HomeMy WebLinkAboutLot Certifications - 05/10/2016 (29)7.3'
7.0'
15.2'
7.6'
11.6'
3.3'
0.9'
6.3'
7.6'
3.0'
27.7'
7.0'
7.3'
37.7' 6.0'
84.0'
6.0'
1.0'
37.7'
1.0'
3.3'
6.3'
0.9'
3.0'
4.4' 5.1'
U, D & AE
U, D, A & EAE
U, D, A & EAE
U, D, A & EAE
N90°00'00"W 95.42'
N00°00'00"E
64.00'
S90°00'00"E 95.42'
S00°00'00"E
64.00'
9.9' 9' UE
LaGRANGE AT RIGDEN FARM
BG: 12 DRAWN BY: MAK DATE: 04/06/15
No.REVISION BY DATE
PROJECT #: 374-008
NOTES:
1. BUILDING IMPROVEMENTS SHOWN ON THIS PLOT PLAN ARE CONCEPTUAL FOR THE SOLE PURPOSE OF OBTAINING A BUILDING PERMIT. REFER TO
APPROVED ARCHITECTURAL PLANS FOR CONSTRUCTION OF BUILDING IMPROVEMENTS.
2. ELEVATIONS AND CONTOURS ARE AS SHOWN ON THE ORIGINAL CITY APPROVED GRADING PLAN. DUE TO CIRCUMSTANCES WHICH ARISE SUBSEQUENT
TO THE PREPARATION OF THIS SITE PLAN, CONTRACTOR IS ADVISED THAT ELEVATIONS SHOWN HEREON SHOULD BE VERIFIED PRIOR TO CONSTRUCTION.
3. ALL DRAINAGE ARROWS AND PERCENTAGES ARE SHOWN WITHIN DRAINAGE EASEMENTS AND ARE SHOWN FOR CLARITY PURPOSES AND ARE DESIGNED
TO HAVE CENTERLINE OF DRAINAGE SWALES INLINE WITH PROPERTY LINE, UNLESS OTHERWISE NOTED.
MODEL: LaGRANGE 4 UNIT BASEMENT: NO GARAGE: REAR
TOWN: FORT COLLINS COUNTY: LARIMER LOT TYPE:
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
LANDMARK HOMES
1" = 30'
0
FG = 24.50
TF = 25.17
DRIVE
30 15 30
P
4920
4925
4925
4923
20
19
22
21
24
23
24
24
24
26 25
26
25
24
24
23
22
23
22
21
23
22
21
22
21
20
13
14 15
16
17
19 20 18
18 21
17
19 16
20
23
22
21
24
24 25
26
27
26
26
24
25
26
23
22
24
25
24
23
22
21
23 22 21 20
20
22 21
20
19
14
15
16
17
18
19
13
20
22
21
19
24 23
21
20
DES MOINES DRIVE
RIGDEN PARKWAY
LIMON DRIVE
MINNESOTA DRIVE
REMOVE EXISTING COLORED
CONCRETE PANEL
INSTALL TRUNCATED DOME
WARNING PER DETAILS
REMOVE EXISTING COLORED
CONCRETE PANEL
INSTALL TRUNCATED DOME
WARNING PER DETAILS
ROCKFORD DRIVE
S T 0 P
R1-1
36"x36"
STREET NAMEAVE ###
BORGERT AQUA-BRIC INTERLOCKING PERMEABLE PAVERS. INTEGRAL COLOR CONTRASTING BRICKS FOR PARKING STRIPES. INSTALL PER MANUFACTURERS SPEC. NO SAND SHALL BE USED. OUTFALL CURB (TYP.)
2' CONCRETE RIBBON
(MIN. 6" THICK)
\A1;9'
R&R TO THIS POINT
MATCH EXISTING
VERIFY SLOPE (NO SUMP)
EDGE OF CONCRETE
CONCRETE DRIVE
CONCRETE RIBBON
12:1 FROM FOG
CONCRETE RIBBON
12:1 FROM FOG
OUTFALL CURB (TYP.)
1' PAN W/ 1" DEPRESSION
OUTFALL CURB
OUTFALL
CURB (TYP.)
CONTRACTOR TO
VERIFY STEPS MEET
APPLICABLE CODES
BLDG
FG=26.50
TF=27.17
FOG=26.90
1
BLDG
FG=26.50
TF=27.17
FOG=26.90
2 BLDG
FG=26.50
TF=27.17
FOG=25.73
3
BLDG
FG=24.50
TF=25.17
FOG=24.90
4
BLDG
FG=24.50
TF=25.34
FOG=25.14
5
BLDG
FG=24.50
TF=25.17
6
BLDG
FG=26.50
TF=27.17
FOG=26.90
3
No. Revisions:
By: Date:
REVIEWED BY:
G. SCHOCK
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
11/06/13
PROJECT:
374-008
Sheet
Of 9 Sheets
LAGRANGE AT RIGDEN FARM
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
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
GR1
GRADING PLAN
J. Prelog
J. Prelog
1"=30'
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
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
LEGEND:
NOTES:
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE
INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY
MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS.
THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND
PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE FLOWLINE, EDGE OR PAVEMENT, OR EDGE OF WALK
UNLESS NOTED OTHERWISE.
3.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS.
4.ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED
SUCH THAT THE TOP OF SOIL IS AT THE SAME ELEVATION AS ADJACENT SIDEWALK TO ALLOW
FOR PROPER DRAINAGE.
5.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
{
6.SEE APPROVED LANDSCAPE PLANS FOR RETAINING WALL SPECIFICATIONS AND DETAILS.
}
PROPOSED STORM SEWER
PROPOSED STORM DRAINAGE INLET
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONTOURS 80
79
EXISTING STORM SEWER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
EXISTING RETAINING WALL
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
1
GARAGE TO FOUNDATION ELEVATIONS ROB 06/11/14
1
1
1
1
1
2
2
CURB CUT & PAN ADDITION ROB 09/30/15
3
3
CURB & GUTTER ALM 12/18/15
EDGE OF FOUNDATION
ON PROPERTY LINE