2009-07-13_SMITHTOWN_LANE_RECONSTRUCTIONSMITHTOWN LANE
STREET IMPROVEMENTS
FOR THE
CITY OF SHOREWOOD
CONSTRUCTION PLANS FOR ROAD RECLAMATION
LOCATED ON
SMITHTOWN LANE
K: \01459 -33 \Cad \Plan \1459- 33- TS.dwq, sheet i
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
TICKET NO. 90045712
GOVERNING SPECIFICATIONS
THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF
TRANSPORTATION "STANDARD SPECIFICATIONS FOR
CONSTRUCTION."
ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM
TO THE MN MUTCD INCLUDING THE FIELD MANUAL FOR
TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, DATED MAY,
2005.
CITY OF SHOREWOOD GENERAL SPECIFICATIONS AND STANDARD
DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION —
JULY 2001 EDITION
SHEET NO DESCRIPTION
1 TITLE SHEET
2 TYPICAL SECTIONS AND CONTRUCTION DETAILS
3 REMOVAL PLAN
4 STREET IMPROVEMENTS
5 RAIN GARDEN DETAILS
THIS PLAN SET CONTAINS 5 SHEETS
ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED
WITH IN THE CONSTRUCTION OF THIS PROJECT.
701 Xenia Avenue South, Suite 300
WSB Minneapolis, MN 55416
www.wsbeng.com
& Associates, Inc.
763.5414800- Fu 7635411700
INFRASTRUCTURE uENGINEERING s PLANNING a 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. �(- S-e- ''"
MARK E. ERICHSON, P.E.
DATE JULY 13, 2009 LIC. NO. 40886
CITY PROJECT NO. 09 -03
SMITHTOWN LANE
STREET RECLAMATION
TITLE SHEET
21021% IC M1 0���
R9ImCity of Shorewood
Depts. of Public Works
and Engineering
5755 Country Club Rd.
"1 Shorewood, Mn 55331
952. 474. 3236
SHEET NO. 1 OF 5 SHEETS
3" TYPE LV WEARING COURSE MIXTURE
FOR DRIVEWAYS
6" CLASS 5 AGGREGATE BASE
(100% CRUSHED LIMESTONE)(OR
RECLAIMED MATERIAL, IF DEEMED
SUITABLE BY THE ENGINEER.)
BITUMINOUS DRIVEWAY REPLACEMENT
BITUMINOUS DRIVEWAY APRON REPLACEMENT ON ALL
BITUMINOUS AND GRAVEL DRIVEWAYS.
EXISTING GRAVEL
OR BITUMINOUS I
DRIVEWAY
E WIDTH VARIES l
q
2' 11.0' 11.0' 2'
4
APPROX. 20' EXISTING
7.4 MAX 40/, 4
_.- -2.0% 2.0% _, j •.
-� g
4 MA 1:4 MAX s
INSET A
\-4"
MIN. TOPSOIL AND SEED
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ON
ALL DISTURBED AREAS
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Cl.
COMPACTION ON THE GRADING AND AGGREGATE BASE PORTIONS OF CONSTRUCTION
SHALL BE IN ACCORDANCE WITH THE "SPECIFIED DENSITY METHOD" REQUIREMENTS
C6.
THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND REINSTALLATION
OF ALL MISCELLANEOUS STRUCTURES SUCH AS MAIL BOXES. PRIVATE SIGNS.
�LV
VA L
MnDOT
a
SPEC. 2211.3C1.
TYPICAL SECTION
�-
OWNERS. MAILBOX RELOCATION WILL BE PAID FOR ON A UNIT BID PRICE AND
V)
v
C2.
BITUMINOUS AND CONCRETE DISTURBED BY CONSTRUCTION SHALL
WILL INCLUDE ALL ASSOCIATED WORK, MATERIALS. ETC... REQUIRED TO REMOVE
SOIL NOTES
9
19
TO THE EXTENT ALLOWED IN BASE ITEMS OR. DISPOSED OF OUTSIDE OF
S1.
GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF SPEC. 3149.281.
THE RIGHT OF WAY IN ACCORDANCE WITH MnDOT SPEC. 2104.3C. BITUMINOUS
C7.
TEMPORARY EROSION CONTROL - TEMPORARY EROSION CONTROL DEVICES
S2.
STRIP ALL IN PLACE TOPSOIL AND SLOPE DRESSING IN AREAS TO BE
AND CONCRETE MATERIALS SHALL MEET THE GRADATION REQUIREMENTS OF
AND THEIR SUGGESTED LOCATIONS HAVE BEEN SHOWN IN THE PLANS ALONG
DISTURBED BY CONSTRUCTION AND REUSE AS SLOPE DRESSING.
AGGREGATE BASE COURSE, CLASS 5. AND ALL OTHER REQUIREMENTS IN
WITH PAY ITEMS FOR THEIR USE. THIS DOES NOT RELIEVE THE CONTRACTOR
S3.
DISPOSAL OF EXCESS MATERIAL SHALL BE AT NO ADDITIONAL COMPENSATION.
fig; Q
?
2" 2350 WEARING COURSE MIXTURE LVWE45030B
CHECK WITH THE CITY ENGINEER PRIOR TO DISPOSAL.
SEC. 3138.B GRADATION TO BE APPROVED FOR USE AS BASE MATERIALS.
2357 BITUMINOUS TACK COAT
S4.
TOPSOIL. CONSTRUCTION DEBRIS. TRASH. PEAT. MUCK. ORGANIC MATERIAL. AND
g�YFQ
b=oo
2" 2350 NON WEARING COURSE MIXTURE LVN'W350308
OTHER UNSTABLE MATERIAL AS DETERMINED BY THE ENGINEER. SHALL BE CONSIDERED
zm <N
8" MINIMUM RECLAIMED AGGREGATE BASE
AS UNSUITABLE EMBANKMENT MATERIAL. ALL OTHER SOILS, WETHER OBTAINED LOCALLY
IS AMENDED BY THE SPECIAL PROVISIONS.
OR FROM BORROW SHALL BE CONSIDERED AS SUITABLE EMBANKMENT MATERIAL.
o¢
INSET A
S5.
SELECT GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF SPEC. 3149.2132.
NOTE:
THE IN -PLACE SURFACING. THEN AT A 1(V):20(H) TAPER TO THE BOTTOM
C8.
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MINNESOTA
ANY ADDITIONAL CLASS 5 AGGREGATE BASE S6. COMMON BORROW SHALL MEET THE REQUIREMENTS OF SUITABLE GRADING MATERIAL.
SHALL BE 100% CRUSHED LIMESTONE.
OF THE RECOMMENDED SUBGRADE EXCAVATION.
-------- -- - - - - - - - -
BITUMINOUS DRIVEWAY APRON REPLACEMENT
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EDGE BITUMINOUS
3'
1
4" TO 6" TOPSOIL
STREET SECTION
6" PERFORATED, HEAVY DUTY,
�- POLYETHYLENE PIPE (MnDOT 3278)
COARSE AGGREGATE (MnDOT3149.2H)
2 "MIN. WRAP WITH GEOTEXTILE FABRIC (MnDOT
3733,TYPE1). (ALL TO BE INCLUDED IN
THE UNIT PRICE BID PER LINAL FOOT
OF 6" PERFORATED P.E.PIPE.)
TRENCH DETAIL
TYPICAL 6" DRAINAGE PIPE
K:\ 01459 -33 \Cad \Plan \1459 -33 -No section.dwo. 01
PROJECT NUMBER - 09 -03
SMITHTOWN LANE
TYPICAL SECTION I SHEET 2 OF 5 SHEETS
CONSTRUCTION NOTES
GENERAL NOTES
1. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION
AT NO ADDITIONAL COMPENSATION TO THE CONTRACT.
2. 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.
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COMPACTION ON THE GRADING AND AGGREGATE BASE PORTIONS OF CONSTRUCTION
SHALL BE IN ACCORDANCE WITH THE "SPECIFIED DENSITY METHOD" REQUIREMENTS
C6.
THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND REINSTALLATION
OF ALL MISCELLANEOUS STRUCTURES SUCH AS MAIL BOXES. PRIVATE SIGNS.
�LV
VA L
MnDOT
SPEC. 2211.3C1.
GARBAGE PICKUPS ETC... WITHIN PROJECT LIMITS WITH THE APPROPRIATE
�-
OWNERS. MAILBOX RELOCATION WILL BE PAID FOR ON A UNIT BID PRICE AND
V)
v
C2.
BITUMINOUS AND CONCRETE DISTURBED BY CONSTRUCTION SHALL
WILL INCLUDE ALL ASSOCIATED WORK, MATERIALS. ETC... REQUIRED TO REMOVE
BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE RECYCLED
AND REINSTALL EACH MAILBOX.
TO THE EXTENT ALLOWED IN BASE ITEMS OR. DISPOSED OF OUTSIDE OF
THE RIGHT OF WAY IN ACCORDANCE WITH MnDOT SPEC. 2104.3C. BITUMINOUS
C7.
TEMPORARY EROSION CONTROL - TEMPORARY EROSION CONTROL DEVICES
AND CONCRETE MATERIALS SHALL MEET THE GRADATION REQUIREMENTS OF
AND THEIR SUGGESTED LOCATIONS HAVE BEEN SHOWN IN THE PLANS ALONG
AGGREGATE BASE COURSE, CLASS 5. AND ALL OTHER REQUIREMENTS IN
WITH PAY ITEMS FOR THEIR USE. THIS DOES NOT RELIEVE THE CONTRACTOR
SEC. 3138.A2 (CLASS 7. SALVAGED /RECYCLED AGGREGATE MATERIALS) AND
OF THE RESPONSIBILITIES TO CONDUCT CONSTRUCTION IN A MANNER THAT
SEC. 3138.B GRADATION TO BE APPROVED FOR USE AS BASE MATERIALS.
WILL CONTROL EROSION. RESPONSIBILITY FOR CONTROLLING EROSION IS AS
SET IN MN /DOT SPECIFICATIONS 1717, 1803, 2101.2105, 2573. 2575. AND
C3.
WHERE CONNECTING TO IN PLACE ROADWAYS AT THE TERMINI OF
IS AMENDED BY THE SPECIAL PROVISIONS.
PROPOSED NEW CONSTRUCTION. CUT VERTICALLY TO THE BOTTOM OF
THE IN -PLACE SURFACING. THEN AT A 1(V):20(H) TAPER TO THE BOTTOM
C8.
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MINNESOTA
OF THE RECOMMENDED SUBGRADE EXCAVATION.
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. INCLUDING
FIELD MANUAL DATED JANUARY 2001.
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C4.
THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND
" 8
LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED TO BE
C9.
TOP OF GRADING SUBGRADE IS DEFINED AS THE BOTTOM OF THE CLASS 5
N zd
Y.1
ACCURATE OR ALL - INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR
AGGREGATE BASE.
M2
aU
MAKING THEIR OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF
PRIVATE UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE
C10.
PROVIDE A SAWCUT AT THE TERMINI OF PROPOSED CONSTRUCTION. WHEN
N.n
_
THERETO. THE CONTRACTOR SHALL PROTECT ALL IN PLACE UTILITIES
CONNECTING TO IN -PLACE PAVEMENT IN ORDER TO PROVIDE A UNIFORM JOINT.
AT NO ADDITIONAL COMPENSATION. CALL GOPHER STATE ONE CALL AT
< m
(651) 454 -0002 FOR UTILITY LOCATIONS
C11.
EXCESS RECLAIMED AGGREGATE /BITUMINOUS MATERIAL SHALL BECOME PROPERTY
m
OF THE CONTRACTOR.
x
C5.
USE TACK COAT BETWEEN ALL BITUMINOUS LAYERS AND PRIOR TO
G
PLACING ANY BITUMINOUS MIXTURES ON EXISTING PAVEMENT. THE
UTILITY N O T E S
w
BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM
"
RATE OF 0.05 GAL /SO YD BETWEEN BITUMINOUS
LAYERS AND 0.10 GAL /SO YD ON CONCRETE (INCLUDING DRIVEWAYS AND
{/�
®
V
CURB) AND MILLED BITUMINOUS SURFACES PRIOR TO BEING OVERLAID. THE
U1.
CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO
o
APPLICATION RATES ARE FOR UNDILUTED EMULSIONS (AS SUPPLIED FROM
ADDITIONAL COMPENSATION.
�
2
THE REFINERY) OR MC AND RC LIQUID ASPHALT. ASPHALT EMULSION
I
U2.
ALL MANHOLES IN THE PROJECT AREA SHALL HAVE EXTERIOIR CHIMNEY SEALS
OTHE
MAY BE FURTHER DILUTED IN THE F ELD IN ACC RDANCE WITH SPEC. 2357.
INSTALLED. SEE SECTION 2506 STRUCTURE ADJUSTMENT IN THE PROJECT MANUAL.
PROJECT NUMBER - 09 -03
SMITHTOWN LANE
TYPICAL SECTION I SHEET 2 OF 5 SHEETS
SMITHTOWN LANE
G
0 '
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SALVAGE AND RF-IN STA I_— _ _ - -
- - - - - - - LANDSCAPE STRUCTURES
Lavoutl
LEGEND
. REMOVE AND REPLACE CASTING (SANITARY)
O SALVAGE AND REINSTALL MAILBOX
O SAW CUT BITUMINOUS PAVEMENT (FULL DEPTH)
REMOVE BITUMINOUS DRIVEWAY PAVEMENT
O SALVAGE AND REINSTALL SIGN
O ADJUST GATE VALVE AND BOX
X CLEAR AND GRUB TREE
0 REMOVE SHRUB
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RELOCATE POWER POLE
BY OTHERS
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SMITHTOWN LANE
REMOVAL PLAN SHEET 3 OF 5 SHEETS
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MATCH EXISTING
BITUMINOUS
(SAW CUT)
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INV. PROPOSED RAIN GARDEN
SILT FENCE �
CONSTRUCT HEADWALL I E
SILT FENCE � PROPOSED INV. = 954.39 HGU
0 30 60
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LOW POINT ELEV= 955.9@
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LOW POINT STA =0 +85.18
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SMITHTOWN LANE
CITY PROJECT NUMBER -
09 -03
STREET IMPROVEMENTS
SHEET 4 OF
5 SHEETS
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BOTTOM
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GRADING PLAN
V -50% SAND /50% TOPSOIL MIX
1'- SAND
SCARIFY 6" EXISTING SOIL
RAIN GARDEN TYPICAL SECTION
LEGEND:
- - 961— - EXISTING CONTOURS
—962— PROPOSED CONTOURS
NOTES:
PROPOSED CONTOURS DENOTE TOP
FINISHED GRADE.
1 :4 SLOPE
MATCH EXISTING
SYMBOL NO. PLANTING
RED OSIER /DOGWOOD,
9 CORNUS SERICEA ( #7 CONTAINER)
JOE PYE WEED,
+ 15 EUPATORIUM MACULATUM ( #2 CONTAINER)
O MARSH (SWAMP) MILKWEED,
12 ASCLEPIAS INCARNATA ( #2 CONTAINER)
[7— �. -.� SEED MIX 260 @ 50 LB /AC
L'_'__J W /FERTILIZER AND TYPE 3 MULCH
RAIN GARDEN PLANTING DETAIL
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SMITHTOWN LANE
CITY PROJECT NUMBER - 09 -03 RAIN GARDEN DETAILS SHEET 5 OF 5 SHEETS