1999-07-12_SENIOR_CENTER_DRAINAGEI
PLAN SYMBOLS
UTILITY SYMBOLS
STATE LINE
---• —
POWER POLE LINE
COUNTY LINE
----
TOWNSHIP OR RANGE LINE
— —
-�—�
SECTION LINE
- — -
QUARTER LINE
- — -
SIKTEENTH LINE
- - - -
ON POWER POLE
RIGHT -OF -WAY LINE
— - —
SLOPE EASEMENT
SE
PRESENT RICHT -OF -WAY
- - - - -
CONTROL OF ACCES LINE
—•—
PROPERTY LINES (EXCEPT LAND LINES)
STREET LIGHT
VACATED PLATTED PROPERTY
- - - - --
CORPORATE OR CITY LIMITS
U111L\111L1�A
® PED.
TRUNK H ICHWAY CENTER L I NE
-- o--i�
RETAINING WALL
— G
—
RAILROAD
WATER MAIN
RAILROAD RIGHT -OF -WAY
- - - -
RIVER OR CREEK
CONDUIT
DRY RUN
-
DRAINAGE DITCH
512E -
=
DRA(N TILE
-- > ----------
ELECTRIC CABLE IN CONDUIT
CULVERT
OROP INLET
0=____=
m
GUARD RAIL
BARBED WIRE FENCE
_x
WOVEN WIRE FENCE
=K w %-
BURIED TELEPHONE CABLE
CHAIN LINK FENCE
R 1 a'K
RAILROAD SNOW FENCE
- -
- P -8UR
STONE WALL OR FENCE
HEDGE
T -AE -�
RAILROAD CROSSING SIGN
SEWER (SANITARY OR STORM)
->
RAILROAD CROSSING BELL
,,itqq
(y7
ELECTRIC WARNING SIGN
6
-�
CROSSING GATE
•
MEANDER CORNER
SPRINGS
4!'
Q- -1]
MARSH
6
TIMBER
+
ORCHARD
250
500
BRUSH
(i[NBERI
PLAN
NURSERY
CATCH BASIN
• CB
50
FIRE HYDRANT
t
CATTLE GUARD
`
-"'-
-
OVERPASS (HIGHWAY OVER)
PROFILE HORIZ.
UNDERPASS (HIGHWAY UNDER)
BRIDGE
0
50
BUILDING (ONE STORY FRAME)
F - FRAME C - CONCRETE
S - STONE T - TILE
75
B - BRICK ST- STUCCO
O
IRON ROD OR PIPE
20
MONUMENT (STONE. CONCRETE. OR METAL)
O MONU.
WOODEN HUB
■
O
GRAVEL PIT
SAND PIT
0
BORROW PIT
ROCK QUARRY
I
SENIOR CENTER DRAINAGE / NOBLE ROAD RECONSTRUCTION
/ EDGEWOOD ROAD WATERMAIN EXTENSION
AND APPURTENANT WORK
FOR THE
CITY OF SHOREWOOD
CONSTRUCTION PLAN FOR Storm Drainage, Grading, Pavement, Watermain and Appurtenant Work
LOCATED IN City of Shorewood
� vo
.AND VIP.
MAPLE RIDGE
Lake Minnetonka
Upper LaA•
THE INFomwrION SHOMN ON THESE DRAWINGS CONCERNING TYPE AND
L DCA TION 6F PRIVATE UTILITIES IS NOT GUARANTEED TO BE
ACCURA T£ OR ALL-INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR
MAKING HIS DW DETERMINATIONS AS TO THE TYPE AND LDCATIDN OF
PRIVATE UTILITIES AS AV RE NECESSARY TO AVOID DAMAGE
THERETO.
s
�
o
GOVERNING SPECIFICATIONS
THE 1988 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
'STANDARD SPECIFICATIONS FOR CONSTRUCTION." AS AMENDED BY THE
MAY 2. 1994 SUPPLEMENTAL SPECIFICATION SHALL GOVERN.
ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MN MUTCO
INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS.
DATED JANUARY. 1998. ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE
SHEETING.
INDEX
SHEET NO DESCRIPTION
1 TITLE SHEET
2 CONSTRUCTION NOTES / DETAILS
3 DETAILS
5 TYPICAL SECTIONS
SENIOR CENTER DRAINAGE IMPROVEMENTS
6 CONSTRUCTION PLAN /STORM SEWER
7 BITUMINOUS OVERLAY /STRIPING PLAN
8 SIDEWALK DETAILS
NOBLE ROAD RECONSTRUCTION
9 MISCELLANEOUS REMOVAL PLAN
10 STREET CONSTRUCTION / STORM SEWER
11 -12 CROSS SECTIONS
EDGEWOOD ROAD WATERMAIN EXTENSION
13 WATERMAIN EXTENSION PLAN
THIS PLAN CONTAINS 13 SHEETS
ALL APPLICABLE FEDERAL. STATE. AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED
WITH IN THE CONSTRUCTION OF THIS PROJECT.
e 0 Westwood Lake Office
35
ii
�A 8441 Wayzata Boulevard
Mi nneapolis, MN 55426
612 -541 -4800
& Associates. Inc. FAX 541 -1700
INFRASTRUCTURE - ENGINEERS - PLANNERS
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT 1 AM 0 LY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF IN A.
ENGR.
DONALD W. S ERNA. P. .
DATE 1/12/99 REG. N0. 19103
CITY OF SHOREWOOD ENGINEER
r
i
Prepared for:
CITY OF
SHOREWOOD
City of Shorewood
5755 Country Club Road
Shorewood, Minnesota 55331
(612) 474 -3236
CITY PROJECT NO.s 95-20/99-01/99-07 SHEET NO. 1 OF 13 SHEETS
21
Crescent ! e City
eeocn Wa DFKmT \ 1 H C all {� /j A` r
ATFORO PL.
L:
T
RIN T0.
:I
ASMTON
L
9r ST,
4.
Gideon
AVE.
r
�N �^ Duck
` Island
35. ELM ST. EXCELSIOR(
16 MINNETONKA BLVD.
Bay JT. AREY LA. 1990 POP. 2.36.
ADE
78. LN 5T.
39. ELM PL. Jl 11
Frog 40. LAFAYETTE ST.
Island
�U n .���, ' ��c•''� ` Bay
X
SENIOR CENTER DRAINAGE IMPROVEMENTS
A
=� L
UTILITY SYMBOLS
•
POWER POLE LINE
+
TELEPHONE OR TELEGRAPH POLE LINE
-�—�
JOINT TELEPHONE AND POWER
ON POWER POLE
ON TELEPHONE POLES
ANCHOR
(-
STREET LIGHT
O
PEDESTAL (TELEPHONE CABLE TERMINAL)
® PED.
GAS MAIN
— G
—
WATER MAIN
�-
CONDUIT
TELEPHONE CABLE IN CONDUIT
zipfi
=
ELECTRIC CABLE IN CONDUIT
= P=
TELEPHONE MANHOLE
m
ELECTRIC MANHOLE
BURIED TELEPHONE CABLE
- T -BUR-
BURIED ELECTRIC CABLE
- P -8UR
-
AERIAL TELEPHONE CABLE
T -AE -�
SEWER (SANITARY OR STORM)
->
>
SEWER MANHOLE
->—o
-�
SCALES
INDEX MAP
+
0
250
500
PLAN
c
0
50
100
PROFILE HORIZ.
v,
0
50
100.
VERT.
O
t0
20
V
O
O
h
SENIOR CENTER DRAINAGE / NOBLE ROAD RECONSTRUCTION
/ EDGEWOOD ROAD WATERMAIN EXTENSION
AND APPURTENANT WORK
FOR THE
CITY OF SHOREWOOD
CONSTRUCTION PLAN FOR Storm Drainage, Grading, Pavement, Watermain and Appurtenant Work
LOCATED IN City of Shorewood
� vo
.AND VIP.
MAPLE RIDGE
Lake Minnetonka
Upper LaA•
THE INFomwrION SHOMN ON THESE DRAWINGS CONCERNING TYPE AND
L DCA TION 6F PRIVATE UTILITIES IS NOT GUARANTEED TO BE
ACCURA T£ OR ALL-INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR
MAKING HIS DW DETERMINATIONS AS TO THE TYPE AND LDCATIDN OF
PRIVATE UTILITIES AS AV RE NECESSARY TO AVOID DAMAGE
THERETO.
s
�
o
GOVERNING SPECIFICATIONS
THE 1988 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
'STANDARD SPECIFICATIONS FOR CONSTRUCTION." AS AMENDED BY THE
MAY 2. 1994 SUPPLEMENTAL SPECIFICATION SHALL GOVERN.
ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MN MUTCO
INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS.
DATED JANUARY. 1998. ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE
SHEETING.
INDEX
SHEET NO DESCRIPTION
1 TITLE SHEET
2 CONSTRUCTION NOTES / DETAILS
3 DETAILS
5 TYPICAL SECTIONS
SENIOR CENTER DRAINAGE IMPROVEMENTS
6 CONSTRUCTION PLAN /STORM SEWER
7 BITUMINOUS OVERLAY /STRIPING PLAN
8 SIDEWALK DETAILS
NOBLE ROAD RECONSTRUCTION
9 MISCELLANEOUS REMOVAL PLAN
10 STREET CONSTRUCTION / STORM SEWER
11 -12 CROSS SECTIONS
EDGEWOOD ROAD WATERMAIN EXTENSION
13 WATERMAIN EXTENSION PLAN
THIS PLAN CONTAINS 13 SHEETS
ALL APPLICABLE FEDERAL. STATE. AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED
WITH IN THE CONSTRUCTION OF THIS PROJECT.
e 0 Westwood Lake Office
35
ii
�A 8441 Wayzata Boulevard
Mi nneapolis, MN 55426
612 -541 -4800
& Associates. Inc. FAX 541 -1700
INFRASTRUCTURE - ENGINEERS - PLANNERS
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT 1 AM 0 LY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF IN A.
ENGR.
DONALD W. S ERNA. P. .
DATE 1/12/99 REG. N0. 19103
CITY OF SHOREWOOD ENGINEER
r
i
Prepared for:
CITY OF
SHOREWOOD
City of Shorewood
5755 Country Club Road
Shorewood, Minnesota 55331
(612) 474 -3236
CITY PROJECT NO.s 95-20/99-01/99-07 SHEET NO. 1 OF 13 SHEETS
21
Crescent ! e City
eeocn Wa DFKmT \ 1 H C all {� /j A` r
ATFORO PL.
L:
T
RIN T0.
:I
ASMTON
L
9r ST,
4.
Gideon
AVE.
r
�N �^ Duck
` Island
35. ELM ST. EXCELSIOR(
16 MINNETONKA BLVD.
Bay JT. AREY LA. 1990 POP. 2.36.
ADE
78. LN 5T.
39. ELM PL. Jl 11
Frog 40. LAFAYETTE ST.
Island
�U n .���, ' ��c•''� ` Bay
X
SENIOR CENTER DRAINAGE IMPROVEMENTS
A
=� L
4 "X 4" (NOMINAL) E
3 CEDAR (I �FENCE.
MATER TOLBE A APPROVED L OY T THE
ENCCCGGG[NEER
VARIES 8' MAX. W
a:
CEDA 6
CEDAR POST
3' 0"
—Y �M
TOP OF WALL S
OR SLOPE
•
C7
RA
BLOCK RETAINING WALL
BATTER BETWEEN
1:4 AND 1:6
�o
0 0
:f
20 =O
=o -
<o
�.
3.
3 ON
�n NN
<N 0 J
.W X0
�R >
E
WALL FOUNDATION
(SEE NOTES)
6"
THREE RAIL FENCE DETAIL aa
NO SCALE o }
�g�h
rm�
1
— r
1
STRUCTURE EXCAVATION
r LIMITS (SEE NOTES)
1
r
r "2 :1
r
�- ,SELECT BACKFILL (SEE NOTES)
[INCIDENTAL)
FABRIC REINFORCEMENT PER MANIlFACTIR ER'S
SPECS. [INCIDENTAL) SPACING VARIES It'
TO 17" TYPICAL SPACING HALF T14E
1. DISTANCE BETWEEN UPPER AND LOWER FABRIC
8"
IV OSEjNNTOTLiI(INCIOENTAL
m it
.p m W
Ss� 2
IQf o� Z
� W
TYPICAL BLOCK RETAINING WALL DETAIL
NO SCALE
RETAINING WALL NOTES:
1. FOR WALLS LESS THAN 1.9' IN HEIGHT.
NO GEOGRID IS NECESSARY.
2. 4" PERF. DRAIN PIPE. Mn /DOT 3278
W /TYPE I GEOTEXTILE. Mn /DOT 3888.
THE ENGINEER SHALL HAVE ADDITIONAL
DRAINS PLACED TO INTERCEPT ANY
WATER - BEARING SOIL STRATA DISCOVERED
DURING CONSTRUCTION (INCIDENTAL).
3. WALL FOUNDATION SHALL CONSIST OF
COMPACTED AGGREGATE BASE 6" DEEP
BY 18' WIDE (INCIDENTAL).
4. SELECT BACKFILL TO MEET Mn /DOT
3149.28 MODIFIED TO 10% OR LESS
PASSING THE 75 MICROMETER SIEVE.
100% MUST PASS THE 4.75mn SIEVE.
(INCIDENTAL)
S. REINFORCEMENT LENGTH VARIES AND IS
EQUAL TO THE TOTAL HEIGHT OF THE
WALL. REINFORCEMENT FABRIC SHALL BE
MORTARED TO BOND THE FABRIC TO THE
STONE. THE MORTAR SHALL BE COMPATIBLE
WITH THE STONES USED.
CONSTRUCTION NOTES
BITUMINOUS AND CONCRETE ITEMS REMOVED BY CONSTRUCTION SHALL
BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED AND
OF OFF THE PROJECT LIMITS IN ACCORDANCE WITH SPEC. 2104.3C3.
2. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND
LOCATION OF PRIVATE UTILITIES 1S NOT GUARANTEED TO BE
ACCURATE OR ALL - INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR
MAKING HIS OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF
PRIVATE UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE
THERETO.
3. USE TACK COAT BETWEEN ALL BUTUMINOUS LAYERS AND PRIOR TO
PLACING ANY BITUMINOUS MIXTURES ON EXISTING PAVEMENT. THE
BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM
RATE OF 0.03 TO 0.05 GAL /SO YD BETWEEN BITUMINOUS
LAYERS AND 0.07 TO 0.10 GAL /SO YD ON CONCRETE OR
MILLED BITUMINOUS SURFACES PRIOR TO BEING OVERLAID. THE APPLICATION
RATES ARE FOR UNDILUTED EMULSIONS (AS SUPPLIED FROM THE REFINERY)
OR MC AND RC LIQUID ASPHALTS. THE ASPHALT EMULSION MAY BE FURTHER
DILUTED IN THE FIELD IN ACCORDANCE WITH SPEC. 2357.
4. 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. THIS WORK SHALL BE INCIDENTAL TO THE ITEM WHICH REQUIRES
THE REMOVAL AND / OR PICKUPS
S. TOP OF THE GRADING GRADE IS DEFINED AS THE BOTTOM OF THE CLASS 5
AGGREGATE BASE.
CITY PROJECT NO.s
95-20 / 99-01 / 99 -07
I
� ate•
y
v � O
� N
• L 01 c-
A
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L O 0
Z .�
O �O.
C a "" U
V
8EN §8 m
0'
SIX .�
xoz xx
W
C
. U
CONSTRUCTION NOTES / DETAILS I SHEET 2 OF 13 SHEETS
C.
CASTING
MIN OF 2 MAX OF 5 CONCRETE
ADJUSTMENT RINGS WITH FULL
BED OF MORTAR BETWEEN EACH
AND A 4" COLLAR ON THE OUTSIDE
WRAPE ADJUSTING RINGS. EDGE
OF CASTING FRAME.
z
0
o u
o n
c ¢
v Z
N 0
a ic r
z
o
x a
U �
W Y
x U
> Cr
a m
CL
fr CASTING
z
s
DIAMETER REQUIRED. —4" COLLAR ON THE OUTSIDE
WRAPE ADJUSTING RINGS.EDGE
i OZ REFER TO PLANS FOR STEP REQUIREMENTS. OF CASTING FRAME
(INCIDENTAL)
I Q3 MINIMUM STEEL REINFORCEMENT
I
4O EQUIVALENT STEEL AREA IN WIRE MESH
MAY BE USED
SO GENERAL DIMENSIONS FOR CONCRETE APPLY
TO BRICK AND CONCRETE MASONRY UNIT
Cl STRUCTURE CONSTRUCTION ALSO. EXCEPT AS NOTED.
8" POURED CONCRETE BASE. FOR ALTERNATE PRECAST CONCRETE ® 12" MINIMUM FOR PRECAST. 3 BRICKS OR
BASE. SEE STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION
RAISED AREA TO FIT REQUIRED DIAMETER. D REINFORCEMENT AS PER SPEC 3301, GRADE 60.
VIEW OF INSTALLATION "" �..
MANHOLE MANHOL ,
OR PLASTERED IR
CATCH ' -. EXTERIOR CATCH
BASIN r BASIN
- O[A
uiA
SEWER BRICK (SPEC 3616) BLOCK
MASONRY CONSTRUCTION
BACK OF CURB —
MINIMUM OF 2
ADJUSTMENT RINGS
4" COLLAR ON THE OUTSIDE J '
WRAPE ADJUSTING RINGS.EDGE
OF CASTING FRAME
(INCIDENTAL)
5 "
20" DIAMETER PRE-
CAST OPENING
CASTING ASSEMB"
R -3471 (NEENAH
RF
6 TOP SLAB
DRAINAGE STRUCTURE DESIGN 4020
NO SCALE
/ ADJUSTMENT SLOT
3/4" URT391SE9=1 /
• �u l
4 3/4" /
STAINLESS STEEL STUDS
GRATED COVER FERNCO ADAPTER
(INCIDENTAL)
SECTIONS APPROX.
7LONG - - - e e ° s :e CRETEX INTERNAL CHIMNEY SEAL OR EQUAL
TO BE FURNISHED AND INSTALLED ON ALL
SANITARY SEWER MANHOLES. PAID FOR AT
: ° . ° . A UNIT PRICE BID PER EACH INPLACE. MAY
REQUIRE 2 SEALS PER MANHOLE.
4" PVC
NOTE:
1. NEENAH CASTING R- 4995 -A2 OR APPROVED EQUIVALENT.
< < NOTE:
CASTING AS SEMBLY TYPE SPECIAL FURNISH d INSTALL NEW NEENAH R1744
n CASTING WITH CONCEALED PICKHOLE ON NO SCALE SANITARY SEWER MANHOLES WITH
INTERNAL MANHOLE CHIMNEY SEALS.
N
0
O
i
8 INTERNAL
N
MANHOLE CHIMNEY SEALS
/ NO SCALE
REFER TO PLANS FOR CASTING REQUIRED. USE PRECAST CONCRETE
ADJUSTING RINGS WHERE NECESSARY, SEE STANDARD PLATE 4010.
CASTING AND PRECAST CONCRETE ADJUSTING RINGS (WHEN USED)
SHALL BE SET IN FULL MOTAR BEDS.
ADJUSTING RINGS
2 - 2" RINGS MIN
4 - 2" RINGS MAX
ROADWAY SURFACE
SEE STANDARD PLATE 4020
FOR COVER REQUIREMENTS
WALL CONSTRUCTION SHALL BE CLASS It
PRECAST PIPE. EXCEPT 48" DIA MAY BE
ASTM C 478 CONCRETE PIPE. SEE STANDARD
8" CAST -IN -PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP
CONCRETE OR BOTTOM OF THIS SECTION) CAST -IN -PLACE
7' TO 10' CONCRETE OR MASONRY CONSTRUCTION
(BRICK OR BLOCK) ALLOWED ONLY IF APPROVED
BY ENGINEER
1O REFER TO STANDARD PLANS FOR HEIGHT AND
ORNING
a
12'" CENTER Of STRUCTURE
I I I
N O
REINFORCING TO CONSIST OF
44 BARS AT 8" D.C.
O BOTH WAYS
METAL PLATE TO BE INSTALLED
ON ALL INACTIVE SYSTEMS.
— 24" PLATE TO BE REMOVED.
WHEN OUTLET IS CONNECTED.
—31 USE A DOUBLE LINE OF RAM -NECK
GASKET BELOW THE PLATE.
PLATE SHALL NOT EXTEND BEYOND
STRUCTURE.
DESIGN SPECIAL I
NO SCALE
P
6 4'
112" CENTER OF STRUCTURE
NOTE:
REINFRCING810000NSIST OF C
BOTH WAYS
x
i
SECTION A -A
DESIG S P E CIAL 2
NO SCALE
CITY PROJECT NO. 99 -01 DETAILS
-1 /2 "
-1/2"
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SHEET 4 OF 13 SHEETS
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3' DIA STEEL POST SET POSTS A ND " 6
EXCAVATE A 6 x 6'
OR 2 "x 2' WOOD POST z TRENCH UPSLOPE
4' MAX SPACING ALONG THE LINE
OF POSTS
TRENCH n
6 "x 6 ":�
I: z=
I�I GI low illl
O
FILTER FABRIC ATTACH THE FILTER
I FABRIC TO THE WIRE
I FENCING AND THE
I TRENCH BACKFILL THE
LAY FRABR[C I TRENCH
IN TRENCH �I
_ I
Ilir 1I 1 I� IIC
O
WIRE �� STAPLE OR WIRE THE
FENCING I n WIRE MESH FENCING
II TO EACH POST
COMPACTED
BACKFILL
fl BACKFILL THE TRENCH
AND COMPACT THE
EXCAVATED SOIL
A
BOTTOM OF
1_ DRAINAGE WAY
I 1
i z I
1 ° I
1 � I
I I
MAINTENANCE:
1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY
DURING PROLONGED RAINFALL. AND ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED
USEABLE LIFE AND THE BARRIER MAY STILL BE NECESSARY. THE FABRIC SHALL BE REPLACE PROMPTLY.
3• SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN
DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER.
4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER
REQUIRED, SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE. PREPARED AND SEEDED.
PLACEMENT AND CONSTRUCTION OF A SEDIMENT FILTER BARRIER
12"
SOD W/ MIN. 4" TOPSOIL
( TYP. 1
3" 2340, TYPE 41 WEARING COURSE
6" CLASS 5 AGGREGATE BASE (100% CRUSHED ROCK
28" r 16"
12" r�
68" r
.Z' �� �� Th.`s'••:'"
17 ' 10 '
28"
MODIFIED
CURB & GUTTER
NOBLE ROAD
12' 12'
/ — T O P OF BITUMINOUS
BASE
\� L- 4" TOPSOIL d SOD VAR
8612 CURB d GUTTER !ES SURTMOUNTABLE "S" SURTMOUNTABLE "S"
CURB d CUTTER CURB d GUTTER
- - -
6" PVC (PERF) SEE DETAIL
GEOTEXTILE FABRIC TYPE V
(OVERLAP MIN. 24 )
TOP OF SUBGRADE _ _ — _ _ _ — — — — _ — — — — — —
1 1 '2" TYPE 41 BITUMINOUS WEAR COURSE (PROPOSED)
2' TYPE 41 BITUMINOUS WEAR COURSE
#2357 81TUMINOUS TACK COAT (PROPOSED) 6
2'12" TYPE 31 BITUMINOUS BASE COURSE (EXISTING) 2357 BITUMINOUS TACK COAT
6" - CLASS 5 AGGREGATE BASE
(100% CRUSHED) 2' TYPE 31 BITUMINOUS BASE COURSE
12" SELECT GRANULAR BORROW (EXISTING)
6' CLASS 5 AGGREGATE BASE (100% CRUSHED ROCK)
GEOTEXTILE FABRIC (EXISTING)
24' SELECT GRANULAR MATERIAL
SENIOR CENTER GEOTEXTILE FABRIC (TYPE V)
_> PARKING LOT TYPICAL SECTION
n NO SCALE
TYPICAL SECTION
3
CITY PROJECT NO.s
95-20 / 99-01 / 99 -07 TYPICAL SECTIONS
27
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SHEET 5 OF 13 SHEETS
BITUMINOUS DRIVEWAY REPLACEMENT
NECESSARY EXCAVATION. 3" BITUMINOUS
& 6' CLASS 5 INPLACE ALL TO BE INCLUDED
IN UNIT PRICE BID PER SQUARE YARD OF
IRREGULAR WIDTH PAVING
A
ELEVATION
POINTS A" SHOULD BE
•
I2 ,Il1L VV WOUZ
,v \1071.25 \eod\ M74 -
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350 Westwood U*o Office
84411 0oW.,d
�I/SB Minneapolis, MN 55425
es s4, 4eoo
kAmciaks, Inc. FAX 541.1700
INFRASTRUCTURE - ENGINEERS - PLANNERS
Senior Center - Drainage Improvements
City Project No. 95 -20
INEIIEBY CC."' THAT tNn PENH, SPCCFMATIDN. OR RCPDRt
WAS PREPARED BY OR EMDER NY DREC1 SWPCRY ION AND
THAT I A C1AY ST EO PflOFf$$gNN f CR INDCfl
HE TANS OFT ,STAY Oi NNCSDTA c
SCALE. AS x01[0
nAN ne
afv lslax RO.
DA TC
[APEANATIW
DfsHCR
MECAfD .11
, O u x0.
10 79.25
Shorewood, Minnes
DONALD N. STERNA. P.E.
DATE. 1172199 HHEC. w. 1910
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Shorewood, Minnesota
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SAMPSON'S UPPER LAKE PARK
(9) (81 (71 (61' (5) •. (4)
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2 TYPE 4 BITUMINOUS WEARING COURSE
2357 BITUMINOUS TACK COAT 27010 26990 26960
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STA 81+75 13' RT
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BEGIN WATERMAIN CONSTRUCTION
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BENCH MARK ELEV 931.14
TOP CIM AT THE NE CORNER
SECTION 31 T 117. R 23
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END WATERMAIN CONSTRUCTION .... ... .....
27015 26985 SALVAGE & TRANSPLANT FLOWERS & SHRUBS
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BENCH MARK ELEV 931.14
TOP CIM AT THE NE CORNER
SECTION 31 T 117. R 23
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