HomeMy WebLinkAboutMAINSTREET HEALTH & WELLNESS SUITES - PDP - PDP140018 - SUBMITTAL DOCUMENTS - ROUND 2 - SUPPLEMENTAL INFORMATIONSHEET No:
MAINSTREET HEALTH &
WELLNESS SUITES
FORT COLLINS, COLORADO
PROJECT/ LOCATION:
DRAWING:
OF 21
CHECKED BY:
DESIGNED BY:
DRAWN BY:
REV. # DESCRIPTION OF REVISION: DATE: REVISED BY: APPROVED BY:
1
2
3
4
5
6
7
PRELIMINARY
NOT FOR CONSTRUCTION
project no: 104-001
date: 12/23/14
HORIZONTAL CONTROL & SIGNAGE & STRIPING PLAN
12
J.Gooch
J.Gooch
J.Black
12
0' 50' 100'
SCALE: 1" = 50'
ASPEN
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
MEMBER UTILITIES.
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
NOTES
1. SEE TYPICAL ROADWAY SECTION SHEET 11.
2. SEE SHEET 11 FOR MASTER LEGEND,
SYMBOLS, AND GENERAL CONSTRUCTION
NOTES.
3. ALL DIMENSIONS ARE TO FLOWLINE, UNLESS
NOTED OR SHOWN OTHERWISE.
4. THE "LIMITS OF DEVELOPMENT" (LOD), SHOWN
ON THIS SHEET, APPLIES TO PRECISION DRIVE
INFRASTRUCTURE IMPROVEMENTS ONLY.
PLEASE REFER TO THE ONSITE PLANS, BY
OTHERS, FOR THE LOD FOR THE MAINSTREET
SITE.
5. SEE DETAIL SHEETS FOR STOP, STREET NAME,
& SIGN POST DETAILS. SEE THIS SHEET FOR
SIGN LEGEND.
6. THE 66' RIGHT-OF-WAY (ROW), SHOWN IN THIS
PLAN, IS BASED ON PRECISION DRIVE
MATCHING THAT OF THE EXISTING PRECISION
DRIVE, WHICH WAS CONSTRUCTED WITH THE
HTP THIRD FILING, AND PER THE TRAFFIC
IMPACT STUDY FOR THIS PROJECT. PLEASE
SEE PLAT FOR DETAILS, EASEMENTS, AND
BOUNDARY INFORMATION.
7. PLEASE REFER TO THE PRECISION DRIVE
CENTERLINE PLAN AND PROFILE (SHEET 16)
FOR GRADING DESIGN.
8. SIGHT EASEMENTS FOR PRECISION DRIVE
ARE WITHIN THE PROPOSED AND EXISTING
RIGHT-OF-WAYS AT ITS INTERSECTION WITH
ZIEGLER ROAD AND TECHNOLOGY PARKWAY.
9. SEE SHEET 13 FOR GRADING INFORMATION
AND EROSION CONTROL PLAN.
SYMBOLS LEGEND:
LEGEND:
1
13
TYPICAL SECTION #
SHEET TYPICAL SECTION IS ON
SA
SA
SA
T
SA
24'' W
PRECISION DRIVE
ZIEGLER ROAD
PRECISION DRIVE
PROP CONC ACCESS DRIVE
6.5'
4.5' 4.5'
6.5'
FUT 9' UTIL
ESMT.
9.0'
9.0'
PROP 9' UTIL ESMT. BY SEPARATE DOCUMENT,
RECEPTION #: __________________________
EX CONC IRRG DITCH, TO BE
REMOVED WITHIN THE ROW &
UTIL. ESMTS.
EX CONC IRRG
DITCH, TO BE
ABANDONED (SEE
COLE PLANS)
PROP 4.5'
CONC SW
FUT 4.5'
CONC SW
FUT 4.5'
CONC SW
FUT 4.5'
CONC SW
FUT 4.5'
CONC SW
MATCH EX
C&G
MATCH EX
C&G
PROP 8' CONC
CROSSPAN
PROP CL
EX
PRECISION
DRIVE CL
8
2 11
2
2
PROP
STREEET
LIGHT (TYP)
SAWCUT & REMOVE 141 SF OF EX
ASPHALT AND 94 LF CONC C&G.
INSTALL PROP CONC CROSSPAN &
PROVIDE ASPHALT PATCH, PER CITY
OF FORT COLLINS STANDARDS.
PROP ROW/
PROPERTY LINE
PROP ROW
PROP ROW
PROP ROW
PROP 9'
8 UTIL ESMT
11
PROP 10'
CONC
CROSSPAN
MATCH EX
C&G
MATCH EX
C&G
PROP HC RAMP
PROP HC RAMP
PROP HC RAMP
PROP HC RAMP
EX ROW/
PROPERTY LINE
60'
EX SECTION LINE/
ZIEGLER ROAD CL
EX ROW
60'
EX SECTION LINE/
ZIEGLER ROAD CL
3
END PROP
4.5' CONC SW
FUT 4.5' CONC SW
PROPERTY LINE
(SEE PLAT FOR MAINSTREET
HEALTH & WELLNESS SUITES)
EX ROW
EX UTIL
ESMT.
EX UTIL
ESMT.
ROW
66.0'
MATCH PROP
ONSITE SW
FUT 4.5' CONC SW
MAINSTREET SITE
(BY COLE)
ZIEGLER ROAD
TECHNOLOGY
PARKWAY
FUTURE TECHNOLOGY PARKWAY
EX CL
EX ROW
85.0'
SAWCUT & REMOVE 126 SF OF EX
ASPHALT AND 84 LF CONC C&G.
INSTALL PROP CONC CROSSPAN &
PROVIDE ASPHALT PATCH, PER CITY
OF FORT COLLINS STANDARDS.
PROP CL
PROP LOD
(TYP)
PROP LOD
(TYP)
PROP LOD (TYP)
PROP LOD
(TYP)
FUT HC
RAMPS
FUT HC
RAMPS
FUT HC
RAMPS
FUT HC
RAMPS
PROP 30"
VERT C&G
PROP 30"
VERT C&G
PROP 30"
VERT C&G
PROP 30"
VERT C&G
FUT 9'
UTIL
ESMT.
PROP 9'
UTIL ESMT.
PROP TEMPORARY CONSTRUCTION &
GRADING ESMT, & UTIL. ESMT. BY SEPARATE
DOCUMENT, RECEPTION
#:__________________________
FL TO FL
44.0'
22.0'
22.0'
ROW
66.0'