Parkside Commerical Center 10904 57th St NE (15) BIG PLANS150" HYDRANT
COVERAGE
HYDMW I EMERGENCY OVER FLOW PONDING HT.
Dolt- SILT -FENCE DETAIL STEEL OR FILTER FABRIC
8X6 DIP REDUCER TOP OF %.-K=956.0 36" HIGH MAY(
ATTACH SECURELY
6 CY CL -RAP wl GEOFABRIC WOOD POST-�\ ""�TO UPSTREAM
52 6" GATE VALVE EXTRA STRENGTH FILTER FABRIC
2' EXPOSED BUILDING ELEV=961.5 SIDE OF POST.
NEEDED WITHOUT WARMISH SUPPORT
FOUNDATION C. S.A. H� t 1 0. 19 .0 STEEL OR RUNOFF
SILT -FENCE WOOD POST
WETLA NG
)N
ONTROL STRUCTUR E FLO 12 MINI.��
4*x6* TRENCH
L*
_20 a w1a
70 . . . . . .
'Wr F W C MPACTED
. . . . . . . . . . .
Amu. '_A_ -4 . ....... BACKFILL
'A
4
__---00WRETE,' CONTROL
60JA -------- STRUCTURE (SEE SH 10 FT MAX SPACING WITH STANDARD DETAIL
56 WIRE SUPPORT FENCE TRENCH WATH NATIVE BACKFILL
1 s 956 10 6 FT MAX SPACING WITHOUT
WIRE SUPPORT FENCE
954 SKIMMEIR
woo
UCTURE SILT -FENCE NOTES:
6 1. SILT -FENCE SHALL BE INSTALLED BEFORE 3. REMOVED SEDIMENT SHALL BE DEPO!§ffM
ANY EXCAVAIING TO AN AREA THAT WILL NOT CONTRIBUM-
S-C
0 9S4 2. INSPECT AND REPAIR FENCE AFTER EACH SEDIMENT OFF -SITE AND CAN BE PERWA.NENTLY
E- LO STABILIZED.
9S6 0) STORM EVENT AND REMOVE SEDIMENT WHEN
962-i---,\ I . - - I NECESSARY. 4. SILT FENCE SHALL BE PLACED ON STLOPE
958
COVERAGE 960 1 1 CONTOURS TO MAXIMIZE PONDING EFFICIIENCY.
-B
S
W 05a':
U <
EXISTING POND 24" RCP S
PROPCSED
7 . . ... . . .
INV.=954.2
954.00
SILT-FENC BUILDING 2 BC 60
HWL=956.00 SERVICE SET SCHEDULE
0
9 APP. BM=948.0 SERVICE SET I
47�-6* PVC WATERMAIN WITH 6* GATE VALVE. AND
77'
0
FIRE VALVE POST INDICATOR
_0
ST1( P
77
1* POTABLE SERVICE WMI CORPOR47ION 7 CURB
37'-6'w PVC SANITARY SEWER SERVICE IW=956.5
CNI
SERVICE SET 2
Z -6" PVC NATERMAIN WITH 6o GATE VALVE. AND
30'
103GC-964. nRE VALVE POST INDICATOR
96 .3 1' POTABLE SERVICE WITH CORPORATION 7 CURB SOP
(jD 40'-6w PVC SANIIARY SEWER SERVICE INV-954.0
L
SERVICE SET 3
0)
TAP INTO EXISTING SERVICE WITH BEND. 34'-6* PM
0
WATERMAIN WITH 6* GATE VALVE, AND FIRE VALVE POST-
-D
00
PROPOSE
INDICATOR
(0 1" POTABLE SERVICE WITH CORPORA71ON 7 CURB SITOP
G 1
BUILDIN I
0)
C14
TAP INTO EXISTING SAWARY SERVICE AND INSTALL
TIP UF�:Q'Q
(0
BEND AND CLEANOUT. 40'e-6o PVC SANITARY SEWER'
0) 2,
44
SERVICE INSTALL SERVICE PIPE AT 2X GRADE
0)
NOTE ALL SERVICES TO HAVE SEPARATE DOMESTIC SERVICI
SS
77,
X
p
LOCA77ON AND TYPE OF FIRE VALVE POST' INDICATORS
FFE 9 3. 0 1 WITH SHUT' OFn. CONTACT BUILDING OFFICIAL FOR BEST
CL 0
0()
62
961.5
R SCHEDULE
STORM SEWE,
P.-'; .�'.�f,777777
Y�
19, 21m METAL FES WITH 5 CY C9. Ill RIP -RAP. IW=954-0.
----------
CON
RS-A
Ln
DPE
rz 8.6
Lo
PIPE-1 2Z-24" HDPE 0 0.5X
Q
2" PE
Q) U-1 CB-1 48" pRECAST/NEENAH CAS77NIG R-2668, RIM=960.0. iW=954.11
V. 9 7.3
'-4" WA TER SERVICE Tjele h ----Powe box (NOTE: TIE EXISTING CULVERT INTO CB ---,I. INV)
P
'A
R5
.0
er
Iris
PIPE-2 180' - 24N HDPE 0 O.5X
a
-777r:'- =797 AST.TRIPLIE
'04 UNIT�TRAME, GRATE. CURB BOXINEENAH
CB-2 200.5 PREC
.7 CASTING R-3295-3. FL-959.5. IW-95,6 .01
HYD 2 1,11"'140�6 M DUMMER
SERVICE '2)
PO ' " (NOTE. TIE EXISTING CULVERT INTO ca,
UCER EMSURE -
ISC
BX6 DIP RED
Sfw 1AR
6 TE VALVE CS-3 2x3 pREcAsTINEENAH cASTII\qG 3067, FL=959.1. IW=954.30
Q.,
UND ELEV=964. .. .. ......
PIPE-3 28' 12" HOPE 0 1. IX
Q)
...........
.3 CY CIL Ill RIP -RAP. IW=954-0.
FES 12* METAL FES WITH
Al
11G 3067, FL-959.3, IW-954.30
.4 CB F. CB-4 2x3 pREcASTINEEw CAsTIh
961.83
U
PIPE-4 27' 12w HDPE 0 1AX
0)
0 30 60 90
6L
-C 12" METAL FES WITH 3 CY CiL Ill RIP-W. IW-954-0.
CB f L. FES
ALE IN FEE7'
==960 9
4 GRAPHIC SC
T
C=9 .0
I -Light Pole
BGC=96;
QNSTRUCTION NQJE
627 7"�
19 _7 FI= 1) CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS O)F EXISTING UTILITIES AND
OF SITE GRADING. THE CONTPjANCTOR SHALL IMMEDIATELY
TOPOGRAPHIC FEATURES, PRIOR TO START
NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS F�ROM PLANS
0) 2) CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALC FOR uTILj1TY LOCATION
PROP0,131ED
0
INSTALL 4'
BUILDIN 3
952-454-0002 OR 1-800-251-1166 WITHIN 24 HR.. PRIOR TO EXCAWATION.
CROSS G
r10 9
1017
3) ALL CONSTRUCTION SHAH CONFORM TO MINNESOTA DEPARTMENT OF TRANSPORTATION
INCREASED PAVEEMENT
V,)'
"STANDARD SPECIFICATIONS FOR CONSTRUCTION".
SECTION (5" OF BirumINOUS)
5
. . . . . ..........
ADDITIONAL
DIP TEE (INET' TV) 4) THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SILT FENCES A%D INSTALLING
0 EROSION CONTROL MEASURES, TO PREVENT SEDIMENTATION FROM LEAVINCG THE SITE. UNTIL
-60 PV
C INM
_______SILT_FENCE V VEGETATION IS ESTABLISHED AND THE AREA IS STABILIZED.
-0-111
6" GATE VALVE
GROUND
IED REQUIREMENTS.
236.
NUMA W411M i :
6. 6) CONTRACTOR SHALL COMPLY WITH ALL NPDES AND LOCAL WATERSH
77�
1 4
7) GRADING WORK AND CONSTRUCTION EQUIPMENT SHALL NOT TREPASS) UN AUJA(.;tNI VKIVAIt
...... . ........... PONSIBLE TO ANY CLAIMS [RESULTING FROM SUCH
PROPERTIES. THE CONTRACTOR SHALL BE RES
....... Exis tin g T g a ACTIONS.
te a v/ke
7� 8) ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANEDI.AT THE END OF EACH
Existing 12" atermaln KING OF DIRT ONTO
WORKING DAY. A ROCK ENTRANCE SHALL BE PROVIDED TO REDUCE TRACI
PUBLIC STREETS
Existing 8" sanito sewe Existing sanitary sewer
manhole inv. = 948-74
WMS-IONS7 i hereby certify that this plan, specification, or report DAIE 5110104 REWW DATEr PARKSIDE COMMERCIAL PARK FXE No. 03453
ff&W sy -ROHLIN
DA7E Em C/IY COMMENM was prepared by me or under my direct supervision and INCAr BOOK . PAGE.
M Cny CD1910n that I am a dutv Uqjnsed Professional Engineer under DmwN ey DRG SITE & CONSTRUCTION PLAN SN&T
PER Crry = COUWEVIS,��mTEQ 511ffZQ the laws of the S�gg of Minnesota. Albertvftle, Minn000te
6 - LAND SURVEYORS hVWONTAL ft4LE
I kwh - 30 feet 2
PM P"aw Mus & NWM DESIGNED iW DRG OF'
Signature 7hore P. Meyer 1111: �Hwy. 25N.. Buffalo, MN 55313 M?na4L SC14E I kwh - NIA fed 3
ph. (�763) 682-1781 Fox (763) 682-9492 GRADING AND CONSTRUCTION PLAN SHEEKS
Datq_ 4-8-04 Ret.-Co. 6218 CHECKO By TPAI *ff sheet is ofter than 2204, use barscale.