2006_STREET_RECONSTRUCTION_FOR_WEDGEWOOD_DR/TEAL_LN_MALLARD_LN
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PLAN SYMBOLS
STATE LINE
COUNTY UNE
TOWNSHIP OR RANGE LINE
SECTION LINE
OUARTER LINE
SIXTEENTH LINE
RIGHT -OF -WAY UNE
SLOPE EASEMENT
PRESENT RIGHT-OF-WAY
CONTROL OF ACCES LINE
PROPERTY LINES (EXCEPT LAND LINES)
VACATED PLATTED PROPERTY
CORPORATE OR CITY LIMITS
TRUNK HICHWA.Y CENTER LINE
RETAINING WALL
RAILROAD
RAILROAO RIGHT -OF -WAY
RiVER OR CREEK
DRY RUN
DRAINAGE DITCH
DRAIN TILE
CULVERT
DROP INLET
CUARD RAil
BAlRBEO WIRE FENCE
WOVEN WIRE FENCE
CHAiN LINK FENCE
RAILROAD SNOW rENCE
STONE WALL OR FENCE
HEDGE
RAILROAD CROSSING SIGN
RAILROAO CROSSING BELL
ELECTRIC WARNINC SICN
CROSSING CATE
MEANDER CORNER
SPRINGS
MAlRSH
TIMBER }
ORCHARD
BRUSH
NURSERY
CATCH BASIN
FIRE HYDRANT
CAmE GUARD
OVERPASS (HIGHWAY OVER)
UNDERPASS (HIGHWAY UNDER)
BRIDGE
BUILDING (ONE STORY FRAME)
F - FRAME C - CONCRETE
S - STONE T - TILE
B - BRICK ST - STUCCO
IRON ROD OR PIPE
MONUMENT (STONE. CONCRETE. OR METAL)
WOODEN HUB
GRAVEL PIT
SAND PIT
BORROW PIT
ROCK OUARRY
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UTILITY
SYMBOLS
+--+-
POWER POlE LINE
TELEPHONE OR TELEGRAPH POLE UNE
JOINT TELEPHONE AND POWER
ON POWER POLE
ON TELEPHONE POLES
ANCHOR
STREET LIGHT
PEDESTAL (TELEPHONE CABLE TERMINAL)
CAS ....N
WATER .....N
CONDUIT
TELEPHONE CAl8LE IN CONDUIT
ELECTRIC CAl8LE IN CONDUIT
TELEPHONE MANHOLE
ELECTRIC MANHOLE
BURIED TELEPHONE CABLE
BURIED ELECTRIC CABLE
AERIAL TELEPHONE CABLE
SEWER (SANITARY OR STORM)
SEWER MANHOLE
SCALES
INDEX MAP 1"0.....-
o 1000
PLAN I"o."~-
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2005
STREET RECONSTRUCTION
FOR THE
CITY OF SHOREWOOD
CONSTRUCTION PLAN FOR
STREET RECONSTRUCTION AND APPURTENANT WORK
LOCATED ON
WEDGEWOOD DRIVE, TEAL LANE & MALLARD LANE
CITY PROJECT NO. 02-02
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2000
,
THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING
TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED
TO BE ACCURATE OR ALL-INCLUSIVE. THE CONTRACTOR IS TO
DETERMINE THE TYPE AND LOCATION OF PRIVATE UTILITIES AS
MAY BE NECESSARY TO AVOID DAMAGE THERETO.
EXCAVATION NOTICE SYSTEM
A CALL TO GOPHER STATE ONE (651-454-0002)
IS REQUIRED A 'MINIMUM OF" 48 HOURS PRIOR TO
PERFORMING ANY EXCAVATION.
S N. 40266616
60
,
60
,
10
I
-
-
CITY PROJECT NO. 02-02
GOVERNING SPECIFICATIONS
THE 2000 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
"STANDARD SPECIFICATIONS FOR CONSTRUCTION."
ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL COMFORM TO THE MN MUTCD
INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS.
DATED JANUARY. 2004. ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE
SHEETING.
CITY OF SHOREWOOD GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES
FOR STREET & UTILITY CONSTRUCTION - 2001 EDITION
WATERMAIN AND SANITARY SEWER SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY ENGINEERS ASSOCIATION OF MINNESOTA
STANDARD UTILITIES SPECIFICATIONS.
INDEX
SHEET NO.
DESCRIPTION
TITLE SHEET
GENERAL LAYOUT
TYPICAL SECTIONS AND DETAILS
DETAILS AND CONSTRUCTION NOTES
STREET/STORM CONSTRUCTION
EROSION CONTROL
CROSS SECTIONS
1
2
3-4
5
6-12
13-18
19-30
ALL APPLICABLE FEDERAL. STATE. AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED
WITH IN THE CONSTRUCTION OF THIS PROJECT.
...
WSB
701 Xenia Avenue South, Suite 300
Minneapolis. MN 56416
www.wsbang.com
ct Associates, Inc.
7!3-541-<800-FpJ83.5oI1-11OO
INFRASTRUCTURE I ENGINEERING . PlANNING. CONSTRUCTION
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.
ENGR.
DAVID E. HUTTON. P.E.
DATE XX/XX/2006 LIC. NO. 19133
Prepared Cor:
City of Shorewood
Dept. of Public Works and Engineering
5755 Country Club Rood
Shorewood, Minnesota 55331
(612) 474-3236
CITY ENGINEER
DATE
SHEET NO.
1
OF
30 SHEETS
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101 Xenia Avenue South. Suite 300
Minneapolis. MN 55416
www.wsbeng.com
2005 STREET RECONSTRUCTION
AND OVERLAY PROJECT
AND APPURTENANT WORK
SHOREWOOD, MINNESOTA
I HEREBY CEliltlFY ",",1 THIS PlAN. SPECifICATION. OR REPORT
WAS PREPARED B'f WE OR UNDER wY DIRECT $UP[RVIS10N
AND THAT I AM A DULYI,IC(HS(O PRortSSlONAl [WGIH([R
UNDER THE LAWS Of' THE STAl( or WINN(SOlA
REVISION NO.
D'"
SCAi,[: AS NOTED
PUN BY; tlESlCW BY:
PM JGM
CHECKED 8Y: PAOJ(ct NO:
DEH 1074- 7J
DAVID E. HUlTON, P.L
DATE
R[C;ORD COPY BY: !;IAl[
19133
1Q.5&1-41DD.faKm.5U-1J011
INFRASTRUCTURE . ENGINEERiNG . PlANNING. CONSTRUCTION
DATe:
Lit. NO:
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SOD WITH MIN.
411 TOPSOIL
(TYP I CAll
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12.67'
(BACK OF CURBJ
12.67'
(BACK OF CURBJ
SURMOUNTABLE IISII
CURB &. GUTTER
HIGH/LOW PT.
FOR DRAINAGE
2.00%
A'. \
- 2.00%
2.00% _
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211 TYPE LV4 WEARING COURSE MIXTURE (LVWE45035BJ
2357 BITUMINOUS TACK COAT
311 TYPE LV3 NON-WEARING COURSE MIXTURE (LVNW35030BJ
811 AGGREGATE BASE (RECLAIMED MATERIAL)
SUPPLEMENT WITH AGGREGATE BASE. CLASS 5
AS REQUIRED (100% CRUSHED LIMESTONE)
TYPICAL URBAN SECTION
NO SCALE
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min.
6" PERFORATED, HEAVY DUTY,
POL YETHYLENE PIPE (MnDOT 3278)
COARSE AGGREGATE (MnD0T3149.2Hl
WRAP WITH GEOTEXTILE FABRIC (MnDOT
3733, TYPE1>. (ALL TO BE INCLUDED IN
THE UNIT PRICE BID PER L1NAL FOOT
OF 6" PERFORATED P.E.PIPE.l
Rodent
Guard..
';..' ','
TRENCH DETAIL
NOTE:
DRAINTILE ENDING POINTS SHALL BE
PROTECTED WITH RODENT GUARDS
TYPICAL 6' DRAINAGE PIPE
NO SCALE
CIRCUM 45.5' RADIUS. 285.88'/360.
STANDARD CUL-DE-SAC
URBAN
/60' X RAD.!45.;, RAD.
TYPICAL CUL-DE-SAC SECTION
NO SCALE
V
N
;::::
12"R
17 112"
10 1/2"
28"
DESIGN'S' - MODIFIED
CURB & GUTTER DETAIL
NO SCALE
CITY PROJECT NO. 02-02
CURB AND GUTTER
60.25
90.
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SURMOUNT ABLE
Concrete Curb and Gutter
TYPICAL SECTIONS & DETAILS SHEET
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CONSTRUCTION NOTES
Cl, COMPACTION ON THE GRADING AND AGGREGATE BASE PORTIONS OF CONSTRUCTION
SHALL BE IN ACCORDANCE WITH THE 'SPECIFIEO DENSITY METHOO' REOUIREMENTS
MnDOT SPEC, 2211.3C1,
I
C2. BITUMINOUS AND CONCRETE DISTURBED BY CONSTRUCTION SHALL
BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE RECYCLED
TO THE EXTENT ALL OWED I N BASE I TEMS DR. 0 I SPOSEO OF OUTS I DE OF
THE RIGHT OF WAY IN ACCORDANCE WITH MnDOT SPEC, 2104,3C, BITUMINOUS
AND CONCRETE MATERIALS SHALL MEET THE GRADATION REOUIREMENTS OF
AGGREGATE BASE COURSE. CLASS 5. AND ALL OTHER REQUIREMENTS IN
SEC. 3138.A2 ICLASS 7. SALVAGED/RECYCLED AGGREGATE MATERIALS) AND
SEC. 3138,B GRADATION TO BE APPROVED FOR USE AS BASE MATERIALS,
C3, WHERE CONNECTING TO IN PLACE ROAQWAYS AT THE TERMINI OF
PROPOSED NEW CONSTRUCTION. CUT VERTICALLY TO THE BOTTOM OF
THE IN-PLACE SURFACING. THEN AT A 1IV):20IH) TAPER TO THE BOTTOM
OF THE RECOMMENDED SUBGRADE EXCAVATION,
C4, THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND
LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED TO 8E
ACCURATE OR ALL-INCLUSIVE, THE CONTRACTOR IS RESPONSIBLE FOR
MAKING THEIR OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF
PRIVATE UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE
THERETO. THE CONTRACTOR SHALL PROTECT ALL IN PLACE UTILITIES
AT NO ADDITIONAL COMPENSATION. CALL GOPHER STATE ONE CALL AT
1651) 454-0002 FOR UTILITY LOCATIONS
CS, USE TACK COAT BETWEEN ALL BITUMINOUS LAYERS AND PRIOR TO
PLACING ANY BITUMINOUS MIXTURES ON EXISTING PAVEMENT, THE
BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM
RATE OF 0,05 GAL/SO YO BETWEEN BITUMINOUS
LAYERS AND 0,10 GAL/50 YO ON CONCRETE (INCLUDING DRIVEWAYS AND
CURB) AND MILLED BITUMINOUS SURFACES PRIOR TO BEING OVERLAID. THE
APPLICATION RATES ARE FOR UNDILUTED EMULSIONS I AS SUPPLIED FROM
THE REFINERY) OR MC AND RC LIOUIO ASPHALT, THE ASPHALT EMULSION
MAY BE FURTHER DILUTED IN THE FIELD IN ACCORDANCE WITH SPEC, 2357,
I
I
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5' TAPER
OR MATCH EXISTING
CURB IN RADIUS
5'
5'
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I
BITUMINOUS ROADWAY
SURFACE
B618 CONCRETE CURB
AND GUTTER
I
CURB DETAIL AT CATCH BASINS
I
I
rz2]-BITUMINOUS DRIVEWAY APRON REPLACEMENT ON ALL
BITUMINOUS AND GRAVEL DRIVEWAYS.
EXISTING GRAVEL
I OR B nUMINOUS I
I E WI~~~V~~~IES '"I
I I
I
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5'
I
BITUMINOUS DRIVEWAY APRON
I
-------~-------
BITUMINOUS DRIVEWAY APRON REPLACEMENT
I
Sl, GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF SPEC. 3149,2Bl,
S2, STRIP ALL IN PLACE TOPSOIL AND SLOPE DRESSING IN AREAS TO BE
DISTURBED BY CONSTRUCTION AND REUSE AS SLOPE DRESSING.
S3. DISPOSAL OF EXCESS MATERIAL SHALL BE AT NO ADDITIONAL COMPENSATION,
CHECK WITH THE CITY ENGINEER PRIOR TO DISPOSAL.
S4, TOPSOIL. CONSTRUCTION DEBRIS. TRASH. PEAT. MUCK. ORGANIC MATERIAL. AND
OTHER UNSTABLE MATERIAL AS DETERMINED BY THE ENGINEER. SHALL BE CONSIDERED
AS UNSUITABLE EMBANKMENT MATERIAL. ALL OTHER SOILS. WETHER OBTAINEO LOCALLY
OR FROM BORROW SHALL BE CONSIDERED AS SUITABLE EMBANKMENT MATERIAL.
S5, SELECT GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF SPEC. 3149.2B2.
S6, COMMON BORROW SHALL MEET THE REDUIREMENTS OF SUITABLE GRADING MATERIAL,
S7. THE BOTTOM OF ALL SUBCUTS SHALL BE SHAPED AND COMPACTED BY THE OUALITY
COMPACTION METHOD WITH A MINIMUM OF 4 PASSES OF AN APPROVED ROLLER, DENSITY
TEST SHALL BE PERFORMED ON THE BOTTOM OF THE SUBCUT AT RANDOM LOCATIONS AS
SPECIFIED BY THE ENGINEER TO VERIFY EXISTING CONDITIONS AND SOIL PROFILES.
C6, THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND REINSTALLATION
OF ALL MISCELLANEOUS STRUCTURES SUCH AS MAIL BOXES. PRIVATE SIGNS.
GARBAGE PiCKUPS ETC,.. WITHIN PROJECT LIMITS WITH THE APPROPRIATE
OWNERS, MAILBOX RELOCATION WILL BE PAID FOR ON A UNIT BID PRICE AND
WILL INCLUDE ALL ASSOCIATED WORK. MATERIALS. ETC,.. REQUIRED TO REMOVE
ANO REINSTALL EACH MAILBOX,
C7. TEMPORARY EROSION CONTROL - TEMPORARY EROSION CONTROL DEVICES
ANO THEIR SUGGESTED LOCATIONS HAVE BEEN SHOWN IN THE PLANS ALONG
WITH PAY ITEMS FOR THEIR USE, THIS DOES NOT RELIEVE THE CONTRACTOR
OF THE RESPONSIBILITIES TO CONDUCT CONSTRUCTION IN A MANNER THAT
WILL CONTROL EROS ION, RESPONS 181LITY FOR CONTROLLING EROS ION IS AS
SET IN MN/DOT SPECiFICATIONS 1717. 1803. 2101.2105. 2S73. 2575. AND
IS AMENDED BY THE SPECIAL PROVISIONS,
C8, ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MINNESOTA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. INCLUDING
FIELD MANUAL DATED JANUARY 2001,
C9, TOP OF GRADING SUBGRAOE IS DEFINED AS THE BOTTOM OF THE CLASS 5
AGGREGATE BASE,
CIO. PROVIDE A SAWCUT AT THE TERMINI OF PROPOSED CONSTRUCTION. WHEN
CONNECTING TO IN-PLACE PAVEMENT IN ORDER TO PROVIDE A UNIFORM JOINT,
Cll, EXCESS RECLAIMED AGGREGATE/BITUMINOUS MATERIAL MAY BE STOCKPILED
AT THE PUBLIC WORKS FACILITY. VERIFY LOCATION. ETC", WITH THE CITY
ENG I NEER PR I OR TO DUMP I NG ANY MATER I AL .
UTILITY NOTES
U1, CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO
ADDITIONAL COMPENSATION,
U2. ALL MANHOLES IN THE PROJECT AREA SHALL HAVE EXTERIOIR CHIMNEY SEALS
INSTALLED. SEE SECTION 2506 STRUCTURE ADJUSTMENT IN THE PROJECT MANUAL.
GENERAL NOTES
1.
CONTRACTOR SHALL PROTECT EXISTING
UTILITIES DURING CONSTRUCTION AT NO
ADDITIONAL COMPENSATION TO THE CONTRACT.
SANITARY SEWER MANHOLE TOP OF CASTINGS
SHALL BE DEPRESSED .04'. USE A WOOD COVER
TO SET THE BITUMINOUS GRADE, CUT TO CORRECT
DIAMETER AND THICKNESS,
ALL GATE VALVE BOXES LOCATED IN BITUMINOUS
STREET SECTION SHALL BE DEPRESSED ,04'. USE
A WOOD COVER TO SET THE BITUMINOUS GRADE.
CUT TO CORRECT DIAMETER AND THICKNESS.
STORM SEWER MANHOLE TOP OF CASTINGS
SHALL BE DEPRESSED .04'. (NEENAH R1733 OR
APPROVED EQUAL)
CATCH BASIN TOP OF CASTINGS SHALL BE DEPRESSED
.17'. (NEENAH R-3067-L DR APPROVED EOUAL). USE
A WOOD COVER TO SET THE BITUMINOUS GRADE. CUT
TO CORRECT DIMENSIONS AND THICKNESS.
CASTINGS FOR STORM SEWER NOT IN PAVED AREAS SHALL
BE NEENAH R-2578 (CONVEX GRATE) OR APPROVED EQUAL,
5' TAPER
OR MATCH EXISTING
CURB IN RADIUS
2.
......... : ........ ,': .: '.'~ .' . .: : '.
3.
'., :~;, .:::<.\~::{~;.'}:~/:j::<:'
4.
5.
NOTE:
B618 CONCRETE CURB & GUTTER
PAID AT SAME UNIT PRICE PER
MODIFIED
AT CATCH BASINS TO BE
LINEAL FOOT AS TYPE "S"
6,
I.
VARIABLE
5'
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CONCRETE APRON DETAIL
SOIL NOTES
3" TYPE LV WEARING COURSE MIXTURE
FOR DRIVEWAYS
6" CLASS 5 AGGREGATE BASE
(1DO~ CRUSHED LIMESTONE)(OR
RECLAIMED MATERIAL, IF DEEMED
SUITABLE BY THE ENGINEER. )
BITUMINOUS DRIVEWAY SECTION
6" CONCRETE DRIVEWAY PAVEMENT
CONCRETE MIX NO. 3A36
6" CLASS 5 AGGREGATE BASE
(100~ CRUSHED LIMESTONE)(OR
RECLAIMED MATERIAL. IF DEEMED
SUITABLE BY THE ENGINEER.)
CONCRETE DRIVEWAY APRONS
TYPICAL SECTION
CITY PROJECT NO, 02-02 DETAILS & CONSTRUCTION NOTES SHEET 5
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I
EROSION CONTROL PLAN INFORMATION !
Project Description Location of Erosion Control Requirements in the Project Plan i
This project consist of street and storm sewer reconstruction on Wedgewood Drive, Mallard DESCRIPTION TITLE LOCATION ~~
~
Lane, and Teal Lane, Direction of Flow Erosion Control Pages 14 - 17
Final Stabilization Erosion Control & Street/Storm Construction Pages 5 - 16 ::I o ~ ~
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Erosion Control Sheets Erosion Control Pages 14 - 17 el L
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Erosion Control Details Details Page 17 .. Ii
Receiving Waters Storm Sewer Plan Sheets Street/Storm Construction Pages 5 - 11 ~ Ii i5 5
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All surface water runoff is collected using a system storm sewers, Storm Sewer Details Details 17 ~ i ~
Water collected in the storm sewer is conveyed to wetland DNR PWI #0905W located on Location of Ponds N/A ~
-- ~~i
the north side of Wedgewood Drive, ~I ~
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Responsible Parties ~w~ ~ LU
2i511
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The Contractor is responsible for implementation of the erosion control plan, ~;~
including the installation, inspection, and maintenance of the erosion prevention !i~~: ~
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and sediment control BMPs before and during construction.
<(
Owner z f-
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Larry Brown Contacts i=1-~(J)
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City of Shorewood AGENCY PERMIT NAME PHONE NUMBER ~~3:Z
5755 Country Club Road MPCA NPDES Construction Permit N/A I-Ol-Z
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S horewood , M N 55331 DNR Permit N/A N/A zc.<c~
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Minnehaha Creek Watershed District Erosion Control & Wetland Protection James Whisker 952-471-0590 W I- C
ACOE N/A N/A a: a: a: 0
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Contractor: State Duty Officer MPCA 1-800-422-0798 Woc.3:
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TBD Design Justin G, Messner, E,I.T, 763-287-7160 I-ccW
cnzzrx:
Erosion Control Review Andrea Moffatt 763-541-4800 1O<C<c
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Construction Notes:
Construction shall be governed by 2000 MnlDOT Spec Book and the special provisions,
The contractor shall keep the inspection and maintenance log with the erosion control plan, TMDL Implementation Plans Containinq Storm Water Requirements:
No MPCA Appendix A Special or Impaired Waters exist within 2000 feet ~;ij l!~
of any project discharge points, ~~
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Timing of BMP Installation Calculations: h~ ~;:
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The Erosion Prevention and Sediment Control BMP's shall be installed as necessary Impervious Before Construction = 2.43 Acres ~2
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to minimize erosion from disturbed surfaces and to capture sediment on site, and shall Impervious After Construction = 2.43 Acres . I
x
meet the NPDES Permit Part IV Construction Activity Requirements, Area to be disturbed = ~ ~
3.65 Acres r:or
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I. EROSION CON1ROL PROJECT AND CON1RACT INF'ORMA nON I
K:I01 07 4-73lcadlworkingl 1 074-sWDDD01,dwo CITY PROJECT NO, 02-02 SWPPP NOTES SHEET 13 OF 30 SHEETS
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DATE 19133
PLAN SYMBOLS
STATE LINE
COUNTY LINE
TOWNSHIP OR RANGE LINE
SECTION LINE
QUARTER LINE
SixTEENTH LINE
RIGHT -OF -WAY LINE
SLOPE EASEMENT
PRESENT RIGHT -OF -WAY
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PROPERTY LINES (EXCEPT LAND LINES)
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WOVEN WIRE FENCE
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RAILROAD SNOW FENCE
STONE WALL OR FENCE
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ELECTRIC WARNING SIGN
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MEANDER CORNER
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MARSH
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WATER MAIN
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ELECTRIC MANHOLE
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D 1000 2000
PLAN 1"'0."'....
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D 30 5D
VERT. n..~..~
D 10
2006
STREET
RECONSTRUCTION
FOR THE
CITY OF SHOREWOOD
CONSTRUCTION
PLAN FOR
STREET RECONSTRUCTION AND APPURTENANT WORK
LOCATED ON
WEDGEWOOD DRIVE, TEAL CIRCLE & MALLARD LANE
CITY PROJECT NO. 02-02
----~
~
~-_-"'1
.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING
TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED
TO BE ACCURATE OR ALL-INCLUSIVE. THE CONTRACTOR IS TO
DETERMINE THE TYPE AND LOCATION OF PRIVATE UTILITIES AS
MAY BE NECESSARY TO AVOID DAMAGE THERETO.
EXCAVATION NOTICE SYSTEM
A CALL TO GOPHER STATE ONE (651-454-0002)
IS REQUIRED A MINIMUM OF 48 HOURS PRIOR TO
PERFORMING ANY EXCAVATION.
S N. 40266616
I
CITY PROJECT NO. 02-02
GOVERNING SPECIFICATIONS
THE 2000 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
"STANDARD SPECIFICATIONS FOR CONSTRUCTION."
ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL COMFORM TO THE MN MUTCD
INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS.
DATED JANUARY. 2004. ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE
SHEETING.
CITY OF SHOREWOOD GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES
FOR STREET & UTILITY CONSTRUCTION - 2001 EDITION
WATERMAIN AND SANITARY SEWER SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY ENGINEERS ASSOCIATION OF MINNESOTA
STANDARD UTILITIES SPECIFICATIONS.
INDEX
SHEET NO.
DESCRIPTION
1
2
3-4
5
6-12
13-19
20-25
26-37
TITLE SHEET
GENERAL LAYOUT
TYPICAL SECTIONS AND DETAILS
DETAILS AND CONSTRUCTION NOTES
WATERMAIN CONSTRUCTION
STREET/STORM CONSTRUCTION
EROSION CONTROL
CROSS SECTIONS
ALL APPLICABLE FEDERAL. STATE. AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED
WITH IN THE CONSTRUCTION OF THIS PROJECT.
...
WSB
701 Xenia Avenue South. Suite 300
Minneapolis. MN 55416
www.wsbeng.com
&- Associates, Inc.
163-5414800.Fax163.541-1700
INFRASTRUCTURE II ENGINEERING >>PlANNING l CONSTRUCTION
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.
ENGR.
DAVID E. HUTTON, P.E.
DATE XX/XX/2006 L1C. NO. 19133
Prepared for:
o~
M
City of Shorewood
Dept. of Public Works and Engineering
5755 Country Club Rood
Shorewaod, Minnesota 55331
(612) 474-3236
CITY ENGINEER
DATE
SHEET NO.
1
OF
37 SHEETS
Attachment # 1
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I HEREBY CERTIf't THAT THIS PLAN, SPECIFICATION, OR REPORT
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