HomeMy WebLinkAboutCONFLUENCE - PDP - PDP170001 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSJEFFERSON ST.
WILLOW ST.
LINDEN ST.
N. COLLEGE AVE.
E. LINCOLN AVE.
E. VINE DR.
OLD TOWN BASIN
CACHE LA POUDRE BASIN
CACHE LA POUDRE BASIN
DRY CREEK BASIN
CONIFER ST.
MOUNTAIN AVE.
E. MULBERRY ST
S. COLLEGE AVE.
LAPORTE AVE.
MAPLE AVE.
S. MASON AVE.
S. HOWES AVE.
E. MYRTLE ST
E. LAUREL ST
E. OAK ST
S. REMINGTON ST
Sheet
of 10
CONFLUENCE LOT 2 These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C000
COVER SHEET
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
UTILITY PLANS FOR
CONFLUENCE LOT 2
BEING A REPLAT OF PORTIONS OF LOTS 2, 4, 6, & 8, BLOCK 2, TOWN OF FORT COLLINS LOCATED IN
THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH
PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
APRIL 2017 CONTACT INFORMATION
PROJECT TEAM:
Northern Engineering Services, Inc.
Sheet
of 10
CONFLUENCE LOT 2 These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C001
GENERAL & CONSTRUCTION NOTES
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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R
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 sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications
current at the date of
approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence
and location of all
underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered
utility locations
marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located
prior to beginning
excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design
modification(s) must be
E
E
AC
IRR
IRR
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S
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T
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ELEC
C
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CABLE
CONTROL
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Y
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CABLE
CONTROL
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CONTROL
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AC
AC
POUDRE STREET
(20' ROW)
316 WILLOW
STREET
NORTHING: 132464.14
EASTING: 195848.91
(OUTSIDE FACE OF WALL)
NORTHING: 132386.86
EASTING: 195806.88
(OUTSIDE FACE OF WALL)
NORTHING: 132386.85
EASTING: 195806.64
(PROPERTY CORNER)
NORTHING: 132471.09
EASTING: 195854.89
(PROPERTY CORNER)
0.17'
0.17'
0.17'
8'
21'
9.17'
MATCHLINE
EX. RIGHT-OF-WAY
PARALLEL PARKING
APPROX. LOCATION OF RELOCATED
SHED TO BE COORDINATED WITH
ADJACENT PROPERTY OWNER
PARKING GARAGE
ENTRANCE
0.17'
0.17'
0.17'
310 WILLOW STREET 0.17'
5.00' MIN.
5.00'
MIN
EX. PROPERTY LINE
N41°41'10"E 47.50'
N48°18'50"W
20.00'
N41°41'10"E 47.50'
AC
X
X
X
X
X X X
X
X X X
X
X
X X
X
X
X X X
X
X
E
AC
IRR
IRR
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IRR
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IRR IRR IRR
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S
S
D
S
D
D
S
VAULT
ELEC
C
S
VAULT
CABLE
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
C
S
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
VAULT
ELEC
E
AC
S
D
S
S
CONTROL
IRR
ELEC
C
T
C
T
T T T T T T T
T
T T T T T T T
T
T T T
T
T T T T T T
T
T T
T T
T
T T
T
T
T
T
T
T
T T T
T
T
T
T
T
T
T
T
T
T
T
T T
X
X
ST
W W W
W
W W W
W
W
W W
W
W W
X X X X X X
ST ST
ST
ST ST
ST
E
D
D
D
VAULT
ELEC
C
S
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
C
S
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
VAULT
ELEC
C
S
C
S
X
X
ST
ST
ST
ST
X
X
X
X
X
ST ST
ST
ST ST ST ST ST ST
ST
ST ST ST ST
ST
ST
ST
ST ST ST ST ST ST ST
ST
ST ST ST ST
E
D
D
VAULT
ELEC
C
S
CONTROL
IRR
CONTROL
IRR
IRR
C
S
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
ELEC
C
S
X
X
ST
X X
X X
X X
X X X
X
X
X
X
X
X
ST
ST ST ST ST
ST
ST ST ST ST
ST
ST
C.O.
VAULT
ELEC
W
W
W
IRR
X
S
S
S
D
S
D
D
D
S
S
GAS
X
ST
ST
X
X
X
X
X
X
X
ST ST
ST
ST ST ST
ST
ST
ST ST
ST
ST
ST
ST ST ST ST ST ST
ST
ST ST ST ST
ST
C.O.
X X
X
X
X
X
X X
X
X
X
M
M
M
M
LINDEN STREET
(100' ROW)
EX. SIDEWALK
POUDRE STREET
(20' ROW)
EX. SIDEWALK
WITH PAVERS
EXISTING DECK
409 LINDEN STREET
405 LINDEN
STREET
320 WILLOW STREET
316 WILLOW
STREET
310 WILLOW STREET
WILLOW STREET
(ROW VARIES)
STAIRS
STAIRS
PROPOSED SIDEWALK
PROPOSED ASPHALT WALK
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
PROPOSED 1' WIDE METAL
SIDEWALK CULVERT WITH
FL @ 0.6%
PROPOSED STORM
SEWER MANHOLE
PROPOSED
AREA INLET
CONNECT TO EXISTING
STORM SEWER MANHOLE
PROPOSED STORM
SEWER UNDER FLOWLINE
PROPOSED
AREA INLET
PROPOSED TOP BACK
OF VERTICAL CURB
1
3
2
BASIN 1 WATER QUALITY TREATMENT
PROVIDED IN PROPOSED SAND FILTER
(SEE DRAINAGE REPORT)
BASIN 3 WATER QUALITY TREATMENT
PROVIDED IN EXISTING BAYSAVER
PER DOWNTOWN RIVER DISTRICT
REPORT AND PLANS
(SEE DRAINAGE REPORT)
1
3 2
NO BUILD EASEMENT
PROPOSED
RIGHT-OF-WAY
EX. 36" RCP STORM SEWER @ 1.89%
EX. 36" RCP STORM SEWER @ 0.36% EX. 36" RCP STORM SEWER @ 0.11%
ULTIMATE CURB & GUTTER
PER CITY OF FORT COLLINS 4 4
PROPOSED
AREA INLET
PROPOSED STORM SEWER (BY CITY)
EX. 6' Ø STORM
SEWER MANHOLE
PROPOSED CURB
INLET (BY CITY)
PROPOSED STORM
SEWER MH
PROPOSES STORM SEWER (PRIVATE)
PROPOSED
DRAINAGE SWALE
PROPOSED
DRAINAGE SWALE
Sheet
of 10
CONFLUENCE LOT 2 These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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
C500
DRAINAGE PLAN
A
B2
1.45 ac
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. REFER TO THE "PRELIMINARY DRAINAGE REPORT FOR CONFLUENCE
LOT 2" BY NORTHERN ENGINEERING, DATED APRIL 19, 2017 FOR
ADDITIONAL INFORMATION.
NOTES:
UD
VAULT
ELEC
LEGEND:
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100
2-yr
Tc
(min)
100-yr
Tc
(min)
Q2
(cfs)
Q100
(cfs)
1 1 0.23 0.97 1.00 5.0 5.0 0.6 2.3
2 2 0.03 0.97 1.00 5.0 5.0 0.1 0.3
3 3 0.15 0.97 1.00 5.0 5.0 0.4 1.5
4 4 0.01 0.97 1.00 5.0 5.0 0.0 0.1
X
X X
X
X
X
X X
X
X
X
X
X X X X
X
X
X X
X X X
M
M
TELE
M
M
EX. SIDEWALK
POUDRE STREET
(20' ROW)
EX. SIDEWALK
WITH PAVERS
NO BUILD EASEMENT
POUDRE STREET
(20' ROW)
EXISTING DECK
409 LINDEN STREET
405 LINDEN STREET
PROPOSED BUILDING
320 WILLOW STREET
316 WILLOW
STREET
310 WILLOW STREET
EX. ASPHALT PATH
WILLOW STREET
(ROW VARIES)
PROPOSED BUILDING
(SEE ARCHITECTURAL DRAWINGS
FOR GARAGE FIRST FLOOR GRADING)
STAIRS
STAIRS
PROPOSED SIDEWALK
PROPOSED ASPHALT WALK
ULTIMATE CURB &
GUTTER PER CITY
OF FORT COLLINS
EX. 36" RCP STORM SEWER @ 0.11%
EX. 36" RCP
STORM SEWER
PROPOSED AREA INLET
GRATE = 4968.19
INV OUT = 4964.59 (15" RCP; SW)
16.90 LF 15" RCP STORM
SEWER AT 0.5% (PRIVATE)
PROPOSED 15" STORM SEWER @ 0.5% (BY CITY)
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
PRESERVE &
PROTECT TREE
PRESERVE & PROTECT EX.
TREE (TRUNK LOCATED ON
NEIGHBORS PROPERTY)
MATCH INTO
EX. SIDEWALK
MATCH INTO
EX. SIDEWALK
70.83
70.00
TC
69.87
TC
70.08
TC
69.87
FL
71.06
FL
69.35
GRATE
69.95
FL
69.46
FL
2.0% 4.4%
3.4% 3.5%
2.0%
2.0%
1.1%
2.0%
1.9%
1.6%
1.6%
1.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
1.9%
2.0%
1.9%
3.5%
2.0%
2.0%
4.7%
2.9%
3.7%
3.1%
3.6%
2.6%
LOWER FINISH FLOOR
ELEV = 4970.08
UPPER FINISH FLOOR
ELEV = 4971.25
71.23
TC
71.23
TC
71.23
TC
71.23
TC
71.23
TC
71.00
GRD
71.23
TC
71.23
TC
71.23
TC
1.1%
69.25
TC/FF
69.45
TC
69.00
TC/FF
69.45
(69.45)
69.72
(69.94)
(???)
5.8%
5.5%
4.9% 2.7%
70.35
GRD
4.3%
5.1%
70.08
GRD
GRD:70.06
TS:(71.10)
(69.44)
2.0%
71.12
TC/TS
69.97
TC
69.92
TC
69.46
GRATE
2.0%
68.77
TC
69.00
TC/FF
69.25
TC/FF
2.0%
1.5%
1.6%
PROPOSED
AREA INLET
70.08
TC
1.5%
EXISTING DOOR
THRESHOLD
ELEV. = 4971.42
EXISTING DOOR
THRESHOLD
ELEV. = 4971.42
PROPOSED STORM
SEWER UNDER FLOWLINE
PROPOSED
AREA INLET
71.25
FF
70.00
GRD
2.0%
70.06
GRD/BW
4.1%
2.0%
69.01
FL
70.24
GRD
APPROX. LOCATION OF RELOCATED
SHED TO BE COORDINATED WITH
ADJACENT PROPERTY OWNER
EXISTING DOOR
THRESHOLD
ELEV. = 4970.74
EXISTING DOOR
THRESHOLD
ELEV. = 4971.11
EXISTING DOOR
THRESHOLD
ELEV. = 4971.20
3:1
2:1
3:1
5:1
(4.2%)
(3.0%)
(1.5%)
(2.7%)
7.2%
2.3%
(7.3%)
(3.0%)
(3.5%)
(71.73)
REMOVE & REPLACE EXISTING
AIR CONDITIONING UNIT FOR
REGRADING IN THIS AREA
5.0%
71.16
BW
70.01
BW
INSTALL VAPOR/MEMBRANE AGAINST
EXISTING BUILDING AS RECOMMENDED
OR SPECIFIED BY BUILDING ARCHITECT
69.50
(69.68)
3.1%
3.8%
2.6%
3:1
5.0%
68.51
FL
(2.4%)
(3.8%)
(2.8%)
68.71
FL
70.00
GRD
69.99
GRD
70.00
GRD
68.19
GRATE
2:1
5.0%
4:1
INSTALL VAPOR/MEMBRANE AGAINST
EXISTING BUILDING AS RECOMMENDED
OR SPECIFIED BY BUILDING ARCHITECT
INSTALL VERTICAL CURB AGAINST
BUILDING AND BASEMENT ENTRANCE
69.16
FL
69.71
FL
6.9%
68.73
FL
13.1%
(70.34)
GRD
(70.57)
GRD
68.96
FL
1.5%
1.5% 1.5%
69.08
FL
69.80
GRD
5.0%
5.0%
5:1
70.00
GRD
69.89
GRD
69.38
FL
(69.43)
69.70
FL
8:1
5.0%
1.5%
1.5%
3:1
70.25
GRD
70.86
FL
(69.89)
GRD
5:1
3:1
70.00
GRD
SWALE WITH
FL @ 1.5% MIN.
SWALE WITH
FL @ 1.5% MIN.
SWALE WITH
FL @ 1.5% MIN.
SWALE WITH
FL @ 1.5% MIN.
2.5%
2.8%
4.8% 5.0%
4.8% 5.0%
CONNECT TO EX. 6' Ø STORM
SEWER MANHOLE
RIM = 4971.36
EX. INV IN = 4963.40 (36" RCP; NW)
EX. INV OUT = 4963.18 (36" RCP; SE)
EX. 6' Ø STORM SEWER MANHOLE
RIM = 4970.41
EX. INV IN = 4963.58 (36" RCP; NW)
INV IN = 4963.76 (15" RCP; NE)
EX. INV IN = 4965.69 (12" RCP; SW)
EX. INV OUT = 4963.51 (36" RCP; SE)
PROPOSED CURB INLET (BY
CITY)
INV IN = 4964.04 (RCP; N)
INV OUT = 4964.04 (RCP; SW)
PROPOSED STORM SEWER MH
RIM = 4971.40
INV IN = 4964.13 (15" RCP; NE)
INV OUT 4964.13 (15" RCP; S)
2:1
1.5%
REPLACE ENTRANCE INTO BASEMENT
(71.00)
(70.97)
(70.63)
(70.11)
70.16
GRD
MATCHLINE
SEE SHEET C400
MATCHLINE
SEE SHEET C400
MATCH INTO BACK OF
EXISTING RIBBON CURB
MATCH INTO BACK OF
EXISTING RIBBON CURB
MATCH INTO BACK
OF EX. RIBBON CURB
(69.02)
(68.91)
(68.71)
(68.50)
3:1
6:1
7:1
10:1
9:1
3:1
3:1
68.63
FL
68.83
FL
1.5%
1.5%
5:1
(69.93)
(69.58)
(69.97)
5.0%
EXISTING
SHED
70.01
GRD
(69.83)
(70.03)
(70.18)
68.28
FL
(69.98)
(70.13)
1.5%
92.08 LF 15" HDPE STORM
SEWER AT 0.5% (PRIVATE)
PROPOSED RCP STORM SEWER
9.9%
1.5%
70.25
GRD
GRD:(70.05)
GRD:70.68
GRD:(69.90)
GRD:70.42
GRD:(69.97)
GRD:70.62
GRD:(69.95)
GRD:70.39
WD:(71.08)
TC:71.50
WD:(71.07)
TC:71.50
WD:(70.15)
TC:71.50
WD:(70.08)
TC:71.50
69.31
FL
3:1
3:1
70.25
GRD
70.37
GRD
70.31
GRD
5.2%
1.5%
7.7%
TC
71.50
TC
71.50
69.37
FL
Sheet
of 10
CONFLUENCE LOT 2 These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
LEGEND:
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
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
C401
GRADING PLAN (NORTH HALF)
VAULT
ELEC
77.71
(77.90)
1.8%
(1.8%)
AC
SEE DETAIL ON
THIS SHEET
SPOT ELEVATIONS AT EX.
BASEMENT ENTRANCE
NOTES:
ST
ST ST
ST ST
ST
ST ST ST ST ST ST ST
V
AULT
ELEC
W
W
W
IRR
X
X
X
X
X
X
X
X X X X
X
X
X
X
X X
M
0.9%
LINDEN STREET
(100' ROW)
EX. SIDEWALK
EX. SIDEWALK
WITH PAVERS
EXISTING DECK
409 LINDEN STREET
405 LINDEN STREET
PROPOSED BUILDING
320 WILLOW STREET
EX. ASPHALT PATH
WILLOW STREET
(ROW VARIES)
PROPOSED BUILDING
(SEE ARCHITECTURAL DRAWINGS
FOR GARAGE FIRST FLOOR GRADING)
STAIRS
STAIRS
PROPOSED SIDEWALK
PROPOSED ASPHALT WALK
ULTIMATE CURB &
GUTTER PER CITY
OF FORT COLLINS
EX. 36" RCP STORM SEWER @ 0.11%
EX. 36" RCP
STORM SEWER
EX. 12" RCP
STORM SEWER
PROPOSED AREA INLET
GRATE = 4968.19
INV OUT = 4964.59 (15" RCP; SW)
16.90 LF 15" RCP STORM
SEWER AT 0.5% (PRIVATE)
PROPOSED 15" STORM SEWER @ 0.5% (BY CITY)
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. PROPERTY LINE
PRESERVE &
PROTECT TREE
PRESERVE & PROTECT TREE
PROPOSED TOP BACK
OF VERTICAL CURB
PRESERVE & PROTECT EX.
TREE (TRUNK LOCATED ON
NEIGHBORS PROPERTY)
SAWCUT LINE (TYP.)
MATCH INTO EX. CURB,
GUTTER, & SIDEWALK
EXISTING HANDICAP RAMP (TYP.)
MATCH INTO EXISTING
MATCH INTO
EX. SIDEWALK
MATCH INTO EXISTING CURB & GUTTER
SAWCUT LINE (TYP.)
MATCH INTO
EX. SIDEWALK
MATCH INTO EX.
CURB & GUTTER
(68.31)
FL
69.15
FL
70.39
FL
70.47
FL
(70.56)
FL
70.83
70.00
TC
69.87
TC
70.08
TC
69.87
FL
71.06
FL
69.35
GRATE
69.95
FL
69.46
FL
2.0%
4.4%
3.4%
3.5%
2.0%
2.0%
1.1%
2.0%
1.9%
1.6%
1.6%
1.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
1.9%
2.0%
1.9%
3.5%
2.0%
2.0%
0.9% 2.8% 1.0% 2.7%
LOWER FINISH FLOOR
ELEV = 4970.08
UPPER FINISH FLOOR
ELEV = 4971.25
71.23
TC
71.23
TC
71.23
TC
71.23
TC
71.23
TC
71.00
GRD
71.23
TC
71.23
TC
71.23
TC
PROPOSED STORM
SEWER MANHOLE
1.1%
(70.93)
FL
69.45
(69.45)
69.72
(69.94)
(???)
5.8%
5.5%
2.7%
4.9%
70.35
GRD
4.3%
5.1%
70.08
GRD
GRD:70.06
TS:(71.10)
(69.44)
2.0%
2.4%
71.12
TC/TS
69.97
TC
69.92
TC
69.46
GRATE
2.0%
2.0%
1.5%
1.6%
PROPOSED
AREA INLET
70.08
TC
1.5%
EXISTING DOOR
THRESHOLD
ELEV. = 4971.42
EXISTING DOOR
THRESHOLD
ELEV. = 4971.42
PROPOSED STORM
SEWER UNDER FLOWLINE
PROPOSED
AREA INLET
71.25
FF
PROPOSED TOP BACK
OF VERTICAL CURB
2.0%
5.0%
68.71
FL
70.06
GRD/BW
4.1%
(69.46)
(69.80)
1.0%
2.0%
(3.6%)
69.01
FL
70.24
GRD
EXISTING DOOR
THRESHOLD
ELEV. = 4970.74
EXISTING DOOR
THRESHOLD
ELEV. = 4971.20
3:1
7.2%
2.3%
(7.3%)
(3.0%)
(3.5%)
(71.73)
REMOVE & REPLACE EXISTING
AIR CONDITIONING UNIT FOR
REGRADING IN THIS AREA
(1.7%)
5.0%
71.16
BW
70.01
BW
INSTALL VAPOR/MEMBRANE AGAINST
EXISTING BUILDING AS RECOMMENDED
OR SPECIFIED BY BUILDING ARCHITECT
69.50
(69.68)
68.51
FL
(2.4%)
(3.8%)
(2.8%)
FL
GRD
70.00
GRD
68.19
GRATE
2:1
5.0%
4:1
INSTALL VAPOR/MEMBRANE AGAINST
EXISTING BUILDING AS RECOMMENDED
OR SPECIFIED BY BUILDING ARCHITECT
INSTALL VERTICAL CURB AGAINST
BUILDING AND BASEMENT ENTRANCE
69.16
FL
69.71
FL
6.9%
68.73
FL
13.1%
(70.34)
GRD
1.5%
1.5%
3:1
70.25
GRD
70.86
FL
(69.89)
GRD
5:1
70.00
GRD
SWALE WITH
FL @ 1.5% MIN.
SWALE WITH
FL @ 1.5% MIN.
SWALE WITH
FL @ 1.5% MIN.
CONNECT TO EX. 6' Ø STORM
SEWER MANHOLE
RIM = 4971.36
EX. INV IN = 4963.40 (36" RCP; NW)
EX. INV OUT = 4963.18 (36" RCP; SE)
EX. 6' Ø STORM SEWER MANHOLE
RIM = 4970.41
EX. INV IN = 4963.58 (36" RCP; NW)
INV IN = 4963.76 (15" RCP; NE)
EX. INV IN = 4965.69 (12" RCP; SW)
EX. INV OUT = 4963.51 (36" RCP; SE)
PROPOSED CURB INLET (BY
CITY)
INV IN = 4964.04 (RCP; N)
INV OUT = 4964.04 (RCP; SW)
PROPOSED STORM SEWER MH
RIM = 4971.40
INV IN = 4964.13 (15" RCP; NE)
INV OUT 4964.13 (15" RCP; S)
2:1
1.5%
REPLACE ENTRANCE INTO BASEMENT
(71.00)
(70.97)
(70.63)
(70.11)
70.16
GRD
MATCHLINE
SEE SHEET C401
MATCHLINE
SEE SHEET C401
3:1
6:1
7:1
10:1
9:1
3:1
3:1
68.63
FL
68.83
FL
1.5%
1.5%
5:1
(69.93)
(69.58)
(69.97)
5.0%
EXISTING
SHED
68.28
FL
(69.98)
(70.13)
1.5%
92.08 LF 15" HDPE STORM
SEWER AT 0.5% (PRIVATE)
69.35
FL
PROPOSED RCP STORM SEWER
Sheet
of 10
CONFLUENCE LOT 2 These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
LEGEND:
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOTES:
C400
GRADING PLAN (SOUTH HALF)
VAULT
ELEC
77.71
(77.90)
1.8%
(1.8%)
AC
SEE DETAIL ON
SHEET C401
ST ST ST
SS
SS
SS SS
SS
SS SS
SS
SS SS
SS
SS
SS SS SS
SS SS SS SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS SS
SS
SS SS
SS
SS SS
SS
SS
C
.O.
SS
SS SS SS
SS SS
SS
SS
SS SS
SS SS
CTV
CTV
CTV
CTV
CTV
CTV CTV CTV CTV
CTV CTV
CTV CTV CTV
CTV
CTV CTV
CTV CTV
CTV
CTV CTV
CTV
E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E E
E
E E E E
G G G
G
G G
X
X
X
X
X
X
X
X X
X
X
X
X
X X X X
X
X
X X
X
X
X
M
M
TELE
M
M
AC
AC
POUDRE STREET
(20' ROW) POUDRE STREET
(20' ROW)
409 LINDEN STREET
PROPOSED BUILDING 405 LINDEN STREET
310 WILLOW STREET
6" SS
6" SS
G
G
ELEC
VAULT
E
E E
E
4" SS 4" SS 4" SS 4" SS
4" SS 4" SS 4" SS
4" SS 4" SS 4" SS
4" SS
EX. 24" SANITARY SEWER MAIN
PROPOSED BUILDING
PROPOSED BUILDING
5'
MIN.
5' MIN.
EX. 8" PE SANITARY SEWER @ 0.74%
EXISTING TRANSFORMER TO BE RELOCATED
INTO VAULT ON OPPOSITE SIDE OF POUDRE
STREET WITHIN EXISTING EASEMENT
PROPOSE GAS SERVICES. SEE
MEP PLANS FOR CONTINUATION.
PROPOSED 18.3 LF OF 6" PVC SANITARY SEWER
SERVICE AT 1.0% AT INVERT ELEVATION 4963.49.
SEE PLUMBING PLANS FOR CONTINUATION.
CONNECT BUILDING GREASE INTERCEPTOR
& SAND/OIL INTERCEPTOR INTO PROPOSED
SANITARY SEWER COMMERCIAL SERVICE.
SEE PLUMBING PLANS FOR CONTINUATION.
PRESERVE & PROTECT EXISTING
TREE (TRUNK LOCATED ON
NEIGHBORS PROPERTY) EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. SANITARY SEWER MH
RIM: 4970.68
INV IN: 495712 (NE)
INV OUT: 4957.12 (SE)
EX. SANITARY SEWER MH
RIM: 4968.87
INV OUT: 4963.28 (NW)
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. RIGHT-OF-WAY
CONNECT TO EXISTING GAS
MAIN PER UTILITY COMPANY'S
STANDARDS & REGULATIONS
CONNECT ELECTRIC SERVICE TO
BUILDING SERVICE AT EXISTING
ELECTRIC METER (RE: MEP)
CONNECT VAULT TO
EX. ELECTRIC LINE PER
UTILITY COMPANY'S
SPECIFICATIONS.
PROPOSED
NYLOPLAST INLET
CONNECT TO SAND
FILTER (RE: MEP)
PROPOSED
STORM SEWER
PROPOSED
AREA INLET
APPROX. LOCATION OF RELOCATED
SHED TO BE COORDINATED WITH
ADJACENT PROPERTY OWNER
PROPOSE ELECTRIC SERVICE. SEE
MEP PLANS FOR CONTINUATION.
EXISTING CABLE TELEVISION
PEDESTAL TO BE REMOVED
AND RESPLICED INTO A VAULT
EXISTING CABLE TELEVISION
PEDESTAL TO BE REMOVED
AND RESPLICED INTO A VAULT
REMOVE & REPLACE EXISTING
AIR CONDITIONING UNIT FOR
REGRADING IN THIS AREA
ULTIMATE CURB & GUTTER
PER CITY OF FORT COLLINS
CONNECT TO EXISTING
SANITARY SEWER WITH
8"x6" TEE AT INVERT
ELEVATION 4963.33.
CONNECT TO EXISTING
SANITARY SEWER WITH
8"x6" TEE AT INVERT
ELEVATION 4963.30.
PROPOSED 18.3 LF OF 6" PVC SANITARY SEWER
SERVICE AT 1.0% AT INVERT ELEVATION 4963.52.
SEE PLUMBING PLANS FOR CONTINUATION.
DESIGN FOR PROPOSED SANITARY SEWER
TO BE COMPLETED AS PART OF FINAL PLAN.
EX. SANITARY SEWER MH
RIM: 4971.49
INV IN: 4957.27 (NW)
INV OUT: 4957.19 (SE)
EX. 24" SANITARY SEWER MAIN
EX. 36" RCP
STORM SEWER
PROPOSED AREA INLET
GRATE = 4968.19
INV OUT = 4964.59 (15" RCP; SW)
16.90 LF 15" RCP STORM
SEWER AT 0.5% (PRIVATE)
PROPOSED 15" STORM SEWER @ 0.5% (BY CITY)
EX. 6' Ø STORM SEWER MANHOLE
RIM = 4970.41
EX. INV IN = 4963.58 (36" RCP; NW)
INV IN = 4963.76 (15" RCP; NE)
EX. INV IN = 4965.69 (12" RCP; SW)
EX. INV OUT = 4963.51 (36" RCP; SE)
PROPOSED CURB INLET (BY
CITY)
INV IN = 4964.04 (RCP; N)
INV OUT = 4964.04 (RCP; SW)
PROPOSED STORM SEWER MH
RIM = 4971.40
INV IN = 4964.13 (15" RCP; NE)
INV OUT 4964.13 (15" RCP; S)
92.08 LF 15" HDPE STORM
SEWER AT 0.5% (PRIVATE)
MATCHLINE
SEE SHEET C300
MATCHLINE
SEE SHEET C300
320 WILLOW STREET
316 WILLOW
STREET
CONTRACTOR TO ABANDON IN PLACE
EXISTING SANITARY SEWER SERVICE
CONNECT TO EXISTING
SANITARY SEWER SERVICE
CONNECT TO EXISTING
SANITARY SEWER MAIN
CONFLICT WITH UTILITIES TO BE
DESIGNED DURING FINAL PLAN.
Sheet
of 10
CONFLUENCE LOT 2 These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C301
UTILITY PLAN (NORTH HALF)
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOTES:
LEGEND:
6" SS
2" W
6" F
T
SS
W
VAULT
ELEC
H
Y
D
G
T
ST
FO
DRY UTILITY NOTES
PRESERVE & PROTECT EXISTING ELECTRIC VAULT.
1 PRESERVE & PROTECT EXISTING LIGHT POLE.
KEY NOTES:
PRESERVE & PROTECT EXISTING CABLE VAULT.
2
3
4 PRESERVE & PROTECT EXISTING IRRIGATION VAULT.
5 PROPOSED TREE (RE: LANDSCAPE ARCHITECT)
6 CONNECT TO EXISTING ELECTRIC LINE.
VAULT
ELEC
C
S
T
FO FO FO
FO
FO
FO
T T T
T
T
T T
T
T
T
T
T
T
T T
FO FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO FO FO FO FO FO FO FO
FO
FO
FO FO FO
T
T
T T
T
T
T
T T
T
T
T T T T
T T
T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
X
X
ST
ST
W
W
W
W
W
W
W
W
W W
W W W W W
W
W W
W
W
W W
W
W
W
W
W W W
W
W
W
W
W
W W
W
W
W
W
W W W
W W W
W
W
W W W W
W W
W W W W W
W W W W W W
W
W W W W
W
W
W
W
W
W
W
W
W
X
X
X
X
X
X
ST ST ST ST ST ST ST ST
ST
ST ST ST
ST
ST ST ST
ST
ST ST
ST
ST ST ST ST
ST
ST
ST ST ST ST ST ST
ST
ST ST
ST ST
ST
ST ST ST ST
ST
SS
SS SS
SS
SS SS
SS
SS
SS SS SS
SS SS SS
SS
SS SS
SS SS SS
SS
SS SS
SS
SS
SS
SS
SS
SS SS
SS SS SS
SS
SS
SS
SS SS SS
SS SS SS
SS SS
SS
SS SS SS
SS SS
C
ABLE
TELE
VAULT
CABLE
VAULT
ELEC
W
W
W
CTV CTV CTV CTV
CTV CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV CTV CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
E
E
E E
E
E
E
E
E
E
E E E
E
E
E
E
E
E
E E
E
E E
E
E E
E E E E E E E
E
E
E E
E
E E
E E
E E E
E E
E
E
E
E E E E
E
E E
E
E
E
E E E
E
E
E E E E E E E
E E
E
E E
E E E
E
E E E
E
E
E
E E
E
E
E
E
E E
E
G
G
G
G
G G G G G G
G G
G
G
G
G
G G G G
G
G
G
G G G G G G
G
G
G G
G
G G
G G
G
G
G
IRR
X
X
X
X
X
X
X
X X X X
X
X
X X
M
EX.WATER SERVICE
EX. ASPHALT PATH
EX.WATER
SERVICE
EX.WATER
SERVICE
EX. SIDEWALK
LINDEN STREET
(100' ROW)
WILLOW STREET
(ROW VARIES)
EX. SIDEWALK
EX. SIDEWALK
EXISTING DECK
409 LINDEN STREET
PROPOSED BUILDING 405 LINDEN STREET
6" F
6" F
6" SS 6" SS 6" SS
6" SS 6" SS 6" SS
CTV
G
G
ELEC
VAULT
E
2" W
2" W 2" W
2" W 2" W
2" W
E E
E
E
E
E
E
E E
E
PROPOSED BUILDING
5'
MIN.
5' MIN.
46.3 LF 6" PVC SANITARY
SEWER SERVICE AT 1.0%
46.3 LF 6" PVC SANITARY
SEWER SERVICE AT 1.0%
EX. 12" C900 PVC WATER MAIN
EX. 12" C900 PVC WATER MAIN
EX. 8" PVC SANITARY SEWER @ 0.40%
EX. 36" RCP STORM SEWER @ 1.89%
EX. 6" DIP WATER MAIN
RELOCATE EXISTING CABLE
AMPLIFIER & TELEPHONE BOX
RELOCATE EXISTING
CABLE TELEVISION
PROPOSE GAS SERVICES. SEE
MEP PLANS FOR CONTINUATION.
CONNECT BUILDING GREASE INTERCEPTOR
& SAND/OIL INTERCEPTOR INTO PROPOSED
SANITARY SEWER COMMERCIAL SERVICE.
SEE PLUMBING PLANS FOR CONTINUATION.
RELOCATED
FIRE HYDRANT
REMOVE EX. FIRE HYDRANT
& CONNECT PROPOSE FIRE
SERVICE TO EX. 6" PIPE.
PROPOSED FIRE SERVICE
PRESERVE & PROTECT EXISTING
TREE (TRUNK LOCATED ON
NEIGHBORS PROPERTY) EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. RIGHT-OF-WAY
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. SANITARY SEWER MH
RIM: 4971.86
INV IN: 4956.76 (NW)
INV IN: 4958.03 (NE)
INV IN: 4958.06 (SW)
INV OUT: 4956.68 (SE)
EX. SAN. SEWER MH
RIM: 4968.40
INV IN: 4959.06 (NE)
INV OUT: 4959.01 (SW)
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
CONNECT TO EXISTING GAS
MAIN PER UTILITY COMPANY'S
STANDARDS & REGULATIONS
CONNECT TO EXISTING STORM
SEWER WITH PROPOSED MANHOLE
CONNECT ELECTRIC SERVICE TO
BUILDING SERVICE AT EXISTING
ELECTRIC METER (RE: MEP)
CONNECT VAULT TO
EX. ELECTRIC LINE PER
UTILITY COMPANY'S
SPECIFICATIONS.
1
2
3
PROPOSED
NYLOPLAST INLET
CONNECT TO SAND
FILTER (RE: MEP)
1
4
3
PRESERVE & PROTECT EX.
WATER METER & CURB STOP
2
1
CONNECT INTO EXISTING 12" WATER
MAIN WITH 12"x6" TAPPING SADDLE,
THRUST BLOCK, AND 6" GATE VALVE.
CONNECT TO EXISTING SANITARY
SEWER WITH 8"x6" TEE AT INVERT
ELEVATION 4959.21. CONNECT TO EXISTING SANITARY
SEWER WITH 8"x6" TEE AT INVERT
ELEVATION 4959.22.
PROPOSED
STORM SEWER
1
4
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSE ELECTRIC SERVICE. SEE
MEP PLANS FOR CONTINUATION.
EXISTING CABLE TELEVISION
PEDESTAL TO BE REMOVED
AND RESPLICED INTO A VAULT
REMOVE & REPLACE EXISTING
AIR CONDITIONING UNIT FOR
REGRADING IN THIS AREA
ULTIMATE CURB & GUTTER
PER CITY OF FORT COLLINS
5
5
RELOCATE BANK OF IRRIGATION VAULTS, CONTROLS,
& WATER METER PER CITY OF FORT COLLINS.
PROPOSED 18.3 LF OF 6" PVC SANITARY SEWER
SERVICE AT 1.0% AT INVERT ELEVATION 4963.52.
SEE PLUMBING PLANS FOR CONTINUATION.
PROPOSED SANITARY SEWER
SERVICE AT INVERT ELEVATION
4959.67. SEE PLUMBING PLANS
FOR CONTINUATION.
PROPOSED SANITARY SEWER SERVICE AT INVERT ELEVATION
4959.68. SEE PLUMBING PLANS FOR CONTINUATION.
TWO (2) PROPOSED WATER SERVICES WITH METERS
& CURB STOPS (1 COMMERCIAL, 1 RESIDENTIAL)
CONNECT INTO EX. 12"
WATER MAIN PER CITY'S
STANDARDS &
REGULATIONS
RELOCATE EXISTING
ELECTRIC SERVICE
PROPOSED STORM
SEWER UNDER FLOWLINE
6
MATCHLINE
SEE SHEET C300
MATCHLINE
SEE SHEET C300
MATCHLINE
SEE SHEET C301
MATCHLINE
SEE SHEET C301
PROPOSED RCP STORM SEWER
CONNECT TO EX. 6' Ø STORM
SEWER MANHOLE
RIM = 4971.36
EX. INV IN = 4963.40 (36" RCP; NW)
EX. INV OUT = 4963.18 (36" RCP; SE)
320 WILLOW STREET
Sheet
of 10
CONFLUENCE LOT 2 These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C300
UTILITY PLAN (SOUTH HALF)
LEGEND:
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
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
6" SS
2" W
6" F
T
SS
W
VAULT
ELEC
H
Y
D
G
T
ST
FO
NOTES:
DRY UTILITY NOTES
PRESERVE & PROTECT EXISTING ELECTRIC VAULT.
1 PRESERVE & PROTECT EXISTING LIGHT POLE.
KEY NOTES:
PRESERVE & PROTECT EXISTING CABLE VAULT.
2
3
4 PRESERVE & PROTECT EXISTING IRRIGATION VAULT.
5 PROPOSED TREE (RE: LANDSCAPE ARCHITECT)
6 CONNECT TO EXISTING ELECTRIC LINE.
X
X
X X X X
X
X
X
X
X
X
M
AC
LINDEN STREET
(100' ROW)
EX. SIDEWALK
POUDRE STREET
(20' ROW)
EX. SIDEWALK
WITH PAVERS
NO BUILD EASEMENT
EXISTING DECK
409 LINDEN STREET
405 LINDEN STREET
PROPOSED BUILDING
EX. ASPHALT PATH
WILLOW STREET
(ROW VARIES)
PROPOSED BUILDING
86'
106'
81'
80'
NORTHING: 132265.39
EASTING: 195832.61
(OUTSIDE FACE OF WALL)
NORTHING: 132320.35
EASTING: 195881.56
(OUTSIDE FACE OF WALL)
NORTHING: 132213.15
EASTING: 195888.80
(OUTSIDE FACE OF WALL)
NORTHING: 132272.29
EASTING: 195935.28
(OUTSIDE FACE OF WALL)
NORTHING: 132393.86
EASTING: 195927.83
(OUTSIDE FACE OF WALL)
NORTHING: 132327.25
EASTING: 195897.63
(OUTSIDE FACE OF WALL)
NORTHING: 132400.60
EASTING: 195934.05
(PROPERTY CORNER)
NORTHING: 132276.85
EASTING: 195949.71
(PROPERTY CORNER)
NORTHING: 132332.13
EASTING: 195902.19
(PROPERTY CORNER)
NORTHING: 132318.58
EASTING: 195902.85
(PROPERTY CORNER)
NORTHING: 132211.13
EASTING: 195891.19
(PROPERTY CORNER)
NORTHING: 132258.04
EASTING: 195825.84
(PROPERTY CORNER)
NORTHING: 132320.34
EASTING: 195881.32
(PROPERTY CORNER)
STAIRS
STAIRS
0.29'
0.13'
0.17'
10'
0.17'
0.17'
0.17'
PROPOSED SIDEWALK
(WIDTH VARIES)
7.8'
12'
7.75'
15.6'
8' TYP.
21' TYP.
SEE INSERT ON THIS SHEET
MATCHLINE
PROPOSED 5' WIDE
ASPHALT WALK
EX. RIGHT-OF-WAY
PRESERVE & PROTECT EX.
BLOCK RETAINING WALL
PRESERVE & PROTECT
EXISTING FENCE
PRESERVE &
PROTECT TREE
PRESERVE & PROTECT TREE
PROPOSED TOP BACK
OF VERTICAL CURB
PRESERVE & PROTECT EXISTING
TREE (TRUNK LOCATED ON
NEIGHBORS PROPERTY)
SAWCUT LINE (TYP.)
MATCH INTO
EX. SIDEWALK
MATCH INTO EX. CURB,
EXISTING HANDICAP RAMP (TYP.) GUTTER, & SIDEWALK
MATCH INTO EXISTING
MATCH INTO
EX. SIDEWALK
MATCH INTO EXISTING CURB & GUTTER
SAWCUT LINE (TYP.)
1
PARALLEL PARKING PARALLEL PARKING
13.0'
3.0'
3.0'
PARKING GARAGE EXIT
PARKING GARAGE
ENTRANCE
RECONSTRUCT EXISTING
HANDICAP RAMP IN
ORIGINAL LOCATION
EXISTING PARKING AND
HANDICAP STRIPING TO REMAIN
IN ORIGINAL LOCATION (TYP.)
3.13'
0.29'
0.17' 0.17'
0.17'
9.17'
0.17'
0.17'
1.00'
2.00'
0.13'
CONTRACTOR SHALL REPLACE
EXISTING TIMELINE/PAVERS
WITHIN DEMOLITION AREAS.
CONTRACTOR SHALL REPLACE
EXISTING TREE GRATE IN
ORIGINAL LOCATION
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. PROPERTY LINE
320 WILLOW STREET
EX. FENCE
N41°41'10"E 83.42'
N48°18'50"W 100.00'
S48°18'50"E 106.00'
S41°41'10"W 47.50'
S48°18'50"E 94.00'
S41°41'10"W 122.5'
N54°19'22"W 80.44'
S48°18'50"E 62.75'
S41°41'10"W
4.00'
S48°18'50"E
9.50'
S41°41'10"W 30.50'
EXTEND EX. TIMELINE (RE:
LANDSCAPE ARCHITECT)
RAISED PLANTER (RE:
LANDSCAPE ARCHITECT)
PROPOSED
VERTICAL CURB
2
3.0'
ULTIMATE CURB & GUTTER
PER CITY OF FORT COLLINS
PLANTER AREA
(RE: LANDSCAPE
ARCHITECT)
0.5'
0.5'
2
Sheet
of 10
CONFLUENCE LOT 2 These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
LEGEND:
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
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
INSERT
NOTES:
C200
HORIZONTAL CONTROL PLAN
VAULT
ELEC
1
KEY NOTES:
REMOVE AND RECONSTRUCT IN SAME LOCATION
FIRST 5' OF EXISTING METAL & WOOD RAMP.
STRIPING AND SIGNAGE LEGEND:
1
1
1
2 PROPOSED TREE (RE: LANDSCAPE ARCHITECT)
G
CONTROL
IRR
VAULT
CABLE
ELEC
C
T
C
C
S
T
T T
T
T T T T T T T
T
T T T T T T T
T
T T T
T
T
T
T T
T T T T T T
T
T
T T T
T
T T
T
T
T
T
T
T
T
T
T
T
T T T
T
T
T
T
T
T
T T
T
T
T
T
T T
T
T
T
T
T
T T
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO FO FO FO FO FO
FO
FO FO
FO FO
FO FO
FO
T
T
T
T
T
T
T
T
T
T
T
X
X
X
X
X
X X
X
X
X X
X
X
X
X
X
X X X
X
X
X X
X
X X
X X
X X
X
ST
W
W
W
W
W W W
W
W W W
W
W W W
W
W
W W
W
W
W
X
X X
X
X
X X
X X
X
X
X
X X
X X
X X
X X X
X
X
X
X
X
X
X
ST
ST ST ST ST
ST
ST ST ST ST
ST
ST
SS
SS
SS
SS SS
SS
SS
SS SS
SS
SS
SS
SS SS SS
SS SS SS SS
SS
SS SS
SS SS SS
SS
SS
SS
SS SS
SS
SS
SS SS
SS
SS SS
SS
SS SS
SS
SS
C.O.
SS
SS SS SS
SS SS
SS
SS SS
SS SS
SS
C
ABLE
TELE
VAULT
CABLE
VAULT
ELEC
W
W
W
W
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV CTV CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV CTV CTV CTV
CTV CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
E
E
E
E E
E
E
E
E
E
E E
E E E
E E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E E
E
E E
E
E E E
E E E
E
E
E E
E
E E
E E E E E
E
E
E
E
G
G
G
G
G G G G
G
G
G
G
E
IRR
X
X
X X
X X
X
X
X
X X
X
X
X
X
X X X X
X
X
X X
X X X
M
M
TELE
M
M
AC
AC
AC
E
E
AC
IRR IRR
IRR
IRR
IRR
IRR
IRR IRR IRR IRR
IRR
IRR
IRR IRR IRR IRR IRR
IRR
IRR
IRR IRR
IRR
IRR
IRR
IRR IRR
IRR
IRR IRR
IRR IRR
IRR
IRR
S
D
S
D
S
T
VAULT
ELEC
C
S
VAULT
CABLE
CONTROL
IRR
CONTROL
IRR
H
Y
D
IRR
C
S
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
G
CONTROL
IRR
VAULT
CABLE
ELEC
C
T
C
C
S
T
T T
T
T T T T T T T
T
T T T T T T T
T
T T T
T
T
T
T T
T T T T T T
T
T
T T T
T
T T
T
T
T
T
T
T
T
T
T
T
T T T
T
T
T
T
T
T
T T
T
T
T
T
T T
T
T
T
T
T
T T
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO FO FO FO FO FO
FO
FO FO
FO FO
FO FO
FO
T
T
T
T
T
T
T
T
T
T
T
X
X
X
X
X
X X
X
X
X X
X
X
X
X
X
X X X
X
X
X X
X
X X
X X
X X
X
ST
W
W
W
W
W W W
W
W W W
W
W W W
W
W
W W
W
W
W
X
X X
X
X
X X
X X
X
X
X
X X
X X
X X
X X X
X
X
X
X
X
X
X
ST
ST ST ST ST
ST
ST ST ST ST
ST
ST
SS
SS
SS
SS SS
SS
SS
SS SS
SS
SS
SS
SS SS SS
SS SS SS SS
SS
SS SS
SS SS SS
SS
SS
SS
SS SS
SS
SS
SS SS
SS
SS SS
SS
SS SS
SS
SS
C.O.
SS
SS SS SS
SS SS
SS
SS SS
SS SS
SS
C
ABLE
TELE
VAULT
CABLE
VAULT
ELEC
W
W
W
W
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV CTV CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV CTV CTV CTV
CTV CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
E
E
E
E E
E
E
E
E
E
E E
E E E
E E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E E
E
E E
E
E E E
E E E
E
E
E E
E
E E
E E E E E
E
E
E
E
G
G
G
G
G G G G
G
G
G
G
E
IRR
X
X
X X
X X
X
X
X
X X
X
X
X
X
X X X X
X
X
X X
X X X
M
M
TELE
M
M
AC
AC
AC
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RELOCATE EXISTING CABLE &
TELEPHONE BOXES PER UTILITY
COMPANY'S SPECIFICATIONS.
RELOCATE EXISTING
CABLE TELEVISION
/
/
/
/
/
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EX. SIDEWALK
POUDRE STREET
(20' ROW)
PRESERVE & PROTECT EX.
TELEPHONE PEDESTAL
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. SANITARY SEWER MH
RIM: 4970.68
INV IN: 4957.12 (NE)
INV OUT: 4957.12 (SE)
EX. SANITARY SEWER MH
RIM: 4968.87
INV OUT: 4963.28 (NW)
EX. 8" PE SANITARY SEWER @ 0.74%
EX. SIDEWALK
REMOVE EIXISTING
CONCRETE DRIVEWAY
EX. PROPERTY LINE
DEMOLISH BRICK SHED
NO BUILD EASEMENT
DEMOLISH WOOD SHED
DEMOLISH 1 STORY
STUCCO BUILDING
EXISTING TRANSFORMER TO BE RELOCATED
INTO VAULT ON OPPOSITE SIDE OF POUDRE
STREET WITHIN EXISTING EASEMENT
POUDRE STREET
(20' ROW)
EXISTING CABLE TELEVISION
PEDESTAL TO BE REMOVED
AND RESPLICED INTO A VAULT
EX. TELEPHONE PEDESTAL TO BE
REMOVED & TERMINATED IN PLACE
EX. RIGHT-OF-WAY
EX. RIGHT-OF-WAY
REMOVE & REPLACE EXISTING
AIR CONDITIONING UNIT FOR
REGRADING IN THIS AREA
EXISTING DECK
PRESERVE & PROTECT EX.
BLOCK RETAINING WALL
PRESERVE & PROTECT
EXISTING FENCE
PRESERVE & PROTECT
EXISTING FENCE
409 LINDEN STREET
401 LINDEN STREET 405 LINDEN STREET
320 WILLOW STREET
316 WILLOW
STREET
310 WILLOW STREET
REMOVE EX.
BIKE RACK
REMOVE EXISTING
CONCRETE CHASE
REMOVE EXISTING
CONCRETE PAD
REMOVE EXISTING
CONCRETE PAD
EX. 6" DIP WATER MAIN
EX. ASPHALT PATH
WILLOW STREET
(ROW VARIES)
REMOVE EXISTING CURB
STOP AND WATER METER.
REMOVE EX. ELECTRIC SERVICE AND METER
PER UTILITY COMPANY'S SPECIFICATIONS.
REMOVE
EXISTING TREE
REMOVE TREES (TYP.)
REMOVE EX. FENCE
REMOVE EX. FENCE
REMOVE & REPLACE
EXISTING FENCE
REMOVE EX. FENCE
REMOVE EX. FENCE
REMOVE EX. FENCE
RELOCATE ELECTRIC SERVICE PER
UTILITY COMPANY'S SPECIFICATIONS.
(SEE UTILITY & MEP PLANS)
3
4
2
5 2
6
PRESERVE & PROTECT EX.
WATER METER & CURB STOP
6
4
RELOCATE BANK OF IRRIGATION
VAULTS, CONTROLS, & WATER
METER PER CITY OF FORT COLLINS.
1
3
2
PRESERVE & PROTECT EXISTING
TREE (TRUNK LOCATED ON
NEIGHBORS PROPERTY)
REMOVE EXISTING
CONCRETE PAD
CONTRACTOR SHALL SAVE
& RESTORE ANY DISTURBED
EXISTING PAVERS/TIMELINE
EX. FENCE
REMOVE & REPLACE
EXISTING FENCE
REMOVE EX.
BOLLARDS
REMOVE
GAS METER
REMOVE EX. GAS SERVICE PER
UTILITY COMPANY'S SPECIFICATIONS.
N41°41'10"E 83.42'
N48°18'50"W 100.00'
N41°41'10"E 47.50'
N48°18'50"W
20.00'
N41°41'10"E 47.50'
S48°18'50"E 106.00'
S41°41'10"W 47.50'
S48°18'50"E 94.00'
S41°41'10"W 122.5'
N54°19'22"W 80.44'
REMOVE EXISTING TREE
NEXT TO BUILDING
EXISTING CABLE TELEVISION
PEDESTAL TO BE REMOVED
AND RESPLICED INTO A VAULT
PRESERVE &
PROTECT
EXISTING SHED
MATCHLINE
SEE SHEET C100
MATCHLINE
SEE SHEET C100
9
CONTRACTOR TO ABANDON IN PLACE
EXISTING SANITARY SEWER SERVICE
PRESERVE & PROTECT EXISTING
AIR CONDITIONING UNIT
PRESERVE & PROTECT EXISTING
AIR CONDITIONING UNIT
EX. 8" PE SANITARY SEWER @ 0.74%
11
EX. SANITARY SEWER MH
RIM: 4971.49
INV IN: 4957.27 (NW)
INV OUT: 4957.19 (SE)
EX. STORM SEWER MH
RIM: 4970.41
INV IN: 4963.58 (NW)
INV IN: 4965.69 (SW)
INV OUT: 4963.51 (SE)
EX. 24" PVC SANITARY SEWER
EX. 36" RCP STORM SEWER @ 0.11%
PRESERVE & PROTECT
EXISTING FENCE
PRESERVE & PROTECT
EXISTING FENCE
PRESERVE &
PROTECT TREE
10
Sheet
of 10
CONFLUENCE LOT 2 These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C101
DEMOLITION PLAN (NORTH HALF)
EXISTING CONDITIONS &
LEGEND:
SS
W
CONTROL
IRR
G
T
ST
E
/
/
/
/
/
/
/
/
/
/
C
S
H
Y
D
WV
W
ELEC
E
VAULT
ELEC
C
VAULT
CABLE
T
G
D
S
/ / / / / / / / / / / / / / / / / X / / / / / / / / / / / / / / / /
X
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
1
PRESERVE & PROTECT EXISTING ELECTRIC VAULT.
2 PRESERVE & PROTECT EXISTING LIGHT POLE.
KEY NOTES:
PRESERVE & PROTECT EXISTING CABLE VAULT.
3
REMOVE EXISTING FIRE HYDRANT AND CONNECT
PROPOSED FIRE SERVICE TO EXISTING 6" LATERAL.
(SEE SHEET C300)
4
5
PRESERVE & PROTECT EXISTING WATER VALVE.
6 PRESERVE & PROTECT EXISTING IRRIGATION VAULT.
REMOVE EXISTING SIGN
7
8
REMOVE AND RECONSTRUCT IN SAME LOCATION
FIRST 10' OF EXISTING METAL & WOOD RAMP.
RELOCATE EXISTING SHED. COORDINATE NEW SHED
9 LOCATION WITH OWNER OF 310 WILLOW STREET
NOTES:
10 PRESERVE & PROTECT EXISTING BIKE RACK.
CONTRACTOR TO DISCONNECT EXISTING SANITARY
11 SEWER SERVICE AT MAIN AND ABANDON IN PLACE.
IRR
VAULT
ELEC
VAULT
CABLE
T
C
C
S
T
T T T T
T
T T T T T T T
T
T T T
T
T
T
T
T
T T T
T T T
T T T
T
T T
T
T
T T
T T T
T
T
T
T
T
T
T
T
FO
FO
T T
T
T
T
T T
T
T
T
T
T
T
T T
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO FO FO FO
FO FO FO
FO FO FO FO FO
FO
FO
FO
T
T T
T
T
T
T
T T T
T
T
T
T
T
T T T
T
T
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
T T
T
T
T
T
T
T
X
X
X
X
X
X X
X
X X X
X
X
X X
X X
X X
X
W
W W
W
W
W W
W
W
W
W W
W W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
W
W
W
W
W W
W W W
W W W
W
W W W
W
W W W W W W W W
W
W W W
W
W
W W
X
X
X X X X X
X
X
X
X
X X
X
X X X
X
X
X X
X
X
X
ST ST
ST ST
ST
ST ST ST ST ST ST ST
ST
ST ST ST ST
ST
ST ST ST ST
ST
ST ST ST ST ST
SS SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS SS SS
SS SS SS
SS SS
SS
SS SS SS
SS SS SS
SS SS
SS
SS SS SS
SS
SS
SS SS
SS
SS SS
SS
SS
SS SS
CABLE
TELE
VAULT
CABLE
VAULT
ELEC
W
W
W
W
CTV CTV CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV CTV
CTV
CTV
CTV CTV CTV
CTV CTV
CTV CTV
CTV CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
E
E
E
E
E
E
E
E E
E E
E
E
E E
E
E E E
E E
E
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E E E E
E
E E E E
E E
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E E E
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E E E
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E E
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E E
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E E
E E E E E
E
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E E E E E E E
E E E
E E E
E
E E
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E E
E
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E
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E E
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E
E
G G
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G G G
G
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G G
G
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G G G
G
G
G G
G G
G G G G
G G
G
G G
G G
G
G
G
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G
G
G G
G G G G
G
E
IRR
X X X
X
X X
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X
X X X
X
X
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X
X X X
M
AC
E
E
AC
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR IRR IRR IRR IRR
IRR
IRR
IRR IRR
IRR
IRR
IRR
IRR
IRR
IRR IRR
IRR IRR
S
S
S
T
VAULT
ELEC
C
S
VAULT
CABLE
CONTROL
IRR
CONTROL
IRR
H
Y
D
CONTROL
IRR
C
S
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
G
CONTROL
IRR
VAULT
ELEC
VAULT
CABLE
T
C
C
S
T
T T T T
T
T T T T T T T
T
T T T
T
T
T
T
T
T T T
T T T
T T T
T
T T
T
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T T
T T T
T
T
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T
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T
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FO
FO
T T
T
T
T
T T
T
T
T
T
T
T
T T
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO FO FO FO
FO FO FO
FO FO FO FO FO
FO
FO
FO
T
T T
T
T
T
T
T T T
T
T
T
T
T
T T T
T
T
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T T
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T
T
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T T
T
T
T
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T
T
X
X
X
X
X
X X
X
X X X
X
X
X X
X X
X X
X
W
W W
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W W
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W W
W W W
W W
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W W W
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W W W
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W
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X
X
X X X X X
X
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X X
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ST ST
ST ST
ST
ST ST ST ST ST ST ST
ST
ST ST ST ST
ST
ST ST ST ST
ST
ST ST ST ST ST
SS SS
SS
SS
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SS
SS
SS SS
SS
SS
SS
SS SS SS
SS SS SS
SS SS
SS
SS SS SS
SS SS SS
SS SS
SS
SS SS SS
SS
SS
SS SS
SS
SS SS
SS
SS
SS SS
CABLE
TELE
VAULT
CABLE
VAULT
ELEC
W
W
W
W
CTV CTV CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV CTV
CTV
CTV
CTV CTV CTV
CTV CTV
CTV CTV
CTV CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
E
E
E
E
E
E
E
E E
E E
E
E
E E
E
E E E
E E
E
E
E
E
E
E
E E E E
E
E E E E
E E
E
E E E
E
E
E
E
E E E
E
E
E
E
E E
E
E
E
E E
E
E
E
E E
E E E E E
E
E
E
E E E E E E E
E E E
E E E
E
E E
E
E
E
E
E E
E
E
E
E
E
E
E E
E
E
E
E
E
G G
G
G G G
G
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G G
G
G
G G G
G
G
G G
G G
G G G G
G G
G
G G
G G
G
G
G
G
G
G
G G
G G G G
G
E
IRR
X X X
X
X X
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M
AC
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RELOCATE EXISTING CABLE &
TELEPHONE BOXES PER UTILITY
COMPANY'S SPECIFICATIONS.
RELOCATE EXISTING
CABLE TELEVISION
/
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LINDEN STREET
(100' ROW)
EX. SIDEWALK
POUDRE STREET
(20' ROW)
EX. 12" C900 PVC WATER MAIN
EX. 12" C900 PVC WATER MAIN
PRESERVE & PROTECT EX.
TELEPHONE PEDESTAL
EX. PROPERTY LINE
PRESERVE & PROTECT EX.
CABLE TELEVISION VAULT
EX.WATER SERVICE
EX. RIGHT-OF-WAY
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. SAN. SEWER MH
RIM: 4968.40
INV IN: 4959.06 (NE)
INV OUT: 4959.01 (SW)
EX. SANITARY SEWER MH
RIM: 4968.87
INV OUT: 4963.28 (NW)
EX. 8" PE SANITARY SEWER @ 0.74%
REMOVE EXISTING
CONCRETE CHASE
WITH SIDEWALK
CULVERT
EX.WATER
SERVICE
EX.WATER
SERVICE
EX. 8" PVC SANITARY SEWER @ 0.40%
EX. 36" RCP STORM SEWER @ 1.89%
EX. SIDEWALK
REMOVE EIXISTING
CONCRETE DRIVEWAY
DEMOLISH BRICK SHED
NO BUILD EASEMENT
DEMOLISH 1 STORY
STUCCO BUILDING
REMOVE & RELOCATE
EXISTING BENCH IF
NECESSARY
EXISTING CABLE TELEVISION
PEDESTAL TO BE REMOVED
AND RESPLICED INTO A VAULT
EX. TELEPHONE PEDESTAL TO BE
REMOVED & TERMINATED IN PLACE
EX. RIGHT-OF-WAY
REMOVE & REPLACE EXISTING
AIR CONDITIONING UNIT FOR
REGRADING IN THIS AREA
EXISTING DECK
PRESERVE & PROTECT EX.
BLOCK RETAINING WALL
PRESERVE & PROTECT
EXISTING FENCE
PRESERVE & PROTECT
EXISTING FENCE
409 LINDEN STREET
401 LINDEN STREET 405 LINDEN STREET
320 WILLOW STREET
REMOVE EX.
BIKE RACK
REMOVE EXISTING
CONCRETE CHASE
REMOVE EXISTING
CONCRETE PAD
REMOVE EXISTING
CONCRETE PAD
EX. 6" DIP WATER MAIN
EX. ASPHALT PATH
WILLOW STREET
(ROW VARIES)
CONTRACTOR TO REMOVE & PLUG
EXISTING 3
4" WATER SERVICE AT THE
MAIN PER CITY OF FORT COLLINS
STANDARDS & REGULATIONS
REMOVE EXISTING CURB
STOP AND WATER METER.
REMOVE EX. ELECTRIC SERVICE AND METER
PER UTILITY COMPANY'S SPECIFICATIONS.
REMOVE
EXISTING TREE
REMOVE TREES (TYP.)
REMOVE EX. FENCE
REMOVE EX. FENCE
REMOVE & REPLACE
EXISTING FENCE
REMOVE EX. FENCE
REMOVE EX. FENCE
RELOCATE ELECTRIC SERVICE PER
UTILITY COMPANY'S SPECIFICATIONS.
(SEE UTILITY & MEP PLANS)
2
3
4
2
5 2
6
7
PRESERVE &
PROTECT EX.
TREE
PRESERVE & PROTECT EX.
WATER METER & CURB STOP
6
4
PRESERVE &
PROTECT EX.
TREE
RELOCATE BANK OF IRRIGATION
VAULTS, CONTROLS, & WATER
METER PER CITY OF FORT COLLINS.
8
1
PRESERVE & PROTECT EX.
WATER METER & CURB STOP
3
2
PRESERVE & PROTECT EXISTING
TREE (TRUNK LOCATED ON
NEIGHBORS PROPERTY)
REMOVE EXISTING
CONCRETE PAD
CONTRACTOR SHALL SAVE
& RESTORE ANY DISTURBED
EXISTING PAVERS/TIMELINE
EX. FENCE
REMOVE & REPLACE
EXISTING FENCE
REMOVE EX.
BOLLARDS
REMOVE
GAS METER
REMOVE EX. GAS SERVICE PER
UTILITY COMPANY'S SPECIFICATIONS.
N41°41'10"E 83.42'
N48°18'50"W 100.00'
S48°18'50"E 106.00'
S41°41'10"W 47.50'
S48°18'50"E 94.00'
S41°41'10"W 122.5'
N54°19'22"W 80.44'
REMOVE EXISTING TREE
NEXT TO BUILDING
CONTRACTOR TO KEEP EXISTING 6"
LATERAL TO FIRE HYDRANT (SEE KEY
NOTE #5 AND SHEET C300)
PRESERVE &
PROTECT
EXISTING SHED
MATCHLINE
SEE SHEET C101
MATCHLINE
SEE SHEET C101
EX. SANITARY SEWER MH
RIM: 4971.49
INV IN: 4957.27 (NW)
INV OUT: 4957.19 (SE)
X. 24" PVC SANITARY SEWER
PRESERVE & PROTECT
EXISTING FENCE
PRESERVE & PROTECT
EXISTING FENCE
PRESERVE &
PROTECT TREE
10
Sheet
of 10
CONFLUENCE LOT 2 These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C100
DEMOLITION PLAN (SOUTH HALF)
EXISTING CONDITIONS &
LEGEND:
SS
W
CONTROL
IRR
G
T
ST
E
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/ / / / / / / / / / / / / / / / / X / / / / / / / / / / / / / / / /
X
NOTES:
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
1
PRESERVE & PROTECT EXISTING ELECTRIC VAULT.
2 PRESERVE & PROTECT EXISTING LIGHT POLE.
KEY NOTES:
PRESERVE & PROTECT EXISTING CABLE VAULT.
3
REMOVE EXISTING FIRE HYDRANT AND CONNECT
PROPOSED FIRE SERVICE TO EXISTING 6" PIPE.
(SEE SHEET C300)
4
5
PRESERVE & PROTECT EXISTING WATER VALVE.
6 PRESERVE & PROTECT EXISTING IRRIGATION VAULT.
REMOVE EXISTING SIGN
7
8
REMOVE AND RECONSTRUCT IN SAME LOCATION
FIRST 10' OF EXISTING METAL & WOOD RAMP.
RELOCATE EXISTING SHED. COORDINATE NEW SHED
9 LOCATION WITH OWNER OF 310 WILLOW STREET
10 PRESERVE & PROTECT EXISTING BIKE RACK.
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 Preliminary Drainage Report for Confluence Lot 2 dated April 19, 2017 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 the City of Fort Collins.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided,
installed, or
constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension
on the as-built record
drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits
and extension agreements
needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact
the Designer and the City of Fort
Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the City of Fort Collins Inspector
at all times. Upon completion
of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The
information shall be as follows:
PROJECT DATUM: NAVD88
BENCHMARK #1: City of Fort Collins Benchmark 3-00 on parapet wall at the northwest end of the Lincoln Ave. Bridge near the Northeast
Corner of Lincoln Ave. and Willow St.
ELEVATION: 4967.33
BENCHMARK #2: City of Fort Collins Benchmark 3-13 approximately 40 ft south of the Linden St. Bridge over the Poudre River, on the west
side of Linden St., on a storm inlet.
ELEVATION: 4962.27
PLEASE NOTE: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their
vertical datums.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18'
BASIS OF BEARINGS
Basis of Bearings is the Northwesterly right-of-way line of Linden Street as bearing S41°41'10" W (assumed bearing) as shown on the plat.
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
GENERAL NOTES:
1. It should be noted that any erosion control plan serves only as a guideline to the Contractor. Staging and/or phasing of Best Management Practices (BMPS) is expected. Additional and/or
different BMPS
from those originally depicted may be necessary during construction due to changing site conditions or as required by local authorities.
2. The Erosion Control Plan is schematic in nature. As such, graphical symbols may not be to scale, nor are they necessarily shown in their exact location.
3. The Contractor shall be responsible for all permitting (city, state discharge permit, etc.) and compliance with governing authorities. It shall be the responsibility of the Contractor
(or Permit Holder) to ensure
erosion control measures are properly maintained and followed.
4. Erosion control practices, site protection, and revegetation methods shall follow city regulations.
5. See landscape plans for additional information on seeding/planting, revegetation, erosion fabric/blankets, irrigation, hardscape and other temporary and permanent site stabilization
methods.
6. Contractor shall implement the appropriate erosion control measures according the the construction sequencing and level of site stabilization.
7. Contractor shall implement appropriate inlet protection for all storm drains, swales, ponds and rain gardens until site is fully stabilized.
8. Inlet protection shall be adapted, as necessary, to the surrounding surface type and condition (i.e., stake-driven wattles for bare soil, sand bags or gravel socks for pavement, etc.)
9. Contractor is responsible for stabilizing all slopes, particularly those steeper than 6:1. Crimp mulching, hydro mulching, erosion mats, temporary irrigation, and additional wattles
or silt fencing may be
necessary to establish vegetative cover and stabilize the slope.
10. Additional wattles, silt fence, or other measures, may be necessary to insure that each building pad is stabilized throughout construction. At no time shall sediment be allowed to
cross the public sidewalks.
11. Construction waste storage (dumpsters) and portable sanitation units (construction toilets) shall be located at least fifty (50) feet from any stormwater inlet, wetland, or drainage
way. Said facilities must be
set in a containment area that will not allow pollutants to directly flow, seep, run off, or be washed into a body of water, wetland or drainage way. Dumpsters shall be located on flat,
stable ground, and
construction toilets shall be staked down.
12. The contractor and all subcontractors will cooperate with the City's Construction Inspectors by ceasing operations when winds are of sufficient velocity to create blowing dust which,
in the Inspector's
opinion, is hazardous to the public health and welfare.
13. See Standard Grading and Erosion and Sediment Control Construction Plan Notes on this sheet for additional erosion control notes.
EROSION CONTROL NOTES:
A. STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control
measures shall be
installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize
wind blown
sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate
construction
operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking
along land contours until
mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for
more than thirty
(30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance
of their
intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and
other public
facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and
walkways are
cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of
the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing.
Any soil stockpile
remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to
the City/County
or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction
sites.
Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all
times take
whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet
away from any
waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary,
as directed
by the City.
B. STREET IMPROVEMENTS 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 Preliminary Drainage Report for Confluence Lot 2 dated April 19, 2017 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. WATERLINE NOTE
1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of construction.
2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure
rating
of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be
covered with a metal
box and tracer wire test lid per City Water Detail 25.
CONSTRUCTION NOTES:
1. The general notes for this project were taken verbatim from the adopted April 1, 2007 adopted LCUASS. Minor spelling corrections were made to those notes and the notes below are intended
to amend
the general notes for the project.
2. Where the General and Construction Notes refer to "Developer" substitute "Contractor".
3. Where the General and Construction Notes refer to "Local Entity" substitute "City of Fort Collins".
4. Contractor to verify specifications with the applicable addendums, revisions, and errata sheets.
PROJECT SPECIFIC NOTES:
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
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
VICINITY MAP
BUILDING ARCHITECT
SITE ENGINEER
SURVEYOR
PROJECT DATUM: NAVD88
BENCHMARK #1: City of Fort Collins Benchmark 3-00 on parapet wall at the northwest
end of the Lincoln Ave. Bridge near the Northeast Corner of Lincoln Ave. and Willow St.
ELEVATION: 4967.33
BENCHMARK #2: City of Fort Collins Benchmark 3-13 approximately 40 ft south of the
Linden St. Bridge over the Poudre River, on the west side of Linden St., on a storm inlet.
ELEVATION: 4962.27
PLEASE NOTE: This plan set is using NAVD88 for a vertical datum. Surrounding
developments have used NGVD29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be
used: NGVD29 Unadjusted = NAVD88 - 3.18'
BASIS OF BEARINGS
Basis of Bearings is the Northwesterly right-of-way line of Linden Street as bearing
S41°41'10" W (assumed bearing) as shown on the plat.
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
SHEET INDEX
DEVELEPOR
C000 COVER SHEET
C001 GENERAL & CONSTRUCTION NOTES
SUBDIVISION PLAT (FOR REFERENCE ONLY)
C100 EXISTING CONDITIONS & DEMOLITION PLAN (SOUTH HALF)
C101 EXISTING CONDITIONS & DEMOLITION PLAN (NORTH HALF)
C200 HORIZONTAL CONTROL PLAN
C300 UTILITY PLAN (SOUTH HALF)
C301 UTILITY PLAN (NORTH HALF)
C400 GRADING PLAN (SOUTH HALF)
C401 GRADING PLAN (NORTH HALF)
C500 DRAINAGE PLAN
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power-- Rob Irish (970) 224-6167
CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------Centurylink------------------------------- Bill Johnson (970) 490-7501
WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
WASTEWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
** The underground utility locates 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.
AU Workshop
405 Linden Street
Fort Collins, Colorado 80524
(970) 430-5220
ENGINEER ING
N O R T H E RN
ENGINEER ING
N O R T H E RN
Confluence LLC
6950 South Jordan Road
Centennial, Colorado 80112
(303) 386-9223
ORIGINAL FIELD SURVEY
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 998-003
DATE: OCTOBER 2016