Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutCROWNE ON TIMBERLINE - PDP - PDP130009 - PLANS - UTILITY PLANS (24)1 2
3 4 5
6 7
8 9 10 11 12
13 14 15
5
2
PROPERTY BOUNDARY/
PROP ROW
PROPERTY
BOUNDARY/ PROP
ROAD CL
PROP 8' CONC CROSSPAN
PROP 6' CONC CROSSPAN
PAVE ACCESS DRIVE IN
PORTLAND CEMENT TO ROW
PROP ROW
PAVE ACCESS DRIVE IN
PORTLAND CEMENT TO ROW
PROPERTY
BOUNDARY/ EX ROW
PROP LOD
(TYP)
PROP LOD
(TYP)
PROP LOD
(TYP)
PROP LOD
(TYP)
PROP LOD
(TYP)
PROP DRY-STACKED
SANDSTONE WALL
(TYP) PROP DRY-
STACKED
SANDSTONE
WALL (TYP)
CORONA DRIVE
BUCHSTANE PLACE
ROSEN DRIVE
PRAIRIE HILL DRIVE
PROP 2' CURB CUT W/
CHASE & SW CULVERT
PROP 2' CURB CUT W/
CHASE & SW CULVERT
24" RCP
24" RCP
24" RCP
15" RCP
PROP 2'
CURB CUT
PROP 16' WIDE PRIVATE
ASPHALT DRIVE (20'
WIDE AT ENTRANCE OFF
OF PUBLIC ROADWAY)
10' PRIVATE
IRRG. ESMT.
PROP DRY-STACKED
SANDSTONE WALL (TYP)
WILLINE WAY
PROP 2' CURB
CUT W/ NORTH
AMERICAN
GREEN C350
PROP 5' CURB CUT W/ SW CULVERT
& NORTH AMERICAN GREEN C350
PROP 2' CURB
CUT W/ CHASE
PROP 2'
CURB CUT
W/ CHASE
PROP 2'
CURB CUT
W/ CHASE
PROP 2' SW
CULVERT
PROP 2' SW CULVERT
PROP 2' SW
CULVERT
PROP 2'
CURB CUT W/
SW CULVERT
PROP 10'
TYPE R INLET
PROP 5'
TYPE R INLET
PROP WQCV/ DETENTION
POND OUTLET STRUCTURE
PROP 2' CURB CUT
PROP 5' TYPE
R INLET
PROP NEENAH
R-2580-A
AREA INLET
24" RCP
PROP 2' CURB CUT
W/ SW CULVERT
18" RCP
18" RCP
18" RCP
PROP 10' TYPE R INLETS
FF = 49.20
FF = 53.00
FF = 53.00 FF = 56.00
FF = 56.00
FF = 56.00
FF = 56.00
FF = 56.00
FF = 51.50
FF = 53.00
FF = 53.00
FF = 49.20
FF = 49.20
FF = 56.00
FF = 49.00
TF =
47.67
TF =
46.75
TF =
46.75 TF =
47.67
TF =
47.67
TF =
47.67
TF =
48.90
TF =
49.10
TF =
46.75
TF =
46.75
TF =
46.75
TF =
46.75
TF =
46.75
TF =
46.75
TF =
46.75
PROP OVERFLOW WEIR
PROP SOFT PAN (TYP
FOR ALL SWALES-
SEE DETAIL SHEET 20)
RED WILLOW DR
18" RCP
PROP 2" MILL & OVERLAY
ASPHALT SECTION (TYP), TO BE
COMPLETED AFTER SANITARY
IMPROVEMENTS ARE COMPLETED
24" RCP
24" RCP
F
O
S
S
I
L
C
R
E
E
K
C
I
R
C
L
E
PROP WETLAND PRE-
SEDIMENTATION
BASIN
PROP WETLAND PRE-
SEDIMENTATION
BASIN (TYP)
FF = 53.00
PROP AREA
INLET
PROP AREA
INLET
TOW = 46.00
TOW = 46.50 BOW = 44.00
BOW = 43.00
TOW = 46.50
BOW = 42.75
TOW = 45.40
BOW = 42.75
TOW = 45.40
BOW = 43.00
TOW = 45.40
BOW = 43.00
TOW = 45.40
BOW = 43.00
TOW = 45.40
BOW = 43.00
TOW = 44.80
BOW = 44.00
TOW = 46.00
BOW = 45.30
TOW = 47.50
BOW = 46.00
TOW = 47.50
BOW = 47.00
TOW = 47.50
BOW = 43.30
TOW = 44.80
BOW = 44.00
TOW = 45.00
BOW = 42.50
TOW = 54.50
BOW = 51.50
TOW = 54.00
BOW = 53.00
TOW = 54.00
BOW = 53.20
TOW = 54.80
BOW = 53.10
PROP UTIL ESMT. BY SEPARATE DOCUMENT:
RECEPTION NO: _____________________
PROP UTIL ESMT. BY SEPARATE DOCUMENT:
RECEPTION NO: _____________________
PROP TEMP CONSTR. & GRADING ESMT. BY SEPARATE
DOCUMENT: RECEPTION NO: _____________________
PROP TEMP CONSTR. & GRADING ESMT. BY SEPARATE
DOCUMENT: RECEPTION NO: _____________________
18" RCP
PROP 5' TYPE
R INLET
54.41
54.70
52.51
51.12
53.33
48.32
SHEET No:
CROWNE ON TIMBERLINE
FORT COLLINS, COLORADO
PROJECT/ LOCATION:
DRAWING:
OF 20
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: 501-001
date: 05/15/13
GRADING PLAN (WEST)
C-008
J.Gooch
J.Gooch
J.Gooch
8
0' 40' 80'
SCALE: 1" = 40'
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
LEGEND:
NOTES: