HomeMy WebLinkAboutTAC Submittal 04-22-2016CARMEL
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PROJECT LOCATION
LOCATION MAPAREA MAP
ORIGINATING BENCHMARK - HAM 40
DESCRIPTION: DNR TABLET SET IN THE TOP OF A CONCRETE POST AT THE SOUTHEAST
CORNER OF THE INTERSECTION OF SHELBOURNE AND 146TH STREET.
ELEVATION: 906.08 NAVD 88
TEMPORARY BENCHMARK - MAG NAIL
A MAG NAIL IN A UTILITY POLE NEAR THE NORTHWEST CORNER OF THE PARCEL. THE
MAG NAIL IS SET ON THE SOUTHEAST SIDE OF THE UTILITY POLE AND 0.5 FEET ABOVE
GRADE.
ELEVATION: 900.32 NAVD 88
BENCHMARK INFORMATION
(INSTRUMENT #2015009469)
THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION NINETEEN (19), TOWNSHIP
EIGHTEEN (18) NORTH, RANGE THREE (3) EAST.
EXCEPT THE NORTH ONE-HALF (1/2) OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER
OF THE NORTHEAST QUARTER.
LAND DESCRIPTION
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND
APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO
STARTING CONSTRUCTION.
2.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING
CONSTRUCTION
3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH
ALL RESPECTIVE UTILITIES.
4.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS.
5.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL
RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN
DEPTH.
6.IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
7.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THIS PROJECT.
8.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS.
9.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
10.ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW
STORM SEWERS AND POSITIVE DRAINAGE PRESERVED.
11.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET
AND CONFORM TO APPLICABLE LOCAL STANDARDS.
12.THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY
SCALE ON FLOOD INSURANCE RATE MAP #18057C0205 G, DATED NOVEMBER 11, 2014.
13.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD
SURVEYS & PLAT FOR EXACT INFORMATION.
14.THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR
FISH AND WILDLIFE SERVICE; NATIONAL WETLANDS INVENTORY MAP.
GENERAL NOTES
CITY OF CARMEL PLANNING
ONE CIVIC SQUARE
CARMEL, IN 46032
ANGIE CONN / ALEXIA LOPEZ
TEL: 317/571-2417
CITY OF CARMEL ENGINEERING
ONE CIVIC SQUARE
CARMEL, IN 46032
JOHN THOMAS / ALEX JORDAN
TEL: 317/571-2441
CITY OF CARMEL BLDG SERVICES
ONE CIVIC SQUARE
CARMEL, IN 46032
JIM BLANCHARD
TEL: 317/571-2444
CITY OF CARMEL FIRE DEPARTMENT
TWO CIVIC SQUARE
CARMEL, INDIANA 46032
CHRIS ELLISON
TEL: 317/571-2600
CARMEL CITY UTILITIES
30 W MAIN ST, SUITE 220
CARMEL, INDIANA 46032
JOHN DUFFY
TEL: 317/571-2648
HAMILTON COUNTY SURVEYOR
ONE HAMILTON COUNTY SQUARE
SUITE 188
NOBLESVILLE, INDIANA 46060
TEL: 317/776-8495
HAMILTON COUNTY HIGHWAY DEPT
1700 SOUTH 10TH STREET
NOBLESVILLE, INDIANA 46060
TEL: 317/773-7770
HAMILTON COUNTY HEALTH DEPARTMENT
18030 FOUNDATION DR. SUITE A
NOBLESVILLE, INDIANA 46060
JASON LEMASTER
TEL: 317/776-8500
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
10701 NORTH COLLEGE AVENUE, SUITE A
INDIANAPOLIS, IN 46280-1098
RYAN HARTMAN
TEL: 317/844-9200
DUKE ENERGY
100 SOUTH MILL CREEK RD.
NOBLESVILLE, INDIANA 46060
TEL: 317/776-5352
COMCAST
9750 E. 150th STREET
SUITE 1600
NOBLESVILLE, INDIANA 46060
TEL: 317/776-4495
VECTREN GAS
P.O. BOX 1700
NOBLESVILLE, INDIANA, 46060
TEL: 317/776-5573
AT&T
5858 NORTH COLLEGE
INDIANAPOLIS, INDIANA 46220
TEL: 317/252-5168
OPERATING AUTHORITIES CITY OF CARMEL STANDARD NOTES
1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT
2.THESE PLANS COMPLY WITH ALL ADA REQUIREMENTS.
DESIGN DATA
EXISTING ZONING
S-1
ZONING OVERLAY
N/A
TOTAL ACREAGE
29.48 ACRES
NET ACREAGE
9.31 ACRES
BUILDING COVER RATIO
10%
BUILDING SQUARE FOOTAGE
40,656 SQUARE FEET
IMPERVIOUS COVER RATIO
23%
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PROJECT LOCATION
LOCATION MAP
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STEVEN SCOTT RUCKER P.E. 11300279
PLANS PREPARED BY
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, INDIANA 46280
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
CONTACT PERSON: ERIC CARTER
EMAIL: CARTERE@WEIHE.NET
PLANS PREPARED FOR
DAVID BIDGOOD
14350 SHELBORNE RD
CARMEL, IN 46074
TELEPHONE: (317) 339-8767
EMAIL: DAVID.BIDGOOD@BLUEGREENVACATIONS.COM
CONSTRUCTION PLANS FOR
STABLE AND RIDING ARENA
PROJECT ADDRESS
CARMEL, IN 46074
SHEET INDEX
Sheet Number Sheet Title
C001 TITLE SHEET
C101 SWPPP PHASE 1
C102 SWPPP PHASE 2
C103 SWPPP SPECS
C104 SWPPP DETAILS
C105 SWPPP DETAILS
C200 SITE PLAN
C201 SITE PLAN DETAILS
C300 GRADING PLAN
C302 DRAINAGE DETAILS
C402 MAINTENANCE OF TRAFFIC
C601 STORM PLAN AND PROFILE
C602 STORM PLAN AND PROFILE
C800 UTILITY PLAN
C801 UTILITY DETAILS
L100 LANDSCAPE PLAN
L201 LANDSCAPE DETAILS
146TH STREET
DAVID & BETH BIDGOOD
INST. NO. 2015009469
OVERBROOK FARMS
SEC. 1 INST. NO. PC 4,
SLIDE 161
OVERBROOK FARMS SEC. 2
INST. NO. 2014053278
OVERBROOK FARMS
SEC. 3 INST. NO.
2014053278
DAVID & BETH BIDGOOD
INST. NO. 2015009469
S89°43'27"W 656.65'
S0
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N89°42'35"E 1312.54'
146TH STREET
15' DRAINAGE
EASEMENT
20' ACCESS
EASEMENT
21
3
2
PROPOSED 30'
SANITARY SEWER
EASEMENT
P1
P1
P1
TYP
TYP
B2
P1
P1
P2
P2
P2
P2
P3
P4
P5P5
H1
H1
H2
H3
H3
H3
H3
H3
H4
B1
B2
A3
A2
A2
A2
A2
A2
A2
A2 A2A2
A2
A2
A2
A2
A1
A1
A1
A1
A1
A1
A1 A1
A1
A1
S1
S2
S5
TYP
S3
S4
P2
P2
A4
A4
A4
A4 A4
A4
S3
H5
H5
A4
A4
H6
TYP.
A3
C200
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SITE PLAN GENERAL NOTES
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR
VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM
THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO
STARTING CONSTRUCTION.
2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE
SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED
BY THE BIDDING CONTRACTORS.
3.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926,
SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET
IN DEPTH. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN
DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A
REGISTERED PROFESSIONAL ENGINEER.
4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND
CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS
PROJECT.
5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL STANDARDS.
6.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR
REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT
INFORMATION.
7.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE
CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE
PROJECT.
8.ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL
CURB OR FACE OF BUILDING.
9.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING
DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING
FROM THESE PLANS.
10.COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF
APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE
AS REQUIRED.
11.FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL
CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET.
12.± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED
ON ACTUAL FIELD LAYOUT COORDINATES.
13.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR
TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES
ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO
EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED
PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF
PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF
EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A
TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT
IS INDICATED TO JOIN EXISTING.
15.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS
ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE
DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS,
SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS
COMPLETE.
16.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE
PROPERTY CORNER MONUMENTS DURING CONSTRUCTION.
17.REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY
DETAILS.
18.REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE
NOTED.
SITE DATA
SITE CONSTRUCTION AREA = 29.48 AC
BUILDING AREA = 40,656 SF
PERCENT IMPERVIOUS = 7.6%
ZONING = S-1
FRONT YARD BUFFER = 40 FT
REAR YARD BUFFER = 15 FT
SIDE YARD BUFFER = 50 FT
PARKING REQUIRED:
PARKING REQUIREMENT: TBD
PARKING REQUIRED SPACES = TBD
PARKING DIMENSIONS = 9' x 20'
BIKE PARKING REQUIRED = TBD
PARKING PROVIDED:
24 - STANDARD SPACES
2 - ADA SPACES
26 - TOTAL SPACES
SITE PLAN NOTES
PAVEMENT
STANDARD DUTY ASPHALT PAVING
EDGE OF ASPHALT PAVING WITH THICKENED EDGE
HEAVY DUTY CONCRETE WITH 1' CHAMFERED CORNERS
STANDARD DUTY CONCRETE PAVING
MATCH EXISTING PAVEMENT
H1
H2
H3
H4
B1
B2
A1
A2
A3
S1
S2
S3
S4
S5
P1
P2
P3
P4
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
HANDICAPPED SPACE
GATE POST
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
SEPTIC TANK
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (2 HEAD)
CONCRETE PAVEMENT
DISTRIBUTION BOX
ROW RIGHT OF WAY
BSL BUILDING SETBACK LINE
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
12 PARKING COUNT
STANDARD DUTY ASPHALT
GRAVEL PATH
PAVEMENT
SITE PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
SECTION LINE
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STEVEN SCOTT RUCKER P.E. 11300279
HARDSCAPE
CONCRETE PARKING BARRIER
CONCRETE SIDEWALK
GRAVEL PATH WITH EDGING
PAVEMENT FLUSH WITH SIDEWALK
OUTDOOR ARENA. SEE ARCHITECTURAL PLANS FOR FENCE AND
GROUND COVER INFORMATION
PADDOCK. REFER TO ARCHITECTURAL PLAN AND COORDINATE WITH
OWNER
BUILDING ACCESSORIES
DUMPSTER ENCLOSURE
CONCRETE STOOP
ACCESSORIES
BOLLARD
LIGHT POLE AND BASE
GATE. COORDINATE WITH ARCHITECTURAL PLANS AND OWNER
REPAIR EXISTING PERIMETER FENCE AS NEEDED. CONNECT
FENCE TO PROPOSED GATE. COORDINATE WITH
ARCHITECTURAL PLANS.
SIGNAGE & MARKINGS
ADA PARKING SPACE
STOP SIGN
4" PAINTED WHITE SOLID LINES (TYP)
4" PAINTED WHITE SOLID LINE ISLAND
24" PAINTED WHITE STOP BAR
P5
A4
H5
H6
146TH STREET
OVERBROOK FARMS
SEC. 1 INST. NO. PC 4,
SLIDE 161
OVERBROOK FARMS SEC. 2
INST. NO. 2014053278
OVERBROOK FARMS
SEC. 3 INST. NO.
2014053278
EX.SANITARY MANHOLE
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
SA
N
SA
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SA
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SA
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SAN
SAN
SA
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SAN SAN SAN
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COM(U)COM(U)
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146TH STREET
15' DRAINAGE
EASEMENT
20' ACCESS
EASEMENT
PROPOSED 30'
SANITARY SEWER
EASEMENT
CD
CD
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MFPG 895.81
MLAG 903.35
MFPG 895.81
MLAG 902.25
GENERAL GRADING NOTES
1.CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND
DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL MEASURES TO BE
INSTALLED PRIOR TO EARTHMOVING ACTIVITIES.
2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD
SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS.
THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE
REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT
STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE.
3.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 AS NOTED IN THE GEOTECHNICAL REPORT.
4.AFTER STRIPPING TOPSOIL, PROOFROLL AREAS TO BE FILLED WITH A MEDIUM WEIGHT
ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL.
RECOMMENDATIONS FOR DRYING, AMENDING AND/OR REMOVAL OF ANY UNSUITABLE
MATERIAL WITHIN THE PROPOSED PAVED AND/OR BUILDING AREAS WILL BE DETERMINED AT
THE TIME OF CONSTRUCTION BY THE OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE.
5.TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL AND/OR PLANTING
AREAS TO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE.
6.WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE
ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL
MOISTURE OF SOILS. REFER TO GEOTECHNICAL REPORT AND/OR CONSULT WITH OWNER'S
GEOTECHNICAL TESTING REPRESENTATIVE FOR RECOMMENDATIONS.
7.FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR
OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER
DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN
LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE
CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY.
ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE
COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD
COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED
COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211.
8.MAXIMUM LAWN SLOPE IS 3:1.
9.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF
CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY
COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF
ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS
NOT GUARANTEED.
10.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS,
SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION
OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN
COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF
THE CONTRACTOR.
11.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
12.COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS.
13.ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR
CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS
GRADE. BUTT JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED
AND EXISTING PAVEMENT.
14.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF
PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
15.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A.
STANDARDS FOR WORKER SAFETY.
16.THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF
CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE
CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR
STOCKPILING, REMOVAL OR IMPORTING OF EARTH.
17.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION.
CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. ANY AREAS THAT
HOLD WATER MORE THAN 1/8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE
DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER OR ENGINEER.
18.ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN ACCORDANCE WITH
THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN.
19.VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE POSSIBLE
BETWEEN VERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE
AND SMOOTH TRANSITIONS.
20.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS
MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES,
WATER MAIN, AND STORM SEWERS IS 18" OR LESS.
21.ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM WATER
POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN.
GENERAL NOTES
1.THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD
AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE
PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD
INSURANCE RATE MAP #18057C0205 G, DATED NOVEMBER
11, 2014.
GRADING PLAN NOTES
INSTALL 5' x 10' x 1.5' REVETMENT RIP-RAP ON FILTER
FABRIC
VEGETATED SWALE. REFER TO DETAIL ON SHEET
C105
EXISTING AREAS
PERVIOUS = 0.0 AC.
IMPERVIOUS = 29.48 AC.
PROPOSED AREAS
PERVIOUS = 27.35 AC.
IMPERVIOUS = 2.13 AC.
DETENTION OUTLET
DISCHARGE SUMMARY
PEAK DISCHARGE (CFS)
RETURN PERIOD
10 YR.
100 YR.
0.93 1.16
ALLOWABLE ACTUAL
2.79 2.62
NET SITE ACREAGE (MINUS ROW)
OFF-SITE ACREAGE
DETENTION VOLUME REQUIRED
DETENTION VOLUME PROVIDED
9.31 ACRES
N/A
96,422 CF
136,227 CF
C300
W1
6
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6
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GUY ANCHOR
ELECTRIC JUNCTION BOX
GENERATOR
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
RIGHT OF WAY LINE
FENCE
BOUNDARY LINE
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
HANDICAPPED SPACE
GATE POST
STORM CLEANOUT
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (3 HEAD)
PARKING LOT LIGHT (4 HEAD)
PARKING LOT LIGHT (2 HEAD)
CONCRETE PAVEMENT
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TOC TOP OF CASTING
TC TOP OF CURB
GUT GUTTER
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
STANDARD DUTY ASPHALT
GRAVEL PATH
PAVEMENT
GRADING PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
EXISTING SPOT ELEVATION
CURB & GUTTER ELEVATION
PAVEMENT SPOT ELEVATION
GROUND SPOT ELEVATION
FLOW LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
OVERHEAD UTILITY
G G G
W W
E E E
C C C
OHU OHU
EMERGENCY FLOOD ROUTE
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTMSTM
CARMEL REQUIREMENTS
1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
2.DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES,
LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR
OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN
THE RIGHT-0F-WAY.
3.M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE
M.F.P.G. OF ALL STRUCTURES FRONTING A POND OR
OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE
ANY ADJACENT 100-YEAR LOCAL OR REGIONAL
FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR
ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW
WELLS, AND ANY OTHER STRUCTURE MEMBER
WHERE FLOOD WATERS CAN ENTER A BUILDING.
4.M.L.A.G. = LOWEST ADJACENT GRADE IS THE
ELEVATION OF THE LOWEST GRADE ADJACENT TO A
STRUCTURE WHEN THE SOIL MEETS THE
FOUNDATION AROUND THE OUTSIDE OF THE
STRUCTURE. (INCLUDING STRUCTURAL MEMBERS
SUCH AS BASEMENT WALKOUT, PATIOS, DECKS,
PORCHES, SUPPORT POST, OR PIERS, AND RIM OF
THE WINDOW WELL.
FLOW DIRECTION AND SLOPE
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before you dig.Call
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STEVEN SCOTT RUCKER P.E. 11300279
ORIGINATING BENCHMARK - HAM 40
DESCRIPTION: DNR TABLET SET IN THE TOP OF A
CONCRETE POST AT THE SOUTHEAST CORNER OF THE
INTERSECTION OF SHELBOURNE AND 146TH STREET.
ELEVATION: 906.08 NAVD 88
TEMPORARY BENCHMARK - MAG NAIL
A MAG NAIL IN A UTILITY POLE NEAR THE NORTHWEST
CORNER OF THE PARCEL. THE MAG NAIL IS SET ON THE
SOUTHEAST SIDE OF THE UTILITY POLE AND 0.5 FEET
ABOVE GRADE.
ELEVATION: 900.32 NAVD 88
1
2
146TH STREET
OVERBROOK FARMS
SEC. 1 INST. NO. PC 4,
SLIDE 161
OVERBROOK FARMS SEC. 2
INST. NO. 2014053278
OVERBROOK FARMS
SEC. 3 INST. NO.
2014053278
EX.SANITARY MANHOLE
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SA
N
SAN SAN SAN
E(
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E(
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146TH STREET
15' DRAINAGE
EASEMENT
20' ACCESS
EASEMENT
PROPOSED 30'
SANITARY SEWER
EASEMENT
STORM SEWER STRUCTURE DATA TABLE
STRUCTURE
NUMBER
100
101
102
201
202
203
204
205
206
207
208
209
210
211
STRUCTURE TYPE
???
MANHOLE
???
???
MANHOLE
MANHOLE
INLET TYPE A
INLET TYPE A
MANHOLE
INLET TYPE A
???
???
???
???
TOP OF
CASTING
888.13
896.00
888.08
901.40
902.16
901.80
901.90
903.00
903.27
902.75
896.74
898.50
896.74
897.32
CASTING
TYPE
???
NEENAH R-1642
???
???
NEENAH R-4342
NEENAH R-4342
NEENAH R-3405
NEENAH R-3405
NEENAH R-4342
NEENAH R-3405
???
???
???
???
INVERT
INV IN = 887.00(NE)
INV IN = 889.85(N)
INV OUT = 889.85(SW)
INV OUT = 890.00(S)
INV IN = 899.08(NW)
INV IN = 899.22(W)
INV IN = 899.53(N)
INV OUT = 899.10(SE)
INV IN = 899.86(N)
INV OUT = 899.76(E)
INV IN = 900.20(NE)
INV OUT = 900.10(S)
INV OUT = 900.50(SW)
INV IN = 899.96(NW)
INV OUT = 899.86(S)
INV OUT = 900.10(SE)
INV IN = 898.83(NE)
INV OUT = 899.25(SW)
INV IN = 898.50(NE)
INV OUT = 898.70(SW)
END SECTION
END SECTION
END SECTION
END SECTION
END SECTION
N/A
N/A
N/A
N/A
N/A
END SECTION N/A
END SECTION N/A
GENERAL UTILITY NOTES
1.THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND
LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL
CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN
CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
2.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE
LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE
VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS
EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE
SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED.
3.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS,
CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE
LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND
MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE
UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.
4.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY
AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES.
5.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH
O.S.H.A. STANDARDS FOR WORKER SAFETY.
6.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR
WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
7.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND
ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS
RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR
DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.
8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM /
SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARY
SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE
PVC.
9.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN
SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS.
10.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING
CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR
AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO
EXISTING CONDITIONS OR BETTER.
11.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER,
PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER
MANAGEMENT TO CONTROL MOISTURE OF SOILS.
12.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED
AREAS.
13.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT
AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
14.PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING
TAP CONNECTION.
15.CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND
FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE
WITH PLUMBING DRAWINGS.
16.COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES WITH
LOCAL UTILITIES.
17.COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC SERVICE, LIGHT
POLES, COMMUNICATION SERVICE AND IRRIGATION SYSTEM.
18.COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND
INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY.
19.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH
PLUMBING DRAWINGS.
20.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC/FIRE LINE
INSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION.
21.SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAL/COMMUNICATION
CONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN.
22.ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES
SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS.
UTILITY PLAN NOTES
SANITARY SEWER NOTES
CONNECT PROPOSED 6" SANITARY SEWER LATERAL TO EXISTING
SANITARY SEWER MANHOLE. COORDINATE CONNECTION WITH MEP.
PROVIDE CLEANOUTS AS REQUIRED/SHOWN. VERIFY INVERTS ON
EXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUST AS
REQUIRED.
EXISTING SANITARY SEWER MANHOLE. CREATE INTERNAL DROP FOR
PROPOSED LATERAL CONNECTION. REFER TO DETAIL ON SHEET
C801.
PROPOSED SANITARY LATERAL CLEANOUT TYPE 1 (IN LANDSCAPE
AREAS WITHIN 3' OF BUILDING). REFER TO DETAIL ON SHEET [C801].
PROPOSED SANITARY LATERAL CLEANOUT TYPE 2 (IN PAVED AREAS
OUTSIDE OF 3' OF BUILDING). REFER TO DETAIL ON SHEET [C801].
PROPOSED SANITARY LATERAL CLEANOUT TYPE 3 (IN NON-PAVED
AREAS ONLY). REFER TO DETAIL ON SHEET [C801]..
SS3
SS2
SS4
E1
E2
C1
SS5
SS1
C800
UT
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P
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ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
WATER MANHOLE
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
HANDICAPPED SPACE
GATE POST
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (2 HEAD)
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TOC TOP OF CASTING
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
UTILITY PLAN LEGEND
UTILITIES
ABBREVIATIONSOTHER
LINE TYPES
FLOW LINE
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
UNDERGROUND FIBER OPTICFOFO
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTMSTM
SUB SURFACE DRAIN
C2
ELECTRIC NOTES:
COORDINATE AND CONNECT BUILDING ELECTRICAL LINE FROM
SERVICE DROP LOCATION TO BUILDING. COORDINATE CONNECTION
WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS
REQUIRED.
BUILDING ELECTRICAL LINE POINT OF CONNECTION. COORDINATE
CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS.
ADJUST AS REQUIRED.
COMMUNICATION NOTES:
COORDINATE AND CONNECT BUILDING COMMUNICATION SERVICE
LINE(S) TO CONNECTION POINT AS SHOWN. ADJUST AS REQUIRED.
4" PVC CONDUIT TO BE INSTALLED WITH PULL STRINGS.
CONTRACTOR TO PROVIDE #6 GROUND WIRE AT THE D-MARC
LOCATION. 7 LINES ANTICIPATED FOR SERVICE. (4 PHONE, 1 DATA,
1 SECURITY, AND 1 FAX/MODEM)
COORDINATE CONNECTION WITH SITE DRAWINGS AND SERVICE
PROVIDER.
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STEVEN SCOTT RUCKER P.E. 11300279
146TH STREET
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DAVID & BETH BIDGOOD
INST. NO. 2015009469
OVERBROOK FARMS
SEC. 1 INST. NO. PC 4,
OVERBROOK FARMS SEC. 2
OVERBROOK FARMS
SEC. 3 INST. NO.
DAVID & BETH BIDGOOD
INST. NO. 2015009469
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
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N89°42'35"E 1312.54'
SAN
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146TH STREET
15' DRAINAGE
EASEMENT
20' ACCESS
EASEMENT
21
3
2
PROPOSED 30'
SANITARY SEWER
EASEMENT
EXISTING
PRESERVATION
AREA
EXISTING
PRESERVATION
AREA
CANOPY DECIDUOUS TREES
PLANT SCHEDULE
PLAN
KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY ROOT CONDITION
B & B BARE CONT
ON CENTER
SPACING
SPECIAL
INSTRUCTIONS
GtS
LT LIRIODENDRON TULIPIFERA
GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'SKYLINE HONEYLOCUST
TULIP TREE 2 1/2"
2 1/2"
X
X SEE PLAN
SEE PLAN X
X
8
5
MATURE SIZE
90'T x 50'W
45'T x 35'W
LsR LIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA'FRUITLESS SWEET GUM 2 1/2"X SEE PLAN X6 70'T x 30'W
BN BETULA NIGRA RIVER BIRCH 2 1/2"X SEE PLAN X8 70'T x 60'W
NS NYSSA SYLVATICA BLACK GUM 2 1/2"X SEE PLAN X6 50'T x 30'W
ZS ZELKOVA SERRATA 'VILLAGE GREEN'VILLAGE GREEN JAPANESE ZELKOVA2 1/2"X SEE PLAN X6 60'T x 50'W
DECIDUOUS SHRUBS
AaB ARONIA ARBUTIFOLIA 'BRILLIANTISSIMA'BRILLIANT RED CHOKEBERRY #3 X SEE PLAN MIN 18"48 3'T x 3'W
LANDSCAPE PLAN NOTES
SOD (ALTERNATE)- ALL SOD SHALL BE CERTIFIED GRADE CULTIVATED
GRASS SOD: OF "ADVENTURE BLEND" TURF TYPE TALL FESCUE (BY
GENERAL CONTRACTOR)
LANDSCAPE BED EDGE (TYP.)
MULCH
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GENERAL NOTES
1.IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE
LANDSCAPE DESIGNER.
2.ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS
SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND
SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH
OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED.
3.AN APPROVED PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY
MANUFACTURER FOR EACH VARIETY OF PLANT.
4.FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE DESIGNER BEFORE PLANTING OPERATIONS ARE TO
PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND
COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE.
ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT
LOCATIONS ON SITE.
5.NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL
NOTIFY LANDSCAPE DESIGNER PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT
IDENTIFICATION AT NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND
APPROVED OR REJECTED ON THE JOB SITE.
6.ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION, AS SET FORTH BY AMERICAN
ASSOCIATION OF NURSERYMEN.
7.PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION
OPERATIONS AND AS DIRECTED BY OWNER.
8.ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE
DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE
REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR.
L100
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R
A
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9. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK.
10.PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF
PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF
LANDSCAPE DESIGNER.
11.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT
SURVIVE IN LOCATIONS NOTED.
12.ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR 1 YEAR FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING, WEEDING,
CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS.
NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE GUYING AND STAKING FROM TREES.
13.CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER.
14.BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL
SHALL BE 100% EXISTING TOPSOIL. A 5-10-5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT
APPROVED RATES.
15.PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL
GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY
BE USED IN LIEU OF PLANTING MIX.
16.PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY.
17.PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND FREE FROM DISEASE OR
HAZARDOUS INSECTS.
18.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK.
UTILITIES ARE SHOWN TO BE APPROXIMATE. CALL UTILITY LOCATE PRIOR TO ANY PLACEMENT OF PLANT MATERIAL OR OTHER LANDSCAPE
MATERIAL.