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Home My WebLink AboutWILLOW SPRINGS PUD SECOND - Filed CS-COMMENT SHEETS - 2005-09-06Citv of Fort Collins annln DATE: Nq n3 % PROJECT -_. COMMENTSHEET r DEPARTMENT: PROJECT: �U , Lwu,) 1�� SL PLANNER: -fro All comments must be received by: ❑ No Problems Problems or Concerns (see below) Willow Springs PUD - Phase II May 22, 1996 Plat • Open space F needs to be indicated as a slope easement (in addition to the easements you've shown) for the future extension of Keenland Dr. • The easement going across lot 7 should be provided as a private subdrain easement unless there are other utilities running through this. • The New Mercer Irrigation Company needs to sign the Plat. Utility Plans Overall Utility Plan, sheet 9 • Add a type III barricade where the end of the improvements on Keenland Drive are being done. (Continued on next page) / Date_-5/23 1 Signature CHECK IF YOU WISH TO RECEIVE ❑ PLAT COPIES OF REVISIONS: ❑ SITE ❑ LANDSCAPE ❑ UTILITY DEVELOPMENT SERVICES 281 NORTH COLLEGE P.O.BOX 580 FORT COLLINS, COLORADO 80522-0580 PLANNING DEPARTMENT (3031221-6750 WILLOW SPRINGS PUD, PHASE II - FINAL REVIEW APRIL 1 1, 1996 (PAGE 2 OF 2) COVER SHEET ADD THE FOLLOWING NOTES TO THE GENERAL NOTES: THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTILLATION OF TRAFFIC SIGNING AND STRIPING FOR THIS DEVELOPMENT RELATED TO DEVELOPMENT 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 (E.G. ALI-SIGNING AND STRIPING FOR A RIGHT TURN LANE INTO THE DEVELOPMENT SITE). tVN6 THE CITY 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'S FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER AND/OR STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. GU' MASTER GRADING PLAN, SHEET S ••�� ,,� V- NEED AN EASEMENT FOR GRADING IN THE RAILROAD ROW. ACE NV 1W f'v^ej'r f4�' DF OVERALL UTILITY PLAN SHEET I , SHEET 9 {+i V• SHOW THE SIDEWALK CONFIGURATION ON BATTLECREEK DRIVE. DD/- - STREET PLAN AND PROFILE, BATTLECREEK DRIVE , SHEET 2 I vi NOTE REGARDING TRANSITIONING FROM DRIVEOVER TO VERTICAL CURB CALLS BOTH STREETS BATTLECREEK DRIVE. 901115eP STREET PLAN AND PROFILE GLOBE COURT, SHEET 24 gr ONE OF THE VERTICAL CURVES IN THE CUL-DE-SAC HAS A K VALUE OF 9.75. A K VALUE OF 20 IS NEEDED FOR 20 MPH DESIGN. I REALIZE THIS IS IN THE BULB OF THE CUL-DE-SAC AND HOPEFULLY PEOPLE WILL NOT BE GOING THAT FAST, BUT THIS VERTICAL CURVE SHOULD MODIFIED TO GET THIS NUMBER A LITTLE HIGHER. j wlr-- 7TREET DETAILS, SHEET 30 ✓i ON THE STREET SECTIONS, LABEL THE CROSS SECTION SLOPE. INDICATE WHAT IT IS TO bs,t f BE OR PROVIDE THE MINIMUM/ MAXIMUM RANGE. V006 .-_we*, .cam cec�h!°A THE STREET INTERSECTION DETAIL IS NEEDED FOR VERTICAL CURB ALSO.G.a Sv PROVIDE DETAIL NUMBER 4 AS REFERENCED IN THE STREET INTERSECTION DETAILS, tX-k v �- r 40A,j�� , WILLOW SPRINGS PUD - PHASE 11 (PAGE 2 OF 2) MAY 22, 1996 OVERALL UTILITY PLAN, SHEET I I • IS THE UNDERDRAWN TO THE SOUTH OF THE LOTS (SHOWN AS A SOLID LINE) A NEW UNDERDRAWN, OR IS IT PART OF THE ONES THAT WHERE APPROVED PREVIOUSLY. IF IT IS NEW THE DITCH CO NEEDS TO SIGN THIS PLAN SINCE IT IS LOCATED WITHIN THEIR EASEMENT AND WITHIN CLOSE PROXIMITY TO THE DITCH. STREET PLAN AND PROFILE FOR BATTLECREEK DRIVE, SHEET 2 1 • INDICATE THE: SLOPE OF THE EXISTING ROAD WHERE A CONNECTION IS BEING MADE. STREET PLAN AND PROFILE FOR GOLDEN WILLOW DRIVE, SHEET 23 • AN ELEVATION SHOWN ON THE PROFILE DOESN'T MATCH THAT SHOWN ON THE PLAN VIEW_ THE DEVELOPER IS RESPONSIBLE FOR THE LOCAL STREET PORTION OF KEENLAND DRIVE ALONG THE WILLOW SPRINGS PROPERTY FRONTAGE. AN ESTIMATE DONE BY THE CITY OR AN APPROVED ESTIMATE DONE BY THE DEVELOPERS ENGINEER CAN BE USED. THIS AMOUNT THEN CAN BE SPREAD OVER THE TOTAL # OF BUILDING PERMITS OR CAN BE PROVIDED IN A COUPLE OF LUMP SUM PAYMENTS. of Fort Collins Plannina DATE: J\P2L 11 q U PROJECT: W � I-LciA PROJECT COMMENTSHEET PLANNER: 'TEn DEPARTMENT: FNcj All comments must be received by: ❑ No Problems Problems or Concerns (see below) WILLOW SPRINGS PUD, PHASE II - FINAL REVIEW APRIL 1 1, 1996 PLAT • THE NOTE STATES THAT ALL OPEN SPACE AREAS ARE DEDICATED AS UTILITY AND DRAINAGE EASEMENTS AND TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. IS THIS TRUE FOR THE DITCH ALSO, IT IS PART OF TRACT A? • LABEL THE STREET ROW WIDTHS. UTILITY PLANS • ARE YOU GOING TO HAVE ANY PHASING WITH IN THIS PLAN? IT WILL BE HELPFUL TO SHOW THAT .AS SOON AS POSSIBLE. • NEED A PRELIMINARY DESIGN FOR KEENLAND DRIVE ACROSS THE RAILROAD TRACKS. NEED TO KNOW THAT THE GRADING IN THE LOTS BACKING UP TO THE ROAD ARE GOING TO WORK WITH THE CONSTRUCTION OF THE ROAD. (CONTINUED ON NEXT PAGE) Date: >41i b� Signature CHECK F YOU WISH TO RECEIVE ❑ PLAT COPIES OF REVISIONS: ❑ SITE ❑ LANDSCAPE ❑ UTILITY DEVELOPMENT SERVICES 281 NORTH COLLEGE P.O.BOX 580 FORT COLLINS, COLORADO 80522-0580 PLANNING DEPARTMENT (303)221 -6750 WILLOW SPRINGS PUD, PHASE II - FINAL REVIEW APRIL I 1, 1996 (PAGE 2 OF 2) COVER SHEET • ADD THE FOLLOWING NOTES TO THE GENERAL NOTES: THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTILLATION OF TRAFFIC SIGNING AND STRIPING FOR THIS DEVELOPMENT RELATED TO DEVELOPMENT 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 (E.G, ALL. SIGNING AND STRIPING FOR A RIGHT TURN LANE INTO THE DEVELOPMENT SITE). THE CITY 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'S FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER AND/OR STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. MASTER GRADING PLAN, SHEET 5 • NEED AN EASEMENT FOR GRADING IN THE RAILROAD ROW. OVERALL UTILITY PLAN SHEET I , SHEET 9 • SHOW THE `_'SIDEWALK CONFIGURATION ON BATTLECREEK DRIVE. STREET PLAN AND PROFILE, BATTLECREEK DRIVE , SHEET 2 1 • NOTE REGARDING TRANSITIONING FROM DRIVEOVER TO VERTICAL CURB CALLS BOTH STREETS BATTLECREEK DRIVE. STREET PLAN AND PROFILE GLOBE COURT, SHEET 24 • ONE OF THE VERTICAL CURVES IN THE CUL-DE-SAC HAS A K VALUE OF 9. 75, A K VALUE OF 20 IS NEEDED FOR 20 MPH DESIGN. I REALIZE THIS IS IN THE BULB OF THE CUL-DE-SAC AND HOPEFULLY PEOPLE WILL NOT BE GOING THAT FAST, BUT THIS VERTICAL CURVE SHOULD MODIFIED TO GET THIS NUMBER A LITTLE HIGHER. STREET DETAILS, SHEET 30 • ON THE STREET SECTIONS, LABEL THE CROSS SECTION SLOPE. INDICATE WHAT IT IS TO BE OR PROVIDE THE MINIMUM/ MAXIMUM RANGE. • THE STREET INTERSECTION DETAIL IS NEEDED FOR VERTICAL CURB ALSO. • PROVIDE DETAIL NUMBER 4 AS REFERENCED IN THE STREET INTERSECTION DETAILS. Planninq DATE: DEPARTMENT: PROJECT: f � 6r— .Z?:7 PLANNER: - All comments r 9 . gt be re,ccE"d by: No Proble'r;r� Problems L,.- vonc:erns ?>« «? below) Willow Springs PUD, phaa; flvo - plan mi i Yv June 25, 1996 Plat �• Add the following to i_, beginning c` n , e '2: in addition tM4,1 Want to make sure tti i' +he firs'; nots t,t;1` ,applies. Faster Grading Plan, sh c Et 5 ✓• you are showing gra": on the prc,a y t.) the north, s grading easement is, needed for thissmc �Hsit° nI fl J4 !'I+1li �>ItTJ° 1 �� «'°c.(YA"'r 1'2'. • Place a note over Tr 3 ' tea". Ef3 E w,iil,)w springs phase I for plans in that area. { this of a ),., i3 Frtici e.i iAl 9,e multi family will be done as revisions to the phase a j,ns) Date;— �� -__ <ya�,«.,tore CHECK IF `diSH TO ff':'.' !'1E ❑ T COPIES OF R 11SIONS: ❑ SITE ❑ LANDSCAPE ❑ UTILITY DEVELOPMENT SERVICES PLANNING DEPARTMENT .. NO°.TN COLT _GE `. >-SOX 580 FORT COLLINS, COLORADO 80522-0580 ".� J;227-6750 Citv of Fore: Collins Plannin DATE: K,q 23 Cola PROJECT: PLANNER: �C(� PROJECT COMMENTSHEET DEPARTMENT c L?ItiC�S TRSL All comments must be received by: No Problems Problems or Concerns (see below) OL14 Willow Springs PUD - Phase II May 22, 1996 Plat !k;-• Open space F needs to be indicated as a slope easement (in addition to the easements you've shown) for the future extension of Keenland Dr. `5' • The easement going across lot 7 should be provided as a private subdrain easement unless there are other utilities running through this. • The New Mercer Irrigation Company needs to sign the Plat. Utility Plans Overall Utility Plan, sheet 9 '' • 'Add a type II I barricade where the end of the improvements on Keenland Drive are being done. (Continued on next page) Date_ 5127 3b69 Signatures CHECK IF YOU WISH TO RECEIVE ❑ PLAT COPIES OF REVISIONS: ❑ SITE ❑ LANDSCAPE ❑ UTILITY DEVELOPMENT SERVICES 281 NORTH COLLEGE P.O.BOX 580 FORT COLLINS, COLORADO 80522-0580 PLANNING DEPARTMENT (303)22 1 -6 75 0 WILLOW SPRINGS PUD - PHASE II (PAGE 2 OF 2) MAY 22, 1 996 OVERALL UTILITY PLAN, SHEET I I 'E.: • IS THE UNDERDRAWN TO THE SOUTH OF THE LOTS (SHOWN AS A SOLID LINE) A NEW UNDERDRAWN, OR IS IT PART OF THE ONES THAT WHERE APPROVED PREVIOUSLY. IF IT IS NEW THE DITCH CO NEEDS TO SIGN THIS PLAN SINCE IT IS LOCATED WITHIN THEIR EASEMENT AND WITHIN CLOSE PROXIMITY TO THE DITCH. STREET PLAN AND PROFILE FOR BATTLECREEK DRIVE, SHEET 2 1 2'. `• INDICATE THE SLOPE OF THE EXISTING ROAD WHERE A CONNECTION IS BEING MADE. STREET PLAN AND PROFILE FOR GOLDEN WILLOW DRIVE, SHEET 23 ri��,;• AN ELEVATION SHOWN ON THE PROFILE DOESN'T MATCH THAT SHOWN ON THE PLAN VIEW. THE DEVELOPER IS RESPONSIBLE FOR THE LOCAL STREET PORTION OF KEENLAND DRIVE ALONG THE WILLOW SPRINGS PROPERTY FRONTAGE. AN ESTIMATE DONE BY THE CITY OR AN APPROVED ESTIMATE DONE BY THE DEVELOPERS ENGINEER CAN BE USED. THIS AMOUNT THEN CAN BE SPREAD OVER THE TOTAL # OF BUILDING PERMITS OR CAN BE PROVIDED IN A COUPLE OF LUMP SUM PAYMENTS. Plannina PROJECT COMMENTSHEET o DATE: 251 q6c DEPARTMENT: PROJECT: PLANNER: All comments must be received by: No Problems Problems or Concerns (see below) Willow Springs PUD, phase two - plan review June 25, 1996 Plat • Add the following to the beginning of note 2: In addition Want to make sure that the first note still applies. Master Grading Plan, sheet 5 • you are showing grading on the property to the north, s grading easement is needed for this since it is offsite. • Place a note over Tract G that reference willow springs phase I for plans in that area. ( this of course is anticipating that the multi family will be done as revisions to the phase I plans) Date �� 9� _Signature: CHECK IF YOU WISH TO RECEIVE ❑ T COPIES OF REVISIONS: ❑ SITE ❑ LANDSCAPE ❑ UTILITY DEVELOPMENT SERVICES 281 NORTH COLLEGE P.O.BOX 580 FORT COLLINS, COLORADO 80522-0580 PLANNING DEPARTMENT (303)2 21 -6750 1 �f I I'ports� City of Fort Collins Plannina DATE: PROJECT: �,O,u-c)f-o PLANNER: PROJECT ._. COMMENTSHEET DEPARTMENT: F-m(-j All comments must be received by: No Problems Poblems or Concerns (see below) WILLOW SPRINGS PUD, PHASE 11 - FINAL REVIEW APRIL 1 1, 1 996 PLAT THE Y THE NOTE STATES THAT ALL OPEN SPACE AREAS ARE DEDICATED AS UTILITY AND DRAINAGE EASEMENTS AND TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. IS THIS TRUE FOR THE DITCH ALSO, IT IS PART OF TRACT A? A�Df-'! 110P jr MI -It' F- f,46 r 1,�j ieL VAIN V LA LABEL THE STREET ROW WIDTHS. TILITY PLANS * If4E U � a� "V3 50LY Wit; ARE YOU GOING TO HAVE ANY PHASING WITH IN THIS PLAN? IT WILL BE HELPFUL TO SHOW THAT AS SOON AS POSSIBLE. F'bf AT -MIS - tMC- 1� NEED A PRELIMINARY DESIGN FOR KEENLAND DRIVE ACROSS THE RAILROAD TRACKS. NEED TO KNOW THAT THE GRADING IN THE LOTS BACKING UP TO THE ROAD ARE GOING TO WORK WITH THE CONSTRUCTION OF THE ROAD. Pm%e (CONTINUED ON NEXT PAGE) /? Date: � 1 CP Sig natur CHECK IF YOU WISH TO RECEIVE ❑ PLAT COPIES OF REVISIONS: ❑ SITE ❑ LANDSCAPE ❑ UTILITY DEVELOPMENT SERVICES 281 NORTH COLLEGE P.O.BOX 580 FORT COLLINS, COLORADO 80522-0580 PLANNING DEPARTMENT (303)221-6750