HomeMy WebLinkAboutSILVER OAKS PAIRED HOUSING PUD - Filed CS-COMMENT SHEETS - 2005-06-28jjw&�-
Plannina
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PROJECT
COMMENTSHEET
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PLANNER:
All comments must be received by: IZ -(-- Y
No Problems
Problems or Concerns (see below)
Dated Signature:
CHECK IF YOU WISH TO RECEIVE
COPIES OF REVISIONS:
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❑ PLAT
❑ SITE
❑ LANDSCAPE
❑ UTILITY
DEVELOPMENT SERVICES 281 NORTH COLLEGE P.O.BOX 580 FORT COLLINS, COLORADO 80522-0580
PLANNING DEPARTMENT (303)221-6750
PROJECT
COMMENT SHEET
City of Fort Collins
Current Planning
DATE: October 29, 1996 DEPT: Mapping
PROJECT: # 14-88N Replat of Silver Oaks Paired Housing
P.U. D. (Lots 1 thru 10, Tract "C" and Tract "D")
PLANNER: Steve Olt
All comments must be received by: Monday, November 15, 1996
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Date: Signature
CHECK IF YOU WISH TO RECEIVE ❑ PLAT
COPIES OF REVISIONS ❑ SITE
❑ LANDSCAPE
❑ UTILITY
Su!'ve1j1 Sez;
PROJECT
COMMENT SHEET
City of Fort Collins
Current Planninf
DATE:6-27-96 DEPT: ENGINEERING
PROJECT: Silver Oaks Paired Housing P.U.D.
PLANNER: Ted Shepard
All comments must be received by:
Q/No Problems
LJ Problems or Concerns (see below or attached)
GENERAL
1. See minor comments on the plans.
SHEET5/7
1. The method used to collect and divert street flows is unacceptable for an arterial street.
Basil and 11 have discussed and provided a couple of alternatives acceptable to the city.
Please see comments on the plans and contact Basil and/or myself if needed.
We all desire this project to go to Mylars next. To accomplish this, please fax the
street/stormwater changes to Basil and myself, or call to arrange a meeting to view and describe
the changes. Please make sure to change all affected items and plans to eliminate further delays.
Dater 7 Signature:
PLEASE SEND COPIES OF MARKED REVISION PLA
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PROJECT
i'I COMMENT SHEET
City of Fort Collins
DATE: 5April 1994 DEPARTMENT:
PROJECT: 14-88M SILVEROAKS PUD, Paired Hs'g - Final
PLANNER: Kirsten Whetstone
Please respond to this project by Friday, April 15, 1994.
❑ No Problems
❑ Problems or concerns (see below)
Date: ��� �+ Signature:
❑ PLAT
CHECK IF YOU WISH TO RECEIVE ❑ SITE
COPIES OF REVISIONS: ❑ LANDSCAPE
❑ UTILITY
IiNVIRONMENTAL SERVICES 281 NORTH COLLEGE RO.BOX 580 FORT COLLINS, COLORADO 80522-0580 (303)221-6750
PLANNING DEPART NIEN'P
PROJECT -
City of Fort Collins
COMMENT SHEET
DATE: 19 April 1994 DEPARTMENT: RkgPp
PROJECT: 14-88M? Silver Oaks Paired Housing
PLANNER: Kirsten
Please respond to this project by Friday, April , 1994.
nNo Problems
Problems or concerns (see below)
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Signature:
❑ PLAT
CIIECK IF YOI? LAVISH TO -RECEIVE —_�__ SITi
COPIES OF REVISIONS: ❑ LANDSCAPE
❑ UTILITY
(ON] MUNA 1 Y P1„t'ININc
F',N MON,UENTAI. SFRN R FS 281 NORTH COI.LECE P.O.HOX SRD FORT COLLINS, COLOR WO 30522-0580 (303)221-6750
PLANNING[WP.AR9 U 1,F
PROJECT
COMMENT SHEET
City of Fort Collins
Current
DATE: 4-29-96 DEPT.: SW W ENGR'G
PROJECT: Silver Oaks Paired Housing P.U.D.
PLANNER: Ted Shepard
All comments must be received by:
❑ N problems
Problems or Concerns (see below or attached)
l . Type 3 barricade needs to be on the property or provide an offsite easement.
2 Add labeling to call out the driveway detail.
3 Please show the existing and the designed grading for the offsite Horsetooth Road grading;
also provide an offsite grading easement or copies of the ROW dedication.
4. According to the relationship of the existing and designed contours on the Grading Plan,
you will need to provide offsite grading easements or change grading to keep all grading
work onsite.
5. The minimum 12" strip of land adjacent to both sides of a sidewalk should have a maximum
slope no greater than 2%.
6 Please provide a profile of the 15" ADS storm drainage piping.
7. Please provide a profile of the joint line in Horsetooth Road (line at existing and new
pavement).
& The few elevations on the Horsetooth profile do not correlate with flowline data provided
on your cross -sections. Please correct and provide all grade breaks, slopes, etc. for the
profiles, plus stationing and elev.'s corresponding with the cross section views.
- Over -
Date: �G Signature: o
PLEASE SEND COPIES OF MARKED REVISIONS: AT
TE SE
UTILITY
U,-IiANDSCAPE
9. Grade break at the Horsetooth Road tie-in (at East project end) is greater than 0.40%, please
re -design.
10. Private Drive profile says flowline but data is from centerline, please correct.
IL Please smooth out the slope transitions in the private drive with more grade breaks.
12. Cross -slope of the new pavement on Horsetooth Road should be greater than the existing
cross -slope.
13. Use significant digits on the cross -slope design slopes (2.00% vs. 2%).