1999-07-06_WATERFORD_PLACE_RETAINING_WALLSCALES
INDEX MAP
o tso soo
PLAN
o so 100
PROFILE HORIZ. 0 so 100
VERT.
0 10 20
ROADWAY IMPROVEMENTS
AND APPURTENANT WORK
FOR THE
CITY OF SHOREWOOD
CONSTRUCTION PLAN FOR Boulder Retaining Wall Repair and Appurtenant Work
LOCATED ON Waterford Place
CITY PROJECT NO
®r
��VLL�VJ '6J
?D
Rp
1
NNft
R.
�F
7
PROJECT LOCATION
GOVERNING SPECIFICATIONS
THE 191.8 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 DETAILS
3 PLAN AND PROFILE
4 CROSS SECTIONS
T117N R23W
EXCAVATION NOTICE SYSTEM
A CALL TO GOPHER STATE ONE (454 -0002) IS
REQUIRED A MINIMUM OF 48 HOURS PRIOR TO
PERFORMING ANY EXCAVATION.
Q
3
F gy p.• o
RD RD.
% MINNETONKA
1990 POP. 48,370
100. ASHCROFT TER.
101. ASHCROFT RD.
,WOOD 102. ASHCROFT CIR. T `
R. 103. ASHCROFT PL. 4R
l N�G�CR
D l
�� . aLEENE
ALL APPLICABLE FEDERAL. STATE. AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED
WITH IN THE CONSTRUCTION OF THIS PROJECT.
- 350 Westwood Lake Office
WSB 8441 Wayzata Boulevard
Mi nneapolis, MN 55426
— 612- 5414800
& 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 I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
ENGR
DATE
REG. N0.
CITY OF SHOREWOOD ENGINEER
Prepared for:
W'7f.77
CITY PROJECT NO. 99-06 TITLE SHEET
City of Shorewood
5755 Country Club Road
Shorewood, Minnesota 55331
(612) 474 -3236
SHEET NO. 1 OF —4 SHEETS
PLAN SYMBOLS
STATE LINE
COUNTY LINE
TOWNSHIP OR RANGE LINE
--_
SECTION LINE
OUAR TER LINE
_
SIXTEENTH LINE
RIGHT -0F -MAY LINE
_
SE_
SLOPE EASEMENT
PRESENT RIGHT -OF -MAY
CONTROL OF ACCES LINE
PROPERTY LINES IEXCEPT LAND LINES)
VACATED PLATTED PROPERTY
CORPORATE OR CITY LIMITS
TRUNK HIGH NAY CENTER LINE
RETAINING WA-
a
RAILROAD
RAILROAD RIGHT -OF -NAY
RIVER OR CREEK
AN
DRY RUN
cif_
At"
DRAINAGE DITCH
DRAIN TILE
CULVERT
- - - - - --
DROP INLET
0 -
GUARD RAIL
BARBED WIRE FENCE
—s —s-
s K -
WOVEN WIRE FENCE
a
x CL s-
CHAIN LINK FENCE
RAILROAD SNOW FENCE
STONE WALL OR FENCE
HEDGE
RAILROAD CRCSSING SIGN
RAILROAD CROSSING BELL
,qffi
t27
ELECTRIC WARNING SIGN
8
CROSSING GATE
--
MEANDER CCRNER
0
SPRINGS
Q- n
MARSH
_
TIMBER
ORCHARD
(TINBERI
BRUSH
NURSERY
CATCH BASIN
• CB
FIRE HYDRANT
+ o
CATTLE GUARD
OVERPASS (HIGHWAY OVER)
UNDERPASS (HIGHWAY UNDER)
BRIDGE
BUILDING (ONE STORY FRAME)
F - FRAME C - CONCRETE
S - STONE T - TILE
75
B - BRICK ST- STUCCO
IRON ROD OR PIPE
MONUMENT (STONE. CONCRETE. OR METAL)
O MONO.
WOODEN HUB
GRAVEL PIT
SAND PIT
BORROW PIT
ROCK OUARRY
O
UTILITY SYMBOLS
POWER POLE LINE
4
TELEPHONE OR TELEGRAPH POLE LINE
-
JOINT TELEPHONE AND POWER
ON POWER POLE
ON TELEPHONE POLES
ANCHOR
(—
STREET LIGHT
PEDESTAL (TELEPHONE CABLE TERMINAL)
MPED.
GAS MAIN
— G
WATER MAIN
-' - -�
CONDUIT
TELEPHONE CABLE CABLE IN CONDUIT
- 'e== T—
ELECTRIC CABLE IN CONDUIT
we==
TELEPHONE MANHOLE
ELECTRIC MANHOLE
BURIED TELEPHONE CABLE
— T-BUR—
BURIED ELECTRIC CABLE
—P-BUR—
AERIAL TELEPHONE CABLE
T -AE t
SEWER (SANITARY OR STORM)
-> >
T
SEVER MANHOLE
->
SCALES
INDEX MAP
o tso soo
PLAN
o so 100
PROFILE HORIZ. 0 so 100
VERT.
0 10 20
ROADWAY IMPROVEMENTS
AND APPURTENANT WORK
FOR THE
CITY OF SHOREWOOD
CONSTRUCTION PLAN FOR Boulder Retaining Wall Repair and Appurtenant Work
LOCATED ON Waterford Place
CITY PROJECT NO
®r
��VLL�VJ '6J
?D
Rp
1
NNft
R.
�F
7
PROJECT LOCATION
GOVERNING SPECIFICATIONS
THE 191.8 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 DETAILS
3 PLAN AND PROFILE
4 CROSS SECTIONS
T117N R23W
EXCAVATION NOTICE SYSTEM
A CALL TO GOPHER STATE ONE (454 -0002) IS
REQUIRED A MINIMUM OF 48 HOURS PRIOR TO
PERFORMING ANY EXCAVATION.
Q
3
F gy p.• o
RD RD.
% MINNETONKA
1990 POP. 48,370
100. ASHCROFT TER.
101. ASHCROFT RD.
,WOOD 102. ASHCROFT CIR. T `
R. 103. ASHCROFT PL. 4R
l N�G�CR
D l
�� . aLEENE
ALL APPLICABLE FEDERAL. STATE. AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED
WITH IN THE CONSTRUCTION OF THIS PROJECT.
- 350 Westwood Lake Office
WSB 8441 Wayzata Boulevard
Mi nneapolis, MN 55426
— 612- 5414800
& 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 I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
ENGR
DATE
REG. N0.
CITY OF SHOREWOOD ENGINEER
Prepared for:
W'7f.77
CITY PROJECT NO. 99-06 TITLE SHEET
City of Shorewood
5755 Country Club Road
Shorewood, Minnesota 55331
(612) 474 -3236
SHEET NO. 1 OF —4 SHEETS
y
EXCAVA
LIMITS
4
1
TYPE IV GEOTEXTILE FABRIC -
(MN /DOT SPEC. 3733)
SECURELY FASTEN TO SLOPE.
6" TOPSOIL & SOD
6" COMPACTED
CLAY SEAL
STONE BACKFILL
1' -0" I 0.4H MIN. WIDTH
MIN. BOULDER STONE
SECTION
NO SCALE
WALL
GENERAL NOTES:
T
ITEM
1. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILARIZED
STONES FOR BACKFILL:
QUANTITY
WITH EXISTING STRUCTURES, TOPOGRAPHY, SURFACE DRAINAGE
WALL
I SQ.
AND UTILITIES.
STONES FOR BACKFILL SHALL BE THE KIND AND QUALITY AS
REQUIRED FOR THE STONE FOR THE BOULDER WALL AND SHALL
2. CONTACT GOPHER STATE ONE CALL AT 651 - 454 -0002
FOR PRECISE ON SITE LOCATION OF UTILITIES PRIOR TO
BE WELL GRADED AND RANGE IN SIZE FROM 3" MINIMUM TO 8" MAX.
ANY EXCAVATION.
GEOTEXTILE FABRIC:
3. CONTRACTOR TO VERIFY PROPERTY LINE DIMENSIONS AND
GEOTEXTILE FABRIC SHALL CONFORM TO MN /DOT SPEC. 3733.
LOCATION WITH THE CITY OF SHOREWOOD.
—BOULDER WALL
WHEREVER GEOTEXTILE FABRIC IS PLACED, THE FOUNDATION
STONE
4. ALL INFORMATION SHOWN IS APPROXIMATE, CONTRACTOR
SURFACE SHALL BE RELATIVELY SMOOTH AND FREE OF STONES,
SHALL VERIFY LOCATIONS AND ELEVATIONS.
STICKS AND OTHER DEBRIS OR IRREGULARITIES THAT MIGHT
STONES FOR BOULDER WALL:
PUNCTURE THE FABRIC. PLACEMENT OF BACKFILL AND OTHER
1
THE STONE SHALL BE DURABLE FIELD STONE OF
CONSTRUCTION OPERATIONS SHALL NOT TEAR, PUNCTURE OR
APPROVED QUALITY, SOUND, HARD AND FREE OF SEAMS,
SHIFT THE FABRIC.
CRACKS AND OTHER STRUCTURAL DEFECTS. TO DETERMINE
WHERE MULTIPLE FABRIC WIDTHS OR LENGTHS ARE REQUIRED,
10 TO 12
SUITABLE QUALITY OF ANY STONE, THE ENGINEER MAY
THEY SHALL BE PLACED WITH THE LONGEST DIMENSION PARALLEL
CONSIDER THE RESULTS OF LABORATORY TESTS, THE
TO THE DIRECTION OF WATER FLOW. IF NOT SEAMED, SPLICES AND
BEHAVIOR OF THE STONE UNDER NATURAL EXPOSURE
JOINTS SHALL BE OVERLAPPED A MINIMUM OF 18 ". THE JOINT LAPS
CONDITIONS, THE BEHAVIOIR OF THE STONE FROM THE SAME
SHALL BE SHINGLED (BOTH IN THE FLOW DIRECTION AND FROM
=
OR SIMILAR GEOLOGICAL FORMATIONS OR DEPOSITS OR SUCH
TOP OF SLOPE TO BOTTOM) SO AS TO DIRECT WATER FLOW OVER
EXISTING
GROUNDLINE
OTHER TESTS OR CRITERIA AS MAY BE DEEMED APPROPRIATE.
THE JOINT WITHOUT UNDERMINING. IN LIEU OF JOINT OVERLAPPING,
STONES SHALL BE GENERALLY CUBIFORM IN SHAPE. THE RATIO
MULTIPLE FABRIC PIECES MAY BE MECHANICALLY SEAMED (SEWED,
OF HEIGHT TO LENGTH OR WIDTH OF STONE SHALL BE
GLUED, WELDED, ETC.) WITH SEAMS TO MEET APPROPRIATE SECTIONS
PREFERABLY BETWEEN 0.5 TO 0.75. MINIMUM STONE DIMENSION
OF 3733. UPGRADE EDGES OF THE FABRIC AREA SHALL BE BURIED
W
SHALL BE 2'x2'x1'. SLABBY OR ELONGATE STONE PIECES HAVING
SUFFICIENTLY TO DIRECT WATER FLOW OVER THE FABRIC WITHOUT
o
w
HEIGHT LESS THAN ONE THIRD THE LENGTH OR WIDTH SHALL
UNDERMINING. IF NOT SEAMED, WASHERED STEEL PINS, EDGE STAKES,
m
NOT EXCEED 10 PERCENT OF THE TOTAL. STONE SHALL BE
STONES, ETC. SHALL BE PLACED AT LOCATIONS AND IN QUANTITIES
w
FREE OF CONTAMINATION BY SOIL OR OTHER DEBRIS PRIOR TO
AS APPROVED BY THE ENGINEER, TO PREVENT MOVEMENT OF THE
_z
)r/
INCORPORATION INTO THE WORK.
GEOTEXTILE FILTER DURING PLACEMENT OF THE STONE BACKFILL.
STONE SHALL BE PLACED TO PROVIDE NESTING THAT MINIMIZE
DUMPING OF STONE AT THE TOP OF THE SLOPE AND ROLLING OF STONE
THE OPENINGS BETWEEN ADJACENT STONES (SIDES, TOP & BOTTOM). DOWN THE SLOPE WILL NOT BE PERMITTED. CONSTRUCTION EQUIPMENT
EXISTING STONES THAT CONFORM TO THE ABOVE MAY BE
SHALL NOT OPERATE DIRECTLY ON TOP OF THE GEOTEXTILE.
SALVAGED AND REINSTALLED.
WALL
QUANTITIES
T
ITEM
I UNIT
QUANTITY
REPAIR BOULDER
WALL
I SQ.
FT.
2000 2
1Q 6" THICK COMPACTED CLAY SEAL, STONE BACKFILL, TYPE IV
GEOTEXTILE FABRIC, STONES FOR BOULDER WALL, REMOVAL,
SALVAGE, REINSTALLATION, EXCAVATION AND BACKFILL ARE
ALL INCLUDED IN PRICE BID FOR "REPAIR BOULDER WALL ".
SEE PROJECT MANUAL FOR DETAILS.
2O INCLUDES 800 SQ. FT. OF UPPER BOULDER WALL.
AND 1200 SO. FT. LOWER BOULDER WALL.
GOPHER STATE
ONE CALL
ALL CONTRACTORS
MUST CONTACT
GOPHER STATE
ONE CALL
TWIN CITY AREA 651- 454 -0002
CITY PROJECT NO. 99-06 MN. TOLL FREE 1 -800- 252 -1166
t 1M 1. 011 " ""'° WATERFORD PLACE
f•Ot a FILE:BOULDWALL W IC NESM- INC• o BOULDER WALL REPAIR
eet No. 2of 4 Sh
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