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CONSTRUCTION DETAIL
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LOCATION MAP
INDEX
SHT.
DESCRIPTION
1
COVER SHEET
2
SITE DEVELOPMENT
3
SITE PLAN
4
EROSION CONTROL PLAN
5
LANDSCAPE PLAN
6
CONSTRUCTION DETAIL
REVISIONS
SHT.
DESCRIPTION
ALL
REVISED PER TAC COMMENTS 12/1/03 BMK
1A1RT STRFFT
\'_ A
THE LAKES T HAYDEN RUN
SOILS MAP
CrA CROSBY SILT LOAM
Br BROOKSTON
MmB2 MIAMI SILT LOAM
SCALE: 1 " = 200'
Developed by.
DREES HOMES
2629 WATERFRONT PARKWAY EAST DRIVE, SUITE 301
INDIANAPOLIS, INDIANA 46214
PHONE: (317)-347-7300
FAX: (317)-347-7505
CONTACT: DAWN BARNETT
PLANS PREPARED BY:
STOEPPELWERTH & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
9940 ALLISONVILLE ROAD
FISHERS, INDIANA 46038
PHONE: (317)-849--5935
FAX: (317)-849-5942
PLANS CERTIFIED BY:
9/12/03
DAVID J. STOEPPELWERTH DATE
PROFESSIONAL ENGINEER %1111 11111,,
NO. 19358 �,.��`�� STOEPpS, ,,���
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No. sIM
19358
y •o STATE OF
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NOTE:
ALL OFF—SITE DRAIN TILES SHALL BE TIED INTO THE
PROPOSED STORM SYSTEM OF THIS SECTION (WHERE APPLICABLE)
NOTE: DECORATIVE SIGNS. SPRINKLER SYSTEMS, TREES,
LANDSCAPING MOUNDS, LIGHT POLES, OR OTHER SUCH
AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY.
a
ALL PADS SHOULD BE TESTED TO ASSURE
A COMPACTION OF AT LEAST 95% OF THE o
MAXIMUM DRY DENSITY USING THE STANDARD
PROCTOR TEST METHOD.
SCALE: 11
= 30'
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PROPOSED SANITARY SEWER
19358
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ALL PADS SHOULD BE TESTED TO ASSURE
A COMPACTION OF AT LEAST 95% OF THE o
MAXIMUM DRY DENSITY USING THE STANDARD
PROCTOR TEST METHOD.
SCALE: 11
= 30'
NOTE:
A KNOX BOX IS TO BE INSTALLED
AT THE PAVILLION. CONTACT FIRE
CHIEF FOR EXACT LOCATION.
"HOLEY MOLEY"
SAYS:
CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves, &
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
-800-382-5544 SHHOUSAID
BEISTING VVERIFIED BY THEUNDERGROUND CONTRACTOR
CALL TOLL FREE PRIOR TO ANY AND ALL CONSTRUCTION.
-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
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NOTE:
A KNOX BOX IS TO BE INSTALLED
AT THE PAVILLION. CONTACT FIRE
CHIEF FOR EXACT LOCATION.
"HOLEY MOLEY"
SAYS:
CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves, &
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
-800-382-5544 SHHOUSAID
BEISTING VVERIFIED BY THEUNDERGROUND CONTRACTOR
CALL TOLL FREE PRIOR TO ANY AND ALL CONSTRUCTION.
-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
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PROPOSED 5' SIDEWALK
(BY HOME BUILDER)
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PAD ELEVATION
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ALL PADS 66' DEEP
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WITH WIDTHS AS LABELED
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DENOTES 4" SUBSURFACE DRAIN TO LO
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ROLL CURB
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NOTE:
A KNOX BOX IS TO BE INSTALLED
AT THE PAVILLION. CONTACT FIRE
CHIEF FOR EXACT LOCATION.
"HOLEY MOLEY"
SAYS:
CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves, &
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
-800-382-5544 SHHOUSAID
BEISTING VVERIFIED BY THEUNDERGROUND CONTRACTOR
CALL TOLL FREE PRIOR TO ANY AND ALL CONSTRUCTION.
-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
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" "0' 41760
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SCALE: 1 "= 30'
SAYS:
CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
Z
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SCALE: 1 "= 30'
"HOLEY MOLEY"
SAYS:
CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
Z
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves, k
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
♦0♦�
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BE OTHER EXISITING UNDERGROUND UTILIITIES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
1-800-382-5544
5
CALL TOLL FREE
PRIOR TO ANY AND ALL CONSTRUCTION.
-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
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19358
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"HOLEY MOLEY"
SAYS:
CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves, k
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
1-800-382-5544
OF SAID EXISTING UNDERGROUND UTILITIES
SHOULD BE VERIFIED BY THE CONTRACTOR
CALL TOLL FREE
PRIOR TO ANY AND ALL CONSTRUCTION.
-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
Z
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SHEET NO.
3,
of 6 SHEETS
10 "0.41760
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THIS SHEET TO BE USED
FOR EROSION CONTROL ONLY.
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
DAWN BARNETT
DREES HOMES
PHONE: (317)-347-7300
m ei Denotes Construction Limits
Denotes Silt Fence
Temporary geotextile bogs to be installed ' at curb inlets. W
Temporary 'Drop Inlet Protection Basket"
®Denotes permanent seeding & mulch areas
Seeding rate: 130#/acre or 3#/1000 S.F.
Seeding mixture: 25% creeping red fescue
35% perennial rye
40% Kentucky bluegrass
Denotes seeding w/fiber blanket #S150 by North American Green
Seeding rate: 110#/ocre or 2.5#/1000 S.F. SCALE: 1"= 30'
Seeding mixture: 38% Kentucky 31 fescue
19% perennial rye
19% annual rye
14% orchard grass
10% Kentucky bluegrass
Denotes temporary seeding & mulching.
' ' ' • Seeding rate: 50#/acre
Seeding mixture: 100% perennial rye.
NOTE:
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ADDITIONAL EROSION CONTROL MEASURES
y�
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MAY BE REQUIRED IN THE FIELD BY THE
V/
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INSPECTORS.
a
2"-3" WASHED STONE 12'-0" MIN. WIDTH
(INDOT CA. #2)
Sediment Control Sequence
J
The following is a list in sequence of construction activities to
control soil erosion:
STONE ACCESS DRIVE DETAIL
Ch
D
M
at this time.
1
O
CONTRACTOR SHALL MAINTAIN EXISTING STREETS FROM
DEBRIS OF DIRT,SAND,OR STONE AND SHALL BE
3. Contractor shall control mud accumulation on all streets
surrounding project by installing stone surface at all
RESPONSIBLE FOR THE CLEANING OF SUCH ITEMS. AFTER
N
COMPLETION OF THE WORK, THE BUILDERS WILL BE REQUIRED
shall be kept to a minimum by utilizing sprinkling. Calcium
Chloride, Vegetative cover, spray on adhesio4s or other
-
TO KEEP -STREETS FREE OF THE SAME, AT THE CITIES
approved methods.
DISCRETION.
0
C9
EXISTING VEGETATION:
seeding and straw bales may be required during construction
3
DEVELOPED LOT
Payment for additional straw bales shall be at the
THIS SHEET TO BE USED
FOR EROSION CONTROL ONLY.
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
DAWN BARNETT
DREES HOMES
PHONE: (317)-347-7300
m ei Denotes Construction Limits
Denotes Silt Fence
Temporary geotextile bogs to be installed ' at curb inlets. W
Temporary 'Drop Inlet Protection Basket"
®Denotes permanent seeding & mulch areas
Seeding rate: 130#/acre or 3#/1000 S.F.
Seeding mixture: 25% creeping red fescue
35% perennial rye
40% Kentucky bluegrass
Denotes seeding w/fiber blanket #S150 by North American Green
Seeding rate: 110#/ocre or 2.5#/1000 S.F. SCALE: 1"= 30'
Seeding mixture: 38% Kentucky 31 fescue
19% perennial rye
19% annual rye
14% orchard grass
10% Kentucky bluegrass
Denotes temporary seeding & mulching.
' ' ' • Seeding rate: 50#/acre
Seeding mixture: 100% perennial rye.
NOTE:
0 a
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ADDITIONAL EROSION CONTROL MEASURES
y�
V
MAY BE REQUIRED IN THE FIELD BY THE
V/
V_
INSPECTORS.
M
2"-3" WASHED STONE 12'-0" MIN. WIDTH
(INDOT CA. #2)
Sediment Control Sequence
J
The following is a list in sequence of construction activities to
control soil erosion:
STONE ACCESS DRIVE DETAIL
I. Contractor shall install stone entrance and all silt fencing
D
as shown. All existing inlets need drop inlet protection
at this time.
1
2. Grade the site (mounds to be seeded and mulched
immediately upon completion).
CONTRACTOR SHALL MAINTAIN EXISTING STREETS FROM
DEBRIS OF DIRT,SAND,OR STONE AND SHALL BE
3. Contractor shall control mud accumulation on all streets
surrounding project by installing stone surface at all
RESPONSIBLE FOR THE CLEANING OF SUCH ITEMS. AFTER
locations where construction traffic leaves the site. Dust
COMPLETION OF THE WORK, THE BUILDERS WILL BE REQUIRED
shall be kept to a minimum by utilizing sprinkling. Calcium
Chloride, Vegetative cover, spray on adhesio4s or other
-
TO KEEP -STREETS FREE OF THE SAME, AT THE CITIES
approved methods.
DISCRETION.
4. Maintain all silt fence filters during construction to
prevent any blockages from accumulated sediment. Additional
EXISTING VEGETATION:
seeding and straw bales may be required during construction
as specified by Engineer or Soil Conservation Service.
DEVELOPED LOT
Payment for additional straw bales shall be at the
ZZ
0
Contractors
hown onrplan) ad seedyingnt for shall be additional
aid for onrapuntt
POTENTIAL AREAS WHERE STORM WATER MAY ENTER
basis.
GROUND WATER: EXISTING LAKES (NOT ON SITE)
5. Contractor shall install sanitary sewer and water main
connections when building is ready.
6. Install curb and pavement and finish all backfilling. Seed
THERE ARE 100 YR. FLOOD PLAINS AND
R/W's and other disturbed areas as shown on plan.
WETLAND AREAS IN THIS SECTION AND ARE NOTED.
7. Install utilities.
8. Install landscaping and seed all disturbed areas where
utilities are installed.
ULTIMATE RECEIVING WATER:
9. Remove erosion and sediment control after watershed has been
WHITE RIVER
permanently stabilized.
control practices throughout
10. Maintain erosion andsedimenttarproject.
the duration of the entire ro ect.
THERE WILL BE NO SOIL STOCKPILE IN THIS SECTION.
SEASONAL SOIL PROTECTION CHART
STABILIZATION
PRACTICE JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC.
PERMANENT A •///////////* *///>
SEEDING -------------------------
DORMANT B B
SEEDING
-----
----- --__
SEEDING — — E
-------------— — —
SODDING — F**— _ — — *////////.[/////* — > — — — —
—
MULCHING G >
---------------------------
A'= KENTUCKY BLUE GRASS 40 lbs./AC.: CREEPING RED FESCUE 40 lbs./AC.:
PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 20lbs>/AC.
Y
B = KENTUCKY BLUE GRASS 60 lbs./AC.: CREEPING RED FESCUE 60 lbs./AC.:
PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 30lbs>/AC.
C = SPRING OATS 3 BUSHEL/ACRE
D = WHEAT OR RYE 2 BUSHEL/ACRE
E = ANNUAL RYEGRASS 40 lbs./AC. (1 Ib./1000 sq. ft.)
F = SOD
G = STRAW MULCH 2 TONS/ACRE
Q
IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPT.
** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
FENCE POST
31
x 1'
FENCE P❑ST SHOULD —/
BE BURIED :t1' BELOW
GROUND SURFACE,
SILT FENCE MATERIAL
6'-8'
GROUND SURFACE
SILT FENCE MATERIAL SHOULD
BE BURIED 6' BELOW GROUND
SURFACE.
SILT FENCE DETAIL
NOT—TO—SCALE
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�,. _. No._!__19358
STATE OFEARTHWORK CONTRACTOR SHALLINSTALL 20'x50' MIN. STONE ACCFSS " ` "" "�DRIVE PRIOR TO CONSTRUCTION.„ \ Nr : _'~•, .`" "" ""`~ {7 ��I.! t
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CLEVELAND PEAR
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HERITAGE RIVER BIRCH
Bea nigra.H
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AUTUMN PURPLE ASH
Fraxuws americane'Aulumn Purple'
2.5
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HARVEST GOLD CRABAPPLE
M"liarvest
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ROBIN HILL SERVICEBERRY
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Salix babyloNca
2'5
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NORWAY SPRUCE
Pkma abies
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COLORADO SPRUCE
Pk ea pungens
SAYS:
CAUTION
WHITE PINE
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EUROPEAN RBSESBUSH
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ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTIUITIES
ORNAMENTAL GRAS
a
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VARIES
SAND CHERRY
Prunus detena
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
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STREET TREES
PRIOR TO ANY AND ALL CONSTRUCTION.
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LONDON PLANETREE
Platanus x aomfolia'Bloodgood'
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REDMOND LINDEN
Tilia americana'Redmond
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ROOT FUURS TO BE PLANTED AT GRADE
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0
NORTHERN RED OAK
Queran rubra
0
CLEVELAND PEAR
Pyrus moNyana X*weiwW Select
r
35'
0
HERITAGE RIVER BIRCH
Bea nigra.H
10-12' ht.
MY
'
AUTUMN PURPLE ASH
Fraxuws americane'Aulumn Purple'
2.5
50'
c�
HARVEST GOLD CRABAPPLE
M"liarvest
I
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0
1.5-2n
20-30'
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GALAXY MAGNOLIA
Magnolia x quhv*xqxft
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WEEPING WILLOW
Salix babyloNca
2'5
45
0
NORWAY SPRUCE
Pkma abies
6-8' ht
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COLORADO SPRUCE
Pk ea pungens
SAYS:
CAUTION
WHITE PINE
Y
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7-W ht
70'
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ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTIUITIES
ORNAMENTAL GRAS
a
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SAND CHERRY
Prunus detena
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
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5
STREET TREES
PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-428-5200N
NORTHERN RED OAK
Quercus rubra
CALLS OUTSIDE OF INDIMA
rico,0-41760
CHINESE ELM
o m
w
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Platanus x aomfolia'Bloodgood'
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Tilia americana'Redmond
0
BLACK MAPLE
Acer nVurn
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AUTUMN PURPLE ASH
' No.
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0
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Pyrus moNyana X*weiwW Select
r
35'
0
HERITAGE RIVER BIRCH
Bea nigra.H
10-12' ht.
MY
'
AUTUMN PURPLE ASH
Fraxuws americane'Aulumn Purple'
2.5
50'
c�
HARVEST GOLD CRABAPPLE
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20-30'
Z
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-,
Z
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WEEPING WILLOW
Salix babyloNca
2'5
45
0
NORWAY SPRUCE
Pkma abies
6-8' ht
LO
COLORADO SPRUCE
Pk ea pungens
SAYS:
CAUTION
WHITE PINE
Pinus Strobes
7-W ht
70'
Z
0
U
(SHRUBS)
a
s
z
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Penneuanebc
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BE OTHER EXISITING UNDERGROUND UTIUITIES
ORNAMENTAL GRAS
Miscanthus,ms,inO
VARIES
VARIES
SAND CHERRY
Prunus detena
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
BURNING BUSH
Euonymus akda'CornpaclW
5
STREET TREES
PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-428-5200N
NORTHERN RED OAK
Quercus rubra
CALLS OUTSIDE OF INDIMA
rico,0-41760
CHINESE ELM
Ulmus parviFob
LONDON PLANETREE
Platanus x aomfolia'Bloodgood'
40-W
(Minimum 1 tree per lot)
REDMOND LINDEN
Tilia americana'Redmond
2•5-3
BLACK MAPLE
Acer nVurn
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LOCATION OF ALL EXISTING UNDERGROUND
UTIUTIES SHOWN ON THIS PLAN ARE BASED
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but not limited to, manholes, inlets, valves, &
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SHEET NO.
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
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OF SAID EXISTING UNDERGROUND UTILITIES
SHOULD BE VERIFIED BY THE CONTRACTOR
5
CALL TOLL FREE
PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-428-5200N
6 SinFOR
CALLS OUTSIDE OF INDIMA
rico,0-41760
,
Dron Inlet Protection Basket
It is the intent of this device to detain water for the purpose of allowing suspended solids
in the water to settle out before the water enters the storm structure. Some filtering will
occur as water passes through the device.
The bottom of this device is to seal against the flat outer part of the casting. The overall
dimension of the basket shall be no smaller than the water inlet perforations in the casting
and no larger than the outer dimensions of the casting. The height shall be 15"
The basket frame shall be welded wire mesh rolled or bent and welded to itself to fit the
casting. The wire size shall be no smaller than .149" dia. and openings no larger than 18
sq in. It is important that the bottom of the wire frame be smooth so as not to allow any
leakage between the basket and casting. The top of the basket shall be open to prevent
flooding during heavy storm events.
Fabric shall be woven polypropylene allowing 15-25gal/min/sq in. If non -woven fabric
is used, the maintenance intervals should be increased to replace silt laden fabric. The
fabric shall be attached to the frame and folded under the bottom to help seal against the
casting. - •
This device should be used in conjunction with other Best Management Practices to
maximize the efficiency of the erosion control plan.
Suppliers for this product include: Lakeside Supply Inc. (317) 281-2661, Turfgrass Inc
(317) 894-3276.
I—BACK FACE OF CURB
I
4 1/2"
I t
I
C
171/2-
GRADE I (a
LOW POINT
PAVEMENT
10" ° °
4 ° 6' ° 61/Y
00
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6 COMPACTED AGGREGATE
5' I-4— COMPACTED SUBGRADE
24"
CONCRETE ROLL CURB & GUTTER
CONTRACTION JOINTS O 8'-0" O.C.-
OR AS SHOWN ON PLAN.
s V
PROVIDE EXPANSION JOINT
WHEREVER CONCRETE SLAB
MEETS A VERTICAL WALL
INSTALL RETRACTABLE TOP
EXPANSION JOINT PRIOR 3/
TO POURING CONCRETE;
REMOVE AND INSTALL
SEALANT AFTER COMPLETION
C_
II
I
REINFORCE CURB CORNERS ( I
W/ TWO CONT. #4 BARS
WITH 4" LEGS. NOT
REQIJIRED ON RADIUS CURVES
BROOM FINISH
SEALANT
PREMOLDED EXPANSION JOINT
FILLER COLORED TO MATCH CONCRETE
AFTER CONSTRUCTION; CUT BACK 1/4"
HOT ASPHALTIC SURFACE
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It is the intent of this device to detain water for the purpose of allowing suspended solids
in the water to settle out before the water enters the storm structure. Some filtering will
occur as water passes through the device.
The bottom of this device is to seal against the flat outer part of the casting. The overall
dimension of the basket shall be no smaller than the water inlet perforations in the casting
and no larger than the outer dimensions of the casting. The height shall be 15"
The basket frame shall be welded wire mesh rolled or bent and welded to itself to fit the
casting. The wire size shall be no smaller than .149" dia. and openings no larger than 18
sq in. It is important that the bottom of the wire frame be smooth so as not to allow any
leakage between the basket and casting. The top of the basket shall be open to prevent
flooding during heavy storm events.
Fabric shall be woven polypropylene allowing 15-25gal/min/sq in. If non -woven fabric
is used, the maintenance intervals should be increased to replace silt laden fabric. The
fabric shall be attached to the frame and folded under the bottom to help seal against the
casting. - •
This device should be used in conjunction with other Best Management Practices to
maximize the efficiency of the erosion control plan.
Suppliers for this product include: Lakeside Supply Inc. (317) 281-2661, Turfgrass Inc
(317) 894-3276.
I—BACK FACE OF CURB
I
4 1/2"
I t
I
C
171/2-
GRADE I (a
LOW POINT
PAVEMENT
10" ° °
4 ° 6' ° 61/Y
00
a G
6 COMPACTED AGGREGATE
5' I-4— COMPACTED SUBGRADE
24"
CONCRETE ROLL CURB & GUTTER
CONTRACTION JOINTS O 8'-0" O.C.-
OR AS SHOWN ON PLAN.
s V
PROVIDE EXPANSION JOINT
WHEREVER CONCRETE SLAB
MEETS A VERTICAL WALL
INSTALL RETRACTABLE TOP
EXPANSION JOINT PRIOR 3/
TO POURING CONCRETE;
REMOVE AND INSTALL
SEALANT AFTER COMPLETION
C_
II
I
REINFORCE CURB CORNERS ( I
W/ TWO CONT. #4 BARS
WITH 4" LEGS. NOT
REQIJIRED ON RADIUS CURVES
BROOM FINISH
SEALANT
PREMOLDED EXPANSION JOINT
FILLER COLORED TO MATCH CONCRETE
AFTER CONSTRUCTION; CUT BACK 1/4"
POOL DECK SECTION
NOT -TO -SCALE,
(BY POOL CONTRACTOR)
AIR ENTRAINED CONCRETE
w/ FIBER MESH REINF.
PREMOLDED EXPANSION JOINT
FILLER COLORED TO MATCH CONCRETE;
AFTER CONSTRUCTION CUT BACK 1/4"
4" COMPACTED GRANULAR FILL
COMPACTED SUBGRADE OR BACKFILL
SAW CUT
C -N
PAVING
4" CONC. WALK w/ to
6"X6" 10/10 WWM ON =
4" COMP. GRAN. FILL o N
(V
(2) CONT. #4 BARS
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CURB/ SIDEWALK DETAIL
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HOT ASPHALTIC SURFACE
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POOL DECK SECTION
NOT -TO -SCALE,
(BY POOL CONTRACTOR)
AIR ENTRAINED CONCRETE
w/ FIBER MESH REINF.
PREMOLDED EXPANSION JOINT
FILLER COLORED TO MATCH CONCRETE;
AFTER CONSTRUCTION CUT BACK 1/4"
4" COMPACTED GRANULAR FILL
COMPACTED SUBGRADE OR BACKFILL
SAW CUT
C -N
PAVING
4" CONC. WALK w/ to
6"X6" 10/10 WWM ON =
4" COMP. GRAN. FILL o N
(V
(2) CONT. #4 BARS
l�—=J
CURB/ SIDEWALK DETAIL
NOT -TO -SCALE
,
1._ 3' 0" --I
1 /2" SAW -CUT GROOVES
PLAN VIEW
NOT -TO -SCALE
4" CONC. SIDEWALK w/ cn
6 X6 10/10 WWM SEALED EXPANSION W
!i » JOINT a
4" COMPACTED iJLI�I �T
GRANULAR FILL 1 ( N.
COMPACTED FILL SLOPED �4" CONC. RAMP
w/ 6X6 10/10 WWM
SECMON An
NOT -TO -SCALE
" to 4'0" 1 6'0" " to 4'0"
W !!
a 4 CONC. WALK w/
6"X6" 10/10 WWM
-11 I 4" COMPACTED
GRANULAR FILL
COMPACTED FILL
SEnON "B"
NOT -TO -SCALE
RAMP DETAIL
NOT—TO—SCALE
ROSION CONTROL NOT
1. PROVIDE EROSION AND SEDIMENT CONTROL AS INDICATED ON DRAWINGS OR
AS REQUIRED TO THE STANDARDS, SPECIFICATIONS, PROCEDURES OF THE
LOCAL, CITY AND COUNTY AGENCIES, WHICHEVER HAS JURISDICTION.
2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE ESTABLISHED
IMMEDIATELY BEFORE ANY CLEARING, GRADING, EXCAVATION, FILLING, OR
OTHERWISE DISTRUBING OF NATURAL TERRAIN, AND IMMEDIATELY AS REQUIRED
AROUND ALL NEW CONSTRUCTION. THE CONTRACTOR SHALL PRESERVE
NATURAL VEGETATION AS MUCH AS POSSIBLE.
3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE
DURING THE ENTIRE CONSTRUCTION PHASE. ONLY THOSE CONTROLS AND
DEVICES THAT ARE TEMPORARY IN NATURE SHALL BE MOVED OR MODIFIED TO
ALLOW PROGRESS OF CONSTUCTION. DAILY INSPECTIONS SHALL BE MADE BY
THE CONTRACTOR FOR EFFECTIVENESS OF EROAION AND SEDIMENTATION
CONTROL MEASURES, AND ANY NECESSARY REPAIRS SHALL BE PERFORMED
WITHOUT DELAY. THE G. C. SHALL BE TOTALLY RESPONSIBLE FOR THE CARE,
MAINTENANCE, REPAIR AND RECONSTRUCTION OF ALL DEVICES, CONTROLS AND
ERODED AREAS.
4. LAND ALTERATION WHICH STRIPS OR DISTURBS THE EXISTING VEGETATION
SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. THE DURATION OF
TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL
MINIMUM. THE AREA SHALL BE STABILIZED IMMEDIATELY FOLLOWING GRADING
WITH TEMPORARY SEEDING AND HYDROMULCH. SEED SHALL BE "R" MIX AS
SPECIFIED IN INDIANA STATE HIGHWAY SPECIFICATIONS AND SHALL BE APPLIED
AT THE RATE OF 5 LBS/1000 S. F. VEGETATION OR STRUCTURAL EROSION
CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE.
5. STRAW BALES AND/OR SILT FENCING PROTECTION SHALL BE USED AS
INDICATED ON THE LANDSCAPE PLANTING PLAN. IF LOCAL ORDINANCE REQUIRE
THEIR OWN DETAILS OF EROSION CONTROL/SEDIMENT DEVICES, IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE LOCAL REQUIRED
METHODS.
6. ALL MUD AND DIRT TRACKED OR SPILLED ON SITE PAVED AREAS, OR ON
EXISTING PUBLIC OR PRIVATE ROADS, STREETS, OR DRIVES MOST BE REMOVED
QUICKLY AND PROMPTLY.
S/30578/LEGAL/EROSIONCONTROL
February 28, 2000
/_ BACK OF CURB
GRADED LAWNS
4T No. sLs
19358
-o STATE OF ? A�
''''�i•._ ANAL E- �``,•
HOT ASPHALTIC SURFACE
~
Z
TACK COAT
Z W
HOT ASPHALTIC BINDER COURSE
"`` • .1
sa-
.•;;••;:••;:••aa•;o
COMPACTED #53 CRUSHED
o�
STONE FILL
D:
01
1 /2" SAW -CUT GROOVES
PLAN VIEW
NOT -TO -SCALE
4" CONC. SIDEWALK w/ cn
6 X6 10/10 WWM SEALED EXPANSION W
!i » JOINT a
4" COMPACTED iJLI�I �T
GRANULAR FILL 1 ( N.
COMPACTED FILL SLOPED �4" CONC. RAMP
w/ 6X6 10/10 WWM
SECMON An
NOT -TO -SCALE
" to 4'0" 1 6'0" " to 4'0"
W !!
a 4 CONC. WALK w/
6"X6" 10/10 WWM
-11 I 4" COMPACTED
GRANULAR FILL
COMPACTED FILL
SEnON "B"
NOT -TO -SCALE
RAMP DETAIL
NOT—TO—SCALE
ROSION CONTROL NOT
1. PROVIDE EROSION AND SEDIMENT CONTROL AS INDICATED ON DRAWINGS OR
AS REQUIRED TO THE STANDARDS, SPECIFICATIONS, PROCEDURES OF THE
LOCAL, CITY AND COUNTY AGENCIES, WHICHEVER HAS JURISDICTION.
2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE ESTABLISHED
IMMEDIATELY BEFORE ANY CLEARING, GRADING, EXCAVATION, FILLING, OR
OTHERWISE DISTRUBING OF NATURAL TERRAIN, AND IMMEDIATELY AS REQUIRED
AROUND ALL NEW CONSTRUCTION. THE CONTRACTOR SHALL PRESERVE
NATURAL VEGETATION AS MUCH AS POSSIBLE.
3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE
DURING THE ENTIRE CONSTRUCTION PHASE. ONLY THOSE CONTROLS AND
DEVICES THAT ARE TEMPORARY IN NATURE SHALL BE MOVED OR MODIFIED TO
ALLOW PROGRESS OF CONSTUCTION. DAILY INSPECTIONS SHALL BE MADE BY
THE CONTRACTOR FOR EFFECTIVENESS OF EROAION AND SEDIMENTATION
CONTROL MEASURES, AND ANY NECESSARY REPAIRS SHALL BE PERFORMED
WITHOUT DELAY. THE G. C. SHALL BE TOTALLY RESPONSIBLE FOR THE CARE,
MAINTENANCE, REPAIR AND RECONSTRUCTION OF ALL DEVICES, CONTROLS AND
ERODED AREAS.
4. LAND ALTERATION WHICH STRIPS OR DISTURBS THE EXISTING VEGETATION
SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. THE DURATION OF
TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL
MINIMUM. THE AREA SHALL BE STABILIZED IMMEDIATELY FOLLOWING GRADING
WITH TEMPORARY SEEDING AND HYDROMULCH. SEED SHALL BE "R" MIX AS
SPECIFIED IN INDIANA STATE HIGHWAY SPECIFICATIONS AND SHALL BE APPLIED
AT THE RATE OF 5 LBS/1000 S. F. VEGETATION OR STRUCTURAL EROSION
CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE.
5. STRAW BALES AND/OR SILT FENCING PROTECTION SHALL BE USED AS
INDICATED ON THE LANDSCAPE PLANTING PLAN. IF LOCAL ORDINANCE REQUIRE
THEIR OWN DETAILS OF EROSION CONTROL/SEDIMENT DEVICES, IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE LOCAL REQUIRED
METHODS.
6. ALL MUD AND DIRT TRACKED OR SPILLED ON SITE PAVED AREAS, OR ON
EXISTING PUBLIC OR PRIVATE ROADS, STREETS, OR DRIVES MOST BE REMOVED
QUICKLY AND PROMPTLY.
S/30578/LEGAL/EROSIONCONTROL
February 28, 2000
/_ BACK OF CURB
GRADED LAWNS
4T No. sLs
19358
-o STATE OF ? A�
''''�i•._ ANAL E- �``,•
4'-0" MIN.
•� •' TOP SOIL
MIN. 'i' —'
BACKFILL SUBGRADE
PROPERTY LINE
TYPICAL SIDEWALK SECTION
NOT -TO -SCALE
* THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE
REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
0
HOT ASPHALTIC SURFACE
~
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TACK COAT
Z W
HOT ASPHALTIC BINDER COURSE
"`` • .1
PRIME COAT
.•;;••;:••;:••aa•;o
COMPACTED #53 CRUSHED
o�
STONE FILL
D:
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COMPACTED #2 CRUSHED
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y O
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COMPACTED SUBGRADE
AUTO PARKING
SECTION
NOT -TO -SCALE
4'-0" MIN.
•� •' TOP SOIL
MIN. 'i' —'
BACKFILL SUBGRADE
PROPERTY LINE
TYPICAL SIDEWALK SECTION
NOT -TO -SCALE
* THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE
REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
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48'-0" BETWEEN EXPANSION JOINTS (MAX.)
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CONCRETE SIDEWALK
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SHEET NO.
6
OF 6 SHEETS
,TOB No. 41760
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