'
EMERGENCY ACCESS
EASEMENT
23.13'
17.12'
9.71'
17.12'
69.29'
69.29'
2
1
1
1
1
3
4
3
TAGNUMBER
TAGNUMBER
TAGNUMBER
T
T
PROPOSED 10'
ACCESS EASEMENT
PER SEPARATE DOC.
50' UTILITY &
ACCESS EASEMENT
LOT 1
BLOCK 1
TRACT A
Curve Table
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C18
C19
C20
DELTA
68°08'06"
68°47'04"
45°00'00"
45°00'00"
90°00'00"
106°29'32"
90°00'00"
90°00'00"
90°00'00"
180°00'00"
180°00'00"
90°00'00"
90°00'00"
45°00'00"
45°00'00"
90°00'00"
180°00'00"
90°00'00"
180°00'00"
RADIUS
30.00'
30.00'
50.00'
50.00'
15.00'
15.00'
8.00'
3.00'
3.00'
4.50'
5.24'
15.00'
5.00'
6.00'
10.00'
3.00'
3.00'
3.00'
3.00'
LENGTH
35.67'
36.02'
39.27'
39.27'
23.56'
27.88'
12.57'
4.71'
4.71'
14.14'
16.48'
23.56'
7.85'
4.71'
7.85'
4.71'
9.42'
4.71'
9.42'
BEARING
N83°01'54"W
N82°42'22"W
N70°48'50"W
S64°11'10"W
S86°41'10"W
N04°55'56"E
S86°41'10"W
S03°18'50"E
S86°41'10"W
N48°18'50"W
N48°18'50"W
S03°18'50"E
N03°18'50"W
N64°11'10"E
S70°48'50"E
S03°18'50"E
N48°18'50"W
S86°41'10"W
S48°18'50"E
CHORD
33.61'
33.89'
38.27'
38.27'
21.21'
24.04'
11.31'
4.24'
4.24'
9.00'
10.49'
21.21'
7.07'
4.59'
7.65'
4.24'
6.00'
4.24'
6.00'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
LENGTH
91.44'
81.44'
28.01'
34.03'
111.22'
1.86'
87.93'
7.00'
14.00'
90.00'
14.01'
15.20'
72.00'
13.03'
13.03'
81.00'
12.26'
4.17'
BEARING
N48°18'50.00"W
N48°18'50.00"W
S86°41'10.00"W
S41°41'10.00"W
N48°18'50.00"W
N58°10'41.55"E
N48°18'50.00"W
S41°41'10.00"W
S48°18'50.00"E
S41°41'10.00"W
N48°18'50.00"W
S41°41'10.00"W
N48°18'50.00"W
N41°41'10.00"E
S41°41'10.00"W
N48°18'50.00"W
N41°41'10.00"E
S41°41'10.00"W
LINE TABLE
LINE
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
LENGTH
252.73'
8.50'
1.94'
37.95'
4.86'
14.00'
99.00'
14.50'
35.42'
13.97'
126.00'
14.00'
424.45'
6.57'
8.55'
16.89'
14.38'
4.11'
BEARING
S48°18'50.00"E
N48°18'50.00"W
N41°41'10.00"E
N86°41'10.00"E
S48°18'50.00"E
S41°41'10.00"W
S48°18'50.00"E
N41°34'59.90"E
S41°41'10.00"W
N41°41'10.00"E
N48°18'50.00"W
S41°41'10.00"W
S48°18'50.00"E
N43°07'58.03"E
N26°52'00.10"E
N35°12'04.56"E
N32°56'57.39"E
N46°18'32.32"W
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/19/12
PROJECT:
683-001
Sheet
Of 15 Sheets
LEGACY SENIOR RESIDENCES T���� �������� ���
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NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.��� 09/19/12
C200
HORIZONTAL CONTROL PLAN
K. Brazelton
K. Brazelton
1"=20'
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
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
LEGEND:
NOTES:
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
1.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT
AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF
WALL AND IS SHOWN FOR INFORMATION ONLY.
2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING
AS SHOWN ON THIS DRAWING.
3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED
TO CURB FLOW LINE UNLESS OTHERWISE NOTED.
4.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE
LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH
AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND
MULCH, ETC.
5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE
APPROVED ARCHITECTURAL DRAWINGS FOR ALL STAIR AND HANDRAIL
DETAILS AND SPECIFICATIONS.
6.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED
WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER
COUNTY URBAN AREA STREET STANDARD DETAILS.
7.ALL PARKING AREAS AND DRIVE AISLES WITHIN THE PROJECT
PROPERTY SHALL CONSIST OF ASPHALT PAVEMENT UNLESS OTHERWISE
SPECIFIED. ALL PAVING AREAS NOT DESIGNATED AS "HEAVY DUTY
PAVEMENT SECTION" SHALL CONSIST OF LIGHT DUTY PAVEMENT. SEE
THE GEOTECHNICAL REPORT AND PAVEMENT SECTION DETAILS FOR
MORE INFORMATION. ALSO REFER TO GENERAL NOTE 24 ON SHEET C001
FOR ADDITIONAL PAVEMENT SECTION REQUIREMENTS REGARDING
POUDRE STREET.
8.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS
NOTED OTHERWISE.
9.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS
{PRIOR} TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
10.THE RELOCATED FENCE AS SHOWN ON THE PROPERTY OWNED BY
JESSE GODINEZ SHALL BE WOOD AND CONSTRUCTED USING NEW
MATERIALS THAT ARE TO BE COORDINATED WITH THE PROPERTY OWNER
PRIOR TO BEGINNING CONSTRUCTION.
11.THE PROPOSED WALL AS SHOWN ON THE PROPERTY OWNED BY
JESSE GODINEZ SHALL BE CONSTRUCTED USING MATERIALS SALVAGED
FROM WALL REMOVAL AS SHOWN ON SHEET C100.
12.THE RELOCATED FENCE AS SHOWN ON THE PROPERTY OWNED BY
JILL MARIE SANNERS SHALL BE CONSTRUCTED USING MATERIALS
SALVAGED FROM THE EXISTING FENCE AS SHOWN ON SHEET C100.
13.ALL SYMBOLS, INCLUDING CROSSWALKS, STOP BARS, ETC. SHALL BE
PRE-FORMED THERMO-PLASTIC. PRE-FORMED THERMO-PLASTIC
APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE
STANDARDS.
14.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND
THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS
SECTION 22.6.2)
15.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
16.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO
INSTALLATION OF STRIPING OR MARKINGS.
17.THE CONTRACTOR INSTALLING SIGNS SHALL BE RESPONSIBLE FOR
LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES.
18.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED CONCRETE
PROPOSED 1.5-FOOT OUTFALL CURB & GUTTER SECTION
PROPOSED SWALE
PROPERTY BOUNDARY
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING CURB & GUTTER
EXISTING TREES
EXISTING CONCRETE
EXISTING RIGHT-OF-WAY
PROPOSED HEAVY DUTY PAVEMENT SECTION (SEE NOTE 7)
EXISTING FLOODWAY
4" SOLID WHITE LINE
18" X 9' WHITE CROSSING LINE
PREFORMED PLASTIC PAVEMENT MARKING
STRIPING LEGEND:
1
2
3 18" WIDE WHITE STOP BAR
PREFORMED PLASTIC PAVEMENT MARKING
4 HANDICAP STRIPING AND SIGNAGE PER DETAILS
KEY:
1
5
6
3
4
2
PROVIDE 2-FOOT CURB CUT
PROPOSED "NO PARKING -
FIRE LANE" SIGN
(SEE DETAILS)
2-FOOT SIDEWALK TRANSITION FROM 1.5-FOOT VERTICAL CURB & GUTTER TO DRIVEOVER CURB & GUTTER
CHASE W/ STEEL PLATE
(SEE DETAILS)
PROVIDE PEDESTRIAN ACCESS
RAMP (SEE GRADING PLAN
AND DETAILS)
T
PROPOSED 1.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CURB & GUTTER TRANSITION
PROVIDE 2.5-FOOT(W) X
12"(D) CONCRETE COLLAR
AT ROW LINE
PROPOSED "STOP" (R1-1) SIGN (SEE DETAILS)
8 PROPOSED STAIRS W/ HANDRAILS (SEE ARCH. PLANS)
T
T
T
T
T
S
LINDEN STREET
(100' ROW)
CONTROL IRR
MW
G
MW
LOT 2
NORTHSIDE AZTLAN
COMMUNITY CENTER
LOT 3
NORTHSIDE AZTLAN
COMMUNITY CENTER
LOT 8
LOT 6
LOT 4
LOT 2
LOT 16 LOT 14
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LOT 13
LOT 15
PARCEL 3
PARCEL 1
PARCEL 2
PARCEL 4
PARCEL 5
PARCEL 6
LOT 11
LOT 9
LOT 7
LOT 5
LOT 3
LOT 1
EXISTING 36" STORM DRAIN
EXISTING 100' LINDEN
STREET RIGHT-OF-WAY
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EXISTING 20'
RIGHT-OF-WAY
EXISTING 10'
UTILITY
EASEMENT
EXISTING 10'
TRAIL ALIGNMENT
PARCEL 8
VACATED PORTION OF
PINE STREET R.O.W.
RETAINED UTILITY &
ACCESS EASEMENT
(SEE PLAT)
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/19/12
PROJECT:
683-001
Sheet
Of 15 Sheets
LEGACY SENIOR RESIDENCES T���� �������� ���
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.��� 09/19/12
C100
& DEMOLITION PLAN
EXISTING CONDITIONS K. Brazelton
K. Brazelton
1"=20'
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
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
LEGEND:
E
CTV
EXISTING STORM SEWER
EXISTING CABLE TELEVISION
EXISTING ELECTRIC
EXISTING IRRIGATION BOX
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
FIELD SURVEY BY:
NOTES:
ORIGINAL FIELD SURVEY
Northern Engineering Services, Inc.
Date: October, 2011
EXISTING SANITARY SEWER SS
EXISTING WATER W
X
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
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
VAULT
ELEC
�
�
�
CONTROL
IRR
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT
GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY
MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON
THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL
ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST
JOINT.
3.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING
TREES SHOWN ON THIS DEMOLITION PLAN WITH APPROVED LANDSCAPE
DRAWINGS. COORDINATE THE REMOVAL OF ALL OTHER PLANTINGS WITH
APPROVED LANDSCAPE DRAWINGS.
4.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL LIGHT
FIXTURES, ELECTRICAL EQUIPMENT AND ELECTRICAL LINES WITH THE
ELECTRICAL PLANS.
5.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT
ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA
INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, ABOVE
GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND
UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE,
OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF
THE CONSTRUCTION PROCESS FOR THIS PROJECT.
6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
7.CONTRACTOR SHALL CONTACT CENTURYLINK TO COORDINATE THE
REPLACEMENT OR RESETTING OF THE EXISTING TELEPHONE PEDESTAL.
8.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS
{PRIOR} TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
9.SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES
WITHIN THE NATURAL HABITAT BUFFER ZONE.
10.CONTRACTOR SHALL EITHER PROTECT EXISTING TELEPHONE AND
CABLE TELEVISION PEDESTALS WITHIN POUDRE STREET RIGHT-OF-WAY
DURING CONSTRUCTION OR COORDINATE WITH THE UTILITY COMPANIES
FOR THE REPLACEMENT/RESETTING OF EACH PEDESTAL WITH THE
POUDRE STREET IMPROVEMENTS.
11.REFER TO THE "STORM SEWER RUNDOWN EVALUATION" PREPARED
BY FLYWATER CONSULTING INC., AND DATED SEPTEMBER 11, 2012, FOR
MORE INFORMATION REGARDING THE EXISTING RIPRAP RUNDOWN TO
REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK
SAWCUT LINE
REMOVE EXISTING TREES
REMOVE EXISTING UNDERGROUND ELECTRIC / / / / / / / / / / / / / / / / / E / / / / / / / / / / / / / / / /
REMOVE EXISTING FENCE / / / / / / / / / / / / / / / / / X / / / / / / / / / / / / / / / /
EXISTING GAS G
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING RIGHT-OF-WAY
EXISTING FLOODWAY
EXISTING DUCT BANK E
FO
1
L1
(BASIS OF BEARINGS)
S41°41'10"W 215.00'
77.00' 60.00' 243.00'
30' EMERGENCY
ACCESS EASEMENT
(HATCHED AREA)
L8
18.00' 6.00' 33.80'
2.00'
POUDRE STREET (20')
(PER PLAT OF CITY OF FORT COLLINS)
FND #4 REBAR
w/1" PLASTIC CAP
LS 14823
FND NAIL & SHINER
LS 14823
LOT 2
NORTHSIDE AZTLAN
COMMUNITY CENTER
LOT 3
NORTHSIDE AZTLAN
COMMUNITY CENTER
TRACT B
NORTHSIDE AZTLAN
COMMUNITY CENTER
LOT 1
BLOCK 1
86,000 sq. ft.
1.974 ac.
EXISTING 10' WIDE
TRAIL ALIGNMENT
{EXISTING 10' WIDE
TRAIL ALIGNMENT}
10' WIDE MOUNTAIN STATES
TELEPHONE AND TELEGRAPH
RIGHT OF WAY EASEMENT
PER RECEPTION NO. 85039038
10' ACCESS EASMENT
BY SEPARATE DOCUMENT
10' ACCESS EASMENT
BY SEPARATE DOCUMENT
LINDEN STREET (100' ROW)
(PER PLAT OF CITY OF FORT COLLINS)
PINE STREET
(100' ROW)
(PER PLAT OF CITY
OF FORT COLLINS)
8' UTILITY
EASEMENT
SIGHT DISTANCE
EASEMENT
10.00' 10.00'
20.00'
119.70'
L31
L32
10.00'
10.00'
LOT 8 LOT 6 LOT 4 LOT 2
OWNER:
GODINEZ JESSE
OWNER:
HOUSING AUTHORITY
OF THE CITY
OF FORT COLLINS
LOT 16 LOT 14
LOT E
RESUB. OF LOTS 14 & 16
BLOCK 2, CITY OF FT. COLLINS
OWNER:
SANNES JILL MARIE
BLOCK 2
CITY OF FORT COLLINS
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L33
SIGHT DISTANCE
EASEMENT
20' DRAINAGE &
UTILITY EASEMENT
DRAINAGE & LANDSCAPE EASEMENT
BY SEPARATE DOCUMENT
(HATCHED AREA)
SOUTHEAST LINE OF LOT 1, BLOCK 1
S48°18'50"E 400.00'
N41°41'10"E
25.00'
S48°18'50"E 50.00'
N41°41'10"E 190.00'
N48°18'50"W 450.00'
VACATED PORTION
OF RIGHT-OF-WAY
OF PINE STREET
BY ORDINANCE
REC. NO. 85024688
TRACT A
9,500 sq. ft.
0.218 ac.
UTILITY & ACCESS
EASEMENT
50.00'
S41°41'10"W
190.00'
SOUTHWESTERLY
LINE OF LOT 3
5.50' 20.00'
L34
L35
L36
TRANSIT
EASEMENT
DRAINAGE & LANDSCAPE EASEMENT
BY SEPARATE DOCUMENT
(HATCHED AREA)
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
LENGTH
91.17'
81.44'
28.01'
32.61'
38.41'
37.95'
79.42'
89.19'
98.16'
42.83'
117.01'
31.97'
42.47'
20.00'
22.47'
3.69'
117.01'
42.83'
89.87'
52.30'
34.62'
12.76'
31.64'
132.25'
20.00'
124.02'
25.58'
4.76'
35.94'
52.30'
14.14'
14.14'
93.00'
3.61'
20.00'
3.28'
BEARING
S48°18'50.00"E
S48°18'50.00"E
N86°41'10.00"E
N41°41'10.00"E
S41°41'10.00"W
S86°41'10.00"W
N48°18'50.00"W
N48°18'50.00"W
N48°18'50.00"W
S86°41'10.00"W
N48°18'50.00"W
S86°41'10.00"W
S03°18'50.00"E
N86°41'10.00"E
N03°18'50.00"W
N86°41'10.00"E
S48°18'50.00"E
N86°41'10.00"E
S48°18'50.00"E
S41°41'10.00"W
S48°18'50.00"E
N68°38'08.29"E
N56°14'52.92"E
S78°59'52.38"E
S11°00'07.62"W
N78°59'52.38"W
S56°14'52.92"W
S68°38'08.29"W
S48°18'50.00"E
S41°41'10.00"W
N86°41'10.00"E
S03°18'50.00"E
S48°18'50.00"E
N48°18'50.00"W
S40°43'36.50"W
S48°18'50.00"E
Curve Table
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
DELTA
68°08'00"
68°47'04"
45°00'00"
45°00'00"
90°00'00"
89°59'59"
45°00'00"
45°00'00"
69°35'22"
69°35'22"
RADIUS
30.00'
30.00'
50.00'
50.00'
15.00'
15.00'
6.00'
10.00'
60.00'
8.00'
LENGTH
35.67'
36.02'
39.27'
39.27'
23.56'
23.56'
4.71'
7.85'
72.87'
9.72'
BEARING
S83°01'54"E
S82°42'22"E
S70°48'50"E
N64°11'10"E
N86°41'10"E
S03°18'50"E
S64°11'10"W
N70°48'50"W
N83°06'31"W
N83°06'31"W
CHORD
33.61'
33.89'
38.27'
38.27'
21.21'
21.21'
4.59'
7.65'
68.48'
9.13'
REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
9/18/12
PROJECT:
683-001
Sheet
Of 2 Sheets
LEGACY SENIOR RESIDENCES NOTICE:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
RANGE: hereon.
TOWNSHIP:
SECTION:
200 S���� C������ A�����, S���� 10
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
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2
SECTION 12, T7N, R69W
CITY OF FORT COLLINS, COLORADO
N.A.
L. Smith
1"=20'
12 7N
69 W of the 6th PM
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
POINT OF
BEGINNING
PLAT OF
LEGACY SENIOR RESIDENCES
BEING A REPLAT OF A PORTION OF BLOCK 2 AND A PORTION OF THE VACATED PINE STREET, CITY OF FORT COLLINS, LOCATED IN
THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS,
COUNTY OF LARIMER, STATE OF COLORADO
SET #4 REBAR w/1"
PLASTIC CAP, LS 14823
LEGEND
BOUNDARY LINE
CENTERLINE
UTILITY EASEMENT LINE
LOT LINE
RIGHT-OF-WAY
FOUND PROPERTY CORNER
AS DESCRIBED
repairs to said public improvements, to include, without limitation, the roads, streets, fills, embankments, ditches, cross pans, sub-drains,
culverts, walls and bridges within the right-of-way, Easements and other public properties, resulting from failures caused by design and/or
construction defects. This agreement to hold the City harmless includes defects in materials and workmanship, as well as defects caused by
or consisting of settling trenches, fills or excavations.
Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the
Owner or his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising
engineering techniques and due caution in the construction of cross drains, drives, structures or buildings, the changing of courses of
streams and rivers, flooding from natural creeks and rivers, and any other matter whatsoever on private property. Any and all monetary
liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have the right to convey said land
according to this Plat.
NOTICE OF OTHER DOCUMENTS:
All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and
obligations of the Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which
obligations constitute promises and covenants that, along with the obligations under this Plat, run with the land. The said documents may
also be amended from time to time and may include, without limitation, the Development Agreement, Site And Landscape Covenants,
Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the clerk of the City and
should be closely examined by all persons interested in purchasing any portion of the Development site.
SURVEYOR'S STATEMENT
I, Gerald D. Gilliland, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared from an
actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the foregoing
plat is an accurate representation thereof, all this to the best of my knowledge, information and belief.
__________________________________
Gerald D. Gilliland
Colorado Registered Professional
Land Surveyor No. 14823
CERTIFICATE OF DEDICATION:
The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a permanent right-of-way
for street purposes and the “Easements” as laid out and designated on this Plat; provided, however, that (1) acceptance by the City of this dedication of
Easements does not impose upon the City a duty to maintain the Easements so dedicated, and (2) acceptance by the City of this dedication of streets
does not impose upon the City a duty to maintain streets so dedicated until such time as the provisions of the Maintenance Guarantee have been fully
satisfied. The streets dedicated on this Plat are the fee property of the City as provided in Section 31-23-107 C.R.S. The City's rights under the
Easements include the right to install, operate, access, maintain, repair, reconstruct, remove and replace within the Easements public improvements
consistent with the intended purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to
mark the location of the Easements with suitable markers; and the right to permit other public utilities to exercise these same rights. Owner reserves the
right to use the Easements for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City is responsible for
maintenance of its own improvements and for repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the
City does not accept the duty of maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will
maintain the surface of the Easements in a sanitary condition in compliance with any applicable weed, nuisance or other legal requirements.
Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or
permit the installation on the Easements, of any building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than
usual and customary grasses and other ground cover). In the event such obstacles are installed in the Easements, the City has the right to require the
Owner to remove such obstacles from the Easements. If Owner does not remove such obstacles, the City may remove such obstacles without any
liability or obligation for repair and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses not to remove the
obstacles, the City will not be liable for any damage to the obstacles or any other property to which they are attached.
The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns.
ATTORNEY'S CERTIFICATION
I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of the
Land Use Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are
duly authorized signatories under the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder
of Larimer County, Colorado as of the date of execution of the Plat and other information discovered by me through reasonable inquiry and
is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code.
Attorney:________________________________________
Address: ________________________________________
________________________________________
Registration No.:__________________________________
NOTICE
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND
RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE
PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE
OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A
PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL
HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH
PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO
ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES.
APPROVED AS TO FORM, CITY ENGINEER
By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____.
____________________________________________________
City Engineer
PLANNING APPROVAL
By the Director of Planning the City of Fort Collins, Colorado this _____ day of ___________ A.D., 20_____.
____________________________________________________
Director of Planning
NOTES:
1) The Basis of Bearings is the Southeast line of Lot 1, Block 2, City of Fort Collins bearing South 41°41'10" West (assumed bearing).
2) All information regarding easements, right-of-way or title of record, Northern Engineering relied upon Commitment Number 5511-1864276, dated
August 06, 2012, prepared by First American Title Insurance Company.
3) Refer to approved Development Agreement and latest Title Commitment for any other restrictions and/or usage that may apply to this property.
OWNER:BLAIR A KEIFER FAMILY TRUST
BY:_________________________________
Marjorie R. Keifer
OWNER:MARJORIE R. KEIFER
BY:_________________________________
Marjorie R. Keifer
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
_____________________________________________,
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all men by these presents, that the undersigned owner(s) of the following described land: A tract of land located in the Northwest Quarter of
Section 12, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado being more particularly
described as follows:
Considering the Southeast line of Lot 1, Block 2, City of Fort Collins bearing South 41°41'10" West and with all bearings contained herein relative
thereto:
BEGINNING at the most southerly corner of said Lot 1, thence, North 48°18'50" West, 450.00 feet to a point on the centerline of the vacated portion of
Pine Street by Ordinance recorded at Reception No. 85024688; thence along said line, North 41°41'10" East, 190.00 feet to a point on the southwesterly
line of Lot 3, Northside Aztlan Community Center; thence along said southwesterly line and the southwesterly line of Tract B of Northside Aztlan
Community Center, South 48°18'50" East, 50.00 feet to the south corner of said Tract B; thence along the southeasterly line of said Tract B, North
41°41'10" East, 25.00 feet to a point on the southwesterly line of Lot 3, Northside Aztlan Community Center; thence along said southwesterly line and
along the southwesterly line of Lot 2, Northside Aztlan Community Center, South 48°18'50" East, 400.00 feet to a point on the northerly right-of-way
line of Linden Street; thence along said northerly line, South 41°41'10" West, 215.00 feet to the POINT OF BEGINNING, contains 2.192 acres, more
or less.
For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided into lots,
tracts and streets as shown on this Plat to be known as LEGACY SENIOR RESIDENCES (the "Development"), subject to all easements and
rights-of-way now of record or existing or indicated on this Plat. The rights and obligations of this Plat shall run with the land.
PLAT OF
LEGACY SENIOR RESIDENCES
BEING A REPLAT OF A PORTION OF BLOCK 2 AND A PORTION OF THE VACATED PINE STREET, CITY OF FORT COLLINS, LOCATED IN THE NORTHWEST QUARTER OF SECTION 12,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
1
SECTION 12, T7N, R69W
CITY OF FORT COLLINS, COLORADO
N.A.
L. Smith
N.A.
12 7N
69 W of the 6th PM
PROJECT
LOCATION
VICINITY MAP
NORTH 1"=2000'
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for
any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the
engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance,
all parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility
provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility
provider, a pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and
sanitary sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department
of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater
seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as
a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Final Drainage and Erosion Control Report for Legacy Senior Housing dated August 29, 2012 by Northern
Engineering Services, Inc., 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's absence. However, the City of Fort Collins reserves the right not to accept the
improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench
work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not
correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement
section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final
soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a
minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur
until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter
flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must
certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be
noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction.
For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be
stubbed to the property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional
criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as
established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any
tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and
security. Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The
the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way.
The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins
Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor
moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the
Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing
traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by Larimer County.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on
these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer
for clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or
specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available
to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort
Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as
well as the basis of bearings. The information shall be as follows:
City of Fort Collins benchmark 4-00
Located in the sidewalk at the southwest end of the Poudre River bridge on Linden Street.
Elevation= 4960.55
City of Fort Collins benchmark 5-00
Located on the top of curb at the signal pole base at the northwest corner of Linden Street and Jefferson Street.
Elevation= 4974.87
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:
None.
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.
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 or their designate. All
discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of
Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer
determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and
striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Final Drainage and Erosion Control Report for Legacy Senior Housing dated August 29, 2012 by Northern
Engineering Services, Inc., 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 Fort 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.
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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R
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
PROJECT TEAM:
The Birdsall Group, LLC
444 Mountain Avenue
Berthoud, CO 80513
(970) 532-5891
Robert W. Engle & Associates Architects, Inc.
2110 S. 156�� C��
O����, NE 68130
(402) 330-8287
GAS----------------- Xcel Energy----------------------------- Al Ermer (970) 225-7869
ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152
CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------Centurylink Local Network----------- Bill Johnson (970) 377-6401
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) 221-6700
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.
Terracon Consultants, Inc.
301 N. Howes Street
Fort Collins, Colorado 80521
(970) 484-0359
PHONE NUMBER
Northern Engineering Services, Inc.
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
(970) 221-4158
Northern Engineering Services, Inc.
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
(970) 221-4158
E N G I N E E R I N G
� � � � � � ��
E N G I N E E R I N G
� � � � � � ��
PLANNER/
LANDSCAPE ARCHITECT
SiteWise, LLC
7000 N. Broadway
Building 3, Suite 306
Denver, Colorado 80221
(303) 650-8680
** 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.
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:
PROJECT
LOCATION
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
VICINITY MAP
NORTH 1"=2000'
GEOTECHNICAL ENGINEER
SUBSURFACE UTILITY LOCATES**
BUILDING ARCHITECT
SITE ENGINEER
SURVEYOR
BENCHMARK #1:
City of Fort Collins Benchmark 4-00
Located in the sidewalk at the southwest end of the Poudre River bridge on Linden Street .
Elevation= 4960.55
BENCHMARK #2:
City of Fort Collins Benchmark 5-00
Located on the top of curb at the signal pole base at the northwest corner of Linden Street
and Jefferson Street.
Elevation= 4974.87
Basis of Bearings
Basis of Bearings is the Southeast line of Lot 1, Block 2, City of Fort Collins bearing
S41°41'10" W (assumed bearing).
Northern Engineering Services, Inc
NE Project No. 683-001
Date: October, 2011
ORIGINAL FIELD SURVEY BY:
Terracon Consultants, Inc.
"GEOTECHNICAL ENGINEERING REPORT
KIEFER CONCRETE STORAGE YARD
411 LINDEN STREET
FORT COLLINS, COLORADO"
Terracon Project No. 201005027
Date: February 1, 2011
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
SHEET INDEX
LEGACY SENIOR RESIDENCES
BEING A REPLAT OF A PORTION OF BLOCK 2, CITY OF FORT COLLINS, LOCATED IN THE
NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
Cornerstone Associates, LLC
209 S���� 19�� S�����, S���� 600
O����, NE 68102
(402) 341-0888
DEVELOPER/APPLICANT
C000 COVER SHEET
C001 GENERAL AND CONSTRUCTION NOTES
SUBDIVISION PLAT (FOR REFERENCE ONLY)
C100 EXISTING CONDITIONS & DEMOLITION PLAN
C200 HORIZONTAL CONTROL PLAN
C300 UTILITY PLAN
C400 GRADING PLAN
C401 STORM SEWER PLAN AND PROFILES
C500 POUDRE STREET PLAN AND PROFILES
C600 DRAINAGE AND EROSION CONTROL PLAN
C700-C705 CONSTRUCTION DETAILS