Parkside Commerical Center 10904 57th St NE (7) BIG PLANS150' HYDRANT
COVERAGE
FLOW PONDING HT,-..
HYDRANT I EMERGENCY OVER SILT -FENCE DETAIL STEEL OR
r3c�� FILTEIR FABRIC
8X6 DIP REDUCER TOP OF %OK=956.0 36* HIGH MAX ATTACH SECURELY
52 GATE VALVE 6 CY CL -RAP wl GEOFABRIC WOOD POST--\
2' EXPOSED BUILDING 6' To LOPSTREAM
FOUNDATION ELEV.=961.5 EXTRA STRENGTH FILTER FABRIC SIDE- (OF POST.
0. 19 1) NEEDED WITHOUT WARMISH SUPPORT RUNO)FF
C.S.A.H.
SILT -FENCE WETLA STEEL OR
WOOD POST
OVE4X677NG
ONIROL STRUCTUR E
;-7 12" MIN�
=47- . . . . . . . . . . . . . . . . . . . . . . . . 4"W TFRENCH
. . ........ r , F='t"' [" I I I I LO
.......... . . . . . . WITH COMPACTED
BACKFILILI
rPv 104- .
95 RM CONTROL
MUCTURE (SEE - 10 MAX SPACING WITH STANDARD DETAIL
1056 WIRE SUPPORT FENCE TRENCH WITH NATIVE'BACKnU'L
954— 6 FT MAX SPACING WITHOUT
WIRE SUPPORT FENCE
WOOD SKIMM�R
956
TRUCTURE SILT -FENCE NOMS:
1. SILT -FENCE SHALL BE INSTALLED BEFORE 3. REMOVED SEDIMENT SHALL BE DEPOSITED
0) ANY EXCAVATING TO AN AREA THAT WILL NOT CONTRIBUTE
0
9S4
150' HYDRANT 962-- 956 to 2. INSPE( AND REPAIR FENCE AFTER FJ H Z�Wlmr-N' urr-->"L mu 4,m Ot rr-mMMMILT
0) STORM EVENT AND REMOVE SEDIMENT WHEN STABILIZED.
COVERAGE
NECESSARY.
96( 4. SILT FENCE SHALL BE PLACED ON SLOPE
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
24" RCP F
NV.=954.2
FM
PROPOS17-D
BUILDING 1
r�------- 4L --------
FFE 9 3.0)
Ima
......... . .....
Exj . sting 8,"" sanita sewer___-# Existing sanitary sewer
manhole inv. = 948.74
(z)
Z:
SERVICE SET SCHEDULE
SERVICE SET 1
47'-6* PVC WATERMAIN WITH 6* GATE VALVE, AND
FIRE VALVE POST INDICATOR
10 POTABLE SOMCE WITH CORPORATION 7 CURB STOP
37'-68' PVC SANITARY SEWER SMACE INV=956.5
SERVICE SET 2
30'-6" PVC WATERMAIN WITH 6" GATE VALVE, AND
FIRE -VALVE POST INDICATOR
I* POTABLE SERVICE WITH CORPORA71ON 7 CURB STOP
S&MCE SET 3
TAP INTO MS77NG SERVICE WITH BEND. 34'-6* PVC
WATERAWN WITH 60 GATE VALVE, AND FIRE VALVE POST
INDICATOR
1* POTABLE SERVICE WITH CORPORAT10N 7 CURB STOP
TAP INTO EXISTING SANITARY SERVICE AND INSTALL
BEND AND CLEANOUT, 40*-6* PVC SANITARY SEWER
SERVICE INSTALL SIERVICE PIPE AT 2X GRADE.
NOTE ALL SERVICES TO HAVE SEPARATE DOMESTIC SERVICES
WITH SHUT OFFS. CONTACT BUILDING OMCIAL FOR BEST
LOCA71ON AND TYPE OF FIRE VALVE POST INDICATORS
STORM SEWE ' R SCHEDULE
FES-A
21 " METAL FES WITH 5 CY CL III RiP-RAP. INV=( 954.0.
PIPE- 1
22'-24' HDPE 0 0.5X
CB-1
48" PRECASTINEENAH CASTING R-2668, RIM='9610-0. IW=954.11
(NOTE. 77E EXIS77NG CULVERT INTO CB-1. INV)
PIPE-2
180' - 24* HDPE 0 0.5X
CB-2
2x10.5 PRECASTTRIPLIE UNTT:FRAME. GRATE, CURB BOXINEENAH
CASTING
R-3295-3, FL-959.5. IW=955.01
(NOTE. 71E EXISTING CULVERT INTO CB-�)
CB-3
2xJ PRECAST/NEENAH CASTING 3067, FL=959.1,, JNV=954.30
PIPE-3
28' - 12" HDPE 0 I.IX
FES-B
120 METAL FES WITH .3 CY CL III RIP -RA P. IW=054.0.
CB-4
2x3 PRECAST/NEENAH CAS71NG 3067, FL-959.3,', 4W-954.30
0 J0 90 PIPE-4
27' 12" HDPE 0 1.1X
FES-C
120 METAL FES WITH 3 CY CL III RIP -RAP. IW=054-0-
GPAPHIC SCALE IN FEET
QENERAL CONSTRUCTION NOTES
1) CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTIILITIES AND
TOPOGRAPHIC FEATURES, PRIOR TO START OF SITE GRADING. THE CONTRACTOR SHALL IMIMEDIATELY
NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLANS.
2) CONTRACTOR SHALL CONTACT - GOPHER STATE ONE CALL- FOR UTILITY LOCATION
952-454-0002 OR 1-800-251-1166 WITHIN 24 HR.. PRIOR TO EXCAVATION.
3) ALL CONSTRUCTION SHALL CONFORM TO MINNESOTA DEPARTMENT OF.TRANSPO.RTATIOIN
"STANDARD SPECIFICATIONS FOR CONSTRUCTION".
4) THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SILT FENCES AND INSTALLING iADDITIONAL
EROSION CONTROL MEASURES, TO PREVENT SEDIMENTATION FROM LEAVING THE SITE. UNTaL
VEGETATION IS ESTABLISHED AND THE AREA IS STABILIZED.
6) CONTRACTOR SHALL COMPLY WITH ALL NPDES AND LOCAL WATERSHED REQUI,REMEN-�ITS-
7) GRADING WORK AND CONSTRUCTION EQUIPMENT SHALL NOT TREPASS ON ADJACENT fPRIVATE
PROPERTIES. THE CONTRACTOR SHALL BE RESPONSIBLE TO ANY CLAIMS RESULTING FROMI SUCH
ACTIONS.
8) ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH
WORKING DAY. A ROCK ENTRANCE SHALL BE PROVIDED TO REDUCE TRACKING OF DIRT OINTO
PUBLIC STREETS
REWSIONS I hereb DA TE 5110/0 4 RECORD PLANS DAM-
nEw y certify that this plan, specification, or report i*7LE No. 03453
DATE &
ny y me or under my direct supervi tR OHLIN, INC. PARKSIDE COMMERCIAL PARK
J114105 PER Cff Y COMANNIS was prepared b sion and MYER= BOOK PAGE.
.1 that / am a duly Uc ed Professional Engineer under DRA
4-/2ZM PER CITY COMM&RE gns wN By DRG
a47m §AVO ENGINEERS - ILAND SURVEYORS =NNU=-=71 SITE & CONSTRUCTION PLAN ,VH&7
W9105 PD? CffY Va COMMEIVIS the laws of the St of Minnesota.
MUS. & REMMVG 1 WALL WWOWA SCALE I inch . 30 feet Albertviffe, Minnesota
1111 Hwy. 25N., Burffoto, MN 55313 &ESaVED Wt DRG -- or
Signature 7hore P. Meyer M?71C4L SCALE I AIAL fat
3
6218 Ph. (763) 682-17811 Fox (763) 682-9492 CHECKED By TPU *If sheet is offier than 2204, use barrscale, GRADING AND CONSTRUCTION PLAN slia7s
Datq 4-8-04 —Ror"Co. I