HomeMy WebLinkAboutTHE DISTRICT @ CAMPUS WEST - PDP - PDP120003 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSW. PLUM ST.
SHIELDS ST.
MULBERRY ST.
TAFT HILL RD.
ELIZABETH ST.
W. PROSPECT RD.
MOUNTAIN AVE.
PROJECT
SITE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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DEVELOPER/APPLICANT
CONTACT INFORMATION
PROJECT TEAM:
Ripley Design, Inc.
Linda Ripley, ASLA, ULI, RLA
401 West Mountain Avenue
Fort Collins, Colorado 80521
(970) 224-5828
Ft. Collins Student Housing, LLC
Derek Anderson
1302 Waugh Drive, Suite 305
Houston, TX 77019
(832) 236-0400
GAS----------------- Xcel Energy----------------------------- Randy Needens (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152
CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------Centurylink------------------------------- William Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700
WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700
STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700
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.
JANUARY, 2012
SHEET INDEX
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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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No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
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NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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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C001
CONSTRUCTION NOTES
PRELIMINARY GENERAL AND N.A.
W. PLUM STREET ���
������
CITY PARK AVENUE
S. SHIELDS ST.
W. ELIZABETH STREET
N
VICINITY MAP
NTS
BAYSTONE DRIVE
W. LAUREL ST.
WAGNER DRIVE
SITE
MAINTENANCE GUARANTEE:
The undersigned hereby warrants and guarantees to the City of Fort Collins, 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
constructed under the authority of this Plat. This warranty and guarantee is made in accordance with the City of Fort Collins 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 undersigned 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 undersigned 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 undersigned 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 undersigned. 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 undersigned.
REPAIR GUARANTEE:
In consideration of the approval of this final plat and other valuable consideration, the undersigned does hereby agree to hold the City of
Fort Collins, Colorado, harmless for a five (5) year period, commencing upon the date of completion and first acceptance by the city of the
improvements constructed under the authority 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 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 undersigned warrants that he/she owns fee simple title to the property shown hereon and agrees that the City of Fort Collins
shall not be liable to the undersigned 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.
The obligations of the undersigned pursuant to the “Maintenance Guarantee” and “Repair Guarantee” provisions set forth above may not be
assigned or transferred to any other person or entity unless the warranted improvements are completed by, and a Letter of Acceptance of the
warranted improvements is received from the city by, such other person or entity.
NOTICE OF OTHER DOCUMENTS:
All persons take notice that the Developer and/or Owner has executed certain documents pertaining to this Development which create
certain rights and obligations of the Development, the Developer and/or subsequent Owners of all or portions of the Development site,
many of which obligations constitute promises and covenants which 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 of Fort Collins 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
FND #4 REBAR,
NO CAP
BLUEBELL ST. (50' ROW)
ASTER ST. (50' ROW)
CITY PARK AVE. (50' ROW)
W. PLUM STREET (ROW VARIES)
5' UTILITY
EASEMENT 5' UTILITY
EASEMENT
SUNSTONE I CONDOMINIUMS
ZETA TAU ALPHA
FRATERNITY
KAPPA KAPPA
GAMMA
FRATERNITY
TAU OF GAMMA
PHI BETA
SORORITY
TAU OF GAMMA
PHI BETA
SORORITY
N89�15'49"W 250.57'
S00�55'55"W
9.83'
N89�11'55"W 99.43'
N00�49'10"E
10.00'
N89�11'55"W 119.34'
N00�27'00"E 164.60'
719.99'
S00�41'38"W 165.13'
N88�59'32"W 200.37'
N89�04'05"W
49.56'
S00�32'00"W 175.97'
N88�59'32"W 200.41'
N00�41'38"E 175.30'
S89�11'00"E S89�11'00"E 199.91'
668.27'
156.24'
3.5' ADDITIONAL
RIGHT-OF-WAY TO
BE DEDICATED BY
THIS PLAT
N88�59'32"W
ADDITIONAL
RIGHT-OF-WAY TO
BE DEDICATED
BY THIS PLAT
6.5' ADDITIONAL
RIGHT-OF-WAY TO
BE DEDICATED BY
THIS PLAT
ADDITIONAL
RIGHT-OF-WAY TO
BE DEDICATED
BY THIS PLAT
200.38'
11.50'
11.50'
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8" SS 8" SS
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CITY PARK AVENUE
(50' ROW)
WEST PLUM STREET
(ROW VARIES)
WEST PLUM STREET
(ROW VARIES)
BUILDING 1 BUILDING 1
CITY PARK AVENUE
E
XISTING DAISY STREET TO BE
VACATED
(50' ROW)
FIRE COURTYARD
POOL/COURTYARD
CABANA
ENTRY
ENTRY
GARAGE
ENTRY
ENTRY
ENTRY
ENTRY
COMPACTOR
TRASH &
ENTRY
ENTRY
5' UTILITY ESMT.
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X
X
X
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X
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X
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X X X
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OHE OHE
OHE OHE
X
X
X X
X
X
X
X X
X X
X
X
X
X
WEST PLUM STREET
(ROW VARIES) WEST PLUM STREET
(ROW VARIES)
BLUEBELL STREET
SCOTT AVENUE
(25' ROW)
BUILDING 2
BUILDING 3
COURTYARD
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
TRASH &
COMPACTOR
GARAGE
ENTRY
ENTRY
ENTRY
5' UTILITY ESMT.
EXISTING
50' ROW
11.5' ADDITIONAL
ROW (SEE PLAT)
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CTV CTV
X
X
X
TELE
X X
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OHE OHE OHE OHE
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8" SS 8" SS
X X
WV
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ELEC
ELEC
ST ST ST ST ST
ST ST ST ST ST
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X X
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8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
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ST ST ST ST ST
X
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BUILDING 1
FFE=5036.80
BUILDING 1
FFE=5034.30
BUILDING 1
FFE=5035.30
BUILDING 2
5033.34
CITY PARK AVENUE
CO
CO
CO CO
CO
CO
FIRE
CITY PARK AVENUE
(50' ROW)
WEST PLUM STREET
(ROW VARIES) WEST PLUM STREET
(ROW VARIES)
ADDITIONAL ROW
WIDTH VARIES
(SEE PLAT)
40' EXIST. ROW
50' EXIST. ROW
M
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M
M
X
X
X
�.�.
�.�.
�.�.
X
�.�.
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X
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OHE OHE OHE OHE OHE
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OHE OHE OHE OHE
OHE OHE OHE
OHE OHE
OHE OHE
X
X
X X
X
X
X
X X
X X
ST ST ST ST ST ST
X
X
X
ST ST
ST
X
BUILDING 2
5033.34
BUILDING 3
FFE=5031.34
CO
CO
FFE=5033.00
WEST PLUM STREET
(ROW VARIES)
WEST PLUM STREET
(ROW VARIES)
ASTER STREET
(50' ROW)
BLUEBELL STREET
(50' ROW)
11.5' ADDITIONAL
ROW (SEE PLAT)
6.5' ADDITIONAL
ROW (SEE PLAT)
66' EXIST. ROW
50' EXIST. ROW
XX
ASTER STREET
W. PLUM STREET
BUILDING 3
50' ROW
33'
{}-{}
8' SIDEWALK 5.5' PARKWAY
(1113)
CAMBRIDGE
HOUSE LOFTS
(733)
TAU OF GAMMA PHI BETA
SORORITY INC.
(728)
TAU OF GAMMA PHI BETA
(729) SORORITY INC.
KAPPA KAPPA GAMMA
FRATERNITY
5020
5025
5030
5035
5040
5020
5025
5030
5035
5040
12+50 12+00 11+00 10+00 9+50
5020
5025
5030
5035
5040
5045
5020
5025
5030
5035
5040
5045
12+50 12+00 11+00 10+00 9+50
5020
5025
5030
5035
5040
5045
5020
5025
5030
5035
5040
5045
12+50 12+00 11+00 10+00 9+50
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
X
BLUEBELL STREET
W. PLUM STREET
BUILDING 3
BUILDING 2
50'
ROW
30'
{}-{}
50'
ROW
8' SIDEWALK
5.5' PARKWAY
8' SIDEWALK
5.5' PARKWAY
(1113)
CAMBRIDGE
HOUSE LOFTS
(700)
SUNSTONE
CONDOMINIUMS
(1225)
ZETA TAU ALPHA
FRATERNITY
40.71'
{}-{}
6.5' ADDITIONAL 50' EXIST. ROW
ROW (SEE PLAT)
11.5' ADDITIONAL 40' EXIST. ROW
ROW (SEE PLAT)
5015
5020
5025
5030
5035
5040
5015
5020
5025
5030
5035
5040
13+75 13+00 12+00 11+00 10+00 9+50
5015
5020
5025
5030
5035
5040
5015
5020
5025
5030
5035
5040
13+75 13+00 12+00 11+00 10+00 9+50
5015
5020
5025
5030
EXISTING CAMBRIDGE HOUSE APARTMENTS
40' ROW
20' %%p {}-20' %%p -{}
6'
BIKE
6'
BIKE
14' TRAVEL 14' TRAVEL
40' %%p {}-{}
EXISTING CAMBRIDGE HOUSE APARTMENTS
8'
BIKE
8'
BIKE
EXISTING 40' ROW
12' 20' TRAVEL {}-12' 20' TRAVEL -{}
40' {}-{}
(4%) (2.5%)
(4%) (2.5%)
EXIST. EXIST.
EXIST. EXIST.
11.5'
ADD. ROW
DIMENSION
VARIES
DISTRICT AT CAMPUS WEST
5.5' PARKWAY
6'
(12.5' MIN.)
(103' MAX)
EXISTING SINGLE FAMILY HOUSE
5' MIN.
40' ROW
20' %%p {}-20' %%p -{}
6'
BIKE
6'
BIKE
14' TRAVEL 14' TRAVEL
40' %%p {}-{}
8'
BIKE
8'
BIKE
EXISTING 40' ROW
12' 20' TRAVEL {}-12' 20' TRAVEL -{}
40' {}-{}
(4%) (2.5%)
EXIST. EXIST.
ADD. ROW
WIDTH
VARIES
DIMENSION
VARIES
(4%) (1.5%)
EXIST. EXIST.
DISTRICT AT CAMPUS WEST
5.5' PARKWAY
6'
(7' MIN.)
OHE OHE OHE OHE OHE
OHE OHE OHE OHE
ST ST ST ST ST
ST ST ST ST ST
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FIRE
1
1.70 ac
CO
CO
CO CO
CO
CO
CITY PARK AVENUE
BUILDING 1
FFE=5036.80
BUILDING 1
FFE=5034.30
BUILDING 2
FFE=5033.34
CITY PARK AVENUE
(50' ROW)
WEST PLUM STREET
(ROW VARIES) WEST PLUM STREET
(ROW VARIES)
6.5' ADDITIONAL
ROW (SEE PLAT)
ADDITIONAL ROW
WIDTH VARIES
(SEE PLAT)
40' EXIST. ROW
50' EXIST. ROW
50' EXIST. ROW
66' EXIST. ROW
3.5' ADDITIONAL
ROW (SEE PLAT)
1
10.0' DRAINAGE
EASEMENT
4.0' DRAINAGE
EASEMENT
EXISTING DAISY STREET TO BE
VACATED
(50' ROW)
(1205)
(1303)
KIEL FAMILY
LIMITED
PARTNERSHIP
(1307)
DERNBERG,
ANN R.
(1311)
TAN,
SHIRLEE
4' MIN. WIDTH
24" MIN.
36" MAX.
2" MIN.
12" MAX. PONDING
OVER FFE
VARIES
NOTES:
�
�.�.
�.�.
�.�.
�.�.
�.�.
OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE
OHE OHE OHE OHE
OHE OHE OHE
OHE OHE
OHE OHE
ST ST ST ST ST ST
ST ST
ST
2
1.20 ac
3
0.91 ac
CO
CO
SCOTT AVENUE
BUILDING 2
FFE=5033.34
BUILGING 3
FFE=5031.34
FFE=5033.00
WEST PLUM STREET
(ROW VARIES)
WEST PLUM STREET
(ROW VARIES)
ASTER STREET
(50' ROW)
BLUEBELL STREET
(50' ROW)
11.5' ADDITIONAL
ROW (SEE PLAT)
6.5' ADDITIONAL
ROW (SEE PLAT)
66' EXIST. ROW
50' EXIST. ROW
40' EXIST. ROW
FFE=5032.00
2
1
3
4.0' DRAINAGE
EASEMENT
(1201)
(1205)
(809)
(813)
(1113)
CAMBRIDGE
HOUSE LOFTS
(733)
TAU OF GAMMA PHI BETA
SORORITY INC.
(728)
TAU OF GAMMA PHI BETA
SORORITY INC.
(700)
SUNSTONE CONDOMINIUMS
(1225)
ZETA TAU ALPHA
FRATERNITY
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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
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C601
DRAINAGE EXHIBIT
PRELIMINARY
K. Brazelton
K. Brazelton
1"=30'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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��� ����'� �����.
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( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
NORTH
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
PROPOSED CONTOURS
80
79
EXISTING TREES
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED SWALE
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED EASEMENT
A
A
1.23 ac
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
PROPOSED DETENTION PLANTER
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED ENHANCED PAVING
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED STORM MANHOLE
NOTES:
1.REFER TO THE "PRELIMINARY DRAINAGE & EROSION CONTROL REPORT FOR THE DISTRICT AT CAMPUS WEST' BY NORTHERN ENGINEERING, DATED JANUARY 25, 2012 FOR ADDITIONAL INFORMATION.
DETENTION POND SUMMARY
VOLUME REQ'D (ac-ft) VOLUME PROVIDED (ac-ft) DETENTION METHOD WATER QUALITY METHOD
BASIN 1 0.16 0.17 DETENTION PLANTER PLD SOIL SECTION WITHIN DETENTION PLANTER
BASIN 2 0.09 0.09 DETENTION VAULT W/IN BUILDING 2 INTERNAL SAND/OIL SEPARATOR WITH STORM SEWER STRUCTURE EQUIPPED WITH SNOUT
BASIN 3 0.06 0.12 DETENTION PLANTER PLD SOIL SECTION WITHIN DETENTION PLANTER
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(�����)
C10 C100
10-��
T�
(���)
100-��
T�
(���)
Q10
(���)
Q100
(���)
1 1 1.70 0.82 1.00 7.9 7.6 5.9 14.6
2 2 1.20 0.85 1.00 8.6 8.2 4.1 10.0
3 3 0.91 0.79 0.99 5.4 5.0 3.5 9.0
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C600 C601
FLOW-THROUGH DETENTION PLANTER
{NTS}
MATCHLINE-SEE SHEET C600
(1315)
PANDO,
MATTHEW PAUL
(1319)
PANDO,
MATTHEW PAUL
(1323)
PANDO,
MATTHEW PAUL
(700)
SUNSTONE CONDOMINIUMS (700)
SUNSTONE CONDOMINIUMS
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
BUILDING 1
FFE=5035.30
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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
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C600
DRAINAGE EXHIBIT
PRELIMINARY
K. Brazelton
K. Brazelton
1"=30'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
NORTH
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
PROPOSED CONTOURS
80
79
EXISTING TREES
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED SWALE
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED EASEMENT
A
A
1.23 ac
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
PROPOSED DETENTION PLANTER
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED ENHANCED PAVING
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED STORM MANHOLE
NOTES:
1.REFER TO THE "PRELIMINARY DRAINAGE & EROSION CONTROL REPORT FOR THE DISTRICT AT CAMPUS WEST' BY NORTHERN ENGINEERING, DATED JANUARY 25, 2012 FOR ADDITIONAL INFORMATION.
DETENTION POND SUMMARY
VOLUME REQ'D (ac-ft) VOLUME PROVIDED (ac-ft) DETENTION METHOD WATER QUALITY METHOD
BASIN 1 0.16 0.17 DETENTION PLANTER PLD SOIL SECTION WITHIN DETENTION PLANTER
BASIN 2 0.09 0.09 DETENTION VAULT W/IN BUILDING 2 INTERNAL SAND/OIL SEPARATOR WITH STORM SEWER STRUCTURE EQUIPPED WITH SNOUT
BASIN 3 0.06 0.12 DETENTION PLANTER PLD SOIL SECTION WITHIN DETENTION PLANTER
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(�����)
C10 C100
10-��
T�
(���)
100-��
T�
(���)
Q10
(���)
Q100
(���)
1 1 1.70 0.82 1.00 7.9 7.6 5.9 14.6
2 2 1.20 0.85 1.00 8.6 8.2 4.1 10.0
3 3 0.91 0.79 0.99 5.4 5.0 3.5 9.0
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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
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KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C600 C601
MATCHLINE-SEE SHEET C601
(18' MAX.)
(4.5' MIN.)
(81' MAX.)
EXISTING SINGLE FAMILY HOUSE
13' MIN.
EXISTING SINGLE FAMILY HOUSE EXISTING SINGLE FAMILY HOUSE
50' ROW
20' %%p {}-20' %%p -{}
7'
PARK
7'
13' TRAVEL 13' TRAVEL PARK
40' %%p {}-{}
DIMENSION
VARIES
DIMENSION
VARIES
7'
PARK
7'
PARK
EXISTING 50' ROW
15' {}-
15' -{}
16' TRAVEL
30' {}-{}
3% 3%
(3%) (3%)
PROP. PROP.
EXIST. EXIST.
DISTRICT AT CAMPUS WEST
DISTRICT AT CAMPUS WEST
5.5' PARKWAY
6'
5.5' PARKWAY
6'
(8' MIN.)
(13' MAX.)
(10' MIN.)
(25' MAX.)
EXISTING SINGLE FAMILY HOUSE
EXISTING SINGLE FAMILY HOUSE
50' ROW
20' %%p {}-20' %%p -{}
7'
PARK
7'
13' TRAVEL 13' TRAVEL PARK
40' %%p {}-{}
DIMENSION VARIES 7'
PARK
EXISTING 50' ROW
19' TRAVEL
33' {}-{}
20' {}-
7'
PARK
(1.5%) (3%)
1.5%
5.00
PROP.
EXIST. EXIST.
DISTRICT AT CAMPUS WEST
5.5' PARKWAY
6'
(10' MIN.)
(35' MAX)
20' MIN.
EXISTING SINGLE FAMILY HOUSE
50' ROW
20' %%p {}-20' %%p -{}
6'
BIKE
6'
14' TRAVEL 14' TRAVEL BIKE
40' %%p {}-{}
(4%) (3%)
EXIST. EXIST.
DIMENSION VARIES
DIMENS
ION
8'
BIKE
8'
BIKE
EXISTING 50' ROW
12' 20' TRAVEL {}-12' 20' TRAVEL -{}
40' {}-{}
6.5' ADD. ROW
DIMENSION VARIES
(4%) (3%)
EXIST. EXIST.
DISTRICT AT CAMPUS WEST
5.5' PARKWAY
6'
(8' MIN.)
(18' MAX)
5.5'
(MIN.)
EXISTING SINGLE FAMILY HOUSE
50' ROW
24' %%P {}-24' %%P -{}
10'
PARK
10'
14' TRAVEL 14' TRAVEL PARK
48' %%P {}-{}
30' MIN.
EXISTING SINGLE FAMILY HOUSE
8'
BIKE
8'
BIKE
EXISTING 50' ROW
12' 20' TRAVEL {}-12' 20' TRAVEL -{}
40' {}-{} DIMENSION
VARIES
DISTRICT AT CAMPUS WEST
3.5' PARKWAY
5'
3.5' ADD. ROW
(3' MIN.)
(9' MAX)
C502
ROADWAY SECTIONS
PRELIMINARY K. Brazelton
K. Brazelton
NTS
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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
PROPOSED SECTION AT BUILDING 3
PLUM STREET
BLUEBELL STREET
BLUEBELL STREET
ASTER STREET
ASTER STREET
NTS EXISTING SECTION NTS
PLUM STREET
EXISTING SECTION AT BUILDING 3 NTS
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
T���� �������� ���
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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
���.�������������������.���
PLUM STREET
PLUM STREET
PROPOSED SECTION AT BUILDING 2
EXISTING SECTION AT BUILDING 2 NTS
PLUM STREET
PLUM STREET
EXISTING SECTION AT BUILDING 1 NTS
CITY PARK AVENUE
CITY PARK AVENUE
EXISTING SECTION NTS
5035
5040
5015
5020
5025
5030
5035
5040
13+75 13+00 12+00 11+00 10+00 9+50
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
T���� �������� ���
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�������� �� N�������
E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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
���.�������������������.���
C501
ROADWAY PLAN & PROFILE
PRELIMINARY BLUEBELL STREET
K. Brazelton
K. Brazelton
1"=30'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
NORTH
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
T���� �������� ���
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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
���.�������������������.���
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C501
RIGHT FLOWLINE
BLUEBELL STREET
SCALE : 1" = 30' (H) 1" = 5' (V)
CENTERLINE
BLUEBELL STREET
SCALE : 1" = 30' (H) 1" = 5' (V)
LEFT FLOWLINE
BLUEBELL STREET
SCALE : 1" = 30' (H) 1" = 5' (V)
BLUEBELL STREET
EXISTING POWER POLE
EXISTING TREES
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
D H Y
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
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.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
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.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET.
5.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET
REPAIR STANDARDS.
8.SEE SHEET C502 FOR TYPICAL STREET SECTIONS
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE CROSSPAN
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED DETENTION PLANTER
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED ROW
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED EASEMENT
PROPOSED ENHANCED PAVING
PROPOSED SLOPE
EXISTING SLOPE
0.50%
(0.51%)
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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
���.�������������������.���
C500
ROADWAY PLAN & PROFILE
PRELIMINARY ASTER STREET
K. Brazelton
K. Brazelton
1"=30'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
T���� �������� ���
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�������� �� N�������
E���������� S�������, I��.
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��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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
���.�������������������.���
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C500
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
NORTH
ASTER STREET
RIGHT FLOWLINE
ASTER STREET
SCALE : 1" = 30' (H) 1" = 5' (V)
CENTERLINE
ASTER STREET
SCALE : 1" = 30' (H) 1" = 5' (V)
LEFT FLOWLINE
ASTER STREET
SCALE : 1" = 30' (H) 1" = 5' (V)
EXISTING POWER POLE
EXISTING TREES
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
D H Y
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
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.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
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.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET.
5.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET
REPAIR STANDARDS.
8.SEE SHEET C502 FOR TYPICAL STREET SECTIONS
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE CROSSPAN
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED DETENTION PLANTER
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED ROW
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED EASEMENT
PROPOSED ENHANCED PAVING
PROPOSED SLOPE
EXISTING SLOPE
0.50%
(0.51%)
40'
11.5' ADDITIONAL EXIST. ROW
ROW (SEE PLAT)
40' EXIST. ROW
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
TRASH &
COMPACTOR
GARAGE
ENTRY
ENTRY
ENTRY ENTRY
SCOTT AVENUE
(25' ROW)
(1201)
(1205)
(809)
(813)
(1113)
CAMBRIDGE
HOUSE LOFTS
(733)
TAU OF GAMMA PHI BETA
SORORITY INC.
(728)
TAU OF GAMMA PHI BETA
SORORITY INC.
(700)
SUNSTONE CONDOMINIUMS
(1225)
ZETA TAU ALPHA
FRATERNITY
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
FFE=5032.00
(729)
KAPPA KAPPA GAMMA
FRATERNITY
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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
���.�������������������.���
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
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.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE.
3.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.THE PROPOSED PAVEMENT PATCHES WITHIN WEST PLUM STREET AND CITY PARK AVENUE SHALL BE THE DEPTH OF THE EXISTING PAVEMENT PLUS 1-INCH.}
NORTH
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONTOURS
80
TBC - 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
EXISTING TREES
PROPOSED ASPHALT PATCH OR OVERLAY
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED SWALE
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED SITE LIGHTING
PROPOSED SIGN
PROPOSED EASEMENT
PROPOSED DETENTION PLANTER
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED ENHANCED PAVING
PROPOSED ROW
PROPOSED ENTRY RAMP
PROPOSED ENTRY STEPS
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED STORM MANHOLE
PEDESTRIAN ACCESS RAMP
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C400 C401
C401
GRADING PLAN
PRELIMINARY
K. Brazelton
K. Brazelton
1"=30'
MATCHLINE-SEE SHEET C400
50' EXIST. ROW
66' EXIST. ROW
3.5' ADDITIONAL
ROW (SEE PLAT)
ENTRY
ENTRY
GARAGE
ENTRY
ENTRY
ENTRY
ENTRY
COMPACTOR
TRASH &
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
EXISTING DAISY STREET TO BE
VACATED
(50' ROW)
(1205)
(1303)
KIEL FAMILY
LIMITED
PARTNERSHIP
(1307)
DERNBERG,
ANN R.
(1311)
TAN,
SHIRLEE
(1315)
PANDO,
MATTHEW PAUL
(1319)
PANDO,
MATTHEW PAUL
(1323)
PANDO,
MATTHEW PAUL
(700)
SUNSTONE CONDOMINIUMS
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
ENTRY
EGRESS
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
T���� �������� ���
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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
���.�������������������.���
C400
GRADING PLAN
PRELIMINARY
K. Brazelton
K. Brazelton
1"=30'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
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.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE.
3.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.THE PROPOSED PAVEMENT PATCHES WITHIN WEST PLUM STREET AND CITY PARK AVENUE SHALL BE THE DEPTH OF THE EXISTING PAVEMENT PLUS 1-INCH.}
NORTH
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONTOURS
80
TBC - 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
EXISTING TREES
PROPOSED ASPHALT PATCH OR OVERLAY
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED SWALE
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED SITE LIGHTING
PROPOSED SIGN
PROPOSED EASEMENT
PROPOSED DETENTION PLANTER
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED ENHANCED PAVING
PROPOSED ROW
PROPOSED ENTRY RAMP
PROPOSED ENTRY STEPS
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED STORM MANHOLE
PEDESTRIAN ACCESS RAMP
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
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
01/25/12
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
���.�������������������.���
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C400 C401
MATCHLINE-SEE SHEET C401
X X X
X X
�.�.
�
OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE
OHE OHE OHE OHE
OHE OHE OHE
OHE OHE
OHE OHE
X
X
X X
X
X
X
X X
WV
WV
WV
WV
�
�
�
�
�
�
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
X X
WV
ELEC
TELE
ELEC
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
ST ST ST ST ST ST
X
X
X
�
�
�
8" SS 8" SS
WV
CTV
VAULT
F.O.
CTV
CTV CTV CTV
CTV CTV CTV CTV
CTV
CTV
CTV
CTV
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
G G
G
G
G
G
G G
E
E
E E E
E E E
E E E E
E E E E
E E E
E E E
20" W 20" W
20" W
20" W 20" W
20" W 20" W
20" W 20" W
20" W
20" W 20" W 20" W
20" W 20" W 20" W
20" W
W
6" W 6" W 6" W
6" W 6" W
6" W 6" W 6" W
6" W 6" W
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 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
ST ST
6" SS 6" SS 6" SS
6" SS 6" SS
6" SS 6" SS
W W W W W W W
4" SS
W W
W W W W
W
ST
X
�
�
�
WEST PLUM STREET
(ROW VARIES)
WEST PLUM STREET
ASTER STREET
(50' ROW)
BLUEBELL STREET
(50' ROW)
SCOTT AVENUE
(25' ROW)
BUILDING 2
BUILDING 3
PRIVATE DRIVE
EXISTING 12" STORM
C
C
B
B
5' UTILITY ESMT.
TF
TF
TV
TV
CO
F
F
TF
CO TV
S
S
(1201)
(1205)
(809)
(813)
(1113)
CAMBRIDGE
HOUSE LOFTS
(733)
TAU OF GAMMA PHI BETA
SORORITY INC.
(728)
TAU OF GAMMA PHI BETA
SORORITY INC.
(700)
SUNSTONE CONDOMINIUMS
(1225)
ZETA TAU ALPHA
FRATERNITY
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
11.5'
ADDITIONAL
ROW (SEE
PLAT)
6.5' ADDITIONAL
ROW (SEE PLAT)
66' EXIST. ROW
50' EXIST. ROW
40' EXIST. ROW
5' UTILITY ESMT.
10' EXISTING
UTILITY ESMT.
(729)
KAPPA KAPPA GAMMA
FRATERNITY
40' %%p {}-{}
8'
BIKE
8'
BIKE
EXISTING 40' ROW
12' 20' TRAVEL {}-12' 20' TRAVEL -{}
40' {}-{}
EXISTING TELECOM
EXISTING 4" GAS
EXISTING 8" SANITARY
EXISTING 20" WATER
PROPOSED STORM
EXISTING FIBER
EXISTING TELECOM
PROPOSED ELECTRIC 11.5'
ADD.
ROW
DIMENSION
VARIES
DIMENSION DIMENSION VARIES
VARIES
8'
BIKE
8'
BIKE
EXISTING 50' ROW
12' 20' TRAVEL {}-12' 20' TRAVEL -{}
40' {}-{}
EXISTING 4" GAS
EXISTING 8" SANITARY
EXISTING 20" WATER
EXISTING FIBER
EXISTING TELECOM
PROPOSED ELECTRIC
PROPOSED PRIVATE STORM
6.5' ADD. ROW
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
T���� �������� ���
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�������� �� N�������
E���������� S�������, I��.
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��� ���� �� ������������
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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
���.�������������������.���
C301
UTILITY PLAN
PRELIMINARY
K. Brazelton
K. Brazelton
1"=30'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
EXISTING CLEANOUT
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING WATER CURB STOP
EXISTING ELECTRIC BOX
EXISTING IRRIGATION MANHOLE
EXISTING TELEPHONE BOX
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPOSED ASPHALT PATCH OR OVERLAY
ELEC WVAULT
H Y
D
TELE
CONTROL
IRR
H2O
ELEC
W
S
O
C.O.
E
C S
EXISTING OVERHEAD UTILITY G
LEGEND:
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING CABLE TV
EXISTING FIBER OPTIC
EXISTING UNDERGROUND ELECTRIC
EXISTING 8" SANITARY SEWER
EXISTING 3/4" WATER SERVICE
EXISTING 20" WATER
EXISTING 6" WATER
EXISTING FENCE
EXISTING 6" SANITARY SEWER
EXISTING 2" WATER
EXISTING ROW
EXISTING SANITARY SEWER SERVICE
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.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.
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. WATER SERVICES SHALL BE TYPE K COPPER OR HDPE.
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.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.
12.ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH
APPROVED ARCHITECTURAL PLANS.
{
13.CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES WHERE CROSSING PROPOSED UTILITIES AND IMPROVEMENTS PRIOR TO
INSTALLING NEW UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS NOT IDENTIFIED ON
THESE PLANS.
14.PROPOSED 8-INCH SANITARY SEWER SERVICE TO BUILDING 2 THAT CROSSES THE EXISTING 20-INCH WATER MAIN IN WEST
PLUM STREET SHALL CROSS THE EXISTING WATER MAIN AT THE SAME LOCATION OF THE EXISTING 6-INCH SANITARY SEWER
SERVICE THAT IS TO BE REMOVED WITH THIS PROJECT.
15.THE PROPOSED 6-INCH FIRE SERVICE LINE CROSSING BLUEBELL STREET IS A PRIVATE UTILITY. THE FIRE LINE SHALL BE
PROVIDED WITH A STEEL CASING WITHIN THE PUBLIC RIGHT-OF-WAY AND THE CONTRACTOR SHALL HAVE THE PRIVATE LINE
REGISTERED WITH THE UTILITY NOTIFICATION CENTER OF COLORADO UPON THE COMPLETION OF THE FIRE SERVICE LINE
NORTH
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED UNDERGROUND ELECTRIC
PROPOSED TELECOM
PROPOSED GAS LINE
PROPOSED SANITARY SEWER SERVICE
PROPOSED DOMESTIC WATER SERVICE
PROPOSED FIRE SERVICE
PROPOSED WATER APPURTENCES
PROPOSED CABLE
PROPOSED STORM MANHOLE
PROPOSED ROW
PROPOSED DETENTION PLANTER
PROPOSED LANDSCAPE BED/PLANTER
s
F
PROPOSED WATER METER AND CURB STOP
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C300 C301
UTILITY SECTION C-C
UTILITY SECTION AT BUILDING 3 NTS
UTILITY SECTION B-B
UTILITY SECTION AT BUILDING 2 NTS
MATCHLINE-SEE SHEET C300
G G
G
G G
G
G
G
G
G
G
E
20" W 20" W
20" W
20" W 20" W
20" W
20" W 20" W
20" W
20" W
20" W
20" W 20" W
20" W
20" W 20" W
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
X
X
X
X
X
X
X
X
X
X
�
�
�
�
�
�
�
�
�
���
���
�
�
�
OHE
FIRE
CITY PARK AVENUE
(50' ROW)
WEST PLUM STREET
(ROW VARIES)
WEST PLUM STREET
(ROW VARIES)
BUILDING 1
BUILDING 1
BUILDING 2
CITY PARK AVENUE
PRIVATE DRIVE
A
TF TF
F
S
TF
CO
S
CO
CO CO
CO
CO
5' UTILITY ESMT.
EXISTING DAISY STREET TO BE
VACATED
(50' ROW)
(1205)
(1303)
KIEL FAMILY
LIMITED
PARTNERSHIP
(1307)
DERNBERG,
ANN R.
(1311)
TAN,
SHIRLEE
(1315)
PANDO,
MATTHEW PAUL
(1319)
PANDO,
MATTHEW PAUL
(1323)
PANDO,
MATTHEW PAUL
(700)
SUNSTONE CONDOMINIUMS (700)
SUNSTONE CONDOMINIUMS
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
6.5'
ADDITIONAL
ROW (SEE
PLAT)
ADDITIONAL ROW
WIDTH VARIES
(SEE PLAT)
40' EXIST. ROW
50' EXIST. ROW
50' EXIST. ROW
66' EXIST. ROW
4' ADDITIONAL
ROW (SEE PLAT)
10' EXISTING
UTILITY ESMT.
A
40' ROW
8'
BIKE
8'
BIKE
EXISTING 40' ROW
12' 20' TRAVEL {}-12' 20' TRAVEL -{}
40' {}-{}
PROPOSED ELECTRIC
ADD. ROW
WIDTH
VARIES
DIMENSION
VARIES
EXISTING 4" GAS
EXISTING 8" SANITARY
EXISTING 20" WATER
EXISTING FIBER
EXISTING TELECOM
PROPOSED PRIVATE STORM
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C300
UTILITY PLAN
PRELIMINARY
K. Brazelton
K. Brazelton
1"=30'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
EXISTING CLEANOUT
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING WATER CURB STOP
EXISTING ELECTRIC BOX
EXISTING IRRIGATION MANHOLE
EXISTING TELEPHONE BOX
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPOSED ASPHALT PATCH OR OVERLAY
ELEC WVAULT
H Y
D
TELE
CONTROL
IRR
H2O
ELEC
W
S
O
C.O.
E
C S
EXISTING OVERHEAD UTILITY G
LEGEND:
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING CABLE TV
EXISTING FIBER OPTIC
EXISTING UNDERGROUND ELECTRIC
EXISTING 8" SANITARY SEWER
EXISTING 3/4" WATER SERVICE
EXISTING 20" WATER
EXISTING 6" WATER
EXISTING FENCE
EXISTING 6" SANITARY SEWER
EXISTING 2" WATER
EXISTING ROW
EXISTING SANITARY SEWER SERVICE
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.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.
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. WATER SERVICES SHALL BE TYPE K COPPER OR HDPE.
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.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.
12.ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH
APPROVED ARCHITECTURAL PLANS.
{
13.CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES WHERE CROSSING PROPOSED UTILITIES AND IMPROVEMENTS PRIOR TO
INSTALLING NEW UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS NOT IDENTIFIED ON
THESE PLANS.
14.PROPOSED 8-INCH SANITARY SEWER SERVICE TO BUILDING 2 THAT CROSSES THE EXISTING 20-INCH WATER MAIN IN WEST
PLUM STREET SHALL CROSS THE EXISTING WATER MAIN AT THE SAME LOCATION OF THE EXISTING 6-INCH SANITARY SEWER
SERVICE THAT IS TO BE REMOVED WITH THIS PROJECT.
15.THE PROPOSED 6-INCH FIRE SERVICE LINE CROSSING BLUEBELL STREET IS A PRIVATE UTILITY. THE FIRE LINE SHALL BE
PROVIDED WITH A STEEL CASING WITHIN THE PUBLIC RIGHT-OF-WAY AND THE CONTRACTOR SHALL HAVE THE PRIVATE LINE
REGISTERED WITH THE UTILITY NOTIFICATION CENTER OF COLORADO UPON THE COMPLETION OF THE FIRE SERVICE LINE
NORTH
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED UNDERGROUND ELECTRIC
PROPOSED TELECOM
PROPOSED GAS LINE
PROPOSED SANITARY SEWER SERVICE
PROPOSED DOMESTIC WATER SERVICE
PROPOSED FIRE SERVICE
PROPOSED WATER APPURTENCES
PROPOSED CABLE
PROPOSED STORM MANHOLE
PROPOSED ROW
PROPOSED DETENTION PLANTER
PROPOSED LANDSCAPE BED/PLANTER
s
F
PROPOSED WATER METER AND CURB STOP
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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
���.�������������������.���
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C300 C301
UTILITY SECTION A-A
UTILITY SECTION AT BLDG 1 NTS
MATCHLINE-SEE SHEET C301
8.5'
11.45'
5' UTILITY ESMT.
8.10.98' 72'
EXISTING
50' ROW
8.5'
9.39'
PRIVATE DRIVE
6.5' ADDITIONAL
ROW (SEE PLAT)
24'
ENTRY
(1201)
(1205)
(809)
(813)
(1113)
CAMBRIDGE
HOUSE LOFTS
(733)
TAU OF GAMMA PHI BETA
SORORITY INC.
(728)
TAU OF GAMMA PHI BETA
SORORITY INC.
(700)
SUNSTONE CONDOMINIUMS
(1225)
ZETA TAU ALPHA
FRATERNITY
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
66' EXIST. ROW
50' EXIST. ROW
40' EXIST. ROW
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
3'
3.87'
62.7'
2'
4.18'
2'
2'
2'
ASTER STREET
(729)
KAPPA KAPPA GAMMA
FRATERNITY
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
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
01/25/12
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
���.�������������������.���
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
NOTES:
{
1.FOR BUILDING LAYOUTS 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 APPROVED LANDSCAPE DRAWINGS FOR SITE LAYOUT WITHIN THE COURTYARD AND POOL AREAS.
IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH
AS DECORATIVE PAVERS, BIKE RACKS, BENCHES, SEAT WALLS, 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.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE.
{8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE
IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
9.THE PROPOSED PAVEMENT PATCHES WITHIN WEST PLUM STREET AND CITY PARK AVENUE SHALL BE THE DEPTH OF THE EXISTING PAVEMENT PLUS 1-INCH.
}10.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER THAT ARE DESTROYED,
DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE
ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE
IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS.
NORTH
EXISTING TREES
PROPOSED ASPHALT PATCH OR OVERLAY
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED DETENTION PLANTER
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED SITE LIGHTING
PROPOSED SIGN
PROPOSED ROW
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED EASEMENT
PROPOSED ENHANCED PAVING
PEDESTRIAN ACCESS RAMP
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C200 C201
C201
HORIZONTAL CONTROL PLAN
PRELIMINARY
K. Brazelton
K. Brazelton
1"=30'
MATCHLINE-SEE SHEET C200
8.5'
9.79'
8.5'
4.19'
3'
PRIVATE DRIVE
ADDITIONAL ROW
WIDTH VARIES
(SEE PLAT)
3.5' ADDITIONAL
ROW (SEE PLAT)
ENTRY
ENTRY 4' DRAINAGE
EASEMENT
24'
(1205)
(1303)
KIEL FAMILY
LIMITED
PARTNERSHIP
(1307)
DERNBERG,
ANN R.
(1311)
TAN,
SHIRLEE
(1315)
PANDO,
MATTHEW PAUL
(1319)
PANDO,
MATTHEW PAUL
(1323)
PANDO,
MATTHEW PAUL
(700)
SUNSTONE CONDOMINIUMS
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
40' EXIST. ROW
50' EXIST. ROW
50' EXIST. ROW
66' EXIST. ROW
BUILDING 2
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
26' ACCESS &
EM. ACCESS ESMT.
2' 2' 3'
3.87'
62.7'
ENTRY
ENTRY
EGRESS
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
T���� �������� ���
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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
���.�������������������.���
C200
HORIZONTAL CONTROL PLAN
PRELIMINARY
K. Brazelton
K. Brazelton
1"=30'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
NOTES:
{
1.FOR BUILDING LAYOUTS 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 APPROVED LANDSCAPE DRAWINGS FOR SITE LAYOUT WITHIN THE COURTYARD AND POOL AREAS.
IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH
AS DECORATIVE PAVERS, BIKE RACKS, BENCHES, SEAT WALLS, 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.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE.
{8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE
IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
9.THE PROPOSED PAVEMENT PATCHES WITHIN WEST PLUM STREET AND CITY PARK AVENUE SHALL BE THE DEPTH OF THE EXISTING PAVEMENT PLUS 1-INCH.
}10.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER THAT ARE DESTROYED,
DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE
ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE
IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS.
NORTH
EXISTING TREES
PROPOSED ASPHALT PATCH OR OVERLAY
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED DETENTION PLANTER
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED SITE LIGHTING
PROPOSED SIGN
PROPOSED ROW
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED EASEMENT
PROPOSED ENHANCED PAVING
PEDESTRIAN ACCESS RAMP
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
T���� �������� ���
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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
���.�������������������.���
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C200 C201
MATCHLINE-SEE SHEET C201
X
X
�
�
�.�.
�.�.
�.�.
X
�
�
�
�.�.
X
X
X
TELE
X X X
X X
�.�.
�
OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE
OHE OHE OHE OHE
OHE OHE OHE
OHE OHE
OHE OHE
X
X
X
X X X
X
X
X
X X
X
M
X X
�
�
�
�
�
X
�
X
X
X
X X X
X
X
X X
�
�
�.�.
�
�
�
�.�.
�
VAULT
ELEC
WV
�
�
�
X
�
WV
WV
WV
VAULT
ELEC
WV
�
�
�
��
X
�
�
�
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
�
�
�
�
VAULT
ELEC
�
�
�
6" SS 6" SS 6" SS 6" SS 6" SS
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
X X
WV
ELEC
TELE
ELEC
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
ST ST ST ST ST ST
X
X
X
�
�
�
WW
WW
WW
WW WW
WW
�
8" SS 8" SS
WV
CTV
VAULT
F.O.
CTV
CTV CTV CTV
CTV CTV CTV CTV
CTV
CTV
CTV
CTV
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 G G
G
G G
G
G
G
G
G G
G
G G
G
G
G G
G
G
G G
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
20" W 20" W
20" W
20" W 20" W
20" W 20" W
20" W 20" W
20" W
20" W 20" W 20" W
20" W 20" W 20" W
20" W
6" W 6" W
6" W 6" W
6" W
W
W
6" W 6" W 6" W
6" W 6" W
W
W
6" W 6" W 6" W
6" W 6" W
W
W
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 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
ST ST
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
6" SS 6" SS 6" SS
6" SS 6" SS
6" SS 6" SS
W W W W W W W
4" SS
W W
W W W W
W
ST
X
�
�
�
1 STORY
WOOD
1 STORY
WOOD
1 STORY
WOOD
1 STORY
WOOD w/
BSMT
1 STORY
WOOD
GARAGE
1 STORY
WOOD w/
BSMT
1 STORY
WOOD
1 STORY
WOOD w/
BSMT
1 STORY
WOOD w/
BSMT
1 STORY
WOOD
GARAGE
1 STORY
WOOD w/
BSMT
1 STORY
WOOD w/
BSMT
1 STORY
WOOD
GARAGE
WEST PLUM STREET
(ROW VARIES)
WEST PLUM STREET
ASTER STREET
(50' ROW)
BLUEBELL STREET
(50' ROW)
COLUMBINE STREET
(50' ROW)
(737)
(738) (736)
(735)
(733)
(734) (732)
(731) (729)
(725)
(1201)
(1205)
(809)
(813)
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
(1113)
CAMBRIDGE
HOUSE LOFTS
(733)
TAU OF GAMMA PHI BETA
SORORITY INC.
(728)
TAU OF GAMMA PHI BETA
SORORITY INC.
6" WATER
8" WATER
8
7
9
10
11
12
14
16
15
13
H
I
J
K
L
M
N
O
P
25' UTILITY
EASEMENT
50'
EXIST. ROW
(700)
SUNSTONE CONDOMINIUMS
(1225)
ZETA TAU ALPHA
FRATERNITY
50' EXIST. ROW
66' EXIST. ROW
50' EXIST. ROW
40' EXIST. ROW
12' UTILITY
EASEMENT
SCOTT AVENUE
(25' ROW)
(729)
KAPPA KAPPA GAMMA
FRATERNITY
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
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NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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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C101
DEMOLITION PLAN
PRELIMINARY EXISTING CONDITIONS &
N.A.
K. Brazelton
1"=30'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
NORTH
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C100 C101
MATCHLINE-SEE SHEET C100
FIELD SURVEY BY:
TERRACON CONSULTANTS, INC.
{TERRACON CONSULTANTS, INC.
"GEOTECHNICAL SUBSURFACE EXPLORATION
THE DISTRICT AT CSU EAST OF WEST PLUM
STREET AND CITY PARK AVENUE"
TERRACON PROJECT NO. 20115026
DATE: NOVEMBER 2, 2011}
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY.
{3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF
FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249.
4.REFER TO LANDSCAPE PLANS BY RIPLEY DESIGN FOR TREE PROTECTION NOTES, PROCEDURES, AND MITIGATION REQUIREMENTS
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.}
ORIGINAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: November 21, 2008
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: December 2, 2008
ADDITIONAL FIELD SURVEY:
CITY OF FORT COLLINS
KING SURVEYORS
DATE: February 2009
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: August 2011
Address
SEWER WATER
No. Size No. Size
740 CITY PARK A 4" 1 3/4"
744 CITY PARK B 4" 2 3/4"
1312 W. PLUM C 4" 3 3/4"
739 DAISY D 4" 4 3/4"
740 DAISY E 4" 5 3/4"
744 DAISY F 4" 6 3/4"
737 COLUMBINE G 4" 7 3/4"
738 COLUMBINE H 4" 8 3/4"
736 COLUMBINE I 4" 9 3/4"
735 COLUMBINE J 4" 10 3/4"
733 BLUEBELL K 4" 11 3/4"
734 BLUEBELL L 4" 12 3/4"
732 BLUEBELL M 4" 13 3/4"
731 BLUEBELL N 4" 14 3/4"
725 ASTER O 4" 15 3/4"
729 ASTER P 4" 16 3/4"
X X
SCHEDULE OF EXISTING
SERVICES TO BE ABANDONED:
A.EXISTING WATER AND SEWER SERVICE INFORMATION PROVIDED BY THE CITY OF FORT
COLLINS. ALL WATER SERVICES ARE ASSUMED TO BE 3/4" COPPER. SANITARY SEWER
SERVICES ARE ASSUMED TO BE 4" TYPICAL, EXCEPT AS NOTED.
B.ALL EXISTING WATER SERVICES NOT KEPT FOR IRRIGATION USE SHALL BE ABANDONED
AT THE MAIN. ALL SANITARY SEWER SERVICES SHALL BE ABANDONED AND PLUGGED AT OR
NEAR THE RIGHT-OF-WAY.
C.REFER TO CITY CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR ADDITIONAL
INFORMATION REGARDING THE ABANDONMENT OF EXISTING SERVICES.
EXISTING CLEANOUT
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING WATER CURB STOP
EXISTING ELECTRIC BOX
EXISTING IRRIGATION MANHOLE
EXISTING TELEPHONE BOX
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT ELEC VAULT
H Y
D
TELE
CONTROL
IRR
H2O
ELEC
W
S
O
C.O.
E
C S
EXISTING OVERHEAD UTILITY G
LEGEND:
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING CABLE TV
EXISTING FIBER OPTIC
EXISTING UNDERGROUND ELECTRIC
EXISTING 8" SANITARY SEWER
EXISTING 3/4" WATER SERVICE
EXISTING 20" WATER
EXISTING 6" WATER
EXISTING FENCE
EXISTING 6" SANITARY SEWER
EXISTING 2" WATER
EXISTING ROW
EXISTING SANITARY SEWER SERVICE
NOTES:
SUBSURFACE EXPLORATION BY:
EXISTING PROPERTY LINE
�
CTV
CTV CTV
CTV
CTV CTV
CTV
�
�
X
E
E
X
X
X
CTV CTV
X
X
X
X
ELEC
X
VAULT
ELEC
�
�
�
�
�
WV
�
�
�
�
X
X X
X
X
VAULT
ELEC M
�
�
�
X
X
�
�
�
X
X
WW
WW
WW
�
�
�
WW WW
WW
�
WW
WW
WW
WW
WW WW WW
WW
�
WW
�
WW
WW
WW WW
WW
�
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
6" SS 6" SS 6" SS
WW WW WW
WW WW
WW
WW WW
�
�
CTV CTV
CTV
CTV
CTV
CTV CTV
CTV CTV
CTV CTV
CTV
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
G
G
G
G G
G
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
20" W 20" W
20" W
20" W 20" W
20" W
20" W 20" W
20" W
20" W
20" W
20" W 20" W
20" W
20" W 20" W
6" W 6" W
6" W
6" W
6" W
6" W 6" W
6" W 6" W
6" W
W
W
W
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
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
X
X
X
X
X
X
X
X
X
X
�
�
�
�
�
�
�
�
�
���
���
�
�
�
OHE
1 STORY
WOOD w/
BSMT
1 STORY
WOOD w/
BSMT
1 STORY
WOOD w/
BSMT
1 STORY
WOOD w/
BSMT
1 STORY
WOOD
1 STORY
WOOD
1 STORY
WOOD
w/ BSMT
WOOD
GARAGE
1 STORY
BRICK
w/ BSMT
1 STORY
WOOD &
STONE
w/ BSMT
1 STORY
BRICK &
WOOD WOOD
SHED
METAL
SHED
CITY PARK AVENUE
(50' ROW)
WEST PLUM STREET (ROW VARIES) WEST PLUM STREET
(ROW VARIES)
COLUMBINE STREET
(50' ROW)
(740)
(744)
(1312)
(739)
WOOD
SHED
(740)
(744) (737)
(738) (736)
(735)
(1205)
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
(1303)
KIEL FAMILY
LIMITED
PARTNERSHIP
(1307)
DERNBERG,
ANN R.
(1311)
TAN,
SHIRLEE
(1315)
PANDO,
MATTHEW PAUL
(1319)
PANDO,
MATTHEW PAUL
(1323)
PANDO,
MATTHEW PAUL
(700)
SUNSTONE CONDOMINIUMS
8" WATER
1
2 4
3 5
6
8
7
9
B
A
C
D
E
F
G
H
I
J
DAISY STREET
(50' ROW)
50'
EXIST. ROW
TO BE VACATED
40' EXIST. ROW
50' EXIST. ROW
50'
EXIST. ROW
50' EXIST. ROW
66' EXIST. ROW
12' UTILITY
EASEMENT
FIELD SURVEY BY:
TERRACON CONSULTANTS, INC.
{TERRACON CONSULTANTS, INC.
"GEOTECHNICAL SUBSURFACE EXPLORATION
THE DISTRICT AT CSU EAST OF WEST PLUM
STREET AND CITY PARK AVENUE"
TERRACON PROJECT NO. 20115026
DATE: NOVEMBER 2, 2011}
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY.
{5.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF
FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249.
6.REFER TO LANDSCAPE PLANS BY RIPLEY DESIGN FOR TREE PROTECTION NOTES, PROCEDURES, AND MITIGATION REQUIREMENTS
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.}
ORIGINAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: November 21, 2008
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: December 2, 2008
ADDITIONAL FIELD SURVEY:
CITY OF FORT COLLINS
KING SURVEYORS
DATE: February 2009
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: August 2011
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
T���� �������� ���
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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
���.�������������������.���
C100
DEMOLITION PLAN
PRELIMINARY EXISTING CONDITIONS &
N.A.
K. Brazelton
1"=30'
Address
SEWER WATER
No. Size No. Size
740 CITY PARK A 4" 1 3/4"
744 CITY PARK B 4" 2 3/4"
1312 W. PLUM C 4" 3 3/4"
739 DAISY D 4" 4 3/4"
740 DAISY E 4" 5 3/4"
744 DAISY F 4" 6 3/4"
737 COLUMBINE G 4" 7 3/4"
738 COLUMBINE H 4" 8 3/4"
736 COLUMBINE I 4" 9 3/4"
735 COLUMBINE J 4" 10 3/4"
733 BLUEBELL K 4" 11 3/4"
734 BLUEBELL L 4" 12 3/4"
732 BLUEBELL M 4" 13 3/4"
731 BLUEBELL N 4" 14 3/4"
725 ASTER O 4" 15 3/4"
729 ASTER P 4" 16 3/4"
X X
SCHEDULE OF EXISTING
SERVICES TO BE ABANDONED:
A.EXISTING WATER AND SEWER SERVICE INFORMATION PROVIDED BY THE CITY OF FORT
COLLINS. ALL WATER SERVICES ARE ASSUMED TO BE 3/4" COPPER. SANITARY SEWER
SERVICES ARE ASSUMED TO BE 4" TYPICAL, EXCEPT AS NOTED.
B.ALL EXISTING WATER SERVICES NOT KEPT FOR IRRIGATION USE SHALL BE ABANDONED
AT THE MAIN. ALL SANITARY SEWER SERVICES SHALL BE ABANDONED AND PLUGGED AT OR
NEAR THE RIGHT-OF-WAY.
C.REFER TO CITY CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR ADDITIONAL
INFORMATION REGARDING THE ABANDONMENT OF EXISTING SERVICES.
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
EXISTING CLEANOUT
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING WATER CURB STOP
EXISTING ELECTRIC BOX
EXISTING IRRIGATION MANHOLE
EXISTING TELEPHONE BOX
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT ELEC WVAULT
H Y
D
TELE
CONTROL
IRR
H2O
ELEC
W
S
O
C.O.
E
C S
EXISTING OVERHEAD UTILITY G
LEGEND:
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING CABLE TV
EXISTING FIBER OPTIC
EXISTING UNDERGROUND ELECTRIC
EXISTING 8" SANITARY SEWER
EXISTING 3/4" WATER SERVICE
EXISTING 20" WATER
EXISTING 6" WATER
EXISTING FENCE
EXISTING 6" SANITARY SEWER
EXISTING 2" WATER
EXISTING ROW
EXISTING SANITARY SEWER SERVICE
NOTES:
NORTH
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C100 C101
SUBSURFACE EXPLORATION BY:
EXISTING PROPERTY LINE
MATCHLINE-SEE SHEET C101
160.39'
163.50'
3.50'
UTILITY EASEMENT
REC. NO. 95042342
TO BE VACATED
DAISY ST. (50' ROW)
EXISTING RIGHT-OF-WAY
TO BE VACATED BY
ORDINANCE NO. _________________
11.5' ADDITIONAL
RIGHT-OF-WAY TO
BE DEDICATED BY
THIS PLAT
26' ACCESS &
EMERGENCY
ACCESS EASEMENT
136.90'
S01�00'28"W
136.90'
N01�00'28"E
LOT 1
112,774 sq. ft.
2.588 acres
BLOCK 1
LOT 1
32,847 sq. ft.
0.754 acres
BLOCK 2
716.49'
164.47'
N89�11'00"W
319.82'
N89�11'00"W 569.73'
SCOTT AVENUE (25' ROW)
POINT OF
BEGINNING
BLOCK 1 POINT OF BEGINNING
BLOCK 2
TOWN SQUARE
CONDOMINIUMS
DECHAIRO
SUBDIVISION
CAMBRIDGE HOUSE LOFTS
SUNSTONE I CONDOMINIUMS SUNSTONE I CONDOMINIUMS
50' EXIST.
ROW 40' EXIST.
ROW
50' EXIST.
ROW
66' EXIST.
ROW 40' EXIST.
ROW
{40' EXIST.
ROW}
COLUMBINE ST. (50' ROW)
EXISTING RIGHT-OF-WAY
TO BE VACATED BY
ORDINANCE NO. _________________
4' DRAINAGE
EASEMENT 4' DRAINAGE
EASEMENT
L3 137.00'
L4
L5
L6
259.33'
L7
L8
L9
351.94'
L10
L11
52.48' 229.71' 103.26' 26.00'
0.50'
L12 154.56'
L14
L16
L13
L15
78.33'
L17
L18
L19
L21
L20
L1
L2
L22
L23
L24
L25
L26
L27
L28
ACCESS
EASEMENT
10' UTILITY
EASEMENT ACCESS
EASEMENT
ACCESS
EASEMENT
10' DRAINAGE
EASEMENT
5' ACCESS
EASEMENT
EXISTING UTILITY
EASEMENT TO BE
VACATED BY THIS PLAT
EXISTING LOT LINE
TO BE VACATED
BY THIS PLAT
EXISTING LOT LINE
TO BE VACATED
BY THIS PLAT
EXISTING LOT LINE
TO BE VACATED
BY THIS PLAT
EXISTING LOT LINE
TO BE VACATED
BY THIS PLAT
EXISTING UTILITY
EASEMENT TO BE
VACATED BY THIS PLAT
EXISTING UTILITY
EASEMENT TO BE
VACATED BY THIS PLAT
EXISTING UTILITY
EASEMENT TO BE
VACATED BY THIS PLAT
924.24'
N00�30'00"E 2647.78'
EAST LINE OF THE NORTHEAST
QUARTER SECTION 15, T7N, R69W
(BASIS OF BEARING)
EAST QUARTER CORNER
SECTION 15-T7N-569W
FND 3" ALUMINUM CAP
IN MONUMENT BOX
NORTHEAST CORNER
SECTION 15-T7N-569W
FND BRASS HEXAGON
CAP, ILLEGIBLE
LINE TABLE
LINE LENGTH BEARING
L1 6.50 N00�41'38"E
L2 25.94 N88�59'32"W
L3 16.62 N00�41'38"E
L4 16.62 N01�00'28"E
L5 25.85 S88�59'32"E
L6 4.00 N01�00'28"E
L7 59.25 N00�49'04"E
L8 10.00 N89�10'56"W
L9 59.22 S00�49'04"W
L10 4.00 S01�00'28"W
L11 18.87 S45�00'00"E
L12 13.45 S88�59'32"E
L13 7.01 N01�00'28"E
L14 10.00 S88�59'32"E
L15 7.01 S01�00'28"W
L16 10.00 S88�59'32"E
L17 16.08 N01�00'28"E
L18 22.17 S88�59'32"E
L19 14.08 S01�00'28"W
L20 56.16 S88�59'32"E
L21 2.00 S01�00'28"W
L22 2.69 N88�59'32"W
L23 10.50 S88�59'32"E
L24 20.76 S00�48'52"W
L25 5.00 S89�11'52"E
L26 20.74 N00�49'00"E
L27 10.50 S88�59'32"E
L28 26.00 S88�59'32"E
PLAT OF
THE DISTRICT AT CAMPUS WEST
TRACTS OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
2
SECTION 15, T 7 N, R 69 W
CITY OF FORT COLLINS, COLORADO
D. Anderson
L. Smith
1"=40'
15
69 W of the 6th PM
REVIEWED BY:
G. Gilliland
CLIENT:
DRAWN BY:
SCALE:
DATE:
1/25/12
PROJECT:
670-001
Sheet
Of 2 Sheets
PLAT OF THE DISTRICT AT CAMPUS WEST
PLAT OF THE DISTRICT AT CAMPUS WEST
PLAT OF THE DISTRICT AT CAMPUS WEST
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
hereon.
RANGE:
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
���.�������������������.���
NORTH
40 40
40
80 120
( IN FEET )
1 inch = ft.
0 Feet
(US SURVEY FEET)
LEGEND
PLATTED BOUNDARY LINE
EASEMENT LINE
LOT LINE
EXISTING RIGHT-OF-WAY
SECTION CORNER
FOUND CORNER AS DESCRIBED
RIGHT-OF-WAY
SECTION LINE
SET #4 REBAR WITH
PLASTIC CAP, LS 14823
SET NAIL & SHINER, LS 14823
CERTIFICATE OF DEDICATION:
The undersigned does hereby dedicate and convey to the City of Fort Collins, Colorado, for public use, forever, the streets and
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. 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 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 East line of the Northeast Quarter, Section 15, Township 7 North, Range 69 West of the 6th P.M. as bearing North
00°30'00" East (assumed bearing).
2) All information regarding easements, right-of-way or title of record, Northern Engineering relied upon Title Commitment No. FCC25100048-10,
dated March 29, 2011; Title Commitment No. FCC25101255-2,dated July 7, 2011; Title Commitment No. FCC25101256-3, dated June 30, 2011; and
Title Commitment No. FCC25101258-4, dated July 13, 2011,prepared by Land Title Guaranty Company.
OWNER:
BY:_________________________________
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
PLAT OF
THE DISTRICT AT CAMPUS WEST
TRACTS OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all men by these presents, that the undersigned, being owners of the following described land: A tract of land located in the Northeast
Quarter of Section 15, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado being
more particularly described as follows:
Considering the East line of the Northeast Quarter of said Section 15 as bearing North 00°30'00"East and with all bearings contained herein
relative thereto:
COMMENCING at the East Quarter Corner of said Section 15; thence along the East line of the Northeast Quarter, North 00°30'00" East,
924.24 feet; thence, North 89°11'00" West, 319.82 feet to a point on the westerly right-of-way line of Aster Street, said point being the
POINT OF BEGINNING of Block 2; thence along said westerly right-of-way, South 00°32'00" West, 175.97 feet to a point on the northerly
right-of-way line of West Plum Street; thence along said northerly right-of-way line, North 88°59'32" West, 200.41 feet to a point on the
easterly right-of-way line of Bluebell Street; thence along said easterly right-of-way line, North 00°41'38" East, 175.30 feet; thence, South
89°11'00" East, 199.91 feet to the POINT OF BEGINNING.
Containing 35,153 square feet or 0.807 acres, more or less.
Also; COMMENCING at the East Quarter Corner of said Section 15; thence along the East line of the Northeast Quarter, North 00°30'00"
East, 924.24 feet; thence, North 89°11'00" West, 569.73 feet to a point on the westerly right-of-way line of Bluebell Street, said point being
the POINT OF BEGINNING of Block 1; thence along said westerly right-of-way line, South 00°41'38" West, 165.13 feet to a point on the
northerly right-of-way line of West Plum Street; thence along said northerly right-of-way line the following seven courses and distances:
North 88°59'32" West, 200.37 feet; thence, North 89°04'05" West, 49.56 feet; thence, North 89°15'49" West, 250.57 feet; thence, South
00°55'55" West, 9.83 feet; thence, North 89°11'55" West, 99.43 feet; thence, North 00°49'10" East, 10.00 feet; thence, North 89°11'55" West,
119.34 feet to a point on the easterly right-of-way line of City Park Avenue; thence along said easterly right-of-way line, North 00°27'00"
East, 164.60 feet; thence, South 89°11'00" East, 719.99 feet to the POINT OF BEGINNING.
Containing 119,453 square feet or 2.742 acres, more or less.
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 THE
DISTRICT AT CAMPUS WEST, subject to all easements and rights-of-way now of record or existing or indicated on this plat.
1
SECTION 15, T 7 N, R 69 W
CITY OF FORT COLLINS, COLORADO
D. Anderson
L. Smith
N.A.
15
69 W of the 6th PM
REVIEWED BY:
G. Gilliland
CLIENT:
DRAWN BY:
SCALE:
DATE:
1/25/12
PROJECT:
670-001
Sheet
Of 2 Sheets
PLAT OF THE DISTRICT AT CAMPUS WEST
PLAT OF THE DISTRICT AT CAMPUS WEST
PLAT OF THE DISTRICT AT CAMPUS WEST
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
hereon.
RANGE:
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
���.�������������������.���
ASTER ST.
BLUEBELL ST.
N.A.
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.
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 Preliminary Drainage and Erosion Control Report for The District at Campus West dated January 25, 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 19-97
At the southeast corner of West Elizabeth and Shields Street, on a concrete traffic signal base.
Elevation=5022.56
City of Fort Collins benchmark 20-97
At the southwest corner of West Elizabeth and Constitution Avenue, on a concrete traffic signal base.
Elevation=5046.97
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:
(The following are proposedvariances, requested in a letter to the Local Entity Engineer dated 01.25.12.)
a. PLUM STREET: roadway width, right-of-way width, travel lanes, parkway width, sidewalk width, horizontal clearance for sidewalks.
b. CITY PARK AVE:roadway width, right-of-way width, travel lanes, parkway width, sidewalk width, horizontal clearance for sidewalks.
c. BLUEBELL ST.: right-of-way width, parkway width, sidewalk width, minimum flowline grade.
d. ASTER ST.: roadway width, right-of-way width, travel lanes, parkway width, sidewalk width, cross slope.
e. UTILITY EASEMENTS: typical utility easements will notbe dedicated behind the right-of-way.
f. MINIMUM DEPTH OF UTILITIES: due to the depth of the existing storm sewer system, cover will be as shallow as 1.5'.
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 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 Engineer. All discrepancies identified
during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of
Fort Collins Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins 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 and Erosion Control Report for The District at Campus West dated January 25, 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.
PRELIMINARY UTILITY PLANS FOR
TRACTS OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST
OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.
THE DISTRICT AT CAMPUS WEST
GEOTECHNICAL ENGINEER
Terracon Consultants, Inc.
Eric Bernhardt, PE
301 North Howes Street
Fort Collins, Colorado 80521
(970) 484-0359
PHONE NUMBER
Yaohua Yu
Humphreys & Partners Architects L.P.
5339 Alpha Road, Suite 300
Dallas TX, 75240
(972) 701-9636
ARCHITECT
SITE ENGINEER
Northern Engineering Services, Inc.
Nick Haws, PE, LEED AP
200 South College Avenue, Suite 10
Fort Collins, Colorado 80524
(970) 221-4158
SURVEYOR
Northern Engineering Services, Inc.
Gary Gilliland, PLS
200 South College Avenue, Suite 10
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
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PLANNER/
LANDSCAPE ARCHITECT
TRAFFIC ENGINEER
ELB Engineering, LLC
Eric Bracke, PE, PTOE
5401 Taylor Lane
Fort Collins, Colorado 80528
(970) 988-7551
SiteWise, LLC
7000 N. Broadway
Building 3, Suite 306
Denver, Colorado 80221
(303) 650-8680
SUBSURFACE UTILITY LOCATES**
*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.
Paul Gregg
UtiCor
POB 336547
Greeley, CO 80633
(970) 346-8009
DRY UTILITY COORDINATION
Chad Walker
PVE, Inc.
1040 North 2200 West, Suite 100
Salt Lake City, UT 84116
(801) 359-3158
ELECTRICAL ENGINEER
MECHANICAL / PLUMBING ENGINEER
C000 COVER SHEET
C001 GENERAL AND CONSTRUCTION NOTES
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01.25.12
PROJECT:
670-001
Sheet
Of 15 Sheets
THE DISTRICT AT CAMPUS WEST
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NOT FOR CONSTRUCTION
REVIEW SET
01/25/12
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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C000
COVER SHEET
PRELIMINARY N.A.
N.A.
N.A.
C100-C101 EXISTING CONDITIONS & DEMOLITION PLAN
C300-C301 UTILITY PLAN
C400-C401 GRADING PLAN
C500 ASTER STREET ROADWAY PLAN & PROFILE
C501 BLUEBELL STREET ROADWAY PLAN & PROFILE
C502 TYPICAL CROSS SECTIONS
C600-C601 DRAINAGE EXHIBIT
C200-C201 HORIZONTAL CONTROL PLAN
Ryan Reese
PVE, Inc.
1040 North 2200 West, Suite 100
Salt Lake City, UT 84116
(801) 359-3158
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VICINITY MAP
NORTH 1"=2000'
SUBDIVISION PLAT (FOR REFERENCE ONLY)
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
BENCHMARK #1:
City of Fort Collins Benchmark 19-97
Elevation=5022.56
BENCHMARK #2:
City of Fort Collins Benchmark 20-97
Elevation=5046.97
B���� �� B�������
The Basis of Bearing is the East line of the Northeast Quarter, Section 15, Township 7 North,
Range 69 West of the 6th P.M. as bearing North 00°30'00" East (assumed bearing).
C��������� C������
East Quarter Corner Section 15-T7N-R69W Found 3" A.C. in monument box stamped RA
Bradshaw PLS GPS-13 1988
N: 126454.6520
E: 189500.0570
East 1/16 Quarter Corner Section 15-T7N-R69W stamped LS 22098, Jones King Surveyors Inc.
N: 126476.1660
E: 188171.6570
ORIGINAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: November 21, 2008
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: December 2, 2008
ORIGINAL FIELD SURVEY BY:
Terracon Consultants, Inc.
"GEOTECHNICAL SUBSURFACE EXPLORATION THE DISTRICT AT CSU EAST OF
WEST PLUM STREET AND CITY PARK AVENUE"
Terracon Project No. 20115026
Date: November 2, 2011
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
ADDITIONAL FIELD SURVEY:
CITY OF FORT COLLINS
KING SURVEYORS
DATE: February 2009
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: August 2011