HomeMy WebLinkAbout504 S WHITCOMB STREET, CARRIAGE HOUSE - FDP210006 - SUBMITTAL DOCUMENTS - ROUND 3 - SITE, LANDSCAPE & ELEVATIONS PLANSEXISTING ALLEYLOT 9
LOT 6
LOT 8
EXISTING ALLEYWHITCOMB STREETLOT 9
LOT 6
LOT 8
UNIT C
600 SF
24'x24'
FG=5006.72
TF=5007.22
FFE=5008.40
MULBERRY STREET
REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)504 S WHITCOMB STREET - UNIT CGRADING & DRAINAGE PLAN10/21/21
1" = 10'
N/A
ACM
JTC
21-1039-00
GR&DR
1 1
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
0
SCALE: 1" = 10'
2010510
N
W E
S
LEGEND
NUMBER OF STEPS
HEIGHT OF RISER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
NOTES:
1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL
MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION.
2.SPOT ELEVATIONS ARE SHOWN ARE ON FLOWLINE OR BACK OF WALK UNLESS
OTHERWISE LABELED.
3.WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD
PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE
WALK.
4.ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER
RECOMMENDATIONS.
5.FFE IS BASED ON THE TJI FLOORING SYSTEM (14.125").
6.THE DRAINAGE IS DESIGNED TO MATCH EXISTING FLOWS FROM THE PROPERTY
TO THE ALLEY.
EXISTING CONDITIONS & DEMOLITION PLAN
PROPOSED GRADING PLAN
CONCRETE PAN DETAIL