HomeMy WebLinkAboutLot Certifications - 07/11/2016P
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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