HomeMy WebLinkAboutTHE LYRIC CINEMA CAFE - PDP - PDP160008 - PLANS - UTILITY PLANSJEFFERSON ST.
WILLOW ST.
LINDEN ST.
N. COLLEGE AVE.
E. LINCOLN AVE.
BUCKINGHAM ST.
E. VINE DR.
CONIFER ST.
LAPORTE AVE.
MAPLE AVE.
HICKORY ST.
HEMLOCK ST.
E. WILLOX LN.
N. COLLEGE AVE.
W. WILLOX LN.
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
Know what'sbelow.
Call before you dig.
R
UTILITY PLANS FOR
LYRIC CINEMA
BEING A REPLAT OF LOTS 4-10, 27-34, PARTS OF LOTS 11 & 26, VACATED RIGHT-OF-WAY AND ALLEY, BLOCK 5, RIVERSIDE
PARK LOCATED IN THE SOUTHEAST QUARTER OF SECTION 2, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, STATE OF COLORADO
MAY 2016 CONTACT INFORMATION
PROJECT TEAM:
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards
and applicable state
and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be
inspected and approved by
the City of Fort Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the
expiration date will require a
new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work,
for any errors and omissions
contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further,
to the extent permitted
by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which
may arise from any
errors and omissions contained in these plans.
5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications
current at the date of
approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence
and location of all
underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered
utility locations
marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located
prior to beginning
excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design
modification(s) must be
approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with
a minimum disruption of
service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2
working days prior to
commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed
prior to installation of the
water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel,
irrigation ditch or any waters
of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division,
(303) 692-3590), the
Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be
the responsibility of the property
owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the
Stormwater Utility Department.
Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties,
certification shall be
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater
flooding, structural damage
or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities
in the development.
19. All recommendations of the Preliminary Drainage Report for Lyric Cinema dated May 4, 2016 by Northern Engineering Services, Inc., shall be followed and implemented.
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FND NAIL & BRASS TAG
IN ASPHALT, LS 14823
FND NAIL & BRASS TAG
IN CONCRETE, LS 14823
FND #4 REBAR
W/YPC LS 14823
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NO CAP
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W/RPC STEWART
(M) S00°47'32"E 182.07'
(M) N89°21'28"W 405.45'
(M) N01°10'43"E 166.48'
(M) N84°10'02"E
52.04'
(M) N87°36'29"E 182.74'
(M) S89°21'28"E 165.15'
UNION PACIFIC RAILROAD
NORTH COLLEGE AVENUE
(PUBLIC R.O.W. VARIES)
OWNER: MORENG
MIRIAM T
OWNER:
SALVATION ARMY
OWNER: DEF
ENTERPRISES
OWNER: D AND M
LARSEN FAMILY LLP
OWNER:
REYNOLDS
OWNER: LEVY ILAN KENNETH & SUE C
OWNER:
REYNOLDS
KENNETH & SUE C
OWNER: INTERNATIONAL
CHURCH OF THE
FOURSQUARE GOSPEL
S00°38'34"E 2657.03'
9' WIDE UTILITY
EASEMENT
33' WIDE R.O.W.
DEDICATED BY
THIS PLAT
MASON STREET
EMERGENCY ACCESS
EASEMENT
EXISTING 10' UTILITY
EASEMENT, BK 1748 PG 256
(TO BE VACATED
PER THIS PLAT)
15' WIDE UTILITY
EASEMENT
EXISTING PERMANENT
ACCESS EASEMENT
REC. NO. 20120017449
30' WIDE UTILITY
EASEMENT
E
W
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ELEC
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ELEC
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WV
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30' UTILITY
EASEMENT
33' WIDE ROW
9' WIDE UTILITY
EASEMENT
PROPOSED MOVIE
SCREEN (RE: OWNER)
PROPOSED RAISED PLATFORM
FOR MOVIE PROJECTOR HOUSING
(RE: LANDSCAPE ARCHITECT)
PROPOSED 2.5' HIGH
RETAINING WALL (RE:
LANDSCAPE ARCHITECT
PROPOSED GREASE
INTERCEPTOR (RE: MEP)
RD
RD
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RD
RD
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W
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OHU
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G
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W W W
ST ST ST ST ST ST ST ST ST ST ST ST ST
TF.O.
X X
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X X X X X X X X
OHU
OHU OHU OHU OHU
G
OHU OHU OHU
VAULT
ELEC
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ELEC
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V.P.
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OHU
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TF.O.
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VAULT
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ELEC
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WV
WV
WV
H
Y
D
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WV
UD
UD
T
RD
RD
RD
RD
RD
1.6%
1.7%
1.6%
1.6%
1.6%
2.2%
1.6%
1.7%
4.5%
4.5%
4.7%
2.3%
3.0%
3.0%
2.0%
2.8%
2.0%
X X X
X X
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TF.O.
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ELEC
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ELEC
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V.P.
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RD
RD
UD
UD
T
30.00 UTILITY
EASEMENT
33.00 WIDE ROW
9.00 WIDE UTILITY
EASEMENT
15.00 UTILITY
EASEMENT
PROPOSED SIDEWALK
COLLEGE AVENUE
PROPOSED PARKING LOT
PROPOSED PLAZA (RE:
LANDSCAPE ARCHITECT)
PROPOSED
SIDEWALK
EXISTING SIDEWALK
EXISTING RAILROAD ROW
PROPOSED SIDEWALK
EXISTING BUILDING
PROJECTOR
PROPOSED LID
TREATMENT /
PLD (POROUS
LANDSCAPE
DETENTION)
PROPOSED FIRE
AND TRUCK LANE
PRESERVE & PROTECT
EXISTING BUILDING
S89°21'28"E 165.15'
N87°36'29"E 182.74'
N84°10'02"E 52.04'
N01°10'43"E 166.48'
S00°47'32"E 182.07'
PROPOSED GRAVEL PLAZA
(RE: LANDSCAPE ARCHITECT)
(EXISTING PROPERTY LINE)
SIDEWALK
1
1.32
2
0.29
1
2
3
0.01
3
PROPOSED MOVIE
SCREEN (RE: OWNER)
PROPOSED RAISED PLATFORM
FOR MOVIE PROJECTOR HOUSING
(RE: LANDSCAPE ARCHITECT)
PRESERVE & PROTECT
EXISTING TREE (TYP.)
PROPOSED COLUMN
(TYP. - RE: ARCHITECT)
PROPOSED TOP OF
DETENTION POND
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRY-STACKED
BOULDER WALL (TYP. - RE:
LANDSCAPE ARCHITECT
PROPOSED GRAVEL SWALE
PRESERVE & PROTECT
EXISTING TREES (TYP.)
EXISTING
PROPERTY LINE
EXISTING
RIGHT-OF-WAY
PROPOSED SIGN
(RE: ARCHITECT)
EXISTING RIGHT-OF-WAY
PROPOSED CANOPY
(RE: ARCHITECT)
PROPOSED 2ND STORY
DECK (RE: ARCHITECT)
PROPOSED POND OUTLET
PROPOSED STORM
SEWER MANHOLE
PROPOSED
STORM SEWER
PROPOSED
NYLOPLAST INLET
PROPOSED INLET
PROPOSED
AREA INLET
PROPOSED
STORM SEWER
PROPOSED STORM SEWER
PROPOSED
NYLOPLAST INLET
PROPOSED EMERGENCY
ACCESS EASEMENT
PROPOSED
NYLOPLAST INLET
PROPOSED FES
PROPOSED FES
PROPOSED FES
PROPOSED
STORM SEWER
CONNECT TO
PROPOSED ROOF
DRAIN. (RE: MEP)
CONNECT TO PROPOSED
CONNECT TO PROPOSED ROOF DRAIN. (RE: MEP)
ROOF DRAIN. (RE: MEP)
N89°21'28"E 405.45'
PROPOSED DRIVEWAY
PROPOSED
BUILDING
4
0.02
4
PROPOSED BOULDERS (TYP. -
RE: LANDSCAPE ARCHITECT
PROPOSED STORM
SEWER MANHOLE
MASON STREET
(FUTURE)
A
DRAINAGE BASIN LABEL
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
B2
1.45 ac
80
79
5015
5013
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED CONTOURS
DESIGN POINT
FLOW ARROWS
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT
GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY
MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED
ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO
CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2. REFER TO THE "PRELIMINARY DRAINAGE REPORT FOR LYRIC CINEMA"
BY NORTHERN ENGINEERING, DATED MAY 4, 2016 FOR ADDITIONAL
INFORMATION.
NOTES:
PROPOSED STORM SEWER
PROPOSED UNDERDRAIN
UD
EXISTING RIGHT-OF-WAY/PROPERTY LINE
VAULT
ELEC
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING CONCRETE
EXISTING CURB & GUTTER
PROPOSED LIGHT DUTY CONCRETE PAVEMENT
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
PROPOSED VERTICAL CURB & GUTTER
RD
PROPOSED LID TREATMENT/POROUS LANDSCAPE DETENTION
EXISTING BUILDING
SAWCUT LINE
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING TREES
PROPOSED ROOF DRAIN
PROPOSED TRANSFORMER
PROPOSED HEAVY DUTY CONCRETE PAVEMENT
PROPOSED OUTFALL CURB & GUTTER
T
PROPOSED 5' CURB TRANSITION FROM VERTICAL CURB TO OUTFALL CURB T
EXISTING RAILROAD TRACKS
PROPOSED GRAVEL/COBBLE SURFACE (RE: LANDSCAPE ARCHITECT
DETENTION POND
DESIGN WATER SURFACE ELEVATION 4975.25 FT
FREEBOARD 0.70 FT
DESIGN RELEASE RATE 0.06 CFS
DESIGN DETENTION VOLUME FOR 100-YEAR STORM 21,344 FT3
0.49 AC-FT
REQUIRED MINIMUM VOLUME 20,367 FT3
0.47 AC-FT
REQUIRED DETENTION VOLUME FOR 100-YEAR STORM 18,731 FT3
0.43 AC-FT
REQUIRED POROUS LANDSCAPE VOLUME 1,636 FT3
0.04 AC-FT
DETENTION POND SUMMARY
BASIN SUMMARY
BASIN ID BASIN AREA (FT
2) BASIN AREA (AC.) % IMPERVIOUS Q
2-YR (CFS) Q
10-YR (CFS) Q
100-YR (CFS)
1 58,457 FT2
1.34 ACRES 85.0% 2.31 CFS 3.95 CFS 10.39 CFS
2 11,894 FT2
0.27 ACRES 85.0% 0.46 CFS 0.78 CFS 2.06 CFS
3 378 FT2
0.01 ACRES 85.0% 0.02 CFS 0.03 CFS 0.08 CFS
4 963 FT2
0.02 ACRES 85.0% 0.04 CFS 0.08 CFS 0.19 CFS
OS1 153,517 FT2
3.52 ACRES 35.3% 2.44 CFS 4.17 CFS 17.36 CFS
Historic Site 71,692 FT2
1.65 ACRES 0.0% 0.49 CFS 0.83 CFS 7.13 CFS
NEW IMPERVIOUS AREA 0.810 AC.
TRADITIONAL PAVEMENT AREA 0.370 AC.
OTHER IMPERVIOUS SURFACES (ROOFS, CONCRETE, WALKS, ETC.) 0.440 AC.
REQUIRED MINIMUM IMPERVIOUS AREA TO BE TREATED (75%) 0.608 AC.
TREATMENT AREAS
RUN-ON AREA FOR PLD#1 0.790 AC.
TOTAL IMPERVIOUS AREA TREATED 0.790 AC.
PERCENT OF TREATMENT OF IMPERVIOUS AREA 98%
LID SUMMARY
NOT FOR CONSTRUCTION
REVIEW SET
LEGEND:
FIELD SURVEY BY:
ORIGINAL FIELD SURVEY
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 1089-001
DATE: JANUARY 2015
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
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
Know what'sbelow.
Call before you dig.
R
C500
DRAINAGE PLAN
1" = 20'
FSW
FSW
NOT FOR CONSTRUCTION
REVIEW SET
N E N O G R I N T E H E E R RN I N G
u | r
Scale
Project number
Date
Drawn by
Checked by
Urban|Rural Design, inc.
252 linden street, studio 6
fort collins, colorado
970.846.0267
brian@urbanruralarch.com
1089-001
THE LYRIC
Glozer LLC
May 4, 2016
No. Description Date
LANDSCAPE ARCHITECT:
ARCHITECT:
CIVIL ENGINEER:
MEP ENGINEER:
PDP-1 Planning Development Plan
PDP-2 Planning Development Plan, 2nd sub.
04.06.16
05.04.16
DRAWING TITLE:
PROJECT | OWNER:
342 West Douglas Road
Fort Collins, CO 80524
970-416-1018
301 Howes Street, Suite 100
Fort Collins, CO 80524
970-416-1018
DETAILS
OUTLET STRUCTURE
C C
A
A
B
B
CONTROL
PLATE
\A1;Ls \A1;3'-6"
(MIN.) \A1;6"
\A1;Ws
\A1;6"
\A1;6"
\A1;VARIES \A1;VARIES
\A1;6"
\A1;Ws/2 \A1;Ws/2
OUTLET CENTERLINE PIPE OF
SECTION C-C
SECTION A-A SECTION B-B
WELL SCREEN FLOW CONTROL PLATE
#4@#4@12" 12"
#4@18"
#4@12"
\A1;2'-6"
#4L@12"
#4@12"
\A1;6"
Wo
\A1;Wo \A1;\A1;Wp Wo
(Wo+6")
\A1;4"
(TYP.) TABLE
3" (TYP.)
1/4" (MIN.) THICK
STEEL FLOW CONTROL
PLATE
ANCHOR STAINLESS BOLT STEEL (TYP.)
(MAX.)
INTO CONCRETE SIDES
STEEL CHANNEL FORMED
3/8"x1" FLAT
BAR HOLDING
FRAME
INTERMITTANT WELDS ON TOP AND SIDES
STAINLESS STEEL ANCHOR BOLTS OR
FLOW PLATE CONTROL
END OPTIONAL OF WING CONCRETE WALL) WING WALL (TYP.)
51"x51" GRATING
(3/8" ROUND OR
TWISTED CROSS
BARS AT 3" O.C.,
WELDED TO 1"x3/8"
BEARING BARS AT
2 1/2" O.C.)
3/8" ROUND OR
TWISTED CROSS
BAR
BAR
1"x3/BEARING 8"
PLAN
\A1;6"
\A1;3"
CLR.
3"
CLR.
3" CLR.
TO FASTEN GRATE DOWN
\A1;3/8"x6" THREADED BOLT D1
4 OR 3
4. ALL TRASH RACKS SHALL BE MOUNTED USING STAINLESS STEEL HARDWARE AND
PROVIDED WITH HINGED AND LOCKABLE OR BOLTABLE ACCESS PANELS.
5. TRASH RACKS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL TRASH
RACKS SHALL BE HOT DIP GALVANIZED AND MAY BE HOT POWDER PAINTED
AFTER GALVANIZING.
3 1/2"
x1 1/2"
KEY
OUTLET PIPE
4% 4%
CLR.
3"
BAR
#4 HOOP
PIPE
CONCRETE
METAL OR
F
LAP
12"
#4@12" O.C.
O.C.
#4@12"
CONCRETE SHALL BE CLASS B. MAY BE CAST-IN-PLACE OR PRECAST.
GENERAL NOTES
1.
2.
3. STEPS SHALL BE PROVIDED WHEN VERTICAL DIMENSION EXCEEDS 3'-6"
AND SHALL BE IN ACCORDANCE WITH AASHTO M 199.
HAVE A MINIMUM 2" CLEARANCE.
REINFORCING BARS SHALL BE EPOXY COATED AND DEFORMED, AND SHALL
#4 DIAGONAL
(TYP.)
SECTION D-D
HOLE (TYP.), SEE
ELEV. B
ELEV. A
ELEV. C
WQ
SPILL ELEV.
WATER QUALITY
100-YEAR OUTLET
D
D
CONCRETE OF OPTIONAL PAD WING WITH WALLS USE
ELEV. A (POND INV.)
ELEV. B (WQCU ELEV)
ELEV. C
SPILL ELEV.
WQ
HOLE DIA.
# OF COLUMNS # OF ROWS
SECTION LINE A-A (ARROWS
A A POINT IN DIRECTION SECTION
OPP. OPPOSITE
CLR. CLEARANCE
ABBREVIATIONS
MINIMUM
MAXIMUM
ON CENTER
DIAMETER
TYPICAL
WIDTH OF CONCRETE OPENING
WIDTH OF PLATE
NUMBER
@ AT
#
Wp
Wo
TYP.
DIA.
O.C.
MAX.
LEGEND
WATER QUALITY (WQ)
WQ WATER QUALITY
D WQ
INV. INVERT
ELEV. ELEVATION
\A1;6"
Ls
Ws
AND PAD (END OF PAD TO MATCH
\A1;6"
CONCRETE DOWEL WITH PAD USE OF
Ls LENGTH OF STRUCTURE
Ws WIDTH OF STRUCTURE
Wo
(12" MIN.)
STEEL OR EQUAL)
(NOTE 5)
TRASH RACK
(U.S. FILTER STAINLESS
WELL SCREEN NO. 93
TRASH RACK
STEEL OR EQUAL)
(U.S. FILTER STAINLESS
WELL SCREEN NO. 93
EQUAL)
FILTER STAINLESS
NO. 93 (U.S.
WELL SCREEN
STEEL OR
3/8"x6" THREADED BOLT
TO FASTEN GRATE DOWN
GRATE (TYP. OPP. SIDE)
2 1/4" FROM EDGE OF
TO HOLD HINGE IN PLACE,
3/8"x6" BOLTS 12" O.C.
FLOW
TO COVER OPENING
(FASTEN WITH 3/8"x6"
TREADED 1/4" METAL BOLTS) PLATE
TO GRATE, WITH
TO GRATE, WITH
(TYP. OPP. SIDE)
GRATE (TYP. OPP. SIDE)
2 1/4" FROM EDGE OF
TO HOLD HINGE IN PLACE,
3/8"x6" BOLTS 12" O.C.
1/4" PLATE, WELDED
1/4" PLATE, WELDED
BOTTOM ROW OF HOLES TO BE MIN. 1' ABOVE INVERT OF POND
NO HOLES WITHIN BOTTOM 1' OF OUTLET STRUCTURE
5.6%
10:1
7:1
4.6%
3.0%
3.8%
1.9%
5.0%
3.6%
2.6%
1.3%
1.8%
1.0%
1.1%
4:1
1:1
1:1
1:1
1:1
4:1
4:1
4:1
7:1
1.6%
1.7%
0.6%
0.6%
0.6%
0.9%
0.6%
0.6%
1.6%
1.6%
1.7%
1.6%
1.6%
1.6%
1.6%
1.6%
8.0%
5.0%
8.3%
6.3%
3.9%
3.6%
2.1%
3.2%
2.9%
2.0%
2.5%
2.3%
7.2%
18:1
6.1%
5.5%
2.0%
8.3%
3.0%
2.8%
5.0%
2.9%
3.7%
2.4%
3.1%
2.3%
3.2%
12.9%
12.3%
3.1%
9.0%
4.5%
2.0%
1.0%
1.2%
1.1%
1.1%
1.1%
1.0%
75.65
FL
75.40
FL
75.11
FL
74.75
FL/LP
75.01
FL
75.27
FL
76.64
FL/HP
75.94
FL/HP
75.90
FL
75.99
FL
76.55
HP
75.60
FL
76.04
FL
76.30
FL/HP
75.75
LP
78.90
HP
0.6%
5.0%
7.5%
4:1
2.9%
5.2%
7:1
76.25
FL
76.17
FL
10.1%
5.4%
9.0%
10:1
2.0%
4:1
3.5%
1.0%
3.2%
2.7%
5.0%
2.4%
2.1%
2.6%
2.8%
8:1
6:1
4:1
4:1
10:1
4.9%
4:1
4:1
33' WIDE ROW
9' WIDE UTILITY
EASEMENT
30' WIDE UTILITY
EASEMENT
75.50
LP
75.50
LP
78.50
HP
79.00
TW
79.00
TW
11.2%
4:1
5:1
3.8%
3.3%
3.0%
5.1%
5:1
75.95
HP
75.95
HP
75.95
HP
75.95
HP
75.95
HP
75.95
HP
75.95
HP
76.25
HP
76.25
HP
76.15
HP
PROPOSED STORM MH A1
N: 136592.73
E: 194834.74
RIM: 4975.87
INV. IN: 4969.46 30" RCP
EX. INV IN: 4969.36 30" RCP
EX. INV OUT: 4969.36 30" RCP
(75.85)
(76.06)
5.9%
3.6%
(76.21)
75.95
HP
75.95
HP
75.95
HP
75.95
HP
76.25
HP
76.25
HP
76.25
HP
76.73
HP
76.25
HP
76.25
HP
(74.12)
(76.50)
(75.65)
76.25
76.64
FL
2.0%
2.8%
2.0%
2.0%
76.10
HP
15' UTILITY
EASEMENT
170.28 LF 30" RCP @ 0.21%
167.60 LF 30" RCP @ 0.20%
PROPOSED STORM MH A2
STA: 11+70.08
N: 136594.45
E: 194667.15
RIM: 4975.96
INV IN: 4969.99 30" RCP
INV OUT: 4969.79 30" RCP
46.70 LF 18" HDPE @ 0.50%
75.49 LF 8" PVC @ 0.50%
PROPOSED STORM INLET B2
STA: 10+49.68
N: 136656.21
E: 194588.68
RIM: 4975.26
INV IN: 4972.91 8" PVC
INV OUT: 4972.71 18" HDPE
PROPOSED MOVIE
SCREEN (RE: OWNER)
PROPOSED MOVIE
PROJECTOR HOUSING
(RE: OWNER)
PROPOSED
POND OUTLET
INV OUT: 4970.35
PROPOSED
AREA INLET
PROPOSED STORM SEWER
PROPOSED VALLEY PAN
BETWEEN EX. BUILDING
AND RETAINING WALL
PROPOSED TOP OF
BERM ELEV. = 4975.95
PROPOSED TOP OF
BERM ELEV. = 4975.95
PROPOSED ROCKS (RE:
LANDSCAPE ARCHITECT)
PROPOSED DRY STACKED
BOULDER WALL (RE:
LANDSCAPE ARCHITECT)
PROPOSED 2.5' HIGH
RETAINING WALL (RE:
LANDSCAPE ARCHITECT
PROPOSED ROCKS (RE:
LANDSCAPE ARCHITECT)
PROPOSED SIGN
(RE: ARCHITECT)
EXISTING
PROPERTY LINE
EXISTING
RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
APPROXIMATE LIMITS
OF CONSTRUCTION
SAWCUT LINE (TYP.)
APPROXIMATE LIMITS
OF CONSTRUCTION
APPROXIMATE LIMITS
OF CONSTRUCTION
PROPOSED FES
INV OUT: 4972.47
PROPOSED CONNECTION TO
BUILDING AT INVERT 4973.29
PROPOSED FES
INV OUT: 4973.13
PROPOSED NYLOPLAST
STORM INLET C5
STA: 13+17.18
N: 136648.97
E: 194791.95
RIM: 4975.75
INV OUT: 4974.38 8" HDPE
48.93 LF 8" HDPE @ 0.30%
PROPOSED NYLOPLAST
STORM INLET C4
STA: 12+68.24
N: 136697.01
E: 194782.64
RIM: 4976.40
INV IN: 4974.24 8" HDPE
INV OUT: 4974.14 12" HDPE
PROPOSED BUILDING
FF ELEV. = 4977.5
PROPOSED PARKING LOT
PROPOSED DRIVEWAY
PROPOSED SIDEWALK
PROPOSED PLAZA
EX. 8' (±) WIDE SIDEWALK
1203 N. COLLEGE AVE.
EXISTING BUILDING
EX. FF ELEV. = 4976.5(±)
(SEE NOTE 11)
EXISTING RAILROAD ROW
EXISTING 30" STORM SEWER
(EXISTING PROPERTY LINE)
PROPOSED LID
TREATMENT / POROUS
LANDSCAPE DETENTION
MASON STREET
(FUTURE)
1219 N. COLLEGE AVE.
EXISTING BUILDING
1201 N. COLLEGE AVE.
113 HICKORY ST.
N. COLLEGE AVENUE
(PUBLIC ROW VARIES)
61.49 LF 12" HDPE @ 0.30%
PROPOSED NYLOPLAST
STORM INLET C3
STA: 12+06.76
N: 136758.15
E: 194776.15
RIM: 4975.50
INV IN: 4973.95 12" HDPE
INV OUT: 4973.85 12" HDPE
113.04 LF 12" HDPE @ 0.30%
PROPOSED NYLOPLAST
STORM INLET C2
STA: 10+93.71
N: 136759.42
E: 194663.11
RIM: 4975.50
INV IN: 4973.52 12" HDPE
INV OUT: 4973.42 12" HDPE
93.71 LF 12" HDPE @ 0.30%
PROPOSED CONNECTION TO
BUILDING AT INVERT 4973.58
PROPOSED CONNECTION TO
BUILDING AT INVERT 4973.81
PROPOSED CONNECTION TO
BUILDING AT INVERT 4974.35
PROPOSED CONNECTION TO
BUILDING AT INVERT 4974.32
28.68 LF 6" HDPE @ 0.50%
5.82 LF 6" HDPE @ 0.50%
7.33 LF 6" HDPE @ 0.50%
NOTES:
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE
1.8%
EXISTING GRADE
(1.8%)
HP - HIGH POINT
LP - LOW POINT
TC - TOP OF CONCRETE
FL - FLOWLINE OF CURB
TBC - TOP BACK OF CURB
TW - TOP OF WALL
BW - BOTTOM OF WALL
GRD - ELEVATION AT EXTERIOR WALL OR DOOR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
PROPOSED CONTOURS
80
79
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED UNDERDRAIN
UD
VAULT
ELEC
RD
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING TREES
PROPOSED ROOF DRAIN
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, EDGE OF PAVEMENT, OR EDGE OF
WALK UNLESS NOTED OTHERWISE.
3. ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE
PLANS.
4. ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE
PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME ELEVATION AS ADJACENT
SIDEWALK TO ALLOW FOR PROPER DRAINAGE.
5. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ACTIVITIES.
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
7. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT.
8. SEE ARCHITECTURAL PLANS FOR DIMENSIONS/DESIGN OF ALL BUILDING
CONCRETE DOOR STOOPS.
9. ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL
BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO
CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.
10. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE
(HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF
DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE
DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE
ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE
HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE
MADE WITH A HDPE TO PVC ADAPTER.
11. EXISTING BUILDING IS LOCATED 0.1' SOUTH OF PROPERTY LINE. CONTRACTOR TO
PRESERVE AND PROTECT EXISTING BUILDING AND MATCH INTO EXISTING
ELEVATIONS AGAINST BUILDING. PROPOSED VALLEY PAN SHALL SLOPE AWAY
FROM EXISTING BUILDING AT MINIMUM 2% SLOPE.
PROPOSED TRANSFORMER T
EXISTING RIGHT-OF-WAY/PROPERTY LINE
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING CONCRETE
EXISTING CURB & GUTTER
PROPOSED LIGHT DUTY CONCRETE PAVEMENT
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
PROPOSED VERTICAL CURB & GUTTER
PROPOSED LID TREATMENT/POROUS LANDSCAPE DETENTION
EXISTING BUILDING
SAWCUT LINE
PROPOSED HEAVY DUTY CONCRETE PAVEMENT
PROPOSED OUTFALL CURB & GUTTER
EXISTING RAILROAD TRACKS
PROPOSED GRAVEL/COBBLE SURFACE (RE: LANDSCAPE ARCHITECT
NOT FOR CONSTRUCTION
REVIEW SET
LEGEND:
FIELD SURVEY BY:
ORIGINAL FIELD SURVEY
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 1089-001
DATE: JANUARY 2015
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
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
Know what'sbelow.
Call before you dig.
R
C400
GRADING PLAN
1" = 20'
FSW
FSW
NOT FOR CONSTRUCTION
REVIEW SET
N E N O G R I N T E H E E R RN I N G
u | r
Scale
Project number
Date
Drawn by
Checked by
Urban|Rural Design, inc.
252 linden street, studio 6
fort collins, colorado
970.846.0267
brian@urbanruralarch.com
1089-001
THE LYRIC
Glozer LLC
May 4, 2016
No. Description Date
LANDSCAPE ARCHITECT:
ARCHITECT:
CIVIL ENGINEER:
MEP ENGINEER:
PDP-1 Planning Development Plan
PDP-2 Planning Development Plan, 2nd sub.
04.06.16
05.04.16
DRAWING TITLE:
PROJECT | OWNER:
342 West Douglas Road
Fort Collins, CO 80524
970-416-1018
301 Howes Street, Suite 100
Fort Collins, CO 80524
970-416-1018
WV
H
Y
D
H
Y
D
WV
CTV CTV CTV
5'
EXISTING 8" WATER
EX. 30" STORM SEWER
EXISTING 12" SANITARY SEWER
PROPOSED DRIVEWAY
PROPOSED SIDEWALK
PROPOSED BUILDING
PROPOSED PARKING LOT
PROPOSED
SIDEWALK
EXISTING RAILROAD ROW
PROPOSED PLAZA (RE:
LANDSCAPE ARCHITECT)
PROPOSED SIDEWALK
SIDEWALK
PROPOSED FIRE
AND TRUCK LANE
PROJECTOR
30' UTILITY
EASEMENT
19.5'
3' 10'
7'
33' WIDE ROW
9' WIDE UTILITY
EASEMENT
5'
7'
15' UTILITY
EASEMENT
S89°21'28"E 165.15'
N87°36'29"E 182.74'
N01°10'43"E 166.48'
N89°21'28"E 405.45'
S00°47'32"E 182.07'
(EXISTING PROPERTY LINE)
MASON STREET
(FUTURE)
EX. 8' (±) WIDE SIDEWALK
1203 N. COLLEGE AVE.
EXISTING BUILDING
1219 N. COLLEGE AVE.
EXISTING BUILDING
1201 N. COLLEGE AVE.
113 HICKORY ST.
6" F 6" F 6" F 6" F 6" F 6" F 6" F 6" F 6" F
6" F
1.5" W 1.5" W 1.5" W 1.5" W 1.5" W 1.5" W 1.5" W
T T
CTV CTV
4" SS
UD
UD
E E E
T
T/C T/C T/C
T/C
CTV CTV CTV CTV CTV CTV CTV CTV
C
W
G G G
10' MIN.
N. COLLEGE AVENUE
(PUBLIC ROW VARIES)
PROPOSED POND OUTLET
PROPOSED STORM
SEWER MANHOLE
PROPOSED STORM
SEWER MANHOLE
PROPOSED TELECOMMUNICATIONS
AND CABLE TELEVISION SERVICE
(RE: ELECTRICAL PLANS)
PROPOSED POWER POLE. SEE
DRY UTILITY NOTES 2, 3, & 4.
RECONNECT UTILITY SERVICES TO
ADJOINING PROPERTY PER UTILITY
COMPANY'S SPECIFICATIONS AND
REQUIREMENTS. COORDINATE UTILITY
WORK WITH ADJOINING PROPERTY OWNER.
CONNECT TO EXISTING 8"
WATER MAIN PER CITY'S
STANDARDS & REGULATIONS.
TIE INTO EXISTING 8" WATER MAIN
WITH 8"x6" TAPPING SADDLE,
THRUST BLOCK, AND 6" GATE VALVE
PRESERVE & PROTECT
EXISTING TRAFFIC SIGNAL
PRESERVE & PROTECT
EXISTING LIGHT
PRESERVE & PROTECT
EXISTING LIGHT
PRESERVE & PROTECT EXISTING
LIGHT AND ELECTRIC VAULTS
PRESERVE & PROTECT
EXISTING TREE (TYP.)
PRESERVE & PROTECT
EX. SANITARY SEWER MH
RIM = 4974.10
INV. IN = 4967.62 (N)
INV. OUT = 4967.52 (S)
PRESERVE AND PROTECT
EXISTING RAILROAD SWITCH
PRESERVE & PROTECT
EXISTING GAS METER
PROPOSED
STORM SEWER
PROPOSED
NYLOPLAST INLET
PROPOSED INLET
PROPOSED
AREA INLET
PROPOSED
STORM SEWER
PROPOSED STORM SEWER
PROPOSED
NYLOPLAST INLET
PROPOSED 2.5' HIGH
RETAINING WALL (RE:
LANDSCAPE ARCHITECT
PROPOSED STAIRS FOR 2ND
STORY DECK (RE: ARCHITECT)
PROPOSED TOP OF
DETENTION POND
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRY-STACKED
BOULDER WALL (TYP. - RE:
LANDSCAPE ARCHITECT
PROPOSED RETAINING WALL
(RE: LANDSCAPE ARCHITECT
PROPOSED EMERGENCY
ACCESS EASEMENT
PROPOSED MOVIE
SCREEN (RE: OWNER)
PROPOSED GRAVEL SWALE
PROPOSED
NYLOPLAST INLET
PROPOSED FES
PROPOSED FES PROPOSED FES
PROPOSED
STORM SEWER
EXISTING
PROPERTY LINE
EXISTING
RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
PROPOSED COLUMN
(TYP. - RE: ARCHITECT)
PROPOSED SIGN
(RE: ARCHITECT)
PROPOSED CANOPY
(RE: ARCHITECT)
CONNECT TO EX. ELECTRIC PER
CITY'S STANDARDS & REGULATIONS
CONNECT TO PROPOSED
ROOF DRAIN. (RE: MEP)
CONNECT TO PROPOSED
ROOF DRAIN. (RE: MEP)
CONNECT TO PROPOSED
ROOF DRAIN. (RE: MEP)
CONNECT TO PROPOSED
ROOF DRAIN. (RE: MEP)
PRESERVE & PROTECT
EXISTING TREES (TYP.)
EXISTING
PROPERTY LINE
APPROXIMATE LIMITS
OF CONSTRUCTION
APPROXIMATE LIMITS
OF CONSTRUCTION
PROPOSED
NYLOPLAST
INLET
PROPOSED ELECTRIC SERVICE SEE
MEP PLANS FOR CONTINUATION
CONNECT TO EX. UNDERGROUND
CABLE TV WITH NEW PEDESTAL
PER COMCAST SPECIFICATIONS
(SEE DRY UTILITY NOTE 3).
APPROXIMATE LOCATION OF EXISTING
UNDERGROUND CABLE TV LINE (COMCAST)
RELOCATED UNDERGROUND
CABLE TV (SEE DRY UTILITY
NOTE 3)
CONNECT TO EXISTING GAS
STUB PER UTILITY COMPANY'S
STANDARDS & REGULATIONS
1
2
3
5
4
6
10
9
7
11 11
PROPOSED COLUMN
(TYP. - RE: ARCHITECT)
5'
8
T/C
PROPOSED GAS LINE G
PROPOSED 4" SANITARY SEWER 4" SS
1.5" W
PROPOSED 6" FIRE SERVICE 6" F
OHU
EXISTING STORM SEWER
EXISTING OVERHEAD UTILITIES
EXISTING LIGHT POLE
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
H
Y
D
G
EXISTING TELEPHONE T
ST
EXISTING ELECTRIC E
PROPOSED CABLE TELEVISION CTV
PROPOSED STORM SEWER
EXISTING GAS
EXISTING TREES
PROPOSED UNDERDRAIN UD
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN
ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE
ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES
OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE
TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF
BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND
VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE
COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.
3. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE
ROUTING FOR SITE LIGHTING.
4. WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL
WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER
SHALL BE 5.5'.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER & WATER MAINS & SERVICES.
7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
8. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC UNLESS OTHERWISE NOTED.
9. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES
SHALL BE TYPE K COPPER.
10. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE)
OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN
LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND
VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE
PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL
SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER.
11. 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.
12. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT.
13. ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
DRY UTILITY NOTES
1. 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.
2. INSTALL POWER POLE WITH GUY WIRES AND ATTACH EXISTING OVERHEAD
UTILITIES TO POLE PER UTILITY COMPANY'S SPECIFICATIONS. CONTRACTOR
TO COORDINATE INSTALLATION OF POLE WITH RESPECTIVE UTILITY
COMPANYS. UTILITIES ON POLE INCLUDE: COMCAST (CABLE TV), CENTURYLINK
(TELECOMMUNICATIONS), AND CITY OF FORT COLLINS POWER (ELECTRIC).
3. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS TO RELOCATE THE
EXISTING OVERHEAD CABLE TV LINE (OWNED BY COMCAST) INTO AN
UNDERGROUND CONDUIT AS SHOWN ON THIS PLAN. THE CONTRACTOR OR
COMCAST SHALL PROVIDE AND INSTALL THE CONDUIT. COMCAST SHALL MAKE
THE CONNECTION POINTS AND PULL ALL CABLE WITHIN THE CONDUIT. THE
DEVELOPER SHALL DETERMINE WHO WILL INSTALL THE CONDUIT BETWEEN
THE CONTRACTOR OR COMCAST.
4. PHONE, INTERNET, AND CABLE SERVICE TO BE PROVIDED BY CENTURYLINK
AND/OR COMCAST. THE PROVIDER SHALL MAKE THE CONNECTION FROM
MAIN, LOCATED ON NEW POWER POLE, AND PULL ALL CABLE WITHIN THE
CONDUIT TO THE PROPOSED PEDESTAL AND/OR VAULT. THE DEVELOPER
SHALL BE RESPONSIBLE FOR INSTALLING THE REQUIRED QUANTITY AND SIZE
OF CONDUIT, AS DELINEATED BY THE PROVIDER, FROM THE CONNECTION
POINT TO THE BUILDING AS SHOWN ON THIS PLAN. DEVELOPER WILL
DETERMINE WHO THE PROVIDER WILL BE BETWEEN CENTURYLINK OR
COMCAST.
5. ALL CONDUIT PLACED BY THE DEVELOPER FOR PHONE, INTERNET, AND CABLE
SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE
SPECIFICATIONS OF EACH UTILITY COMPANY.
6. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE
CITY SHALL INSTALL THE TRANSFORMER AND PRIMARY LINE FROM THE
CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER. THE
COST OF THE PRIMARY LINE, TRANSFORMER, AND THE INSTALLATION OF THE
SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER.
7. ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL
LOCATION AND SIZE OF TRANSFORMER WITH APPROVED ARCHITECTURAL
PLANS.
8. XCEL SHALL INSTALL THE CONNECTIONS TO THE EXISTING GAS MAIN, AND
INSTALL THE SERVICE TO GAS METER AT THE BUILDING AT THE DEVELOPERS
EXPENSE.
9. IT IS RECOMMENDED THAT A DRY UTILITY COORDINATION MEETING TO BE SET
UP BY THE CONTRACTOR AND/OR OWNER WITH ALL DRY UTILITY AGENCIES
PRIOR TO CONSTRUCTION TO COORDINATE THEIR DESIGN.
NOTES:
PROPOSED ROOF DRAIN RD
PROPOSED TRANSFORMER T
EXISTING RIGHT-OF-WAY/PROPERTY LINE
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING CONCRETE
EXISTING CURB & GUTTER
PROPOSED LIGHT DUTY CONCRETE PAVEMENT
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
PROPOSED VERTICAL CURB & GUTTER
PROPOSED LID TREATMENT/POROUS LANDSCAPE DETENTION
EXISTING BUILDING
SAWCUT LINE
PROPOSED HEAVY DUTY CONCRETE PAVEMENT
PROPOSED OUTFALL CURB & GUTTER
EXISTING RAILROAD TRACKS
PROPOSED GRAVEL/COBBLE SURFACE (RE: LANDSCAPE ARCHITECT
PROPOSED UNDERGROUND CABLE TV & TELECOMMUNICATIONS (SEE DRY UTILITY NOTE 4)
PROPOSED UNDERGROUND ELECTRIC E
KEY NOTES:
CONNECT TO EXISTING SANITARY SEWER MAIN WITH WYE SADDLE WITH
1 STAINLESS STEEL STRAPS AT INVERT ELEVATION 4968.70.
PROPOSED GREASE INTERCEPTOR. SEE APPROVED PLUMBING PLANS
FOR PROPOSED SANITARY SEWER INLET/OUTLET PIPE ELEVATIONS AND
ROUTINGS. INVERT OUT ELEVATION = 4969.44.
2
INSTALL 4" PVC SANITARY SEWER SERVICE AT MINIMUM 2% SLOPE AND
3 INVERT ELEVATION 4969.58. SEE PLUMBING PLANS FOR CONTINUATION.
5 PROPOSED GAS SERVICE. SEE MEP PLANS FOR CONTINUATION.
6
7
8
PROPOSED 6" FIRE SERVICE. SEE PLUMBING PLANS FOR CONTINUATION.
PROPOSED 2" WATER SERVICE. SEE PLUMBING PLANS FOR
CONTINUATION.
4 PROPOSED SANITARY SEWER WYE AT INVERT 4969.23.
9
10 PROPOSED CURB STOP WITH TRAFFIC RATED LID.
PROPOSED 2" TO 1 1
2" REDUCER
11 PROPOSED 90° HORIZONTAL BEND WITH THRUST BLOCK.
PROPOSED 1 1
2" WATER METER.
\A1;PROPOSED 1 {\H0.7x;\S1#2;}" DOMESTIC WATER SERVICE N E N O G R I N T E H E E R RN I N G
u | r
Scale
Project number
Date
Drawn by
Checked by
Urban|Rural Design, inc.
252 linden street, studio 6
fort collins, colorado
970.846.0267
brian@urbanruralarch.com
1089-001
THE LYRIC
Glozer LLC
May 4, 2016
No. Description Date
LANDSCAPE ARCHITECT:
ARCHITECT:
CIVIL ENGINEER:
MEP ENGINEER:
PDP-1 Planning Development Plan
PDP-2 Planning Development Plan, 2nd sub.
04.06.16
05.04.16
DRAWING TITLE:
PROJECT | OWNER:
342 West Douglas Road
Fort Collins, CO 80524
970-416-1018
301 Howes Street, Suite 100
Fort Collins, CO 80524
970-416-1018
LEGEND:
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
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
Know what'sbelow.
Call before you dig.
R
NOT FOR CONSTRUCTION
REVIEW SET
NOT FOR CONSTRUCTION
REVIEW SET
C300
UTILITY PLAN
1" = 20'
FSW
FSW
PRESERVE & PROTECT
EXISTING TRAFFIC SIGNAL
PRESERVE & PROTECT
EXISTING LIGHT
PRESERVE & PROTECT
EXISTING LIGHT
PRESERVE & PROTECT EXISTING
LIGHT AND ELECTRIC VAULTS
PRESERVE & PROTECT
EXISTING TREE (TYP.)
PRESERVE AND PROTECT
EXISTING RAILROAD SWITCH
PROPOSED
DRIVEWAY
PROPOSED 5' WIDE SIDEWALK
PROPOSED
BUILDING
PROPOSED PARKING LOT
PROPOSED PLAZA (RE:
LANDSCAPE ARCHITECT)
PROPOSED 8' WIDE SIDEWALK
EX. 8' (±) WIDE SIDEWALK
EXISTING RAILROAD ROW
PROPOSED 5' WIDE SIDEWALK
PROPOSED 2ND STORY
DECK (RE: ARCHITECT)
PROPOSED STAIRS FOR 2ND
STORY DECK (RE: ARCHITECT)
PROPOSED BOULDERS (RE:
LANDSCAPE ARCHITECT)
PROPOSED BIKE RACKS
(RE: LANDSCAPE
ARCHITECT)
PROPOSED COLUMN
(TYP. - RE: ARCHITECT)
PROJECTOR
PROPOSED 6'
WIDE SIDEWALK
PROPOSED TRASH ENCLOSURE
(RE: LANDSCAPE ARCHITECT
PROPOSED CONCRETE
VALLEY PAN BETWEEN EX.
BUILDING AND RETAINING
WALL (SEE NOTE 12)
PROPOSED LID
TREATMENT / POROUS
LANDSCAPE DETENTION
PROPOSED OUTFALL
CURB & GUTTER
PROPOSED VERTICAL
CURB & GUTTER
PROPOSED OUTFALL
CURB & GUTTER
PROPOSED VERTICAL
CURB & GUTTER
PROPOSED FIRE
AND TRUCK LANE
PROPOSED TOP OF
DETENTION POND
PROPOSED DRAINAGE
EASEMENT
15' UTILITY
EASEMENT
S89°21'28"E 165.15'
N87°36'29"E 182.74'
N84°10'02"E 52.04'
N01°10'43"E 166.48'
N89°21'28"E 405.45'
S00°47'32"E 182.07'
PROPOSED OUTFALL
CURB & GUTTER
PROPOSED VERTICAL
CURB & GUTTER
PROPOSED ROLL-OVER
CURB & GUTTER
PROPOSED DRY-STACKED
BOULDER WALL (RE:
LANDSCAPE ARCHITECT
PROPOSED DRY-STACKED
BOULDER WALL (RE:
LANDSCAPE ARCHITECT
PROPOSED DRY-STACKED
BOULDER WALL (RE:
LANDSCAPE ARCHITECT
PROPOSED BOULDERS (RE:
LANDSCAPE ARCHITECT PROPOSED BOULDERS (RE:
LANDSCAPE ARCHITECT)
PROPOSED BOULDERS
(RE: LANDSCAPE
ARCHITECT)
PROPOSED DRY-STACKED
BOULDER WALL (RE:
LANDSCAPE ARCHITECT)
25' FROM
FL TO FL
9'
TYP.
19'
TYP.
19'
TYP.
9'
TYP.
FL RADIUS = 4.5'
FL RADIUS = 4.5'
FL RADIUS = 1.5'
EOA RADIUS = 6.0'
FL RADIUS = 15'
FL RADIUS = 31.5'
FL RADIUS = 60.0'
FL RADIUS = 15'
FL RADIUS = 10'
FL RADIUS = 4.5'
PROPOSED GRAVEL SWALE
PROPOSED GRAVEL PLAZA
(RE: LANDSCAPE ARCHITECT)
PROPOSED RETAINING WALL
(RE: LANDSCAPE ARCHITECT
PROPOSED
BOLLARD
101'
PRESERVE & PROTECT
EXISTING TREES (TYP.)
PROPOSED EMERGENCY
ACCESS EASEMENT
NORTHING: 136756.00
EASTING: 194411.59
(PROPERTY CORNER)
NORTHING: 136589.56
EASTING: 194408.17
(PROPERTY CORNER) NORTHING: 136585.02
EASTING: 194813.59
(PROPERTY CORNER)
NORTHING: 136767.07
EASTING: 194811.08
(PROPERTY CORNER)
(EXISTING PROPERTY LINE)
EXISTING
PROPERTY LINE
EXISTING
RIGHT-OF-WAY
PROPOSED SIGN
(RE: ARCHITECT)
121'
EXISTING RIGHT-OF-WAY
42' 42'
19.3' 19.3'
53.5'
NORTHING: 136628.54
EASTING: 194677.94
(OUTSIDE FACE OF WALL)
NORTHING: 136638.94
EASTING: 194778.85
(OUTSIDE FACE OF WALL)
NORTHING: 136748.45
EASTING: 194749.80
(OUTSIDE FACE OF WALL)
NORTHING: 136749.33
EASTING: 194671.10
(OUTSIDE FACE OF WALL)
1.0' WIDE
CURB CUT
PROPOSED CANOPY
(RE: ARCHITECT)
PROPOSED CANOPY
(RE: ARCHITECT)
APPROXIMATE LIMITS
OF CONSTRUCTION
SAWCUT LINE (TYP.)
APPROXIMATE LIMITS
OF CONSTRUCTION
5.0'
2.0'
2.0' 5.0'
5.0'
2.0'
5.0'
APPROXIMATE LIMITS
OF CONSTRUCTION
MASON STREET
(FUTURE)
T
1203 N. COLLEGE AVE.
EXISTING BUILDING
(SEE NOTE 12)
1219 N. COLLEGE AVE.
EXISTING BUILDING
1201 N. COLLEGE AVE.
113 HICKORY ST.
N. COLLEGE AVENUE
(PUBLIC ROW VARIES)
HANDICAP
RAMP (TYP.)
8'
19'
TYP.
5' 8'
8.3'
9'
EXISTING RIGHT-OF-WAY/PROPERTY LINE
VAULT
ELEC
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING CONCRETE
EXISTING CURB & GUTTER
PROPOSED LIGHT DUTY CONCRETE PAVEMENT
PROPOSED HEAVY DUTY ASPHALT PAVEMENT (SEE NOTE 18)
PROPOSED VERTICAL CURB & GUTTER
RD
PROPOSED LID TREATMENT/POROUS LANDSCAPE DETENTION
EXISTING BUILDING
SAWCUT LINE
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING TREES
PROPOSED ROOF DRAIN
PROPOSED TRANSFORMER
NOTES:
1. FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT
AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF
WALL AND IS SHOWN FOR INFORMATION ONLY.
2. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING
AS SHOWN ON THIS DRAWING.
3. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO
CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
4. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE
DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS
BENCHES, SEAT WALLS, LANDSCAPE WALLS, LANDSCAPE ROCK, MULCH,
ETC.
5. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED
ARCHITECTURAL DRAWINGS FOR ALL CONCRETE STEPS, HANDRAIL,
FENCE, BIKE RACK, ETC DETAILS AND SPECIFICATIONS.
6. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH
TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER
COUNTY URBAN AREA STREET STANDARD DETAILS.
7. ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND
THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS
SECTION 22.6.2)
8. THE CONTRACTOR INSTALLING SIGNS SHALL BE RESPONSIBLE FOR
LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES.
9. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN
UNOBSTRUCTED VIEW OF EACH SIGN.
10. CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS
NOTED OTHERWISE.
11. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS
PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
12. EXISTING BUILDING IS LOCATED 0.1' SOUTH OF PROPERTY LINE.
CONTRACTOR TO PRESERVE AND PROTECT EXISTING BUILDING AND
MATCH INTO EXISTING ELEVATIONS AGAINST BUILDING. PROPOSED
CONCRETE VALLEY PAN SHALL SLOPE AWAY FROM EXISTING BUILDING
AT MINIMUM 2% SLOPE.
13. 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.
14. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO
JOINT.
15. CONTRACTOR TO REFERENCE LATEST LANDSCAPE DRAWINGS FOR
PROPOSED CONCRETE COLOR, JOINT PATTERN, TEXTURE, ETC.
16. SEE ARCHITECTURAL PLANS FOR DIMENSIONS/DESIGN OF ALL BUILDING
CONCRETE DOOR STOOPS.
17. ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY
SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS
PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL
INFORMATION.
18. ALL PARKING AREAS AND DRIVE AISLES WITHIN THE PROJECT PROPERTY
SHALL CONSIST OF HEAVY DUTY ASPHALT PAVEMENT UNLESS
OTHERWISE SPECIFIED. SEE GEOTECHNICAL REPORT AND PAVEMENT
SECTION DETAILS FOR MORE INFORMATION.
PROPOSED HEAVY DUTY CONCRETE PAVEMENT
PROPOSED OUTFALL CURB & GUTTER
T
PROPOSED 5' CURB TRANSITION FROM VERTICAL CURB TO OUTFALL CURB T
EXISTING RAILROAD TRACKS
PROPOSED GRAVEL/COBBLE SURFACE (RE: LANDSCAPE ARCHITECT
NOT FOR CONSTRUCTION
REVIEW SET
STRIPING AND SIGNAGE LEGEND:
1 PROPOSED 4" SOLID WHITE LINE
2 PROPOSED 4" DOUBLE YELLOW LINE
3 PROPOSED 6" WHITE DIAGONAL CROSS HATCH MARKINGS
5
6
7 PROPOSED "DO NOT BLOCK DRIVEWAY" SIGN
HANDICAPPED PARKING SIGN (R7-8) WITH VAN ACCESSIBLE PLAGUE (R7-8P) AND $100 FINE PLAGUE
1
1
3
3
7
6
2
PROPOSED "NO PARKING - FIRE LANE" SIGN
5
4
6 6
6 6
6
4 HANDICAPPED PARKING SIGN (R7-8) WITH $100 FINE PLAGUE
6
N E N O G R I N T E H E E R RN I N G
u | r
Scale
Project number
Date
Drawn by
Checked by
Urban|Rural Design, inc.
252 linden street, studio 6
fort collins, colorado
970.846.0267
brian@urbanruralarch.com
1089-001
THE LYRIC
Glozer LLC
May 4, 2016
No. Description Date
LANDSCAPE ARCHITECT:
ARCHITECT:
CIVIL ENGINEER:
MEP ENGINEER:
PDP-1 Planning Development Plan
PDP-2 Planning Development Plan, 2nd sub.
04.06.16
05.04.16
DRAWING TITLE:
PROJECT | OWNER:
342 West Douglas Road
Fort Collins, CO 80524
970-416-1018
301 Howes Street, Suite 100
Fort Collins, CO 80524
970-416-1018
LEGEND:
FIELD SURVEY BY:
ORIGINAL FIELD SURVEY
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 1089-001
DATE: JANUARY 2015
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
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
Know what'sbelow.
Call before you dig.
R
C200
HORIZONTAL CONTROL PLAN
1" = 20'
FSW
FSW
NOT FOR CONSTRUCTION
REVIEW SET
D
D
S
R R
W
WV
WV
WV
H
Y
D
H
Y
D
WV
CTV CTV CTV
EXISTING 10' WIDE
UTILITY EASEMENT
EXISTING 10' WIDE
UTILITY EASEMENT
/ / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
UNION PACIFIC RAILROAD
EAST LINE OF THE SE 1/4 SECTION 2 BASIS
OF BEARINGS = S00°38'34"E 2657.03'
(M) N84°10'02"E 52.04'
(R) S83°31'30"W
(M) N87°36'29"E 182.74'
(R) S86°57'57"W
S00°47'32"E 182.07'
(M) N89°21'28"W 405.45'
(R) EAST 425.74'
(M) N01°10'43"E 166.48'
(R) S00°32'W 165.87'
(M) S89°21'28"E 165.15'
(R) WEST
EX. 8' (±) WIDE SIDEWALK
EXISTING DRIVEWAY
1203 N. COLLEGE AVE.
PRESERVE & PROTECT EXISTING
BUILDING (SEE NOTE 10)
1219 N. COLLEGE AVE.
PRESERVE & PROTECT
EXISTING BUILDING
EX. WATER MAIN
EX. SANITARY SEWER MAIN
EX. STORM SEWER @ 0.32%
EXISTING ACCESS EASEMENT
PRESERVE & PROTECT
CONCRETE INLET
REMOVE POWERPOLE
AND GUIDE WIRES
RELOCATE UTILITY SERVICE TO NEIGHBORING
PROPERTY PER UTILITY PLAN
EXISTING OVERHEAD UTILITIES:
1. REMOVE OVERHEAD ELECTRICAL LINE
PER CITY OF FORT COLLINS POWER
SPECIFICATIONS.
2. RELOCATE OVERHEAD CABLE TV LINE
UNDERGROUND (SEE SHEET C300) PER
COMCAST SPECIFICATIONS.
REMOVE POWERPOLE
AND GUIDE WIRES
PRESERVE & PROTECT REMOVE POWERPOLE
EXISTING POWER POLE
PRESERVE & PROTECT
EXISTING CHAINLINK FENCE
REMOVE CHAINLINK FENCE
PRESERVE & PROTECT
EXISTING CHAINLINK FENCE
PRESERVE AND PROTECT
EXISTING DECIDUOUS TREES
REMOVE FENCE POSTS
PRESERVE & PROTECT
CHAINLINK FENCE AND
BOLLARDS (TYP.)
PRESERVE & PROTECT
EXISTING BOLLARD
PRESERVE & PROTECT
EXISTING TRAFFIC SIGNAL
PRESERVE & PROTECT
EXISTING LIGHT
PRESERVE & PROTECT
EXISTING LIGHT
PRESERVE & PROTECT EXISTING
LIGHT AND ELECTRIC VAULTS
PRESERVE & PROTECT
EX. STORM SEWER INLET
RIM = 4976.92
INV. OUT = 4872.18 (E)
PRESERVE & PROTECT
EX. STORM SEWER MH
RIM = 4976.64
INV. IN = 4970.04 (N)
INV. OUT = 4969.98 (S)
PRESERVE & PROTECT
EXISTING TREE (TYP.)
PRESERVE & PROTECT
EX. STORM SEWER INLET
RIM = 4974.80
INV. OUT = 4869.68 (E)
PRESERVE & PROTECT
EX. STORM SEWER MH
RIM = 4974.58
INV. IN = 4968.88 (N)
INV. OUT = 4968.96 (S)
PRESERVE & PROTECT
EX. SANITARY SEWER MH
RIM = 4974.10
INV. IN = 4967.62 (N)
INV. OUT = 4967.52 (S)
EXISTING FIRE
HYDRANT WITH "OUT
OF SERVICE" TAG
EXISTING FIRE HYDRANT
EXISTING WATER VALVE (TYP.)
REMOVE ABANDONED MANHOLE
PRESERVE AND PROTECT
EXISTING RAILROAD SWITCH
PRESERVE & PROTECT
EXISTING GAS METER
REMOVE EXISTING
BOLLARDS
EXISTING GAS STUB
(SEE SHEET C300)
SAWCUT LINE (TYP.)
APPROXIMATE LIMITS
OF CONSTRUCTION
EXISTING
PROPERTY LINE
EXISTING
RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
EXISTING PROPERTY LINE
APPROXIMATE LIMITS
OF CONSTRUCTION
APPROXIMATE LIMITS
OF CONSTRUCTION
PRESERVE & PROTECT
EXISTING HANDICAP RAMP
PRESERVE & PROTECT
VENT PIPE (TYP.)
PRESERVE & PROTECT
EXISTING STORM INLET
CONTRACTOR TO VERIFY
LOCATION AND DEPTH OF
UNDERGROUND CABLE TV LINE.
N. COLLEGE AVENUE
(PUBLIC ROW VARIES)
LEGEND:
FIELD SURVEY BY:
ORIGINAL FIELD SURVEY
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 1089-001
DATE: JANUARY 2015
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
EXISTING RIGHT-OF-WAY/PROPERTY LINE
EXISTING CONCRETE
EXISTING CURB & GUTTER
EXISTING STORM SEWER
EXISTING IRRIGATION BOX
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H
Y
D
CONTROL
IRR
EXISTING GAS G
REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK
REMOVE EXISTING ASPHALT PAVEMENT
EXISTING TELEPHONE T
SAWCUT LINE
ST
EXISTING UNDERGROUND ELECTRIC E
REMOVE EXISTING OVERHEAD UTILITIES / / / / / / / / / / / / / / / / OHU / / / / / / / / / / / / / / / / /
REMOVE EXISTING STRUCTURE
/
/
/
/
/
/
/
/
/
/
APPROXIMATE LIMITS OF CONSTRUCTION
PRESERVE & PROTECT EXISTING BUILDING
EXISTING TRAFFIC LIGHT
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL
FACILITIES AND MATERIAL.
3. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST
JOINT.
4. 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.
5. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO
JOINT.
6. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE
NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA
INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, AND
ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO
ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A
RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.
7. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO
SCALE.
8. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO
THE EXISTING SITE SURVEY.
9. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS
PRIOR TO BEGINNING ANY CONSTRUCTION ITEMS.
10. EXISTING BUILDING IS LOCATED 0.1' SOUTH OF PROPERTY LINE.
CONTRACTOR TO PRESERVE AND PROTECT EXISTING BUILDING AND
MATCH INTO EXISTING ELEVATIONS AGAINST BUILDING.
NOT FOR CONSTRUCTION
REVIEW SET
NOT FOR CONSTRUCTION
REVIEW SET
N E N O G R I N T E H E E R RN I N G
u | r
Scale
Project number
Date
Drawn by
Checked by
Urban|Rural Design, inc.
252 linden street, studio 6
fort collins, colorado
970.846.0267
brian@urbanruralarch.com
1089-001
THE LYRIC
Glozer LLC
May 4, 2016
No. Description Date
LANDSCAPE ARCHITECT:
ARCHITECT:
CIVIL ENGINEER:
MEP ENGINEER:
PDP-1 Planning Development Plan
PDP-2 Planning Development Plan, 2nd sub.
04.06.16
05.04.16
DRAWING TITLE:
PROJECT | OWNER:
342 West Douglas Road
Fort Collins, CO 80524
970-416-1018
301 Howes Street, Suite 100
Fort Collins, CO 80524
970-416-1018
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
Know what'sbelow.
Call before you dig.
R
C100
EXISTING CONDITIONS
& DEMOLITION PLAN
1" = 20'
FSW
FSW
DRAINAGE
EASEMENT
C1
N89°21'28"W
113.51'
C
2
L1
C
3
N00°38'32"E
26.68'
N79°43'53"W
27.39'
S00°38'32"W
37.26'
C
4
N89°21'28"W
69.79'
S00°38'32"W
24.00'
S89°21'28"E
54.00'
L2
S89°21'28"E
24.16'
C
5
C
6
S89°21'28"E
102.95'
C7
30.00' L3
133.08' 15.00'
15.00'
4.2'
25.83'
156.91'
73.40' 98.24'
9.0'
9.07'
33.00'
33.25'
169.00'
145.94'
159.81'
22.25'
BASIS OF BEARINGS
EAST LINE OF THE
SE 1/4 SECTION 2
(R) EAST 425.74'
(R) S00°32'W 165.87'
(R) WEST 190.00'
(R) S86°57'57"W 182.74'
(M) N89°21'28"W
40.00'
(M) N89°21'28"W
24.71'
73.00' 107.65'
S00°18'41"W
182.01'
S00°18'41"W
180.65'
N89°21'28"W
167.89'
N01°10'43"E
171.25'
N00°47'32"W
182.07'
N01°10'43"E
170.23'
LOT 1
71,729 sq.ft
1.647 acres
L5
L4
POINT OF
BEGINNING
N89°21'37"W
20.15'
116.74'
OWNER: JOG LLC
9701300039
9702434003
9702434907
9702413911
9702413009
9702435001
9702415003
9702415004
9702415005
(M) 230.18'
40.0' 57.5'
R.O.W. PER REC.
NO. 20120017448
PER BOOK 2038,
PAGE 947
PER REC. NO.
20110088042
UNPLATTED
(R) SOUTH 230.50'
(R) WEST 40.00'
(R) N89°21'28"W
24.71'
(M) S00°38'34"W 182.01'
(R) NORTH 181.40'
(R) N89°21'28"W
20.17'
(M)
PART OF BLOCK 5,
RIVERSIDE PARK
PART OF BLOCK 5,
RIVERSIDE PARK
PART OF BLOCK 5,
RIVERSIDE PARK
PORTION OF
RIVERSIDE PARK
PORTION OF
RIVERSIDE PARK
PORTION OF
RIVERSIDE PARK
TRACT IN RIVERSIDE PARK
PORTION OF
RIVERSIDE PARK
(R) S83°31'30"W 52.04'
SE CORNER, S2-T7N-R69W
FND 3" BRASS CAP
CDOT, ILLEGIBLE
E 1/4 CORNER S2-T7N-R69W
FND 3 1/2" ALUM CAP
"COFC" PLS 20132
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
DELTA
79°56'16"
31°58'45"
62°38'19"
90°00'00"
53°07'48"
53°07'48"
45°00'00"
RADIUS
10.00'
25.00'
23.00'
4.50'
15.00'
15.00'
15.00'
LENGTH
13.95'
13.95'
25.14'
7.07'
13.91'
13.91'
11.78'
BEARING
N49°23'20"W
N73°22'05"W
N30°40'37"W
S45°38'32"W
S62°47'34"E
S62°47'34"E
S66°51'28"E
CHORD
12.85'
13.77'
23.91'
6.36'
13.42'
13.42'
11.48'
LINE TABLE
LINE
L1
L2
L3
L4
L5
LENGTH
5.04'
7.00'
1.56'
14.84'
20.00'
BEARING
N32° 35' 58"E
S00° 38' 32"W
S44° 21' 28"E
N00° 47' 20"W
N89° 12' 40"E
NORTH
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
301 North Howes Street, Suite 100 hereon.
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
2
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
DRAFT
05/04/16
SECTION LINE
(R) = RECORDED
(M) = MEASURED
BEING A REPLAT OF LOTS 4-10, 27-34, PARTS OF LOTS 11 & 26, VACATED RIGHT OF WAY AND ALLEY, BLOCK 5, RIVERSIDE PARK LOCATED IN
THE SOUTHEAST QUARTER OF SECTION 2, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, STATE OF COLORADO
P
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SYCAMOR E ST TT
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
301 North Howes Street, Suite 100 hereon.
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
1
MAINTENANCE GUARANTEE :
The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance
by the City of the improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be
constructed in connection with the Development which is the subject of this Plat. This warranty and guarantee is made in accordance
with the City Land Use Code and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all
other appurtenant structures and amenities lying within the rights-of-way, Easements and other public properties, including, without
limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any
maintenance and/or repair required on utilities shall be coordinated with the owning utility company or department.
The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction
standards, safety requirements and environmental protection requirements of the City. The Owner shall also correct and repair, or
cause to be corrected and repaired, all damages to said improvements resulting from development-related or building-related activities.
In the event the Owner fails to correct any damages within thirty (30) days after written notice thereof, then said damages may be
corrected by the City and all costs and charges billed to and paid by the Owner. The City shall also have any other remedies available
to it as authorized by law. Any damages which occurred prior to the end of said two (2) year period and which are unrepaired at the
termination of said period shall remain the responsibility of the Owner.
REPAIR GUARANTEE:
In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City
harmless for a five (5) year period, commencing upon the date of completion and first acceptance by the City of the improvements to
be constructed in connection with the development which is the subject of this Plat, from any and all claims, damages, or demands
arising on account of the design and construction of public improvements of the property shown herein; and the Owner furthermore
commits to make necessary repairs to said public improvements, to include, without limitation, the roads, streets, fills, embankments,
ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of-way, Easements and other public properties, resulting
from failures caused by design and/or construction defects. This agreement to hold the City harmless includes defects in materials
and workmanship, as well as defects caused by or consisting of settling trenches, fills or excavations.
Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable
to the Owner or his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in
exercising engineering techniques and due caution in the construction of cross drains, drives, structures or buildings, the changing of
courses of streams and rivers, flooding from natural creeks and rivers, and any other matter whatsoever on private property. Any and
all monetary liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have the right to
convey said land according to this Plat.
NOTICE OF OTHER DOCUMENTS :
All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and
obligations of the Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which
obligations constitute promises and covenants that, along with the obligations under this Plat, run with the land. The said documents
may also be amended from time to time and may include, without limitation, the Development Agreement, Site And Landscape
Covenants, Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the clerk
of the City and should be closely examined by all persons interested in purchasing any portion of the Development site.
SURVEYOR'S STATEMENT
I, Robert C. Tessely, 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.
Robert C. Tessely
Colorado Registered Professional
Land Surveyor No. 38470
For and on behalf of Northern Engineering
CERTIFICATE OF DEDICATION :
The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a permanent right-of-way for
street purposes and the “Easements” as laid out and designated on this Plat; provided, however, that (1) acceptance by the City of this dedication of
Easements does not impose upon the City a duty to maintain the Easements so dedicated, and (2) acceptance by the City of this dedication of streets does
not impose upon the City a duty to maintain streets so dedicated until such time as the provisions of the Maintenance Guarantee have been fully satisfied.
The streets dedicated on this Plat are the fee property of the City as provided in Section 31-23-107 C.R.S. The City's rights under the Easements include
the right to install, operate, access, maintain, repair, reconstruct, remove and replace within the Easements public improvements consistent with the
intended purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to mark the location of the
Easements with suitable markers; and the right to permit other public utilities to exercise these same rights. Owner reserves the right to use the Easements
for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City is responsible for maintenance of its own improvements
and for repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the City does not accept the duty of
maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will maintain the surface of the Easements in
a sanitary condition in compliance with any applicable weed, nuisance or other legal requirements.
Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or
permit the installation on the Easements, of any building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than
usual and customary grasses and other ground cover). In the event such obstacles are installed in the Easements, the City has the right to require the
Owner to remove such obstacles from the Easements. If Owner does not remove such obstacles, the City may remove such obstacles without any liability
or obligation for repair and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses not to remove the obstacles,
the City will not be liable for any damage to the obstacles or any other property to which they are attached.
The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns.
ATTORNEY'S CERTIFICATION
I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive
of the Land Use Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other
entity are duly authorized signatories under the laws of the State of Colorado. This Certification is based upon the records of the
Clerk and Recorder of Larimer County, Colorado as of the date of execution of the Plat and other information discovered by me
through reasonable inquiry and is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code.
Attorney:________________________________________
Address: ________________________________________
________________________________________
Registration No.:__________________________________
NOTICE
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND
RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE
PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE
OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A
PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL
HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH
PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO
ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES.
APPROVED AS TO FORM, CITY ENGINEER
By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D.,
20_____.
____________________________________________________
City Engineer
NOTES:
1) The Basis of Bearings is the East line of the Southeast Quarter of Section 2, as bearing South 00°38'34" East (assumed
bearing) as monumented on drawing.
2) For all information regarding easements, right-of-way or title of record, Northern Engineering relied upon File Number
______________________ prepared by __________ Title Company, dated _______________.
3) There shall be no private conditions, covenants or restrictions that prohibit or limit installation of resource conserving
equipment or landscaping that are allowed by sections 12-120--12-122 of the City Code.
4) Subject property contains 71,729 square, or 1.647 acres, more or less.
5) The lineal unit of measurement for this plat is U.S. Survey Feet.
OWNER:
BY:_________________________________
STATE OF COLORADO )
)ss
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by __________________________,
as ______________________ of _______________________________.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
STATEMENT OF OWNERSHIP AND SUBDIVISION :
Know all persons by these presents, that the undersigned owner(s) of the following described land:
A portion of Riverside Park, Fort Collins, Colorado, contained within the boundary lines which begin at a point which bears South 230.50 feet, and
again West 40.00 feet from the East One-Quarter (E ¼) corner of Section 2, Township 7 North, Range 69 West of the Sixth P.M., said point of
beginning being the point of intersection of the Southerly right-of-way line of the Union Pacific Railroad and the Westerly right-of-way line of
North College Avenue and run thence along said railroad right-of-way line of the following courses and distances: West 190.00 feet, and again S
86°57’57” W 182.74 feet, and again S 83°31’30” West 52.04 feet; thence leaving said right-of-way line run S 00°32’ W 165.87 feet; thence East 425.74
feet to a point on the Westerly right-of-way line of North College Avenue; thence North 181.40 feet along said Westerly right-of-way line to the
point of beginning.
ALSO known as Lot 4 through 10 and part of Lots 11 and 26 lying South of the Union Pacific Railroad and all of Lots 27 through 34, Block 5,
Riverside Park,
EXCEPT those portions contained in Book 1854 at Page 700 and Book 2038 at Page 947 and Deed recorded
March 16, 2012 at Reception No. 20120017448,
County of Larimer, State of Colorado
(Which above described tract contains 1.647 acres, more or less.)
For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided into lots, tracts
and streets as shown on this Plat to be known as LYRIC CINEMA (the "Development"), subject to all easements and rights-of-way now of record or
existing or indicated on this Plat. The rights and obligations of this Plat shall run with the land.
BEING A REPLAT OF LOTS 4-10, 27-34, PARTS OF LOTS 11 & 26, VACATED RIGHT OF WAY AND ALLEY, BLOCK 5, RIVERSIDE PARK LOCATED IN
THE SOUTHEAST QUARTER OF SECTION 2, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, STATE OF COLORADO
LIENHOLDER:
BY:_________________________________
STATE OF COLORADO )
)ss
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by __________________________,
as ______________________ of _______________________________.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES APPROVAL
By the Director of Community Development and Neighborhood Services the City of Fort Collins, Colorado this
_____ day of ___________ A.D., 20_____.
____________________________________________________
Director of Community Development and Neighborhood Services
N
SITE
COLLEGE AVE.
CONIFER ST.
U.P.R.R.
DRAFT
05/04/16
VINE DR.
REDWOOD ST.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer,
until such time as the
entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an
appropriate mechanical
method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City
of Fort Collins Inspector (Fort
Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction
on any and all public
improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's
absence. However, the
City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement
of curb, gutter, sidewalk
and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of
the subject pavement
section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared
by a licensed
Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk,
base and asphalt shall
not occur until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and
other locations requested by the
the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications.
Any deviations shall be
noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards,
any work except c/g above
the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation
Regulations in force at the
time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication
2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County,
Colorado), for approval,
prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by
the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who
will temporarily remove or
relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall
the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations.
In addition, the Developer is
responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or
holidays, unless there is prior
written approval by the City of Fort Collins.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided,
installed, or
constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension
on the as-built record
drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits
and extension agreements
needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact
the Designer and the City of Fort
Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the City of Fort Collins Inspector
at all times. Upon completion
of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The
information shall be as follows:
PROJECT DATUM: NAVD88
BENCHMARK #1: City of Fort Collins Benchmark V-401 described by National Geodetic Survey 1984 in Fort Collins, at the junction of US. Highway 287 and Bristlecone
Drive, 59.4 meters (194.9 ft) east of the centerline of the northbound lanes of the Highway, 14.7 meters (48.2 ft) north of the center of the drive, and 1.1 meters (3.6 ft)
north of a utility pole and powerline crossing the drive. Note--Access to the Datum Point is through a 5-inch logo cap. The mark is 0.3 meters south from a witness post.
The mark is above level with the drive.
ELEVATION: 4977.81
PLEASE NOTE: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.17'
BASIS OF BEARINGS
Basis of Bearings is the East Line of the Southeast Quarter of Section 2, as bearing S00°38'34" E (assumed bearing) as monumented on the plat.
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements
destroyed, damaged or
removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance
of completed
improvements and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented
by the City of Fort Collins
Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly
into the existing
surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area,
may be required. The
determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition
as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period
of two years from the
date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private
streets: N.A.
48. Approved Variances are listed as follows:
- None
GENERAL NOTES:
1. It should be noted that any erosion control plan serves only as a guideline to the Contractor. Staging and/or phasing of Best Management Practices (BMPS) is
expected. Additional and/or different BMPS from those originally depicted may be necessary during construction due to changing site conditions or as required
by local authorities.
2. The Erosion Control Plan is schematic in nature. As such, graphical symbols may not be to scale, nor are they necessarily shown in their exact location.
3. The Contractor shall be responsible for all permitting (city, state discharge permit, etc.) and compliance with governing authorities. It shall be the responsibility of
the Contractor (or Permit Holder) to ensure erosion control measures are properly maintained and followed.
4. Erosion control practices, site protection, and revegetation methods shall follow city regulations.
5. See landscape plans for additional information on seeding/planting, revegetation, erosion fabric/blankets, irrigation, hardscape and other temporary and
permanent site stabilization methods.
6. Contractor shall implement the appropriate erosion control measures according the the construction sequencing and level of site stabilization.
7. Contractor shall implement appropriate inlet protection for all storm drains, swales, ponds and rain gardens until site is fully stabilized.
8. Inlet protection shall be adapted, as necessary, to the surrounding surface type and condition (i.e., stake-driven wattles for bare soil, sand bags or gravel socks
for pavement, etc.)
9. Contractor is responsible for stabilizing all slopes, particularly those steeper than 6:1. Crimp mulching, hydro mulching, erosion mats, temporary irrigation, and
additional wattles or silt fencing may be necessary to establish vegetative cover and stabilize the slope.
10. Additional wattles, silt fence, or other measures, may be necessary to insure that each building pad is stabilized throughout construction. At no time shall
sediment be allowed to cross the public sidewalks.
11. Construction waste storage (dumpsters) and portable sanitation units (construction toilets) shall be located at least fifty (50) feet from any stormwater inlet,
wetland, or drainage way. Said facilities must be set in a containment area that will not allow pollutants to directly flow, seep, run off, or be washed into a body of
water, wetland or drainage way. Dumpsters shall be located on flat, stable ground, and construction toilets shall be staked down.
12. The contractor and all subcontractors will cooperate with the City's Construction Inspectors by ceasing operations when winds are of sufficient velocity to create
blowing dust which, in the Inspector's opinion, is hazardous to the public health and welfare.
13. See Standard Grading and Erosion and Sediment Control Construction Plan Notes on this sheet for additional erosion control notes.
EROSION CONTROL NOTES:
A. STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control
measures shall be
installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize
wind blown
sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate
construction
operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking
along land contours until
mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for
more than thirty
(30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance
of their
intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and
other public
facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and
walkways are
cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of
the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing.
Any soil stockpile
remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to
the City/County
or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction
sites.
Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all
times take
whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet
away from any
waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary,
as directed
by the City.
B. STREET IMPROVEMENTS NOTES
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction
activity, (full depth
asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint.
The Developer
shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins
Engineer in Fort
Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved
by the City of
Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented
by the Inspector
before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface.
The
determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects
do not cut the
new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit
traffic control
plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than
1/4 inch deep or 5 feet
longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on
the subgrade and
base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle
having a total
GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at
speeds greater than 3
m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or
otherwise
modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed
in the presence of an
Inspector.
C. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall
be approved by
the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer or their designate. All discrepancies identified during
the field inspection must
be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves
the right to require
additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and
S Standards.
All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. STORM DRAINAGE NOTES
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be
the responsibility of the
property owner(s).
2. All recommendations of the Preliminary Drainage Report for Lyric Cinema dated May 4, 2016 by Northern Engineering Services, Inc., shall be followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the
Stormwater Utility
Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial
properties,
certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification
per the Development
Agreement.
E. WATERLINE NOTE
1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of construction.
2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure
rating
of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be
covered with a metal
box and tracer wire test lid per City Water Detail 25.
CONSTRUCTION NOTES:
1. The general notes for this project were taken verbatim from the adopted April 1, 2007 adopted LCUASS. Minor spelling corrections were made to those notes
and the notes below are intended to amend the general notes for the project.
2. Where the General and Construction Notes refer to "Developer" substitute "Contractor".
3. Where the General and Construction Notes refer to "Local Entity" substitute "City of Fort Collins".
4. Contractor to verify specifications with the applicable addendums, revisions, and errata sheets.
PROJECT SPECIFIC NOTES:
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
Know what'sbelow.
Call before you dig.
R
N E N O G R I N T E H E E R RN I N G
u | r
Scale
Project number
Date
Drawn by
Checked by
Urban|Rural Design, inc.
252 linden street, studio 6
fort collins, colorado
970.846.0267
brian@urbanruralarch.com
1089-001
THE LYRIC
Glozer LLC
May 4, 2016
No. Description Date
LANDSCAPE ARCHITECT:
ARCHITECT:
CIVIL ENGINEER:
MEP ENGINEER:
PDP-1 Planning Development Plan
PDP-2 Planning Development Plan, 2nd sub.
04.06.16
05.04.16
DRAWING TITLE:
PROJECT | OWNER:
342 West Douglas Road
Fort Collins, CO 80524
970-416-1018
301 Howes Street, Suite 100
Fort Collins, CO 80524
970-416-1018
C001
GENERAL &
CONSTRUCTION NOTES
NOT TO SCALE
FSW
FSW
NOT FOR CONSTRUCTION
REVIEW SET
NOT FOR CONSTRUCTION
REVIEW SET
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT
LOCATION
VICINITY MAP
1"=2000'
PLANNER/
LANDSCAPE ARCHITECT
SITE ENGINEER
SURVEYOR
PROJECT DATUM: NAVD88
BENCHMARK #1: City of Fort Collins Benchmark V-401 described by National Geodetic
Survey 1984 in Fort Collins, at the junction of US. Highway 287 and Bristlecone Drive, 59.4
meters (194.9 ft) east of the centerline of the northbound lanes of the Highway, 14.7 meters
(48.2 ft) north of the center of the drive, and 1.1 meters (3.6 ft) north of a utility pole and
powerline crossing the drive. Note--Access to the Datum Point is through a 5-inch logo cap.
The mark is 0.3 meters south from a witness post. The mark is above level with the drive.
ELEVATION: 4977.81
PLEASE NOTE: This plan set is using NAVD88 for a vertical datum. Surrounding
developments have used NGVD29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be
used: NGVD29 Unadjusted = NAVD88 - 3.17'
BASIS OF BEARINGS
Basis of Bearings is the East Line of the Southeast Quarter of Section 2, as bearing
S00°38'34" E (assumed bearing) as monumented on the plat.
Northern Engineering Services, Inc
NE Project No. 1089-001
Date: January 2015
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
SHEET INDEX
OWNER
C000 COVER SHEET
C001 GENERAL & CONSTRUCTION NOTES
SUBDIVISION PLAT (FOR REFERENCE ONLY)
C100 EXISTING CONDITIONS & DEMOLITION PLAN
C200 HORIZONTAL CONTROL PLAN
C300 UTILITY PLAN
C400 GRADING PLAN
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828 C500 DRAINAGE PLAN
ELECTRIC-------- City of Fort Collins Light & Power-- Coy Althoff (970) 224-6150
CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------Centurylink------------------------------- Bill Johnson (970) 490-7501
WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
** The underground utility locates are based upon the best available information at the time of locating.
Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of
data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior
to construction, and notify the Engineer of any discrepancies found.
Didier Design Studio LLC
342 W. Douglas Road
Fort Collins, Colorado 80524
(970) 416-1018
E N G I N E E R I N G
N O R T H E RN
E N G I N E E R I N G
N O R T H E RN
Lyric Cinema Cafe
300 E. Mountain Ave.
Fort Collins, Colorado 80524
BUILDING ARCHITECT
U/R Design
252 Linden Street
Fort Collins, Colorado 80524
(970) 846-0267
N E N O G R I N T E H E E R RN I N G
u | r
Scale
Project number
Date
Drawn by
Checked by
Urban|Rural Design, inc.
252 linden street, studio 6
fort collins, colorado
970.846.0267
brian@urbanruralarch.com
1089-001
THE LYRIC
Glozer LLC
May 4, 2016
No. Description Date
LANDSCAPE ARCHITECT:
ARCHITECT:
CIVIL ENGINEER:
MEP ENGINEER:
PDP-1 Planning Development Plan
PDP-2 Planning Development Plan, 2nd sub.
04.06.16
05.04.16
DRAWING TITLE:
PROJECT | OWNER:
342 West Douglas Road
Fort Collins, CO 80524
970-416-1018
301 Howes Street, Suite 100
Fort Collins, CO 80524
970-416-1018
C000
COVER SHEET
NOT TO SCALE
FSW
FSW
NOT FOR CONSTRUCTION
REVIEW SET
NOT FOR CONSTRUCTION
REVIEW SET
u | r
Professional Engineering Consultants, P.A.
323 West Drake Road, Suite 116
Fort Collins, Colorado 80526
(970) 232-9558 x2503
MEP ENGINEER