HomeMy WebLinkAboutPreliminary Development Plans
L1.0 LANDSCAPE PLAN
SCALE: 1" = 40'
SITE DETAILS
GRADING & DRAINAGE PLAN
UTILITY PLAN
SITE LAYOUT PLAN
COVER SHEET
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Building F.F.E.:
C4.0
C2.2
C2.1
C2.0
C1.0
*
Base Flood Elevation:
FIRM Panel No.:
Flood Hazard Zone:
Floodplain Information
Zoning:
Zoning Information
Parking
Posted Speed:
Frontage Road:
Roads
Total Spaces Provided:
Accessible Spaces:
Regular Parking Spaces:
Parking Spaces Required:
Parking Requirements:
Building Area:
Building Information
Project Area:
Narrative:
Location:
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"HOLEY MOLEY " SAYS CALL
AT LEAST TWO FULL
WORKING DAYS BEFORE
YOU DIG IT'S THE LAW
04-22-09
SCALE:
SHEET No.
FOR CALLS OUTSIDE OF INDIANA
CALL TOLL FREE
/?=
REV. DATE
KEY BANK AT GREYHOUND COMMONS
DEVELOPMENT PLANS
for
CARMEL, HAMILTON COUNTY, INDIANA
DESCRIPTION
May 19, 2009 - 8:27am - Q: \Project\_2008Projects\20082134\Dwg\Engineering\DDs\C200.dwg
/
2 .
DATE:
EMH&T JOB NO.
2008-2134
USC&GS BENCHMARK V-42 AT 156TH ST. AND ABANDONED RR R/W. EL. = 885.00 (NGVD29).
CUT "X" ON CAPBOLT ON FIRE HYDRANT, NORTHWEST CORNER OF INTERSECTION OF
DANBURRY AND DUBLIN DRIVE IN SUBDIVISION EAST OF SITE. B.M. ELEVATION = 822.75
CUT "X" ON EAST BOLT ON BASE OF TRAFFIC SIGNAL POLE, SOUTHEAST CORNER OF
INTERSECTION OF LOWE'S WAY AND 146th STREET. B.M. ELEVATION = 832.03
?6
ALL DIMENSIONS SHOWN ARE MEASURED TO THE FACE OF CURB, UNLESS OTHERWISE SHOWN
ALL RADII SHALL BE 5 FEET UNLESS OTHERWISE SHOWN.
DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL
UNLESS OTHERWISE SHOWN.
BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER TO RECORDED
PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION.
REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS.
PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE. YELLOW OR WHITE STRIPES SHALL BE
PROVIDED AT OWNER'S PREFERENCE UNLESS OTHERWISE SHOWN.
SEE SHEETS C2.7 FOR DETAILS REFERENCED ON THIS SHEET.
TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND
COMBINED WALKS/CURBS WHERE SHOWN AND AT INTERVALS NOT TO EXCEED 12 X THE WIDTH
OF THE WALK.
EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALL
LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB,
WALL, COLUMN, ETC.
CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS
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"HOLEY MOLEY " SAYS CALL
AT LEAST TWO FULL
WORKING DAYS BEFORE
YOU DIG IT'S THE LAW
04-22-09
SCALE:
SHEET No.
FOR CALLS OUTSIDE OF INDIANA
CALL TOLL FREE
/?=
REV. DATE
KEY BANK AT GREYHOUND COMMONS
DEVELOPMENT PLANS
for
CARMEL, HAMILTON COUNTY, INDIANA
DESCRIPTION
May 19, 2009 - 8:27am - Q: \Project\_2008Projects\20082134\Dwg\Engineering\DDs\C201.dwg
/
2 .
DATE:
EMH&T JOB NO.
2008-2134
USC&GS BENCHMARK V-42 AT 156TH ST. AND ABANDONED RR R/W. EL. = 885.00 (NGVD29).
CUT "X" ON CAPBOLT ON FIRE HYDRANT, NORTHWEST CORNER OF INTERSECTION OF
DANBURRY AND DUBLIN DRIVE IN SUBDIVISION EAST OF SITE. B.M. ELEVATION = 822.75
CUT "X" ON EAST BOLT ON BASE OF TRAFFIC SIGNAL POLE, SOUTHEAST CORNER OF
INTERSECTION OF LOWE'S WAY AND 146th STREET. B.M. ELEVATION = 832.03
1" = 30'
*"
6?
REFER TO MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES
WITHIN 5 FEET OF STRUCTURES.
PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER
THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED
CROSSING UTILITIES. IN SUCH CASES, THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS
REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES.
A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE
MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER
LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUM
SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE
WATER PIPE FOR THE SEWER PER DETAIL SA-9.
WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED
FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE.
THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS,
TEES AND HYDRANTS PER THE DETAILS.
PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO
1" = 30'
*
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6/@6
"HOLEY MOLEY " SAYS CALL
AT LEAST TWO FULL
WORKING DAYS BEFORE
YOU DIG IT'S THE LAW
04-22-09
SCALE:
SHEET No.
FOR CALLS OUTSIDE OF INDIANA
CALL TOLL FREE
/?=
REV. DATE
KEY BANK AT GREYHOUND COMMONS
DEVELOPMENT PLANS
for
CARMEL, HAMILTON COUNTY, INDIANA
DESCRIPTION
May 19, 2009 - 8:27am - Q: \Project\_2008Projects\20082134\Dwg\Engineering\DDs\C202.dwg
/
2 .
DATE:
EMH&T JOB NO.
2008-2134
USC&GS BENCHMARK V-42 AT 156TH ST. AND ABANDONED RR R/W. EL. = 885.00 (NGVD29).
CUT "X" ON CAPBOLT ON FIRE HYDRANT, NORTHWEST CORNER OF INTERSECTION OF
DANBURRY AND DUBLIN DRIVE IN SUBDIVISION EAST OF SITE. B.M. ELEVATION = 822.75
CUT "X" ON EAST BOLT ON BASE OF TRAFFIC SIGNAL POLE, SOUTHEAST CORNER OF
INTERSECTION OF LOWE'S WAY AND 146th STREET. B.M. ELEVATION = 832.03
TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS
OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN
IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER.
TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED
PER THE SPECIFICATIONS.
EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS
AVAILABLE.
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE
SHOWN.
FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS
OTHERWISE SHOWN.
THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING
CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO
PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE
1" = 30'
*
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6/@6
04-22-09
SCALE:
SHEET No.
/?=
REV. DATE
KEY BANK AT GREYHOUND COMMONS
DEVELOPMENT PLANS
for
CARMEL, HAMILTON COUNTY, INDIANA
DESCRIPTION
May 19, 2009 - 8:27am - Q: \Project\_2008Projects\20082134\Dwg\Engineering\DDs\C203.dwg
DATE:
EMH&T JOB NO.
2008-2134
NOTE:
PRELIMINARY DEVELOPMENT PLANS
"NOT FOR CONSTRUCTION"
DETAILED CONSTRUCTION PLANS TO BE
SUBMITTED AT A LATER DATE.
EC-12, EC-12A
CONCRETE WASHOUT
EC-25
WITH EROSION CONTROL
PERMANENT SEEDING
BLANKET - S75
4:1 - 3:1 SLOPES
@6
DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION
(SEDIMENT FENCE)
SILT FENCE
TREE PROTECTION FENCE
EC-3A, EC-3B, EC-3C
CONTRACTOR CAN OPT. TO USE:
TEMPORARY DROP INLET PROTECTION
TEMPORARY CURB INLET PROTECTION
CONTRACTOR CAN OPT. TO USE:
1" = 30'
*+
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6/@6
04-22-09
SCALE:
SHEET No.
/?=
REV. DATE
KEY BANK AT GREYHOUND COMMONS
DEVELOPMENT PLANS
for
CARMEL, HAMILTON COUNTY, INDIANA
DESCRIPTION
May 19, 2009 - 8:27am - Q: \Project\_2008Projects\20082134\Dwg\Engineering\DDs\C203.dwg
DATE:
EMH&T JOB NO.
2008-2134
NOTE:
PRELIMINARY DEVELOPMENT PLANS
"NOT FOR CONSTRUCTION"
DETAILED CONSTRUCTION PLANS TO BE
SUBMITTED AT A LATER DATE.
SCALE: NONE
> ROCK CHUTE OUTLET PROTECTION
1. INSPECT PERIODICALLY AND AFTER EACH STORM EVENT FOR STONE DISPLACEMENT AND
EROSION AT THE
SIDES AND ENDS OF THE APRON.
2. MAKE REPAIRS IMMEDIATELY; USE APPROPRIATE SIZE STONE, AND DO NOT PLACE THEM
ABOVE FINISHED
GRADE.
1. INSPECT ROCK CHUTES AFTER STORM EVENTS FOR STONE DISPLACEMENT AND FOR
EROSION AT THE SIDES AND ENDS OF THE APRON.
SCALE: NONE
> CONCRETE WASHOUT
INLET
> FABRIC DROP INLET PROTECTION
SCALE: NONE
PLAN
ELEVATION
3' MAX.
1'
MIN.
2"x2" INTERIOR REINFORCEMENT
2"x2" OR 2"x4" WOOD POSTS
OR STEEL FENCE POSTS
NON-WOVEN FILTER FABRIC.
AS NOTED
+*&
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6/@6
04-22-09
SCALE:
SHEET No.
/?=
REV. DATE
KEY BANK AT GREYHOUND COMMONS
DEVELOPMENT PLANS
for
CARMEL, HAMILTON COUNTY, INDIANA
DESCRIPTION
May 19, 2009 - 8:27am - Q: \Project\_2008Projects\20082134\Dwg\Engineering\DDs\C400.dwg
DATE:
EMH&T JOB NO.
2008-2134
JOINT FILLER
1/2" PREFORMED
TRANSVERSE JOINT
TRANSVERSE JOINTS
5'-0" BETWEEN
TRANSVERSE JOINT
JOINT FILLER
1/2" PREFORMED
MIN. 4" TOP SOIL
4" CONCRETE
PREPARED
MIN. 4" TOP SOIL
4"
> SIDEWALK DETAIL
SCALE: NONE
48'-0" BETWEEN EXPANSION JOINTS (MAX.)
VARIES
SEE SITE PLAN
5'-0" UNLESS
OTHERWISE SHOWN
SUBGRADE
** 4" OF 4000 P.S.I. CONCRETE WITH FIBER REINFORCEMENT ON PREPARED SUBGRADE.
PROVIDE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT INTERVALS NOT TO EXCEED
THE WIDTH OF THE WALK. PROVIDE 1/2" EXPANSION JOINTS EVERY 50' MINIMUM AND
WHERE SIDEWALK ABUTTS CONCRETE PAVEMENT, CURBS, AND VERTICAL SURFACES SUCH
AS WALLS. MEDIUM BROOM FINISH TO BE APPLIED IN TRANSVERSE DIRECTION.
EXPANSION JOINTS SHALL BE SEALED WITH A BACKER ROD AND SILICON JOINT SEALER.
SLOPE 1/4"/Ft. per PLAN
AS NOTED
+*"
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6/@6
04-22-09
SCALE:
SHEET No.
/?=
REV. DATE
KEY BANK AT GREYHOUND COMMONS
DEVELOPMENT PLANS
for
CARMEL, HAMILTON COUNTY, INDIANA
DESCRIPTION
May 19, 2009 - 8:27am - Q: \Project\_2008Projects\20082134\Dwg\Engineering\DDs\C400.dwg
DATE:
EMH&T JOB NO.
2008-2134
=
1. These dimensions are based on a 6in. curb
height. They shall be proportionately adjusted for
other curb heights.
2. Where site infeasibility precludes construction
to the width shown, such width may be
decreased to a minimum of 3'-0".
3. The bottom edge of the curb ramp shall be
flush with the edge of adjacent pavement and
gutter line.
4. Landing areas at the top of curb ramps shall
have maximum cross slope of 50:1 in any
direction. When site infeasibility precludes a
landing slope of 50:1 in any direction, the slope
perpendicular to the curb shall not exceed 50:1.
5. If site infeasibility precludes construction to the
width shown, the landing width may be
decreased to 3'-0" minimum. The running slope
of the curb ramp may be steepened to a
maximum of 10:1 for a maximum 6 in. rise.
6. Drainage inlets should be located uphill from
curb ramps to prevent puddles at the path of
travel.
7. See Standard Drawing E-604-SWCR-12 for
improved access on narrow sidewalks.
8. Algebraic difference in grade between the
829.00
EXISTING R/W LINE
EXISTING R/W LINE
829.00
BIOSWALE
BIOSWALE
146th Street
Lowe's Way
0
Scale 1" = 30'-0"
15' 30' 60'
North
CLEVELAND, OHIO 44114
Ph: (216) - 689 - 5580
PLANS PREPARED FOR:
KEY BANK
127 PUBLIC SQUARE
03-06-09
SCALE:
SHEET No.
PLANS PREPARED BY:
REV. DATE
KEY BANK at GREYHOUND COMMONS
DEVELOPMENT PLANS
for
CARMEL, HAMILTON COUNTY, INDIANA
DESCRIPTION
DATE:
EMH&T JOB NO.
2008-2134
varies
BUFFER CHART
Lowes Way (west) Buffer A = 337 l.f.
Shade Trees @ 3/100 l.f. = 9 required
9 provided
Ornamental Trees @ 2/100 l.f.=6 required
6 provided (north of entry drive)
Shrubs @ 9/100 l.f. = 27 required
34 provided (between sidewalk & parking)
146th Street (north) Buffer A = 269.5 l.f.
Shade Trees @ 3/100 l.f. = 8 required
8 provided
Ornamental Trees @ 2/100 l.f.=5 required
5 provided
Shrubs @ 9/100 l.f. = 24 required
24 provided
*Tree quantities along the East property line have been reduced to accommodate a bioswale condition. The
use of the 10' brick will serve as additional buffer to neighboring residents.
L1.0
LANDSCAPE PLAN
PLANT SCHEDULE
Symbol Botanical Name Common Name Size Container Notes
TREES
Abi-c Abies concolor White Fir 8' ht. B&B symmetrical, full
Ace-s Acer saccharum 'Legacy' Legacy Sugar Maple 2.5" cal. B&B full, matched
Ame-x Amelanchier x grandiflora
'Autumn Brilliance
Autumn Brilliance Serviceberry 8' ht. B&B multi-stemmed, 3-5 stems
Bet-n Betula nigra River Birch 8' ht. B&B clump form, 3 divisions
Cer-c Cercis canadensis Redbud 8' ht. B&B multi-stemmed
CLEVELAND, OHIO 44114
Ph: (216) - 689 - 5580
PLANS PREPARED FOR:
KEY BANK
127 PUBLIC SQUARE
03-06-09
SCALE:
SHEET No.
PLANS PREPARED BY:
REV. DATE
KEY BANK at GREYHOUND COMMONS
DEVELOPMENT PLANS
for
CARMEL, HAMILTON COUNTY, INDIANA
DESCRIPTION
DATE:
EMH&T JOB NO.
2008-2134
varies
L1.1
LANDSCAPE DETAILS
Remove all burlap & wire from
top 1/3 of root ball.
4" saucer rim sloped gradually
to finished grade
Fertilized topsoil mix.
Water thoroughly
when pit is half full.
Thoroughly loosen subsoil at bottom of
plant pit.
Lightly compacted topsoil mix
3'-0" min.
Finished grade
3" mulch
Rootflare to be set at
finished grade.
#4 rebar painted flat black, tie to trunk
with 1/2" flexible vinyl strip.
1
2" Flexible vinyl strip - black or green
NOTES: Do not cut leader.
1. This detail used for evergreens 6' or
less in size; other evergreens staked in
standard fashion.
2. Do not prune evergreens except
under direction of Landscape Architect.
EVERGREEN TREE PLANTING
Not to Scale
of root ball
1/2 dia.
2"
saucer to equal ball dia.
Score sides of the planting pit wall
Set root ball on undisturbed
soil cone at bottom of pit.
to two (2) times ball diameter.
Width of pit to be one and a half (11/2)
Soil grade
3" high topsoil saucer dia.of
Auger minimum 4" wide x 16" deep hole and fill with
#2 stone ONLY in excavaions that hold water longer
than 24 hours.
TREE PLANTING
Not to Scale
Root Collar/Flare: Collar shall be level or up to 1"-2"
above finish grade
Remove transit guard
2"-4" of hardwood mulch. Aged wood ships ro
similar mulch. Keep mulch 2"-3" from trunk
Remove tags and labels
Prune dead or broken branches only at the
time of planting. Trees with double leaders will
not be accepted.
Remove wire basket. Before tree is in pit,
remove bottom of basket cutting horizontally.
AFter tree is in pit, remove the rest of the basket
cutting vertically.
Bud graft
Backfill using existing soil. Add fertilizer and water
thoroughly to eliminate air pockets.
Remove excess soil to locate and expose root flare.
soil cone at bottom of pit.
Set root ball on undisturbed
Equal to
1/2 ball dia.
Soil grade
SHRUB PLANTING
Not to Scale
2"-4" of hardwood mulch. Aged wood chips or
similar much. Keep mulch 2"-3" from trunk.
Remove tags and labels
Prune dead or broken branches only. Plants
with double leaders will not be accepted.
Score sides of planting pit wall
Width of pit to be 1 1/2 to 2 times the size
of root ball.
Root Collar/Flare: Collare shall be level or
up to 1"-2" abaove finish grade.
Backfill using existing soil. Fertilize and
water thoroughly to eliminate air pockets.
3" high topsoil saucer for individual plants
Remove excess soil to locate and expose
root flare
GENERAL LANDSCAPE & PLANTING NOTES
1. Plant material to be installed and maintained by a qualified and experienced landscape installer.
2. All materials are subject to the approval of the Landscape Architect and Owner at any time. Landscape Architect to inspect all plant locations and plant
bed conditions prior to installation. Stake all plant locations for review and approval by the Landscape Architect before planting. On-site adjustments may
be required. Plants are to be freshly dug. Transporting of plants shall be done in a manner as to not destroy the natural shape, compromise the health, or
alter the characteristics of plant materials.
3. Rootballs shall meet or exceed size standards as set forth in 'American Standards for Nursery Stock'. MAIN LEADERS OF ALL TREES SHALL
REMAIN INTACT. Remove from the site any plant material that turns brown or defoliates within five (5) days after planting. Replace immediately with
approved, specified material.
4. Plant counts indicated on drawings are for Landscape Architect's use only. Contractor shall make own plant quantity takeoffs using drawings,
specifications, and plant schedule requirements (i.e., spacing), unless otherwise directed by Landscape Architect. Contractor to verify bed measurements
and install appropriate quantities as governed by plant spacing per schedule.
5. All plant beds shall receive 3" minimum of genuine shredded hardwood bark mulch (unless otherwise noted). Apply pre-emergent herbicide as directed
by the manufacturer prior to installing mulch. Seed all areas disturbed by construction activities that are not otherwise noted to receive pavement, planting
bed, or other treatment.
6. The Contractor shall install and/or amend topsoil in all proposed bed areas to meet ASTM D5268 standards. Landscaper shall verify depth and quality
of topsoil prior to plant installation. A minimum of 4" of topsoil is required for sodded areas; 12" for plant beds. Topsoil sources shall include the reuse of
surface soil stockpiled on site, clean of roots, plants, sod, stones, clay lumps, and other extraneous or foreign materials larger than 1". Supplement with
imported topsoil from off-site sources when quantities are insufficient. Do not obtain supplemental topsoil from agricultural land, bogs, or marshes.
Inorganic amendments, organic amendments, and fertilizers shall be used to amend topsoil as needed for long-term plant health.
7. Verify all utility locations in the field prior to beginning work. Repair all damaged utilities to satisfaction of the Owner and Operating Authority at no
additional cost.
8. Install all plant material in accordance with all local codes and ordinances. Coordinate with the Owner to obtain any required permits necessary to
complete work. All workmanship and materials shall be guaranteed by the Contractor for a period of one (1) calendar year after Final Acceptance.
9. Maintain all plant material for a three (3) month period from date of Substantial Completion. Maintanenace shall include pruning, cultivating, watering,
weeding, fertilizing, restoring plant saucers, spraying for disease and insects, and replacing tree wrappings. Recommended long-term maintenance
procedures shall be provided to the Owner before expiration of this period.
Cla-l Cladastrus lutea Yellowwood 2.5" cal. B&B full, matched
Cra-c Crataegus crus galli var. inermis Thornless Cockspur Hawthorn 8' ht. B&B symmetrical, matched
Liq-s Liquidambar styraciflua Sweetgum 2.5" cal. B&B full
Pic-a Picea abies Norway Spruce 8' ht. B&B symmetrical, full
Pic-g Picea glauca 'Densata' Black Hills Spruce 8' ht. B&B symmetrical, full
Pla-o Platinus x acerifolia London Plane Tree 2.5" cal. B&B symmetrical, full
Que-r Quercus rubra Red Oak 2.5" cal. B&B dug in spring, symmetrical
Til-c Tilia cordata Little Leaf Linden 2.5" cal. B&B full, matched
Ulm-x Ulmus 'Princeton' Princeton Elm 2.5" cal. B&B symmetrical, matched
SHRUBS
Aro-m
Aronia melanocarpa 'Autumn
Magic' Autumn Magic Black Chokeberry
30" container allow to mass, space @ 5'-0" o.c.
Cha-o Chaenomeles obtusa 'Crippsii' Cripp's Golden Cypress 36" container specimin plants, full, symmetrical
Cle-a Clethra alnifolia 'Hummingbird' Hummingbird Summersweet 24" container space @ 3'-0" o.c.
Ile-x Ilex x 'Willemer' Emerald Magic Holly 24" container space @ 3'-5" o.c.
Ile-g Ilex glabra 'Compacta' Compact Inkberry 24" container space @ 3'-5" o.c.
Ite-v Itea virginica 'Henry's Garnet' Henry's Garnet Sweetspire 24" container space @ 3'-0" o.c.
Phy-o Physocarpus opulifolius 'Monlo' Diablo Purple Ninebark 24" container space @ 5'-0" o.c.
Pot-f Potentilla fruiticosa 'Goldfinger' Goldfinger Potentilla 24" container space @ 3'-0" o.c. allow to mass
Syr-v Syringa vulgaris ' Purple Lilac 30" container space @ 9'-0" o.c., allow to mass
Vib-l iburnum lantana Lantana Viburnum 30" container space @ 9' o.c., allow to mass
Vib-x Viburnum x juddii Judd Viburnum 30" container space @ 5'-0" o.c.
GROUNDCOVERS AND GRASSES
Cal-x Calamagrostis x acutifolia Karl Foerster Feather Reed Grass 1 gal. container space @ 2'-6" o.c.
Car-p Carex pennsylvanica Pennsylvania Sedge #1 pot space @ 18" o.c., triangualr spacing
Gai-x Gaillardia x grandiflora 'Fanfare' 'Fanfare' Blanket Flower 1 qt. container space @ 1'-6" o.c.
Lav-a Lavendula angustifolia 'Baby
Blues'
Baby Blue Lavender #1 pot space @ 18" o.c., triangualr spacing
Lir-m
Liriope muscari ' Silvery
Sunproof' 'Silvery Sunproof' Lily-turf 1 qt.
container space @ 18" o.c., triangualr spacing
Pen-a Pennisetum alopecuroides
'Desert Plains' Desert Plains Fountain Grass #2
pot space @ 3'-0" o.c.
Rhu-a Rhus aromatica 'Grow-Low' Grow Low Fragrant Sumac #1 pot space @ 5'-0" o.c., allow to mass
East Property Line Buffer D* = 228 l.f.
ShadeTrees @ 5/100 l.f.=11 required
11 provided
Ornamental Trees @ 5/100 l.f.=11 required
11 provided
Evergreen trees @ 9/100 l.f. = 21 required
22 provided
South Property Line Buffer A = 328 l.f.
Shade Trees @ 3/100 l.f. = 10 required
10 provided
Ornamental Trees @ 2/100 l.f.=7 required
8 provided
Shrubs @ 9/100 l.f. = 30 required
33 provided
PARKING CALCULATIONS
Parking area: 11,673 s.f. (not including drives that do not border parking spaces or drive-thru lanes)
Landscape Area @ 6%:
Required = 700 s.f.
Provided = 775 s.f.
Plantings @ 1 tree and 10 shrubs/400 s.f.
Required = 2 trees and 19 shrubs
Provided = 2 trees and 19 shrubs
BUILDING ENLARGEMENT
Scale: 1" =20'-0"
SEE ENLARGEMENT, THIS SHEET
(9) Ite-v
Sod
(30) Car-p
(60) Car-p
(10) Ite-v
(1) Ace-s
Sod Sod
Sod
Sod
Sod
Sod
(1) Ace-s
(32) Car-p
(7) Ite-v
(10) Pen-a
(9) Ile-g
(13) Pen-a
(5) Ile-g
(3) Cle-a
(3) Pot-f
(7) Ile-g
(12) Ite-v
(3) Vib-x
(9) Pan-v
(6) Phy-o
(8) Pan-v
(12) Ile-g
(11) Ile-x
(12) Ile-g
(5) Ile-g
(30) Lir-s
(1) Ace-s
(17) Pen-a
(18) Lir-s (2 sections)
(3) Vib-x
(22) Lav-a (65) Lav-a
(70) Lir-s
(9) Pen-a
(15) Gai-x
(15) Pot-f
(15) Gai-x
(2) Cha-o
(6) Pen-a (2 sections)
(20) Lav-a (2 sections)
(18) Car-p (2 sections)
(4) Relocated Trees
(3) Relocated Trees
(4) Relocated Trees
(3) Relocated Trees
(3) Relocated Trees
(2) Pic-g
(2) Abi-c
(1) Pic-g
(1) Pic-a
(1) Pic-g
(2) Pic-g
(2) Pic-a
(1) Abi-c
(1) Pic-a
(2) Pic-g
(1) Pic-g
(2) Abi-c
(6) Ulm-x
(3) Cer-c
(1) Ace-s
(3) Ame-x
(2) Ulm-x
(3) Cer-c
(6) Aro-m
(7) Pen-a
(5) Syr-v
(3) Aro-m
(11) Pen-a
(2) Que-r
(3) Ame-x
(2) Bet-n
(2) Cla-l
(2) Cer-c
(1) Que-r
(3) Ulm-x
(8) Vib-x
(7) Phy-o
(3) Ame-x
(3) Lir-t
(6) Vib-x
(1) Ulm-x
(2) Ame-x (3) Cra-c
(3) Pic-g
(1) Cer-c
(2) Cer-c
(2) Que-r
(5) Rhu-a
(1) Liq-s
(1) Bet-n
(2) Pla-o
(3) Cra-c
(2) Cer-c
(2) Til-c
(1) Ulm-x
(1) Til-c
(1) Pla-o
(14) Rhu-a
(2) Til-c
(11) Pan-v (2) Liq-s
(5) Rhu-a
(6) Vib-l
(7) Vib-l
(4) Vib-l
(8) Rhu-a
(11) Pan-v
(6) Syr-v
(5) Syr-v
(4) Syr-v
(5) Syr-v
Mulch Path
(1) Pic-a
(3) Relocated Trees
base of curb ramp and the gutter shall be limited
to less than 11 %. If it is not practical, a 2'-0" wide
level strip shall be provided. See detail sketch.
ALTERNATE CURB CONSTRUCTION
BRICK SURFACE CONSTRUCTION
IN DETECTABLE WARNINGS
TRUNCATED DOMES USED
CHANGE OF GRADE
DETAIL OF RAMP GROOVES
2" 2" 2"
0.3"
Provide 2'-0" level strip
if algebraic difference
exceeds 11%
Provide curb as required,
may be monolithic with
level strip.
8.33% + 5% = 13.33% > 11%
8.33% maximum
5% maximum
2'-0"
SQUARE PATTERN
1.6"-2.4" 1.6"-2.4"
a a
0.4"
-0.9"
0.9"-1.4"
Section a-a
0.2"
Detectable warning brick
Brushed sand mixture
Setting bed
Concrete base
PAVEMENT
Slope 12:1
Slope 12:1
PAVEMENT
#5 spa @ 18"
Construction of curb if
separated from ramp
1'-6"
6"
> SIDEWALK CURB RAMPS GENERAL NOTES and DETAILS
INDOT 604 SWCR-02 SCALE: NONE
1. The curb ramp type includes the ramp and
flared sides as indicated by the hatched lines on
the details. A top level landing for every curb
ramp shall be provided.
2. For details of sidewalk curb types see
Standard Drawings E 604-SWCR-03 to -11.
3. The curb ramps shall be placed within the
marked crosswalk area.
4. Flared sidewalk curb ramp next to utility strip
shall be sodded.
5. See General Notes at right.
SEE SITE
PLAN
(5' MIN.)
># RETURNED CURB RAMP
CONTROL JOINTS
@ 6" O.C.
DETECTABLE WARNING SURFACE
(24"D x 48"W)
YARD AREA
PLANTING OR
6"
(TYP.)
ACCESSIBLE RAMP DETAIL
MAX 1" PER FOOT
SCALE: NONE
RAMP CONSTRUCTION DETAIL
Detectable warning elements
Concrete Base
Setting bed
Integrall Curb 8
PAVEMENT
Slope 12:1
RAMP
6"
6"
1'-3" min.
B
12:1
12:1
12:1
sod
sod
B
Slope 12:1 4'-0" min. Slope 12:1
1 1
SECTION B-B
2
4
5
1
6
7
A
A
SECTION A-A
Variable slope 12:1 max.
Pavement
6. See Standard Drawing E604-SWCR-02 for
groove details.
7. See Standard Drawing E604-SWCR-02 for
details of the detectable warnings.
8. Indicated area denotes pay limits
9. See detail belw for typical ramp
construction.
10. See Standard Drawing E604-SWCR-01
and -02 for Location Plan and General Notes
respectively.
=
4'-0"
7
5
3
8
1'-3" min.
6"
6"
RAMP
Slope 12:1
PAVEMENT
Integrall Curb 8
Setting bed
Concrete Base
Detectable warning elements
RAMP CONSTRUCTION DETAIL
2'-0"
>+ ENTRANCE CURB RAMP TYPE 1
SCALE: NONE
8'-0" min.
B
12:1
12:1
B
4'-0" min.
6'-0" min.
Slope 12:1 max.
1
SECTION B-B
2
1
6
7
A
A
SECTION A-A
Sidewalk less
than 6'-0"
Curb Ramp
slope 50:1 max.
Pavement
NOTES:
4"
7
1
3
1'-3" min.
6"
6"
RAMP
Slope 12:1
PAVEMENT
Integrall Curb
Setting bed
Concrete Base
Detectable warning elements
RAMP CONSTRUCTION DETAIL
Sidewalk
12:1
2'-0"
6'-0" min. 1
Sidewalk Slope 12:1 max. Sidewalk
0.3"
2" 2" 2"
DETAIL OF RAMP GROOVES
Sidewalk
1. These dimensions are based on a 6in. curb height. They shall be proportionately adjusted for other curb heights.
2. Where site infeasibility precludes construction to the width shown, such width may be decreased to a minimum of 3'-0".
3. The bottom edge of the curb ramp shall be flush with the edge of adjacent pavement and gutter line.
4. Landing areas at the top of curb ramps shall have maximum cross slope of 50:1 in any direction. When site infeasibility
precludes a landing slope of 50:1 in any direction, the slope perpendicular to the curb shall not exceed 50:1.
5. If site infeasibility precludes construction to the width shown, the landing width may be decreased to 3'-0" minimum. The
running slope of the curb ramp may be steepened to a maximum of 10:1 for a maximum 6 in. rise.
6. Drainage inlets should be located uphill from curb ramps to prevent puddles at the path of travel.
7. Algebraic difference in grade between the base of curb ramp and the gutter shall be limited to less than 11 %. If it is not
practical, a 2'-0" wide level strip shall be provided. See detail sketch.
2'-0"
5% maximum
8.33%maximum
8.33% + 5% = 13.33% > 11%
Provide curb as required,
may be monolithic with
level strip.
Provide 2'-0" level strip
if algebraic difference
exceeds 11%
CHANGE OF GRADE
Sidewalk slope 50:1 max.
Prepared Subgrade
max.
Sidewalk
NOTE:
PRELIMINARY DEVELOPMENT PLANS
"NOT FOR CONSTRUCTION"
DETAILED CONSTRUCTION PLANS TO BE
SUBMITTED AT A LATER DATE.
ENGINEERED SOIL MIX FOR INFILTRATION TREATMENT
It is very important to minimize compaction within the limits of the infiltration area. When possible, use excavation hoes to
remove original soil. If excavated using a loader, the excavator should use a wide track or marsh track equipment, or light
equipment with turf type tires. Use of equipment with narrow tracks or narrow tires, rubber tires with large lugs, or high
pressure tires will cause excessive compaction resulting in reduced infiltration rates and storage volumes and is not
acceptable. Compaction will significantly contribute to design failure.
Over excavate and rip compacted earth a minimum of 24-inches after rough grading. Then apply an even mix of in-situ
(ripped) soil (50% by volume) with Engineered Soil Mix (50 % by volume) a minimum depth of 6-inches. Bring to final grade
with an additional 6-inches (minimum) of Engineered Soil Mix.
In situ soil should be removed and either used in rough grading (berms, etc.), used elsewhere on site or removed from site as
part of the Contractor's responsibility.
A. General
1. Engineered Soil Mix shall conform to all local, state and federal stormwater and health codes and ordinances.
Engineered Soil Mix shall be tested prior to installation and/or use to document compliance with minimum
stormwater management requirements or ability for stormwater treatment facility to drain all ponding water within
72 hours, whichever is more stringent.
B. Rain Garden
1. With Sub-drainage system: 40% Topsoil, 40% sand, and 20% Organic Soil Amendment, by volume.
2. No Sub-drainage system: 30% Topsoil, 60% sand and 10% Organic Soil Amendment, by volume
C. Bioretention Basin
1. With Sub-drainage system: 20% Topsoil, 60% sand, and 20% Organic Soil Amendment, by volume.
2. No Sub-drainage system: 10% Topsoil, 70% sand and 20% Organic Soil Amendment, by volume.
D. Bioretention Swale
1. With Sub-drainage system: 20% Topsoil, 60% sand, and 20% Organic Soil Amendment, by volume.
2. No Sub-drainage system: 10% Topsoil, 70% sand and 20% Organic Soil Amendment, by volume.
Topsoil shall meet minimum standards for planting, infiltration and/or sub-draining requirements. If minimum requirements can
not be met, Contractor shall amend available topsoil from onsite or offsite sources, as needed. Use of alternative soil mixtures
other then those specifically stated within this specification shall require testing by an independent agent.
A. Use and/or testing of alternative soil mixtures shall require prior approval by the Owner or Owner's Representative.
B. Topsoil shall conform to INDOT 914.01 or equivalent with the following additional requirements: topsoil shall be free of
heavy clay, rocks over 1-inch in diameter and dirt clods over 1-inch in diameter. Topsoil shall contain 3 to 5 percent
organic matter by test. Any exception or alternative to these minimum requirements shall require prior approval from
the Owner or Owner's Representative.
Compost is a widely used bulk organic soil amendment and a recycled product. Because it is applied at much greater
rates than fertilizer, compost has a significant cumulative effect on nutrient availability and may reduce or eliminate initial
fertilization. Consider each plant's pH and soluble salt requirements and how they relate to the compost being used and
the resulting soil-compost mix.
A. Compost: Well-composted, stable, and weed-free organic matter, pH range of 5.5 to 8; moisture content 35 to
55 percent by weight; 100 percent passing through 1-inch sieve; soluble salt content of 4 to 5 deciSiemens per
meter (dS/m); not exceeding 0.5 percent inert contaminants and free of substances toxic to plantings; and as
follows:
Retain first subparagraph below if required. Organic matter content for compost affects application rate and may be as
low as 30 or as high as 70 percent. Insert subparagraphs for other characteristics such as soluble salt content,
water-holding capacity, bulk density, and nutrient content if required.
1. Organic Matter Content: 50 - 60 percent of dry weight.
Compost may be produced from several feedstocks or raw materials. In subparagraph below, revise types of feedstocks
if limiting sources. Revise descriptions and insert product names if required.
2. Feedstock: Agricultural, food, or industrial residuals; biosolids; yard trimmings; or source-separated or
compostable mixed solid waste.
B. Peat: Sphagnum peat moss, partially decomposed, finely divided or granular texture, with a pH range of 3.4 to
4.8.
Retain paragraph above or first paragraph below if applicable. Retain above if sphagnum peat moss, an acidic peat, is
required. Retain below if peat types with a neutral pH are required.
C. Peat: Finely divided or granular texture, with a pH range of 6 to 7.5, containing partially decomposed moss
peat, native peat, or reed-sedge peat and having a water-absorbing capacity of 1100 to 2000 percent.
D. Wood Derivatives: Composted, nitrogen-treated sawdust, ground bark, or wood waste; of uniform texture, free of
chips, stones, sticks, soil, or toxic materials.
Retain subparagraph below if treatment of partially decomposed wood derivatives is acceptable.
1. In lieu of composted wood derivatives, mix partially decomposed wood derivatives with ammonium nitrate
at a minimum rate of 0.15 lb/cu. ft. of loose sawdust or ground bark, or with ammonium sulfate at a
minimum rate of 0.25 lb/cu. ft. of loose sawdust or ground bark.
E. Manure: Composted, un-leached, stable or cattle manure containing not more than 25 percent by volume of
straw, sawdust, or other bedding materials; free of toxic substances, stones, sticks, soil, weed seed, and
material harmful to plant growth.
F. Tree and Shrub Leaves: Un-composted or composted shredded tree and shrub leaves. Leaves must be collected
after having fallen naturally during the fall season or have been dried sufficiently to be similar in nature with
equivalent lack of nutrients available for release. Care should be taken to not utilize leaves from vegetation that
is toxic to plant growth or seed germination. Approval by Owner or Owner's Representative prior to use of this
material amendment is required. Community Leaf Collection programs are recommended sources of
amendment material, providing the source material meets the minimum requirements.
> BIOSWALE DETAIL
SCALE: NONE
SEE NOTES THIS SHEET
3'
GEOTEXTILE FILTER FABRIC
6" PERFORATED UNDERDRAIN
3:1
3:1
VARIES (SEE PLAN)
ELEV.: 825.00
CONSTRUCTED OF LOOSE
UNCOMPACTED MATERIAL.
7" NO. 8 WASHED GRAVEL
1'-9" ENGINEERED SOIL MIX
FOR ENGINEERED SOIL MIX
REQUIREMENTS
SCALE: NONE
NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
2440mm
ACCESSIBLE PARKING SPACE
SEE SITE PLAN FOR ACTUAL DIMENSIONS
**5'-0" MIN. AISLE FOR REGULAR SPACE
**8'-0" MIN. AISLE FOR VAN ACCESSIBLE SPACE
2440mm 1525mm
**AISLE
INTERNATIONAL
4" WIDE BLUE
PAINT STRIPES
(TYP.)
IN THE SPACE.
NOT BE OBSCURED BY A VEHICLE PARKED
INTERNATIONAL SYMBOL OF ACCESSIBILITY
IDENTIFIED BY A SIGN SHOWING THE
ACCESSIBLE PARKING SPACES SHALL BE
>"
SYMBOL OF
ACCESSIBILITY; BLUE
> SCALE: NONE
1' - 11"
4"
16"
BASE
CONCRETE
4"
* POST TO BE
SLOPED
ACCESSIBLE PARKING SIGN DETAIL
FINISHED GRADE
12"
PRE-PAINTED GALVANIZED STEEL
18"
SLOPED
18"
CONCRETE
4" 4"
1"
ACCESSIBLE
* CHANNEL POST
(2#/Ft.) 8'-10" LONG
ACCESSIBLE
FACE
MATERIAL
Alum.
80 Ga.
6"
VAN
PARKING
REFLECTIVE
WHITE
6' - 0"
FINISHED
min.
18"
BLUE
12"
ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY
A SIGN SHOWING THE INTERNATIONAL SYMBOL OF
ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS
SHALL
NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE.
ANSI 4.28.5 FINISH AND CONTRAST THE CHARACTERS,
SYMBOLS AND BACKGROUND OF SIGN SHALL BE
EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH.
CHARACTERS AND SYMBOLS SHALL CONTRAST WITH
THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON
A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT
BACKGROUND.
SPACES COMPLYING WITH 4.1.2(5)(b) SHALL HAVE AN
ADDITIONAL SIGN "VAN-ACCESSIBLE" MOUNTED
BELOW THE SYMBOL OF ACCESSIBILITY.
GRADE
NOTE: ONE IN EIGHT ACCESSIBLE SPACES
SHALL BE VAN ACCESSIBLE, BUT NOT LESS
THAN ONE.
TOP OF CURB
BOTTOM OF CURB
CURB JOINT DETAIL
TRANSVERSE CONTRACTION
PAVEMENT
TRANSVERSE EXPANSION
100'
(DCAM #12-04) SCALE: NONE
6>
JOINTS @ 100' C-C AND AT ALL RADII RETURNS JOINTS @ 10' C-C.
SCALE: NONE
TRAFFIC STRIPING
4" SOLID WHITE LINE PAVEMENT MARKINGS
4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS
PAINTED ISLANDS
>
PAINTED CROSSWALKS
4" SOLID WHITE LINE PAVEMENT MARKINGS
4"MIN. 8" MAX
4"-6"
4"-6"
DOUBLE YELLOW PAVEMENT STRIPING LINES
DOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPING
TURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS.
4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT
4" WHITE
STRIPE
4" WHITE
STRIPE
SOLID WHITE PAVEMENT STRIPING LINES
4"
PAVEMENT MARKING-STOP BAR
(SEE SITE PLAN)
VARIES
12"-24"
WIDTH PER PLAN
ON PREPARED SUBGRADE
WIDTH PER PLAN
1/4" PER FT. SLOPE (PER PLAN)
1/4" PER FT. SLOPE (PER PLAN)
WITH LEVELING COARSE
** 4" OF 4000 P.S.I. CONCRETE WITH FIBER REINFORCEMENT ON PREPARED SUBGRADE.
AS WALLS. MEDIUM BROOM FINISH TO BE APPLIED IN TRANSVERSE DIRECTION.
EXPANSION JOINTS SHALL BE SEALED WITH A BACKER ROD AND SILICON JOINT SEALER.
WHERE SIDEWALK ABUTTS CONCRETE PAVEMENT, CURBS, AND VERTICAL SURFACES SUCH
THE WIDTH OF THE WALK. PROVIDE 1/2" EXPANSION JOINTS EVERY 50' MINIMUM AND
PROVIDE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT INTERVALS NOT TO EXCEED
>
SCALE: NONE
CONCRETE WALK
6"
SCALE: NONE
TOP OF 6" CURB
2' TAPER
CURB END TRANSITION
PVMT. ELEVATION
PVMT. SURFACE
2"
6>#
7" #53 COMPACTED STONE BASE
2" H.A.C. #9 BINDER ASPHALT
1.5" HAC #11 SURFACE
3" H.A.C. #5D BINDER ASPHALT
COMPACTED & WELL DRAINED SUBGRADE
SCALE: NONE
>" RIGHT-OF-WAY PAVEMENT SECTION
>"
>"
>" TYPICAL PAVEMENT SECTION
SCALE: NONE
COMPACTED & WELL DRAINED SUBGRADE
6" H.A.C. #53 STONE
1.5" HAC #11B SURFACE
2" H.A.C. #9 BINDER ASPHALT
SCALE: NONE
>"2 HEAVY DUTY PAVEMENT SECTION
>"2
COMPACTED & WELL DRAINED SUBGRADE
3" H.A.C. #53 COMPACTED AGGREGATE
1.5" HAC #11 SURFACE
4" H.A.C. #5 BASE ASPHALT
5" #2 COMPACTED STONE BASE
>+ COMBINED WALK AND CURB
SCALE: NONE
COMPACTED SUBGRADE - THE UPPER 6" SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE
CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER
UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SATISFACTORILY, SHALL BE REMOVED. ALL
ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE SUBGRADE
SURFACE. ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL,
SHALL BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE
SURROUNDING SUBGRADE SURFACE.
PROVIDE 1/4" WIDE, 1" DEEP TRANSVERSE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT
INTERVALS NOT TO EXCEED THE WIDTH OF THE WALK. EXTEND TRANSVERSE JOINTS THROUGH
CURB TOP AND FACE.
VARIES
(SEE PLANS)
6"
6"
9"
6"
1/4"
WIDE
TOOLED
JOINT
1" RADIUS
TOOLED EDGE
PAVEMENT
SLOPE 1/4" PER 1'-0"
GRANULAR
BACKFILL
4"
TRANSVERSE
MEDIUM
BROOM FINISH
4"
PORTLAND CEMENT
CONCRETE
24"
MIN.
NOTE:
PRELIMINARY DEVELOPMENT PLANS
"NOT FOR CONSTRUCTION"
DETAILED CONSTRUCTION PLANS TO BE
SUBMITTED AT A LATER DATE.
ATTACHED TO ALL SIDES.
NOTES:
DIMENSIONS OF BOX WILL VARY ACCORDING
TO THE SIZE OF INLET AND DEPTH OF BASE.
BURIED FABRIC
1.5' MAX.
WELDED WIRE INLET PROTECTION
1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED
REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE
NEXT RAIN.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BARRELS,
CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED
AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE.
>/
SILT PROTECTION FOR DITCH GRATE
(NEENAH R-4342) CASTINGS.
#4 GAGE WIRE
SCALE: NONE
FILTER FABRIC
YARD CASTING
GRASS
12'-0"
FLOW
FLOW
FLOW
BIO FILTER BAGS
BIO FILTER BAGS
CURB INLET
CONC. CURB
CONC. CURB
SILT FENCE,
SCALE: NONE
>+/ CURB INLET PROTECTION
OR BIO LOG
1. INSPECT AFTER EACH STORM EVENT, AND REMOVE ANY SEDIMENT DEPOSITS
PROMPTLY (TO INSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN),
2. ALSO INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM
CONSTRUCTION ACTIVITIES, AND REPAIR IMMEDIATELY.
3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
PROTECTION DEVICES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND
STABILIZE IT.
OR BIO LOG(S)
LARGE-HEADED NAIL.
4" MINIMUM DEPTH.
SCALE: NONE
SEAL CURB BOX
FILTER FABRIC
METAL BASKET WITH
>+ BASKET CURB INLET PROTECTION
1. INSPECT PERIODICALLY AND AFTER EACH STORM EVENT.
2. REMOVE BUILT-UP SEDIMENT AND REPLACE GEOTEXTILE FABRIC AFTER EACH STORM EVENT.
3. PERIODICALLY REMOVE SEDIMENT AND TRACKED-ON SOIL FROM THE STREET (NOT BY
FLUSHING) TO REDUCE
THE SEDIMENT LOAD ON CURB INLET MEASURES.
CURB INLET
GEOTEXTILE FABRIC
or AS REQUIRED
2-3" COARSE AGGREGATE
INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY, AFTER STORM EVENTS, AND/OR
HEAVY USE.
RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
TOPDRESS WITH CLEAN STONE AS NEEDED.
IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY
BRUSHING OR SWEEPING. FLUSH ONLY IF WATER IS CONVEYED TO A SEDIMENT TRAP OR BASIN.
REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
EC-22
3.
5.
4.
2.
1.
50'
ROAD
PUBLIC
TEMPORARY CONSTRUCTION ENTRANCE
SCALE: NONE
6" COMPACTED
or AS REQUIRED
20'
SECTION
TO ATTATCH SILT FENCE
COMPACTED SOIL
1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE,
REPLACE THE AFFECTED PORTION IMMEDIATELY.
3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS
LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE.
4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND
SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
SILT FENCE BARRIER INSTALLATION
DRIVE STAKES IN TRENCH
EC-2
BACKFILL AND
COMPACT SOIL.
EXCAVATE A 6" X 4" DEEP
STEP 3:
TRENCH
STEP 1:
6' c-c
6"
4" (10cm)
FLOW
SILT FENCE
STEP 2:
SCALE: NONE
2'
2" x 2" STAKE
FASTEN FABRIC TO STAKES AND BURY
BOTTOM 8" INTO THE TRENCH
DUTY FABRIC
NON-WOVEN HEAVY
SECTION
NOTE: THE SLICING METHOD IS AN ACCEPTABLE ALTERNATIVE
ORANGE PLASTIC FENCING
INSTALLED AT THE DRIPLINE
DRIP LINE
DRIP LINE
ORANGE PLASTIC FENCE SHALL
COMPLETELY SURROUND THE DRIPLINE
OF THE VEGETATION.
THE DRIPLINE IS THE FURTHEST
OUTREACHING OF THE BRANCHES.
PATTERN RECOMMENDATIONS.
GUIDE EC-14 FOR CORRECT STAPLE
REFER TO GENERAL STAPLE PATTERN
APPROXIMATELY 12" APART.
OVERLAP. STAPLE THROUGH OVERLAPPED AREA,
SLOPE, PLACE BLANKETS END OVER END
STAPLED WITH APPROXIMATELY 2" OVERLAP.
4. THE EDGES OF PARALLEL BLANKETS MUST BE
5. WHEN BLANKETS MUST BE SPLICED DOWN THE
1.
DIRECTION OF THE WATER FLOW.
3. ROLL THE BLANKETS DOWN THE SLOPE IN THE
ANCHORING THE BLANKET IN A 6" DEEP X 6"
2. BEGIN AT THE TOP OF THE SLOPE BY
WIDE TRENCH. BACKFILL AND COMPACT THE
TRENCH AFTER STAPLING.
BE INSTALLED WITH PAPER SIDE DOWN.
NOT SEED PREPARED AREA. CELL-O-SEED MUST
SEED. NOTE: WHEN USING CELL-O-SEED, DO
INCLUDING APPLICATION OF LIME, FERTILIZER, AND
1. PREPARE SOIL BEFORE INSTALLING BLANKETS,
3.
4.
5.
2.
1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE
BLANKET.
2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL,
RE-SEED THE AREA, AND RE-LAY AND STAPLE THE BLANKET.
3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
EC-4A, EC-4B
EC-2
1.
2.
4.
3.
6.
5.
7.
THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE
CONSIDERED THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPDES
GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY
AS IDENTIFIED UNDER SECTION 327-IAC-15-5 OF THE INDIANA ADMINISTRATIVE CODE. HOWEVER,
SITE CONDITIONS, CONSTRUCTION METHODS, SEQUENCING OF WORK AND GENERAL PRACTICE
MAY WARRANT VARIATION AND/OR ADDITIONS TO THE QUANTITIES AND LOCATIONS OF
MEASURES AS SHOWN.
UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON
SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION.
PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES, TREE PROTECTION
FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES.
IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES, ALL
EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED WEEKLY
TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE DEFICIENT SHALL BE
REPAIRED OR REPLACED IMMEDIATELY THEREAFTER.
THE CONTRACTOR SHALL MAINTAIN A STABLE CONSTRUCTION ENTRANCE AT ALL TIMES AND
SHALL MAKE EFFORTS TO MINIMIZE THE ACCUMULATION OF SOIL, MUD AND DEBRIS ON
ADJOINING ROADWAYS.
TEMPORARY SOIL STOCKPILES SHALL BE CONSTRUCTED IN A MANNER SUCH THAT PROPER
DRAINAGE OF THE SITE IS NOT IMPEDED. STOCKPILES SHALL BE CONTAINED WITHIN A
PERIMETER CONTROL MEASURE (I.E. SILT FENCE, STRAW BALES OR OTHER BARRIER) TO TRAP
SEDIMENT. STOCKPILES THAT WILL REMAIN IN EXCESS OF 6 MONTHS SHALL BE TEMPORARILY
SEEDED.
SYMBOLS FOR INLET PROTECTION MEASURES AND DITCH CHECKS ARE SHOWN LARGER THAN
ACTUAL SIZE.
TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO INSTALLATION OF SILT FENCE AND
COMMENCEMENT OF EARTHWORK OPERATIONS.
TO BE SODDED)
PLANTING BEDS AND AREAS
EXCLUDED AREAS SUCH AS
(SEE LANDSCAPE PLAN FOR
(20'W x 50'L) Minimum - EC-22
CONSTRUCTION ENTRANCE
TEMPORARY
6 INCHES OF 2"-3"
COARSE AGGREGATE
WITH MULCH
PERMANENT SEEDING
LINE TYPE / SYMBOL
EC-7
OUTLET PROTECTION
ROCK CHUTE
3.
1.
2.
4.
5.
7.
6.
9.
8.
12.
11.
15.
14.
13.
10.
BEFORE CONSTRUCTION, MARK PROJECT LIMITS AND ANY AREA WITH SUITABLE VEGETATION FOR
FILTER STRIPS IN PERIMETER AREAS.
INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
INSTALL INITIAL PERIMETER PRACTICES, INCLUDING PERIMETER SILT FENCE AND INLET PROTECTION
PRACTICES FOR EXISTING STORM STRUCTURES.
STRIP TOPSOIL IN AREAS OF TEMPORARY SEDIMENT BASINS. EXCAVATE SEDIMENT BASINS AND
INSTALL EMERGENCY SPILLWAYS AND PRIMARY DISCHARGE STRUCTURES. TEMPORARY SEED BASIN
SLOPES AND BOTTOM. CONSTRUCT DIVERSIONS TO DIRECT RUNOFF FROM SITE TO THE BASIN.
STRIP TOPSOIL, STOCKPILE QUANTITIES NECESSARY FOR COMPLETION OF THE PROJECT AND
REMOVE EXCESS FROM THE SITE. SEED STOCKPILES.
BEGIN MASS EARTHWORK. CONSTRUCT TEMPORARY DIVERSIONS TO DIRECT RUNOFF TO SEDIMENT
BASINS. INSTALL STORM SEWER OUTLETS FOR DRY DETENTION BASINS, COMPLETE GRADING OF
PONDS, INSTALL EROSION CONTROL BLANKETS AND SEED POND BANKS.
INSTALL SANITARY SEWER AND STORM SEWER SYSTEMS. INSTALL INLET PROTECTION AS INLETS ARE
INSTALLED.
COMPLETE MASS GRADING. SEED LOTS AND COMMON AREAS AS SHOWN ON PLAN.
INSTALL STONE BASE FOR ROADS AND DRIVES AS SOON AS GRADE IS ESTABLISHED.
INSTALL ROADS, CURBS, PAVEMENT AND FINISH BACKFILL. SEED RIGHT-OF-WAYS AND OTHER
DISTURBED AREAS NOT PREVIOUSLY SEEDED.
INSTALL UTILITIES.
FINISH PERIMETER AND COMMON AREA LANDSCAPING. SEED OR SOD AREAS PER PLAN.
PROVIDE EROSION AND SEDIMENT CONTROL DURING HOME SITE CONSTRUCTION. SEED AND SOD
HOME SITES PER PLAN.
REMOVE TEMPORARY EROSION CONTROL PRACTICES AFTER VEGETATION IS ESTABLISHED AND
PROJECT SITE IS PERMANENTLY STABILIZED.
MAINTAIN EROSION AND SEDIMENT PRACTICES THROUGHOUT THE DURATION OF THE PROJECT.
8.
SSD SSD SSD SSD SSD SSD SSD SSD SSD SSD SSD
SSD SSD SSD SSD SSD SSD SSD SSD SSD SSD
ST
1.5
830.00
1.5
826
826
824
BIOSWALE
BIOSWALE
825
825
825
825
SUBJECT TO THE APPROVAL OF
THE HAMILTON COUNTY HIGHWAY DEPT.
ENTRANCE
R=175.00'
(P & D)
L=4.27'
North Line of NW Quarter of Sec. 19 S89°05'16"W
783.77' (P & D)
S00°10'51"W - 502.10' (C)
501.95' (D)
S00°54'44"E
75.46' (D)
N90°00'00"E
386.39' (D)
386.45' (C)
N49°18'28"E
36.71' (D)
N34°01'44"E
59.82' (P & D)
N18°45'00"E
59.82' (P & D)
N03°57'34"E
59.87' (P & D)
N05°22'45"W
166.65' (P & D)
S72°03'23"W
28.56' (P & D)
N16°32'46"W
50.00'
(P & D)
S89°05'16"W 406.64' (D)
PROPOSED BANK BUILDING
(SEE ARCHITECTURAL PLANS FOR ACTUAL DIMENSIONS)
2.00
2.00
1.00
RETAINING WALL
3-SIDED ARCH
CULVERT
RIPRAP
OUTLET
PROTECTION
OVERFLOW
STRUCTURE
WATER QUALITY
BMP #1 - BIOSWALE
WATER QUALITY BMP #2
VEGETATED SWALE
APPROVED BY THE ENGINEER.
5.
6.
1.
2.
3.
4.
INDEX CONTOUR
INTERMEDIATE CONTOUR
POND TOP OF BANK
POND NORMAL POOL
HIGH POINT
POND BOTTOM
DESCRIPTION
TOP & BOTTOM OF WALL
STRUCTURE'S RIM ELEVATION
PIPE INVERT ELEVATION
ELEVATION
MATCH EXISTING
CURB AND
PAVEMENT SPOT GRADE
GROUND SPOT GRADE
H:V RATIO GRADE
GUTTER GRADE
C
G
805.50
805.00
1.00 %
3 :1
IE: 805.55
800
801
DESCRIPTION
F.F.E.
L.Pt.
H.Pt.
LOW POINT
SWALE
NOTE:
PRELIMINARY DEVELOPMENT PLANS
"NOT FOR CONSTRUCTION"
DETAILED CONSTRUCTION PLANS TO BE
SUBMITTED AT A LATER DATE.
UNDISTURBED
CHANNEL
L
PROPOSED
GRADE @ C
OF DRIVE
EXISTING
GRADE
PROPOSED 3-SIDED
ALUMINUM BOX CULVERT
(8'-9" SPAN BY 2'-6" RISE)
CONCRETE
STRIP FOOTING
-30 -20 -10 0 10 20 30
818
816
814
824
822
820 820
822
824
814
816
818
SSD SSD SSD SSD SSD SSD SSD SSD SSD SSD SSD
SSD SSD SSD SSD SSD SSD SSD SSD SSD SSD
ST
826.00
820.20
816.50
1.5
830.00
1.5
826
826
824
BIOSWALE
BIOSWALE
825
825
825
825
828.49
824.89
825.55
822.72
SUBJECT TO THE APPROVAL OF
THE HAMILTON COUNTY HIGHWAY DEPT.
ENTRANCE
822.50
819.5
R=175.00'
(P & D)
L=4.27'
North Line of NW Quarter of Sec. 19 S89°05'16"W
783.77' (P & D)
S00°10'51"W - 502.10' (C)
501.95' (D)
S00°54'44"E
75.46' (D)
N90°00'00"E
386.39' (D)
386.45' (C)
N49°18'28"E
36.71' (D)
N34°01'44"E
59.82' (P & D)
N18°45'00"E
59.82' (P & D)
N03°57'34"E
59.87' (P & D)
N05°22'45"W
166.65' (P & D)
S72°03'23"W
28.56' (P & D)
N16°32'46"W
50.00'
(P & D)
S89°05'16"W 406.64' (D)
PROPOSED BANK BUILDING
(SEE ARCHITECTURAL PLANS FOR ACTUAL DIMENSIONS)
817.00
816.40
816.60
45 LF OF ALUMINUM BOX
CULVERT (8'-9" SPAN BY 2'-6"
RISE) W/ ALUMINUM
HEADWALLS/WINGWALLS ON
CONCRETE STRIP FOOTINGS.
828.37
827.87
828.40
827.90 828.64
828.14
829.40
828.90
827.86
827.36
829.81
829.31
82892
828.42
829.21
828.71
828.46
827.96
828.45
827.95
827.56
827.06
M.E.
822.40
821.90
M.E.
M.E.
821.96
821.39
M.E.
M.E.
827.93
827.43
827.64
827.14
829.14
828.48
829.63
828.97
830.08
829.42
829.80
829.14
829.53
828.87
2.00
2.00
1.00
824.29
823.79
822.60
822.10
822.61
822.11
822.50
811.20
811.80
811.30
822.50
811.80
820.00
818.80
820.4
817.0
A A
THE NEAREST FOOT.
PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END
SECTIONS.
WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING VALVE BOX
COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE
ADJUSTED FLUSH WITH THE PROPOSED GRADE.
ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL
BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF
EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.
ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12
INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE.
PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR
INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION
UNLESS OTHERWISE SHOWN.
MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE
PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE
CASTING PER THE DETAILS.
10.
11.
12.
6.
7.
8.
9.
3.
4.
5.
1.
2.
6?
M
LATERAL Lat
PEDESTAL
BURIED TELEPHONE
AERIAL TELEPHONE LINE
TELEPHONE
HVAC
MANHOLE
METER
AREA LIGHTING
PARKING LOT LIGHTING
POWER POLE
TRANSFORMER
AERIAL ELECTRIC
BURIED ELECTRIC LINE
ELECTRIC
GAS VALVE
GAS METER
GAS LINE - SIZE AS SHOWN
GAS
SPRINKLER HEAD
FIRE DEPT. CONNECTION
POST INDICATOR VALVE (PIV)
BLOW OFF ASSEMBLY
AIR RELIEF VALVE
FIRE HYDRANT
METER
VALVES
FITTINGS
BENDS
FIRE LINE - SIZE AS SHOWN
WATERLINE - SIZE AS SHOWN
WATERLINE
CLEANOUT
SWALE / FLOW LINE
ROOF DRAIN / DOWNSPOUT
MANHOLE
END SECTION
INLETS
SUB-SURFACE-DRAIN - SIZE AS SHOWN
PIPE WITH SIZE AS SHOWN
INVERT ELEVATION
RIM ELEVATION
STRUCTURE NUMBER
STORM SEWERS
CLEAN OUT
LATERAL SIZE AS SHOWN
MANHOLE
FORCE MAIN
PIPE WITH SIZE AS SHOWN
INVERT ELEVATION
RIM ELEVATION
STRUCTURE NUMBER
SANITARY SEWERS
UTLITY DESCRIPTION LINE TYPE/SYMBOL
6? <
G
W
C.O.
C.O.
IE 821.50
825.50
'
S
D
E
HC
T
D.S.
825.50
200
IE 821.50
SEE EXISTING CONDITIONS PLAN FOR EXISTING UTILITY LEGEND.
EXISTING UTILITY LINE TYPES ARE NOTED WITHIN BRACKETS.
NOTES:
100
NOTE:
PRELIMINARY DEVELOPMENT PLANS
"NOT FOR CONSTRUCTION"
DETAILED CONSTRUCTION PLANS TO BE
SUBMITTED AT A LATER DATE.
SSD SSD SSD SSD SSD SSD SSD SSD SSD SSD SSD
SSD SSD SSD SSD SSD SSD SSD SSD SSD SSD
ST
826.00
820.20
816.50
830.00
826
826
824
BIOSWALE
BIOSWALE
11
8
8
CONNECT TO EXISTING
WATER LINE
6''Lat 6''Lat
6" PVC
6" SANITARY STUB
CONNECT TO EXISTING
SANITARY STUB. VERIFY
LOCATION AND DEPTH IN FIELD.
825
825
825
825
828.49
824.89
825.55
822.72
SUBJECT TO THE APPROVAL OF
THE HAMILTON COUNTY HIGHWAY DEPT.
ENTRANCE
822.50
819.5
PROPOSED BANK BUILDING
(SEE ARCHITECTURAL PLANS FOR ACTUAL DIMENSIONS)
817.00
816.40
816.60
45 LF OF ALUMINUM BOX
CULVERT (8'-9" SPAN BY 2'-6"
RISE) W/ ALUMINUM
HEADWALLS/WINGWALLS ON
CONCRETE STRIP FOOTINGS.
RELOCATE EXISTING
TRAFFIC POLE
IN CONCRETE WALKS. INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS
GREATER THAN 1.5 X THE WIDTH OF THE WALK.
UNLESS OTHERWISE SHOWN, PERMANENT SIGNS SHALL BE MOUNTED ON A SINGLE U-CHANNEL
DRIVE POST DRIVEN 42 INCHES BELOW GRADE. THE BOTTOM EDGE OF THE SIGN SHALL BE 6
FEET ABOVE THE NEAREST PAVEMENT EDGE ELEVATION.
<
THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN
OBTAINED FROM AGENCIES HAVING JURISDICTION OVER THE WORK PRIOR TO COMMENCING
CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL
PERMITS THAT HAVE NOT BEEN SECURED BY THE OWNER.
THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY STANDARDS AS ISSUED
BY THE U.S. DEPARTMENT OF LABOR OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION AS
SET FORTH IN FINAL RULE 29, PART 1926, WHERE SUCH REGULATIONS APPLY TO THE WORK.
ALL ELEVATIONS SHOWN WITHIN THESE PLANS ARE BASED UPON U.S.G.S. DATUM.
LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASED UPON INFORMATION
OBTAINED FROM UTILITY COMPANIES OR THEIR REPRESENTATIVES AND FIELD EVIDENCE OF
IMPROVEMENTS VISIBLE ON THE GROUND SURFACE. EXACT LOCATIONS OF UNDERGROUND
UTILITIES HAVE NOT BEEN VERIFIED. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND
REQUEST FIELD LOCATIONS OF SUCH WITHIN THE WORK AREA PRIOR TO COMMENCING
EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL REPORT ANY VARIATIONS FROM THE
LOCATIONS SHOWN THAT MAY PRESENT A CONFLICT WITH EXECUTION OF THE WORK TO THE
ENGINEER IN ADVANCE OF CONSTRUCTION.
THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES AND SHALL
PAY THE COST OF PROTECTION, RELOCATION, REMOVAL, CONNECTION, AND/OR
RECONNECTION OF UTILITIES AS NECESSARY FOR EXECUTION OF THE WORK.
MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES, SPECIFICATIONS,
LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS.
TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY
THE CONTRACTOR IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES. TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS AND SIMILAR
DEVICES IN USE AT NIGHT.
9.
10.
11.
4.
5.
6.
7.
8.
1.
2.
3.
7.
6.
5.
3.
4.
2.
1.
*&
1" = 30'
CU-1A
CU-8
CU-6
PA-4
PA-10
PA-1S
PA-1H
PA-1R
PA-2
PA-7
AC-1+AC-2
AC-4A + AC-5C
PA-2B
S20
S18
S17
S16
S15
S14
S13
S12
S11
S10
S9
S8
S7
S6
S1A
S2
S3
S4
S5
KEY BANK SIGN
CONCRETE JOINTS C - CONTROL E - EXPANSION K - KEYWAY
LANDSCAPE AREA - SEE LANDSCAPE PLAN
DUMPSTER ENCLOSURE WITH CONCRETE LANDING PAD
CURB RAMP
ACCESSIBLE PARKING SPACE WITH SIGN
PAVEMENT STRIPING
CONCRETE PAVEMENT SECTION
PAVEMENT SECTION WITHIN THE RIGHT-OF-WAY
HEAVY DUTY ASPHALT PAVEMENT SECTION
STANDARD DUTY ASPHALT PAVEMENT SECTION
CONCRETE COLLAR FOR CASTING WITHIN ASPHALT
CURB RAMP
COMBINED WALK AND CURB
CURB END TRANSITION
STRAIGHT CURB
NOTE: SEE EXISTING CONDITIONS PLAN FOR EXISTING SITE FEATURES LEGEND.
10
PARKING SPACE COUNT
.
?
KEY SITE PLAN DESCRIPTION
LINE TYPE/
SYMBOL
DETAIL
REFERENCE
CONCRETE SIDEWALK PA-3
NO PATTERN
8" HIGH CHAIRBACK CURB AND GUTTER
BICYCLE PARKING
S19 10' CONCRETE WALL
BL-1
NOTE:
PRELIMINARY DEVELOPMENT PLANS
"NOT FOR CONSTRUCTION"
DETAILED CONSTRUCTION PLANS TO BE
SUBMITTED AT A LATER DATE.
AC-6
DU-1
IMPERVIOUS SITE COVERAGE = 45.9%
S21 10' ASPHALT PATH
S1 6" HIGH CHAIRBACK CURB AND GUTTER CU-1
830.00
BIOSWALE
BIOSWALE
11
8
8
SUBJECT TO THE APPROVAL OF
THE HAMILTON COUNTY HIGHWAY DEPT.
ENTRANCE
PROPOSED BANK BUILDING
(SEE ARCHITECTURAL PLANS FOR ACTUAL DIMENSIONS)
S5
S5 S18
S2
S12
S4
S16
S16
S16
S16
S12
S15
S2
S2
S2
S2
S2
S20
S12
S4
S12
S2
S6
S13
S14
S9
S9
S9
S9
S9
S9
S10
S8
S8
S8
S3
S12 TYP.
S12 TYP.
S3
S12
S19
S19
S19
S19
S2
S12
S21
S21
S21
S21
R20'
23.98'
R5.54'
R5'
R10'
R5'
24'
R5'
R3'
48.67'
R24'
23.83'
19'
TYP.
9.5'
TYP.
94.8'
70.6'
15'
115.5'
R50'
14.42'
R4.72'
61.33'
70'
15'
LANDSCAPE
BUFFER
LANDSCAPE
BUFFER
28.07'
R5'
R76.5'
208.29'
20'
20'
R5'
R16'
S1A
S1A
S12
S12
S1A
S9
S19
S19
MATCH EXISTING
SCREEN WALL
PS
DRIVE-THRU CANOPY
66.67'
80.41'
TRANSFORMER
HVAC UNITS
SCREEN WALL
PARCEL AREA = 2.05-AC
PAVEMENT AREA = 0.72-AC
BUILDING AREA = 0.13-AC
LOT COVERAGE = 0.85-AC
LOT COVERAGE = 41.5 %
42.17'
23.67'
+5
6 70
0809:
2 8)0 )
Township: +
$ ;*&&
Section: ";
County:
"$
Township:
Range:
City/Town:
Address:
%)
"+#%
<
,2++""+
=5 "#:>#$;>$&
' =
.
?/.
"
6/@6
"HOLEY MOLEY " SAYS CALL
AT LEAST TWO FULL
WORKING DAYS BEFORE
YOU DIG IT'S THE LAW
04-22-09
SCALE:
SHEET No.
FOR CALLS OUTSIDE OF INDIANA
CALL TOLL FREE
/?=
REV. DATE
KEY BANK AT GREYHOUND COMMONS
DEVELOPMENT PLANS
for
CARMEL, HAMILTON COUNTY, INDIANA
DESCRIPTION
May 19, 2009 - 8:27am - Q: \Project\_2008Projects\20082134\Dwg\Engineering\DDs\C100.DWG
/
2 .
DATE:
EMH&T JOB NO.
2008-2134
USC&GS BENCHMARK V-42 AT 156TH ST. AND ABANDONED RR R/W. EL. = 885.00 (NGVD29).
CUT "X" ON CAPBOLT ON FIRE HYDRANT, NORTHWEST CORNER OF INTERSECTION OF
DANBURRY AND DUBLIN DRIVE IN SUBDIVISION EAST OF SITE. B.M. ELEVATION = 822.75
CUT "X" ON EAST BOLT ON BASE OF TRAFFIC SIGNAL POLE, SOUTHEAST CORNER OF
INTERSECTION OF LOWE'S WAY AND 146th STREET. B.M. ELEVATION = 832.03
"*&
1" = 40'
< 2
Total Impervious Area: &*$!%
.
?/.
?26
?
<
'
,2 6?,
A !%0%("+#% 0 80 %),08 0
<?
Parcel I:
Part of the North Half of the Northwest Quarter of Section 19, Township 18 North, Range 4 East in Hamilton
County, Indiana, more particularly described as follows:
Commencing at the Northeast corner of the North Half of the Northwest Quarter of said Section 19; thence
South 89 degrees 05 minutes 16 seconds West (bearings based on NAD 83 State Plane Coordinates-East
Zone) along the North line of the said Northwest Quarter 783.77 feet; thence South 00 degrees 54 minutes 44
seconds East 75.46 feet to the South right of way line of 146th Street; thence South 89 degrees 59 minutes
59 seconds West along said right of way line 137.13 feet to the Point of Beginning: Thence South 00 degrees
05 minutes 43 seconds West 228.66 feet; thence North 89 degrees 57 minutes 01 seconds West 127.17 feet;
thence South 45 degrees 04 minutes 21 seconds West 61.25 feet; thence South 00 degrees 05 minutes 43
seconds West 234.84 feet; thence South 90 degrees 00 minutes 00 seconds West 99.01 feet to the East right
of way line of Lowes Way; thence along said east line North 00 degrees 10 minutes 51 seconds East 502.10
feet to the South right of way line of 146th Street; thence along said south line North 89 degrees 05 minutes
16 seconds East 269.51 feet to the point of beginning. Containing 2.053 acres more or less.
S Project Site
C4.1 SITE DETAILS
NOTE:
PRELIMINARY DEVELOPMENT PLANS
"NOT FOR CONSTRUCTION"
DETAILED CONSTRUCTION PLANS TO BE
SUBMITTED AT A LATER DATE.
L1.1 LANDSCAPE DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL PLAN
C2.4
C2.3
.
*&$""&&&#
4
Project Site
Project Site
R=175.00'
(P & D)
L=4.27'
North Line of NW Quarter of Sec. 19
783.77' (P & D)
S00°10'51"W - 502.10' (C)
501.95' (D)
S00°54'44"E
75.46' (D)
N90°00'00"E
386.39' (D)
386.45' (C)
N49°18'28"E
36.71' (D)
N34°01'44"E
59.82' (P & D)
N18°45'00"E
59.82' (P & D)
N03°57'34"E
59.87' (P & D)
N05°22'45"W
166.65' (P & D)
S72°03'23"W
28.56' (P & D)
N16°32'46"W
50.00'
(P & D)
S89°05'16"W 406.64' (D)
830.00
826
826
824
BIOSWALE
BIOSWALE
11
8
8
825
825
825
825
SUBJECT TO THE APPROVAL OF
THE HAMILTON COUNTY HIGHWAY DEPT.
ENTRANCE
R=175.00'
(P & D)
L=4.27'
North Line of NW Quarter of Sec. 19
783.77' (P & D)
S00°10'51"W - 502.10' (C)
501.95' (D)
S00°54'44"E
75.46' (D)
N90°00'00"E
386.39' (D)
386.45' (C)
N49°18'28"E
36.71' (D)
N34°01'44"E
59.82' (P & D)
N18°45'00"E
59.82' (P & D)
N03°57'34"E
59.87' (P & D)
N05°22'45"W
166.65' (P & D)
S72°03'23"W
28.56' (P & D)
N16°32'46"W
50.00'
(P & D)
S89°05'16"W 406.64' (D)
PROPOSED BANK BUILDING
(SEE ARCHITECTURAL PLANS FOR ACTUAL DIMENSIONS)