HomeMy WebLinkAboutLot Certifications - 09/20/2016DS
DS
DS DS
DS
DS DS
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T
CTV
CTV CTV CTV CTV CTV CTV
CTV CTV
CTV CTV CTV
CTV CTV
CTV
V.P.
ELEC ELEC
ELEC
ELEC
VAULT
ELEC
WV
WV
WV
WV
D
S
S
H2O
WV
S
D D
D
D
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" W 8" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W
W
W W W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
W W
W W
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W W
W
H
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WV
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8" SS 8" SS
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WV
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RIGDEN FARM, LLC
FILING 16
(72' PUBLIC ROW)
LIMON DRIVE
BLDG 4
BLDG 5
BLDG 6
GAR 1 GAR 2
BLDG 1
FFE=32.33
FFE=31.93
FFE=33.35
FFE=32.05
30.00' EM.
ACCESS
ESMT.
72' ROW
50' -
48' -
30' EM.
ACCESS
ESMT.
A A
STORM DRAIN B
SEE SHEET ST2
STORM DRAIN B1
SEE SHEET ST2
STORM DRAIN B2
SEE SHEET ST2
STORM DRAIN C
SEE SHEET ST3 STORM DRAIN C1
SEE SHEET ST3
LANDSCAPE DRAINS
SEE SHEET LD1
LANDSCAPE DRAINS
SEE SHEET LD1
LANDSCAPE DRAIN
SEE SHEET LD1
IOWA DRIVE
(69' PUBLIC ROW)
ILLINOIS DRIVE
(100' PUBLIC ROW)
5'
WALK
5'
WALK
No. Revisions:
By: Date:
REVIEWED BY:
G. Schock
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV 7, 2014
PROJECT:
374-012
Sheet
Of 30 Sheets
THE FLATS AT RIGDEN FARM
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
RIGDEN FARM 14TH FILING REPLAT
G1
OVERALL GRADING PLAN
R. Banning
B. Ruch
1"=30'
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's below.
Call before you dig.
R
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
KEYMAP
NTS
ILLINOIS DRIVE
LIMON DRIVE
CUSTER DRIVE
IOWA DRIVE
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
NOTES:
PROPOSED STORM INLET
2.0%%%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
CURB & GUTTER
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
16
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
12:1
SECTION A
N.T.S.
2' PAN
VARIES
SLOPE
WATERPROOF AND EL=4932.19
TOP OF WALL
GRADING DETAIL
SEE GRADING DETAIL
MATCHLINE-SEE SHEET G2
G1
G2
ACCESS RAMP DETAIL
SEE ACCESS RAMP DETAIL
MIN 3' BELOW FOUNDATION GRADE
8" MIN WALL
FLASHING AS
REQUIRED #4 BAR 12" BY O.CODE C. INSTALL WATER STOP IN JOINT
3" CLEAR
#4 TIE 18" O.C.
1
1
RAISE WALK FOR ASBLT BLDG ELV ROB 06/24/16