RP2_5GENERAL NOTES STORM SEWER NOTES
PLOWE
ENGINEERING, INC.
FAX: (651) 361-8701
PHONE: (651) 361-8210
LINO LAKES, MN 55014
6776 LAKE DRIVE
SUITE 110
SITE PLANNING
& ENGINEERING
C.W.P. 18-1747
A.G.A.G.DATE REVISION DESCRIPTION DRAWN BY:
CHCKD BY:
DESIGN BY:
PROJ. NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT
I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
DATE:LIC. NO.43963
ADAM GINKEL
ELK RIVER, MINNESOTA
07.29.2020
RIVERPLACE
SECOND ADDITION
865
870
875
880
885
890
895
865
870
875
880
885
890
895OGDEN ST860 860
0
1 INCH = FEET50
25 50
(HORIZONTAL)51 INCH = FEET50
(VERTICAL)
NORTH
NORTH
186TH LANE NW 186TH AVENUE NW
PLAN/PROFILE
STORM SEWER & STREETSSEE SHEET C3.7S E E S H E E T
C 3 .6
SEE SHEET C3.7
OGDEN STALL CASTINGS (MANHOLES AND VALVE BOXES) MUST
BE ADJUSTED TO ½” BELOW THE FINISHED ASPHALT
BASE COURSE ELEVATION BEFORE PAVING OF THE
ASPHALT BASE. NO CUTS WILL BE ALLOWED IN THE
ASPHALT BASE. ADJUSTMENTS TO MEET FINAL WEAR
COURSE ELEVATIONS WILL BE ACCOMPLISHED USING
GLUE IN STEEL ADJUSTING RINGS. THE CITY WILL
IMPOSE A $1000/PATCH CHARGE TO THE DEVELOPER
FOR EVERY PATCH LOCATION (NEEDED FOR CASTING
ADJUSTMENT OR OTHER PAVEMENT REPAIR) IN THE
BASE COURSE BITUMINOUS PAVEMENT.
STORM SEWER STRUCTURE SCHEDULE
186TH AVE NW
SEE SHEET C3.7OGDEN CI
R186TH LN NW