RP2_2WATERMAIN NOTES
SANITARY SEWER NOTES
GENERAL 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
895
186TH LN
860 860
0
1 INCH = FEET50
25 50
(HORIZONTAL)51 INCH = FEET50
(VERTICAL)
NORTH
NORTH
186TH LANE NW 186TH AVENUE NWW.M. LOOP - NORTH
PLAN/PROFILE
SANITARY SEWER & WATERMAINOGDEN STOGDEN 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.
186TH AVE NW
S-1+98
5.5-FT RISER
END INV 875.0
CS-885.6
S-1+35
6-FT RISER
END INV 875.3
CS-884.2
S-0+50
5-FT RISER
END INV 873.9
CS-882.4 OGDEN CI
R75.2 49.4 48.0 80.3 100.8 40.5
17.3
23.8
33.3
10.3
AS-BUILD
GATE VALVE TIES
(SCALE = 1:20)
THIS DETAIL ONLY
AS-BUILD
GATE VALVE TIES
(SCALE = 1:20)
THIS DETAIL ONLY
19.2
13.1
13.0
126.1
118.8
127.0
186.6
158.8
12.8
10.9
53.3
60.5
61.9
TNH=884.10