HomeMy WebLinkAboutPacket for PCC 04-01-254306 W 96th Street
Carmel, IN 46410
Brief Description of work:
The building located at 4306 W 96th St has been sitting empty for a while and is owned by
Estes Realty.
After the fire that destroyed Jacquie's location at 9840 N Michigan Rd, she was blessed
enough to find this building and create a plan to convert it into a staple of the Carmel
community she has been involved with.
The building boasts 7,000 sq ft and will have an addition of a cooler storage area added to
the exterior. The color scheme of charcoal paint and teak color composite boards will
accent the exterior of this very busy 96th street interchange. Large windows incased in
matte black trim, with a very elegant sign denoting the home of Jacquie’s Gourmet Catering
highlighted in her signature gold will replace the worn sign on the front of the building.
Modern day LED wall packs will accent the exterior of the building providing light for the
night.
The interior will have a full kitchen and staff to continue to prepare the favorites people
have grown to know and love from Jacquie’s catering.
The interior will have 5 internal offices with modern glass doors and updated paint colors,
and reception area.
There is a tasting room, an administrative break area, 2 bathrooms, and a file room.
Storage will consist of linen storage, dry storage, food storage in the main area of the
building.
Our goal is to provide quality experience for patrons who want to hire us for their special
day or event.
We pride ourselves on quality workmanship with excellent customer support.
CONSTRUCTION PLANS FOR
JACQUIE'S GOURMET CATERING
4306 WEST 96TH STREET,
CARMEL, IN 46032
PARCEL 1:
PART OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON
COUNTY, INDIANA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A POINT ON THE SOUTH LINE OF SAID QUARTER SECTION BEING NORTH 88
DEGREES 56 MINUTES 05 SECONDS EAST (ASSUMED BEARING) 673.49 FEET FROM THE SOUTHWEST
CORNER THEREOF, SAID POINT BEING THE INTERSECTION OF SAID SOUTH LINE WITH THE EXISTING
CENTERLINE OF MICHIGAN ROAD: THENCE NORTH 20 DEGREES 41 MINUTES 53 SECONDS WEST
ALONG SAID CENTERLINE 180.55 FEET MEASURED (179.80 DEED); THENCE SOUTH 87 DEGREES 00
MINUTES 50 SECONDS WEST 339.53 FEET MEASURED (SOUTH 88 DEGREES 56 MINUTES 05 SECONDS
WEST 340 FEET DEED) TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUE
SOUTH 87 DEGREES 00 MINUTES 50 SECONDS WEST 269.70 FEET MEASURED (SOUTH 88 DEGREES
56 MINUTES 05 SECONDS 269.70 DEED) THENCE SOUTH 20 DEGREES 41 MINUTES 53 SECONDS EAST
PARALLEL WITH SAID CENTERLINE 95 FEET (DEED AND MEASURED); THENCE NORTH 88 DEGREES 56
MINUTES 05 SECONDS EAST PARALLEL WITH THE SOUTH LINE OF QUARTER SECTION 35.17 FEET
MEASURED (41.58 FEET DEED); THENCE SOUTH 20 DEGREES 41 MINUTES 53 SECONDS EAST
PARALLEL WITH SAID CENTERLINE 63.87 FEET MEASURED (50.16 FEET DEED) TO SAID SOUTH LONE;
THENCE NORTH 88 DEGREES 56 MINUTES 05 SECONDS EAST ALONG SAID LINE 181 FEET (DEED AND
MEASURED); THENCE NORTH 01 DEGREES 03 MINUTES 55 SECONDS WEST 158367 FEET MEASURED
(159.60 FEET DEED) TO THE POINT OF BEGINNING.
MONUMENTS WERE SET OR FOUND DURING THE COURSE OF THIS SURVEY, THOSE SET
IN THE GROUND ARE 5/8" REBAR WITH YELLOW PLASTIC CAPS STAMPED "WEIHE ENGR
0012", UNLESS OTHERWISE NOTED. MONUMENTS SET IN HARD SURFACED AREAS, SUCH
AS ASPHALT, ARE AS INDICATED ON THE DRAWING AND HAVE A WASHER STAMPED
"WEIHE ENGR 0012" WHERE POSSIBLE. THERE MAY BE 5/8" REBAR WITH RED PLASTIC
CAPS STAMPED "TRAVERSE", WOODEN STAKES, OR SPIKE NAILS FOUND ON OR NEAR
THE SUBJECT REAL ESTATE. THESE ARE WORKING POINTS AND SHOULD NOT BE
CONFUSED WITH MONUMENTS MARKING THE BOUNDARIES OF THE SUBJECT
PROPERTY. MONUMENTS FOUND AT OR NEAR THE DEED CORNERS, OR ALONG THE
DEED LINES OF THE SUBJECT REAL ESTATE ARE INDICATED ON THE DRAWING.
BECAUSE THE DIFFERENCE IS DEEMED INSIGNIFICANT, MONUMENTS WERE NOT SET IN
THOSE CASES WHERE A FOUND MONUMENT WAS NOT IN EXACT AGREEMENT WITH THIS
SURVEY, BUT WITHIN THE TOLERANCES REQUIRED FOR A CERTAIN CLASS OF SURVEY.
THE DIFFERENCE MAY BE SHOWN ON THE SURVEY TO ACCENTUATE THE UNCERTAINTY
OF THAT MONUMENT. IN THOSE CASES WHERE THE DIFFERENCE IS GREATER THAN THE
RELATIVE POSITIONAL ACCURACY OR UNCERTAINTY IN CONTROLLING MONUMENTS,
CAUTION SHOULD BE EXERCISED BEFORE MAKING ANY IMPROVEMENTS ALONG THE
LINES AFFECTED. THOSE UNCERTAINTIES CONSIDERED TO BE SIGNIFICANT ARE
DISCUSSED BELOW. THE MONUMENTS ESTABLISHED AT THE CORNERS OF THE
SUBJECT REAL ESTATE ARE WITHIN THE ACCEPTABLE RELATIVE POSITIONAL
SPECIFICATIONS FOR AN URBAN SURVEY, 0.07 FEET + 50 PPM AS DEFINED IN 865 IAC
1-12-7.
THE FOLLOWING ARE THE MONUMENTS FOUND OR RE-ESTABLISHED MARKING THE
CORNERS COMMON TO THE SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST.
SOUTHEAST CORNER SOUTHEAST QUARTER - HARRISON MONUMENT FOUND PER
HAMILTON COUNTY SURVEYOR TIE SHEETS
SOUTHWEST CORNER SOUTHEAST QUARTER - HARRISON MONUMENT FOUND PER
MARION COUNTY SURVEYOR TIE SHEETS
BENCHMARK INFORMATIONLAND DESCRIPTIONGENERAL NOTES
PLANS PREPARED FOR
ADAVIS LLC
2943 W ST. RD. 32
WESTFIELD, IN 46074
TELEPHONE: (219) 484-9669
CONTACT PERSON: TRAMPAS MARTIN
EMAIL: ADAVISGC@GMAIL.COM
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PLANS PREPARED BY
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, INDIANA 46280
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
CONTACT PERSON: BILL TERRY
EMAIL: BILLT@WEIHE.NET
1.THESE PLANS ARE BASED ON A SURVEY PREPARED BY WEIHE ENGINEERS DATED 09/14/2018. PRIOR TO
THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT THE IMPROVEMENTS EXIST AS
SHOWN ON THE SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE
OWNER/DEVELOPER'S CONSTRUCTION MANAGER AND THE ENGINEER OF ANY DEVIATIONS OR
OMISSIONS THAT MAY EFFECT THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
2.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.
3.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
4.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH
ALL RESPECTIVE UTILITIES.
5.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS.
6.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.
7.6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
8.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THIS PROJECT.
9.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS.
10.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
11.ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW
STORM SEWERS AND POSITIVE DRAINAGE PRESERVED.
12.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET
AND CONFORM TO APPLICABLE LOCAL STANDARDS.
13.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 #18057C0225G, DATED 11/19/2014.
14.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD
SURVEYS & PLAT FOR EXACT INFORMATION.
15.THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR
FISH AND WILDLIFE SERVICE; HAMILTON COUNTY, INDIANA, NATIONAL WETLANDS INVENTORY MAP
DATED 2000.
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Know what's below.
before you dig.Call
R
VICINITY MAP
NOT TO SCALE - PROJECT LOCATION
CITY OF CARMEL STANDARD NOTES
DESIGN DATA
EXISTING ZONING
B-2
ZONING OVERLAY
US 421 CORRIDOR
TOTAL ACREAGE
0.77 ACRES
BUILDING COVER RATIO
23.37%
BUILDING SQUARE FOOTAGE
8,225 SQUARE FEET
IMPERVIOUS COVER RATIO
67.53%
DISTURBED AREA
100%
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
BILL HOHLT
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
1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT
2.THESE PLANS COMPLY WITH ALL ADA REQUIREMENTS.
3.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL
BE THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
4.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS
DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY
DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE THE
PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE
PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL
BE BORNE BY THE DEVELOPER.
5.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
6.CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK IN THE RIGHT -OF-WAY. IN THE EVENT OF
CONFLICT WITH THE PROPOSED IMPROVEMENTS, RELOCATION OF THE DUAL DUCT BANK AND ALL
ASSOCIATED/APPURTENANT/ANCILLARY ITEMS SHALL BE THE SOLE RESPONSIBILILTY OF THE DEVELOPER SUBJECT TO
REVIEW AND APPROVAL BY THE CITY.
7.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.
Sheet List Table
Sheet Number Sheet Title
C0.0 TITLE SHEET
C0.5 GENERAL NOTES
C1.0 SURVEY
C1.1 SURVEY
C2.0 SWPP 1 DEMO PLAN
C3.0 SITE PLAN
C3.1 OVERALL SITE PLAN
C4.0 GRADING PLAN
C5.0 UTILITY PLAN
C6.0 LANDSCAPE PLAN
C7.0 LIGHTING PLAN
C8.0 SWPPP DETAILS
C8.1 DEVELOPMENT PLAN DETAILS
C8.2 LANDSCAPE PLAN DETAILS
EXISTING AREAS
TOTAL SITE = 0.74 AC.
DISTURBED = 0.77 AC.
PERVIOUS = 0.14 AC.
IMPERVIOUS = 0.63 AC.
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
E
JCT
E
C
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BUILDING SETBACK LINE
BOUNDARY LINE
CISTERN
DRINKING FOUNTAIN
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
CHILLED WATER MANHOLE
WATER MANHOLE
SPRINKLER CONTROL BOX
SPRINKLER CONTROL VALVE
SPRINKLER
SPIGOT
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
CISTERN
FDH
CW
W
SP
W
W
W V
G
VG
ELECTRIC METERE
LIQUID PROPANE GAS TANK
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE 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
C
ST
ST
SS
LIFT
SS
SS STUB
MARKER
SEPTIC
LP GAS
MW
BOL
PRK
DS
GP
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (3 HEAD)
PARKING LOT LIGHT (4 HEAD)
PARKING LOT LIGHT (2 HEAD)
HEAVY DUTY ASPHALT
CONCRETE PAVEMENT
RIGHT OF WAY PAVEMENT
C
JCT
C
DISTRIBUTION BOX
DBOX
ROW RIGHT OF WAY
BSL BUILDING SETBACK LINE
ESMT EASEMENT
EX.EXISTING
D&UE DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
GUT GUTTER
TC TOP OF CURB
INV INVERT
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
STANDARD DUTY ASPHALT
STONE
PAVEMENT
PROPOSED PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
SECTION LINE
FLOW LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
500
501
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
GRADE BREAK LINE
CHAIN LINK FENCE
BOARD FENCE
WROUGHT IRON FENCE
GUARD RAIL
HAND RAIL
FLOW LINE (EX.)
FARM FENCE
INDEX CONTOUR (EX.)
INTERMEDIATE CONTOUR (EX.)
500
501
SANITARY SEWER
STORM SEWER
EXISTING LINE TYPES
INCLUDED IN TOTAL IS THE LEGEND OF THE PLAT, SURVEY AND ALTA SURVEY.
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GENERAL NOTES
1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE OWNER
DURING BIDDING AND DURING CONSTRUCTION ACTIVITIES ALL ITEMS TO BE
REMOVED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY
MATERIALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY FOR THE
INSTALLATION OF THE NEW WORK.
2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING
UTILITIES PERTAINING TO THEIR PHASE OF WORK, AND TO VERIFY WHICH UTILITIES
WILL BE REMOVED BY UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY
THE UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR.
3.UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE RELOCATED AND/OR
CAPPED AND ABANDONED BEFORE CONSTRUCTION AT NO ADDITIONAL COST TO THE
OWNER.
4.ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY OF THE
DEMOLITION CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF THE SITE.
5.SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF THE SITE.
6.ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT ARE REMAINING. NO
UTILITY SERVICE SHALL BE INTERRUPTED DURING THE CONSTRUCTION PROCESS.
7.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE
RECORD SURVEYS AND PLATS FOR EXACT INFORMATION.
8.ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE NOT SHOWN ON THE
PLAN AS BEING REMOVED MAY BE DONE SO, AS LONG AS THE TREE(S) ARE
RELOCATED TO AN APPROVED ALTERNATIVE LOCATION ON SITE.
9.IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE
CONTACT THE ENGINEER BEFORE CONTINUING WORK.
EROSION CONTROL NOTES
10.ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND
LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS.
11.INSTALL SILT DIKE ALONG ALL DOWNSTREAM SLOPES.
12.THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN THE STREET.
EROSION CONTROL SPECIFICATIONS
13.THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT
FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE
PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE
EVENT THIS HAPPENS.
14.TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL REMAIN
UNALTERED IN EXCESS OF 15 DAYS.
15.PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE
ACHIEVED FINAL AND FINISHED GRADE.
16.PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER
POSSIBLE TO PREVENT TOPSOIL EROSION.
17.ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE
DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL
EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO
CONTINUE THEIR EFFECTIVENESS.
18.IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY
DORMANT SEEDING PROCEDURES SHALL BE USED.
19.DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER
APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT
INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR
CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING
UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED.
20.THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER.
21.FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE
PLANS.
22.PORTABLE TOILETS MUST BE ANCHORED.
GENERAL SITE 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 SITE PLAN DETAILS UNLESS OTHERWISE NOTED.
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.THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE
REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE
STATE DEPARTMENT OF TRANSPORTATION 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 STATE DEPARTMENT OF TRANSPORTATION REQUIREMENTS.
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.
22.ADJUST ANY STEEL MANHOLE LIDS IN THE PROPOSED SIDEWALK WITHIN THE RIGHT
OF WAY.
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 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.
23.WATER LINES TO BE BURIED BELOW THE FROST LINE PER LOCAL WATER COMPANY
STANDARDS.
GENERAL LANDSCAPE NOTES
1.IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN
SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT.
2.PROVIDE QUALITY, SIZE, GENUS, SPECIES, AND VARIETY FOR ALL PLANTS INDICATED,
COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD
FOR NURSERY STOCK", LATEST EDITION.
3.SUBMIT A LIST OF NURSERY SOURCES FOR ALL SPECIFIED PLANT MATERIAL
INDICATING THE SIZE, GENUS, SPECIES AND VARIETY. INCLUDE THE QUANTITY OF
PLANT MATERIAL TO BE PROCURED FROM EACH NURSERY.
4.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.
5.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE
REQUIRED FOR HIS PORTION OF WORK.
6.ANY EXISTING TREE(S) AND/OR PLANTINGS THAT MAY REQUIRE REMOVAL BUT ARE
NOT SHOWN ON THE PLAN AS BEING REMOVED SHALL BE PROTECTED AND BROUGHT
TO THE ATTENTION OF THE LANDSCAPE ARCHITECT TO DETERMINE IF TREE(S)
AND/OR PLANTINGS SHOULD BE 1)REMOVED, 2)SAVED AND INTEGRATED INTO THE
LANDSCAPE DESIGN, OR 3) RELOCATED.
7.CONTRACTOR TO REVIEW THE SWPPP SERIES PLANS FOR STABILIZATION
(SEEDING/SOD/MULCH) REQUIREMENTS.
8.PLANTING BEDS AND PLANT MATERIAL SHALL BE LOCATED AS INDICATED ON
LANDSCAPE PLAN. IN THE EVENT FIELD CHANGES OR CONDITIONS REQUIRE
MODIFICATION TO THE LANDSCAPE DESIGN, THE CONTRACTOR SHALL CONSULT
LANDSCAPE ARCHITECT AS TO PROPOSED MODIFICATIONS PRIOR TO PLANTING. THE
LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON
SITE IF NECESSARY.
9.ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK,
LATEST EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN.
10.PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. REMOVE AT
TIME OF FINAL ACCEPTANCE.
11.PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL
RESOURCES AND FREE FROM DISEASE OR HAZARDOUS INSECTS.
12.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR
TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE IN LOCATIONS
NOTED.
13.NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED WITHOUT APPROVAL OF
THE JURISDICTION HAVING AUTHORITY AND THE LANDSCAPE ARCHITECT. IF PLANTS
ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE
ARCHITECT PRIOR TO BID DATE IN WRITING. THE CONTRACTOR SHALL COMPENSATE
THE LANDSCAPE ARCHITECT FOR THE TIME REQUIRED FOR REVIEW AND INSPECTION
OF PROPOSED PLANT SUBSTITUTIONS BID AWARD.
14.ALL PLANT MATERIAL SHALL BE SPECIMEN QUALITY. SUBMIT COLOR PHOTOGRAPHS
OF PROPOSED PLANT MATERIAL TAKEN IN THE NURSERY WHERE THEY ARE
GROWING. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INSPECT PLANT
MATERIALS AT NURSERY OR CONTRACTOR YARD PRIOR TO DELIVERY TO THE SITE.
THE LANDSCAPE ARCHITECT MAY ALSO INSPECT AND APPROVED OR REJECTED
PLANT MATERIAL ON THE JOB SITE. IN THE EVENT PLANT MATERIAL IS NOT THE
SPECIFIED SIZE OR QUALITY, PLANTS WILL BE REMOVED AND REPLACED AT THE
CONTRACTORS EXPENSE.
15.PLANTS AND OTHER LANDSCAPE MATERIALS TO BE STORED ON SITE WILL BE PLACED
WHERE THEY WILL BE PROTECTED AND NOT CONFLICT WITH CONSTRUCTION
OPERATIONS.
16.COMPOST SHALL BE A WELL DECOMPOSED, STABLE, WEED FREE ORGANIC MATTER
SOURCE. IT SHALL BE DERIVED FROM: AGRICULTURAL, FOOD, OR INDUSTRIAL
RESIDUALS; BIOSOLIDS (TREATED SEWAGE SLUDGE); YARD TRIMMINGS;
SOURCE-SEPARATED OR MIXED SOLID WASTE. THE PRODUCT SHALL CONTAIN NO
SUBSTANCES TOXIC TO PLANTS AND SHALL BE REASONABLY FREE (< 1% BY DRY
WEIGHT) OF MAN-MADE FOREIGN MATTER. THE COMPOST WILL POSSESS NO
OBJECTIONABLE ODORS AND SHALL NOT RESEMBLE THE RAW MATERIAL FROM
WHICH IT WAS DERIVED.
17.SHRUB AND PERENNIAL BEDS SHALL BE PREPARED BY PLACING 3” OF APPROVED
COMPOST OVER PULVERIZED TOPSOIL AND ROTOTILLING TO A DEPTH OF 6”.
18.PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER
BEDS PRIOR TO MULCHING AT RATES SPECIFIED BY MANUFACTURER FOR EACH
VARIETY OF PLANT. PRE-EMERGENT HERBICIDE SHALL BE APPROVED BY THE
LANDSCAPE ARCHITECT PRIOR TO APPLICATION.
19.ALL TREE AND SHRUB 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 THE LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND
COLOR AND SHALL BE FREE OF STICKS, LEAVES, SOIL AND FOREIGN MATERIAL. NO
UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED.
20.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS AND PLANT MATERIAL UNTIL ALL
PUNCH LIST WORK HAS BEEN COMPLETED AND WRITTEN FINAL ACCEPTANCE BY THE
LANDSCAPE ARCHITECT OR OWNER. MAINTENANCE SHALL BEGIN IMMEDIATELY
AFTER EACH PLANT IS INSTALLED AND SHALL INCLUDE BUT NOT LIMITED TO,
WATERING, WEEDING, PRUNING, DISEASE AND INSECT CONTROL, MOWING,
RESETTING OF PLANTS TO PROPER GRADES OR UPRIGHT POSITION, AND ANY OTHER
PROCEDURE CONSISTENT WITH GOOD HORTICULTURAL PRACTICES.
21.ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE
YEAR FOLLOWING FINAL ACCEPTANCE AS DETERMINED BY LANDSCAPE ARCHITECT
OR OWNER. AT THE END OF THIS PERIOD, PLANT MATERIAL DETERMINED TO BE DEAD
OR UNSATISFACTORY BY LANDSCAPE ARCHITECT OR OWNER SHALL BE REPLACED
AT NO ADDITIONAL CHARGE BY THE CONTRACTOR.
22.IRRIGATION DESIGN BY OTHERS.
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CITY NOTES:
1.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS
THAT RESULTS IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE
LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF
PROPOSED RIGHT-OF-WAY LINE.
2.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGE ACROSS THE
FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE
BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS
NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE THE IMPROVEMENT
WIDENING, AUXILIARY LANES, MULTI-USE PLAN, AND ANY OTHER REQUIRED
IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COAST TO IMPROVE OR
REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE
DEVELOPER.
3.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED / REPAIRED TO THE
SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE
CONTRACTOR IS ENCOURAGE TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR
TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE
RIGHT-OF-WAY.
C1.0
C1.1
WEST 96TH STREET
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
W
W
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W
W
W
W
W
W
W
W
W
W
W
E(A)
E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)
S88°35'34"W 197.58'
N20°16'06"W 14.58'
S89°21'38"W 35.17'
N
2
0
°
1
6
'
2
0
"
W
9
3
.
9
0
'
S86°41'16"W 1.51'
N
2
0
°
0
9
'
1
2
"
W
1
0
2
.
6
9
'
N76°47'17"
E
2
8
0
.
0
7
'
N18°10'29"E 19.73'
N78°24'15"E 28.19'
N10°53'55"W 22.09'
N74°52'32
"
E
1
9
1
.
0
7
'
S71°41'3
5
"
W
2
1
5
.
3
4
'
S
1
8
°
3
5
'
4
4
"
E
1
5
4
.
0
0
'
S88°36'48"W 69.75'
G
G
G
GG
C
E
E
E
E
E
E
E
E
E
E
E
E
W
E
E
E
E
E
E
EE
E
E
E
E
E
11
IP
IP
IP
IP
SF
SF SF SF SF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
SFSF
SFSFSFSFSFSF
SF
SF
SFSFSFSFSFSFSF
S
F
SFSF
S
F
S
F
S
F
S
F
S
F
SD SD SD SD SD SD SD SD
2
3
11
41
4
8
5
14
4
16
4
15
6
7
7
9
7
7
12
10
D D D D D D
D
D
D
D
D
D
D
D
DD
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D
D
D
D
D
D
D D
D
D D D D D D D D
8
13
4
4
7
7
7
7
7
8
SITE PREPARATION / SWPPP PHASE 1
NOTES
1.INSTALL PERMIT POSTING AREA. 4" PVC TUBE WITH END CAPS
ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN
APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR
INSPECTORS.
2.INSTALL CONSTRUCTION ENTRANCE. REFER TO DETAIL ON SHEET
C103
3.INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C103
4.INSTALL SILT FENCE/DIKE. REFER TO DETAIL ON SHEET C103
5.LIMITS OF PROPOSED BUILDING
6.REMOVE EXISTING CONCRETE WALK(S) TO NEAREST JOINT (IF
APPLICABLE)
7.SAWCUT EXISTING PAVEMENT FULL DEPTH FOR REMOVAL
8.REMOVE EXISTING PAVING
9.SAWCUT EXISTING CURB FOR REMOVAL.
10.REMOVE EXISTING CURB.
11.REMOVE EXISTING PAINT MARKINGS.
12.REMOVE EXISTING TREE(S) AND VEGETATION.
13.MILL ECISTING ASPAHALT (SEE SHEET C3.0 FOR GRADING AND
OVERLAY)
14.PROTECT EXISTING UTILITIES DURING CONSTRUCTION
15.EXISTING BUILDING
16.STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA,
AND PORT-O-LET AS NEEDED.
EXISTING AREAS
TOTAL SITE = 0.74 AC.
DISTURBED = 0.77 AC.
PERVIOUS = 0.14 AC.
IMPERVIOUS = 0.63 AC.
SWPPP PHASE 1 LEGEND
- INLET PROTECTION - USE SUBSURFACE
INLET PROTECTION WITH OVERFLOW
CAPABILITY (DANDY SAC)
- CONSTRUCTION ENTRANCE
- STAGING AREA
- POSTING AREA - 4" PVC TUBE WITH END CAPS
ATTACHED TO PROJECT CONSTRUCTION SIGN
TO CONTAIN APPROVED CONSTRUCTION
DRAWINGS AND PERMITS FOR INSPECTORS.
- INSTALL COIR LOGS (GRASS AREA) OR SILT
DIKES (PAVEMENT AREA) AS SHOWN.
CONTRACTOR TO ADD ADDITIONAL MEASURES
AS CONSTRUCTION PHASING AND SITE
CONDITIONS DICTATE
- CONCRETE WASHOUT
- STOCKPILE AREA (TEMPORARY SEEDING
REQUIRED)
- SILT FENCE
- TREE PROTECTION
- LIMITS OF DISTURBANCE
SD
IP
SF
D
CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
ADAVIS LLC
2943 W ST. RD. 32
WESTFIELD, IN 46074
TELEPHONE: (219) 484-9669
CONTACT PERSON: TRAMPAS MARTIN
EMAIL:ADAVISGC@GMAIL.COM
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before you dig.Call
R
WEST 96TH STREET
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E(A)
E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)
S88°35'34"W 197.58'
N20°16'06"W 14.58'
S89°21'38"W 35.17'
N
2
0
°
1
6
'
2
0
"
W
9
3
.
9
0
'
S86°41'16"W 1.51'
N
2
0
°
0
9
'
1
2
"
W
1
0
2
.
6
9
'
N76°47'17"
E
2
8
0
.
0
7
'
N18°10'29"E 19.73'
N78°24'15"E 28.19'
N10°53'55"W 22.09'
S71°41'3
5
"
W
2
1
5
.
3
4
'
S
1
8
°
3
5
'
4
4
"
E
1
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4
.
0
0
'
S88°36'48"W 69.75'
G
G
G
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E
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E
E
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E
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E
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E
W
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FFE: 884.10
4
13.77'
5.
9
3
'
28
'
16'
10
'
1'
5'
PROPOSED
BUILDING
SF: 1120
FFE: 884.10
1
5
.
8
9
'
45.33'
R
4
4
'
9'
20'
5
31.59'25'
7
7.
5
9
'
1'
9'
12.4
6
'
8'
20'
P2
P7
P4
H3
B1
B2
S1
S2
S3
P5
P6
P4
P1
P5
P2
P3
P3
P4
P4
P4
P7
P1
H1
H1
H2
H3
H3
B4
B4
B5
B6
S3
S3
S4
P3
H3
P4
B7
B7
B7
B7
SITE PLAN NOTES
PAVEMENT
P1 BITUMINOUS PAVING FOR PARKING LOT (STANDARD DUTY
ASPHALT PAVEMENT SECTION) - 165#/SQ YD (1 1/2") BITUMINOUS
SURFACE OVER 275#/SQ YD (2 1/2") BITUMINOUS BINDER OVER 8"
COMPACTED AGGREGATE BASE #53 (100% STANDARD PROCTOR)
P2 CONCRETE SIDEWALK
P3 CONCRETE SIDEWALK RAMP WITH NON-SLIP SURFACE PER ADA
STANDARDS
2% MAXIMUM CROSS SLOPE (1.5% RECOMMENDED)
8.33% MAXIMUM RUNNING SLOPE (7.75% RECOMMENDED)
P4 MATCH EXISTING PAVEMENT
P5 1.5" MILL AND OVERLAY
P6 ASPHALT MULTI-USE PATH CONNECTION PER CITY STANDARDS
P7 PROPOSED HEAVY DUTY CONCRETE
HARDSCAPE
H1 MATCH EXISTING CURB
H2 CONCRETE PARKING BARRIER
H3 PROPOSED CONCRETE CURB
BUILDING ACCESSORIES
B1 EXISTING MAIN BUILDING
B2 PROPOSED BUILDING ADDITION
B3 PROPOSED FENCE (GATE TO BE DETERMINED) (SEE DETAIL ON
SHEET C5.1)
B4 8" BOLLARD
B5 TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS)
B6 BIKE PARKING
B7 LIGHTING POLE AND BASE
SIGNAGE & MARKINGS
S1 BOLLARD MOUNTED VAN ACCESSIBLE PARKING SIGN
(MIN HEIGHT TO BOTTOM OF SIGN 66" ABOVE PAVEMENT)
S2 VAN ACCESSIBLE PARKING AISLE
S3 PARKING STRIPE
S4 BOX TRUCK PARKING
S5 LOADING SPACE
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R
PROPOSED AREAS
TOTAL DISTURBED = 0.77 AC.
PERVIOUS = 0.25 AC.
IMPERVIOUS = 0.52 AC.
EXISTING AREAS
TOTAL SITE = 0.74 AC.
DISTURBED = 0.77 AC.
PERVIOUS = 0.14 AC.
IMPERVIOUS = 0.63 AC.
WEST 96TH STREET
U
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E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)
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before you dig.Call
R
WEST 96TH STREET
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E(A)
E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)
G
G
G
GG
E
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E
E
E
E
E
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E
E
W
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E
E
E
E
EE
E
E
E
E
E
FFE: 884.10
PROPOSED
BUILDING
SF: 1120
FFE: 884.10
GENERAL NOTES
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 #18057C0225G, DATED 11/19/2014.
EXISTING AREAS
PERVIOUS = 0.14 AC.
IMPERVIOUS = 0.63 AC.
PROPOSED AREAS
PERVIOUS = 0.25 AC.
IMPERVIOUS = 0.52 AC.
BENCHMARK DATA
SEE ALTA SURVEY
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.
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R
WEST 96TH STREET
FM
FM
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W
W
W
W
W
W
W
W
W
W
E(A)
E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)
G
G
G
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E
E
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E
E
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W
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EE
E
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E
E
E
FFE: 884.10
PROPOSED
BUILDING
SF: 1120
FFE: 884.10
SS1
SS2
SS3
SS3SS4
SS5
SS4
SS4
SS5
SS6SS7
SS4
E1
UTILITY PLAN NOTES
SANITARY SEWER NOTES
SS1 CONNECT PROPOSED 6" SANITARY SEWER LATERAL TO EXISTING
SANITARY SEWER MAIN. COORDINATE CONNECTION WITH MEP.
PROVIDE CLEANOUTS AS REQUIRED/SHOWN. VERIFY INVERTS ON
EXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUST
AS REQUIRED.
SS2 EXISTING 8" SANITARY SEWER.
SS3 PROPOSED SANITARY LATERAL CLEANOUT TYPE 1 (IN
LANDSCAPE AREAS WITHIN 3' OF BUILDING).
SS4 PROPOSED SANITARY LATERAL CLEANOUT TYPE 2 (IN PAVED
AREAS OUTSIDE OF 3' OF BUILDING).
SS5 PROPOSED SANITARY LATERAL CLEANOUT TYPE 3 (IN NON-PAVED
AREAS ONLY).
SS6 GREASE INTERCEPTOR, REFER TO PLUMBING PLANS FOR
DETAILS.
SS7 SAMPLING MANHOLE.
ELECTRIC NOTES:
E1 NEW LOCATION OF AC UNITS
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R
E#
WEST 96TH STREET
E(A)
E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)
G
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E
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E
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E E
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E
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FFE: 884.10
4
PROPOSED
BUILDING
SF: 1120
FFE: 884.10
5
7
EXISTING EVERGREEN TREES
CeC 5
IgC 10
CcL 6
QuC 4
SiS 4SiS3
TaR 1
TaR 4
CcL 3
SiS 1
CcL 14
CeC 7
TaR 3
TmT 5
QuC 4
IgC 6
TmT 4
IgC 5
TmT 8
TmT 5
EXISTING TREE
C4
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CARMEL, IN - LANDSCAPE ORDINANCE REQUIREMENTS
REQUIREMENT:REQUIRED:PROVIDED:
5.19-LS-01-F: BUFFERYARD
NORTH, EAST, WEST= A LEVEL (10' WIDE, 4 SHADE
TREES PER 100LF)
SOUTH= C LEVEL (15' WIDE, 7 ORNAMENTAL, 15
SHRUBS PER 100LF)
NORTH (120') - 5 TREES
EAST (115') - 5 TREES
WEST (93') - 4 TREES
SOUTH (271') - 19 ORN TREE,
41 SHRUBS
NORTH (120') - 5 TREES
EAST (115') - 5 TREES
WEST (93') - 4 TREES
SOUTH (271') - 19 ORN
TREE, 41 SHRUBS
5.19-LS-01-F STREET TREE
ONLY WHERE REDEVELOPED ALONG STREET ROW
N/A N/A
5.19-LS-01-F PARKING LOT PLANTING
IF 35% OF PARKING LOT IS ADDED / ALTERED. (EX 11
PARKING NEW 16 PARKING)
1 SHADE TREE, 5 SHRUBS PER 10 PARKING SPACES.
ALL PARKING SPACES MUST BE WITHIN 66' OF A
TREE. TREES MUST BE WITHIN 5' OF PARKING LOT.
3.93.B.421-OL LANDSCAPING STANDARDS
PARKING PERIMETER MINIMUM PLANTING: 3 SHADE
TREE, 1 ORNAMENTAL TREE, 30 SHRUBS PER 100'.
2 SHADE TREE, 8 SHRUBS
AND
61' OF NEW PARKING ALONG
ROW = 1.8 TREES, 18 SHRUBS
2 SHADE TREES, 10
SHRUBS
AND
SEE BUFFERYARD (19 ORN
TREES, 41 SHRUBS)
5.19-LS-01-F INNOVATIVE LANDSCAPE
AT LEAST 2 INNOVATE & ENVIRONMENTALLY
FRIENDLY APPLICATIONS.
MAJORITY NATIVE TREES
PLANT SCHEDULE
PLAN
KEY BOTANICAL NAME COMMON NAME SIZE QTY.B&B CONT.MATURE
SIZE
CANOPY DECIDUOUS TREES
TaR TILIA AMERICANA 'REDMOND'REDMOND AMERICAN
LINDEN 2" cal.8 X 75'T x
55'W
QuC QUERCUS COCCINEA SCARLET OAK 2" cal.8 X 70'T x
50'W
ORNAMENTAL TREES
CeC CERCIS CANADENSIS EASTERN REDBUD 6' ht.12 X 30'T x
35'W
SiS SYRINGA RETICULATA 'IVORY
SILK'JAPANESE TREE LILAC 6' ht.7 X 25'T x
20'W
EVERGREEN SHRUBS
IgC ILEX GLABRA 'COMPACTA'COMPACT INKBERRY HOLLY #3 22 X 4'T x 6'W
TmT TAXUS X MEDIA 'TAUNTON'TAUNTON YEW #3 22 X 4'T x 5'W
DECIDUOUS SHRUBS
CcL CARYOPTERIS X CLANDONENSIS
'LONGWOOD BLUE'BLUEBEARD #3 23 X 4'T x 4'W
LANDSCAPE LEGEND
HARDWOOD MULCHED LANDSCAPE BEDS
SEED / SOD
LANDSCAPE PLAN NOTES
QUANTITY
GtS 3
PLAN KEY
NOTES:
SEE SHEET C5.2 FOR PLANTING DETAILS
C7.0
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NOTES:
1.THE SWPPP INFORMATION SIGN MUST BE LOCATED
NEAR THE CONSTRUCTION EXIT OF THE SITE, SUCH
THAT IT IS ACCESSIBLE AND VIEWABLE BY THE
GENERAL PUBLIC, BUT NOT OBSTRUCTING VIEWS AS TO
CAUSE A SAFETY HAZARD.
2.ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A
CLEARLY READABLE CONDITION AT ALL TIMES
THROUGHOUT CONSTRUCTION AND UNTIL THE
NOTICE-OF-TERMINATION (NOT) IS FILED FOR THE
PERMIT.
3.CONTRACTOR SHALL POST OTHER STORM WATER
AND/OR EROSION AND SEDIMENT CONTROL RELATED
PERMITS ON THE SIGN AS REQUIRED BY THE
GOVERNING AGENCY.
4.SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC
RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY
THE GOVERNING AGENCY.
5.CONTRACTOR IS RESPONSIBLE FOR ENSURING
STABILITY OF THE SWPPP INFORMATION SIGN.
6.IN THE EVENT THAT THE GENERAL CONTRACTOR (GC)
DOES NOT HAVE A JOB TRAILER ONSITE DURING
CONSTRUCTION OR AT SUCH TIME THAT THE GC IS
SUBSTANTIALLY COMPLETE AND IS NO LONGER ONSITE
- PROVIDE A 4" PVC TUBE WITH END CAPS (SECURED TO
SIGN) TO CONTAIN THE APPROVED PLANS AND PERMITS
FOR INSPECTORS.
SWPPP INFORMATION SIGN
COPY OF
IDEM
NOTICE OF
SUFFICIENCY
SWPPP INFORMATION
DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP
DOCUMENTATION (BINDER AND SITE MAPS) ON THE SITE.
COPY
OF
DRAINAGE
APPROVAL
LETTER
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
INDIANA - (NO SCALE)
COPY OF NOI
CONSTRUCTION
STORMWATER
SIGNED
CERTIFICATION
SIGN TO BE CONSTRUCTED OF A RIGID MATERIAL, SUCH AS
PLYWOOD OR OUTDOOR SIGN BOARD. SIGN MUST BE
CONSTRUCTED IN A MANNER TO PROTECT DOCUMENTS FROM
DAMAGE DUE TO WEATHER (WIND, SUN, MOISTURE, ETC.).
"SWPPP INFORMATION" MUST BE DISPLAYED PROMINENTLY
ACROSS THE TOP OF THE SIGN, AS SHOWN IN THE DETAIL.
COPY OF
LEGAL
ADVERTISEMENT
NOTIFICATION OF
CONSTRUCTION
ACTIVITY
SEASONAL SOIL PROTECTION CHART
B
A
B
C D
E
F
G
**
PERMANENT
SEEDING
SODDING
MULCHING
METHOD
STABILIZATION
SOIL
SEEDING
DORMANT
SEEDING
TEMPORARY
A = KENTUCKY BLUEGRASS* 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE.
B = KENTUCKY BLUEGRASS* 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE.
C = SPRING OATS 3 BUSHEL/ACRE.
D = WHEAT OR RYE 2 BUSHEL/ACRE.
E = ANNUAL RYEGRASS 40 LBS/ACRE.
F = SOD (BLEND 3 IMPROVED VARIETIES).
G = STRAW MULCH 2 TONS/ACRE.
*/I/* IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER.
** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.
*KENTUCKY BLUEGRASS BLEND OF 3 IMPROVED VARIETIES.
REPLACEABLE SEDIMENT BAGS
WITH GEOTEXTILE FILTER FABRIC
LIFT HANDLES
STAINLESS
STEEL
CLAMPING
BAND
REAR CURB GUARD FLAP
WITH MAGNETIC TIE-DOWNS
ALL PRODUCTS MANUFACTURED
BY INLET & PIPE PROTECTION, INC
DISTRIBUTED BY ADS
WWW.INLETFILTERS.COM
(866) 287-8655 PH
(630) 355-3477 FX
INFO@INLETFILTERS.COM
STANDARD 2"
OVERFLOW
AREA
11 GAUGE STEEL SUSPENSION SYSTEM
TEMPORARY SEED
TABLE 1. TEMPORARY SEEDING SPECIFICATIONS
AUG. 1 - SEPT. 1
GERMAN MILLET
WHEAT OR RYE 150 LBS. 1 TO 1½ INCHES SEPT. 15 - OCT. 30
SPRING OATS 100 LBS. 1 INCH MARCH 1 - APRIL 15
ANNUAL RYEGRASS 40 LBS.¼ INCH MARCH 1 - MAY 1
40 LBS.1 TO 2 INCHES MAY 1 - JUNE 1
SUDANGRASS 35 LBS.MAY 1 - JULY 30
BUCKWHEAT 60 LBS. APRIL 15 - JUNE 1
CORN (BROADCAST)300 LBS.MAY 11 - AUG. 10
SORGHUM 35 LBS.MAY 1 - JULY 15
1 TO 2 INCHES
1 TO 2 INCHES
1 TO 2 INCHES
1 TO 2 INCHES
1. PERENNIAL SPECIES MAY BE USED AS A TEMPORARY COVER, ESPECIALLY IF THE AREA TO BE
SEEDED WILL REMAIN IDLE FOR MORE THAN ONE YEAR.
2. SEEDING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF SEEDING FAILURE. DATES
MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF THE PROJECT
SITE WITHIN THE STATE.
NOTES
1. MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN LIEU OF TEMPORARY SEEDING, PROVIDED THAT IT IS
APPROPRIATELY ANCHORED.
2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF
CONCENTRATED FLOW.
SEEDBED PREPARATION
1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS.
2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12
ANALYSIS FERTILIZER, OR EQUIVALENT.
3. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL WITH
A DISK OR RAKE OPERATED ACROSS THE SLOPE.
SEEDING
1. SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE FROM TABLE 1.
2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER SEED TO THE DEPTH SHOWN IN TABLE
1.
NOTES
1. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER
AFTER COMPLETING SEEDING OPERATIONS.
2. DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE.
3. IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.
3. APPLY MULCH AND ANCHOR IT IN PLACE.
MAINTENANCE
1.INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
2. CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY.
3. MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, FERTILIZE, AND APPLY 4. MULCH WHERE NECESSARY.
4. IF NITROGEN DEFICIENCY IS APPARENT, TOP-DRESS FALL SEEDED WHEAT OR RYE SEEDING WITH 50 POUNDS PER ACRE OF NITROGEN IN
FEBRUARY OR MARCH.
REFERENCE IN CHAPTER 7 PAGES 31-33 IN THE INDIANA STORM WATER QUALITY MANUAL
TEMPORARY SEED
TABLE 1. TEMPORARY SEEDING SPECIFICATIONS
SEED SPECIES1 RATE PER ACRE PLANTING DEPTH OPTIMUM DATES2
SEDIMENTATION/SILT FENCE
MAXIMUM LOAD SLOPE AND DISTANCE FOR
WHICH A SILT FENCE IS APPLICABLE
INSTALLATION
PREFABRICATED SILT FENCE
1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT
STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER
ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT.
2. EXCAVATE AN EIGHT-INCH DEEP BY FOUR-INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE.
3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF THE TRENCH.
4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF 12 INCHES
OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH.
5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH.
6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE.
NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE POSTS.
ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE.
MAINTENANCE
_ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
_ IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULD MEET
SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE.
_ REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN
CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE.
REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL
2-WOOD POST/STAKES WRAPPED
WITH SILT FENCE AND ROTATED AT
LEAST ONE FULL TURN TO SECURE
SILT FENCE END IN PLACE
SILT FENCE
SILT FENCE
POST
TO JOIN TO
ENDS OF TWO
FENCES.
EMBEDDED SILT FENCE MATERIAL MIN. 8"
INTO GROUND W/ 4" LAID ALONG BOTTOM OF
TRENCH. SOIL SLICING IN ACCORDANCE
WITH ASTM D 6462 8.2.2 IS ALSO
ACCEPTABLE.
GEOTEXTILE FABRIC LAID ON
DOWN SLOPE SIDE AND
BOTTOM OF TRENCH
8"X4" TRENCH TO BE BACKFILLED
AND COMPACTED
WOVEN FILTER FABRIC SILT
FENCE MATERIAL COVER
POST 2"X2" WOOD OR 1.33
LBS/FOOT STEEL 6' MAX.
SPACING
EMBEDDED SILT FENCE MATERIAL MIN. 8"
INTO GROUND W/ 4" LAID ALONG BOTTOM OF
TRENCH. SOIL SLICING IN ACCORDANCE WITH
ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE.
GEOTEXTILE FABRIC LAID
ON DOWN SLOPE SIDE AND
BOTTOM OF TRENCH
POST 2"X2" WOOD OR 1.33 LBS/FOOT
STEEL 8' MAX. SPACING
WIRE FENCE 14 GUAGE (MIN)-6" MESH
REQ'D. IN SWALES OR AREAS OF
CONCENTRATED FLOW
NONWOVEN FILTER FABRIC -
SECURE TO POSTS WITH 2" LATH
2-WOOD POST/STAKES WRAPPED
WITH SILT FENCE AND ROTATED
AT LEAST TWO FULL TURNS TO
PROVIDE A SECURE CONNECTION
8"X4" TRENCH TO BE
BACKFILLED AND COMPACTED
POSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POST
FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING
FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION.
LOAD SLOPE
LESS THAN 2%
2 TO 5%
5 TO 10%
10 TO 20%
MORE THAN 20%
MAX. DISTANCE ABOVE FENCE
100 FT.
75 FT.
50 FT.
25 FT.
15 FT.
WITHOUT WIRE SUPPORT WITH WIRE SUPPORT
(NO SCALE)
FLOW
FINISH GRADE
UNDISTURBED
GROUND
FLOW
FINISH GRADE
UNDISTURBED
GROUND
WOOD OR METAL
STAKES TO SECURE
THE STRAW BALES
(TWO PER BALE)
10 MIL. PLASTIC LINING
STRAW BALE (TYP)
SECTION LINE
STRAW BALE (TYP)
BINDING WIRE
WOOD OR METAL
STAKES (TYP) - 2 PER
BALENATIVE MATERIAL (OPTIONAL)
POLYETHYLENE LINING 10
MIL. EXTENDING OVER
BALES
(NO SCALE)TYPE "ABOVE GRADE
W/ STRAW BALES"
WOOD OR METAL
STAKES TO SECURE
THE STRAW BALES
(TWO PER BALE)
POLYETHYLENE LINING 10
MIL. EXTENDING OVER
BALES
METAL PINS OR STAPLES
TO SECURE THE
POLYETHYLENE LINING TO
THE STRAW BALES
METAL PINS OR STAPLES
TO SECURE THE
POLYETHYLENE LINING
TO THE STRAW BALES
CONCRETE
WASHOUT
WOOD POST 3"x3"x8'
BLACK LETTER 6" HEIGHT
3/8" TREATED
PLYWOOD 48"x24"
PAINTED WHITE
0.5" LAG SCREWS
INSTALLATION
1.UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION
PLAN TO INSTALL THE SYSTEM.
2.DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL
THE CONTAINMENT SYSTEM.
3.A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND
OTHER DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE
LINING.
4.INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING
SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED
SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL
TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING
SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS.
5.PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO
CONSTRUCTION EQUIPMENT AND OTHER TRAFFIC.
6.PLACE A NON-COLLAPSING, NON-WATER HOLDING COVER OVER THE WASHOUT
FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF
WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL).
7.INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS.
8.POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED
LOCATIONS.
9.WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS APPROACH PAD FOR
CONCRETE WASHOUT SYSTEMS.
10.USE A 10 MIL. POLYETHYLENE LINED DUMPSTER AS AN ALTERNATE.
PLAN
1.ACTUAL LAYOUT DETERMINED IN
FIELD.
2.THE CONCRETE WASHOUT SIGN
SHALL BE INSTALLED WITHIN
30FT. OF THE TEMP. CONCRETE
WASHOUT FACILITY.
SECTION
CONCRETE WASHOUT
ALTERNATE
CONTRACTOR MAY USE A LINED (10 MIL. POLYETHYLENE) DUMPSTER FOR CONCRETE WASHOUT.
NOTE: DUMPSTER IS TO BE USED FOR CONCRETE WASHOUT ONLY. NO CONSTRUCTION WASTE
OR DEBRIS SHALL BE ALLOWED TO PREVENT TEARING OF THE LINER.
MAINTENANCE
1.INSPECT DAILY AND AFTER EACH STORM EVENT FOR LEAKS, SPILLS, TRACKING OF SOIL BY EQUIPMENT, AND THE
POLYETHYLENE LINING FOR FAILURE.
2.ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. EXCESS CONCRETE SHOULD BE REMOVED
WHEN THE WASHOUT SYSTEM REACHES 50 PERCENT OF THE DESIGN CAPACITY AND SHOULD NOT BE USED UNTIL
PROPERLY CLEANED OUT.
3.PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING, THE REMOVAL OF MATERIAL USUALLY DAMAGES IT.
4.REPAIR OR ENLARGE AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE.
5.IF LIQUIDS DO NOT EVAPORATE IT MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND DISPOSE OF THEM IN
AN ACCEPTABLE METHOD.
6.WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED THEY SHALL BE CLOSED AND HOLES, DEPRESSIONS
AND OTHER DISTURBANCES ASSOCIATED WITH THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED.
INSTALLATION
1.REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
2.GRADE THE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE.
3.INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE.
4.IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO
IMPROVE STABILITY.
5.PLACE AGGREGATE (INDOT CA NO. 2) TO THE DIMENSIONS AND GRADE SHOWN IN THE CONSTRUCTION
PLANS, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE.
6.TOP-DRESS THE DRIVE WITH WASHED AGGREGATE (INDOT CA NO.53).
7.WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE TEMPORARY
CONSTRUCTION INGRESS/EGRESS PAD TO A SEDIMENT TRAP OR BASIN.
MAINTENANCE
_ INSPECT DAILY.
_ RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
_ TOP-DRESS WITH CLEAN AGGREGATE AS NEEDED.
_ IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS.
_ FLUSHING SHOULD ONLY BE USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE CONVEYED
INTO A SEDIMENT TRAP OR BASIN.
REFERENCED IN CHAPTER 7 PAGE 22 AND 23 IN INDIANA STORM WATER QUALITY MANUAL.
WIDTH:
(A) - 12' MINIMUM OR FULL WIDTH
OF ENTRANCE/EXIT DRIVE,
WHICHEVER IS GREATER.
TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD
SMALL SITES - LESS THAN TWO ACRES (NO SCALE)
GEOTEXTILE FABRIC UNDERLINER
#2 STONE AGGREGATE
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CURB JOINT DETAIL
TOP OF CURB
PAVEMENT
TRANSVERSE EXPANSION JOINTS
TRANSVERSE CONTRACTION JOINTS
BOTTOM
OF CURB
(NO SCALE)
8' MIN. VAN
(5' MIN. CAR)8'8'
ACCESSIBLE PARKING SPACES
NOTE:
ALL PAINT TO BE BLUE NON-SKID SURFACE
APPLICATION OF CILICA SAND OR GLASS BEAD BY
METHOD OF MIXTURE AND OR BROADCASTING.
PROPOSED ADA SIGNS
(SEE SIGN DETAILS)
20
'
(NO SCALE)
NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT DISTANCE 10 FEET
FOR TANGENT SECTIONS AND 5 FEET FOR RADIUS SECTIONS.
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4"
TOPSOIL
PAVEMENT
(NO SCALE)
CURB DETAIL
NOTE:
12"X18" 18 GAUGE HOT DIP GALVANIZED NON-REFLECTIVE SIGN .
ACCESSIBLE SIGNS
(NO SCALE)
RESERVED
PARKING
1" RAD.
ALL CORNERS
R7-8 R7-8P
VAN
ACCESSIBLE
NOTE:
WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH
DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A
VAN ACCESSIBLE (R7-8P) PLAQUE SHALL BE MOUNTED BELOW THE R7-8
SIGN. THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A
WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE
BACKGROUND. THE R7-8P PLAQUE SHALL HAVE A GREEN LEGEND AND
BORDER ON A WHITE BACKGROUND.ACCESSIBLE PARKING
SYMBOL DETAIL
10" DIA.
1"
18"R
7"
NOTE:
ALL STRIPES TO BE PAINTED WHITE.
MINIMUM = 3"
SPECIAL = 4"
(NO SCALE)
5°
20°
MI
N
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=
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SP
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"
MINIMUM = 24"
SPECIAL = 36"NOTE:
BLUE BACKGROUND AND
WHITE BORDER ARE OPTIONAL
USE 6" PIPE BOLLARD FILLED W/
CONCRETE ONLY WHEN SIGN IS
IN PAVED AREA OR SIDEWALK
ACCESSIBLE SIGN BOLLARD
MOUNT DETAIL
ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION,
FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO
POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH
DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A VAN
ACCESSIBLE (R7-8P) PLAQUE SHALL BE MOUNTED BELOW THE R7-8 SIGN.
THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A WHITE
WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE BACKGROUND.
THE R7-8P PLAQUE SHALL HAVE A GREEN LEGEND AND BORDER ON A WHITE
BACKGROUND.
3 LBS./FT. GALVANIZED CHANNEL
SIGN POST PER INDOT STANDARD
SPECIFICATION SEC. 910.14.
(NO SCALE)
THIS SIGN
TYPICAL AT ALL
ACCESSIBLE
PARKING SPACES
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PARKING SPACES
PENALTY SIGN WITH
WORDING AS REQUIRED
BY STATE OR LOCAL LAW
SLOPE TOP
OF CONCRETE
GROUND/PAVING SURFACE
3500 P.S.I.
P.C. CONCRETE
12" X 6"
12" X 9"
RESERVED
PARKING
VAN
ACCESSIBLE
(R7-8P)
(R7-8)
INTEGRAL WALK AND CURB DETAIL
2.0% MAX. SLOPE
CLASS "A" CONCRETE
SCORE
PAVEMENT
1/8"RAD.
(NO SCALE)
VARIES (SEE PLANS)
1" RAD.
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
MIN. 4" COMPACTED
#53 STONE BASE
PAINT OSHA
YELLOW
SIDEWALK SECTION
- DRIVEWAY CROSSING
MIN. 4" COMPACTED
#53 STONE BASE OR
MATCH STONE SECTION
MIN. 6" CLASS "A"
CONCRETE OR MATCH
PAVEMENT SECTION
(NO SCALE)(NO SCALE)
TYPICAL
SIDEWALK SECTION
4" CLASS "A"
CONCRETE
1/2" PREFORMED JOINT FILLER
TRANSVERSE JOINT
TRANSVERSE JOINT
1/2" PREFORMED JOINT FILLER
1/2" PREFORMED JOINT FILLER
TRANSVERSE JOINT
TRANSVERSE JOINT
1/2" PREFORMED JOINT FILLER
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
MIN. 4" COMPACTED
#53 STONE BASE
6
'
-
0
"
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48
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P
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S
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N
J
O
I
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T
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(NO SCALE)
CURB TAPER DETAIL
END OF CURB
PAVEMENT
6" STANDING CURB
SECTION VIEW
PLAN VIEW
3'-0"6" STANDING
CURB TAPER
PAVEMENT
END OF CURB
1"
PARKING BARRIER
(NO SCALE)
PRECAST CONC. PARKING
BARRIER WITH 2-#3 REBARS
USE 4000 PSI CONC.
BEVELE
D
E
D
G
E
#5 REBAR 1'-6"
WITH 3/4" HOLE CAST
FACE OF
C
U
R
B
O
R
EDGE OF
A
S
P
H
A
L
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7 5/8"
0.5'
STANDARD DUTY ASPHALT PAVING SECTION
(NO SCALE)
6"-#53 AGGREGATE (INDOT)
2.5"-HMA 19.0MM BASE
1.5"- HMA 9.5MM SURFACE
PREPARED SUBGRADE COMPACTED PER INDOT
STANDARD SPECIFICATIONS. MAY REQUIRE
TREATMENT BEFORE PAVING.
HEAVY DUTY CONCRETE PAVING SECTION
8"-#53 AGGREGATE (INDOT)
8" CONC. (4000 PSI)
W/FIBER ADDITIVE
(NO SCALE)
PREPARED SUBGRADE COMPACTED PER INDOT
STANDARD SPECIFICATIONS. MAY REQUIRE
TREATMENT BEFORE PAVING.
WWF 6x6, W2.9xW2.9
1.5" DEPRESSED CONCRETE CURB & GUTTER
(NO SCALE)
COMPACTED SUBGRADE
CONCRETE/ASPHALT
PAVEMENT
WITHIN R/W
*
*
TYPICAL PAVEMENT MILLING
FULL DEPTH SAWCUT
EXISTING PAVEMENTEXISTING PAVEMENT
MILL EXISTING SURFACE
MINIMUM 24" WIDE - 1"- 1 1
2" DEPTH
ASPHALT
SECTION TO BE
REMOVED
1.0' MINIMUM
NEW CURB
24"
A-A
B-B
Section B-B Section A-A
Diagram 1: Bicycle Rack Type
Mounting Surface
Diagram 2: Bicycle Parking Location and Design
BICYCLE PARKING DETAIL
(NO SCALE)
10 9
a
b
c
d
8 7 6
e
f
g
h
10 9 8 7 6
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:
DR
A
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N
B
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:
CH
E
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D
B
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:
DA
T
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:
(NO SCALE)
CONC. CURB TURNDOWN FOR A.D.A. ACCESS
CONC. WALK TO BE 1/2" (MAX) ABOVE
ASPHALT PARKING AREA TO ALLOW
FOR A.D.A. ACCESS.
GENERAL NOTES
1.IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT
THE LANDSCAPE ARCHITECT.
2.PROVIDE QUALITY, SIZE, GENUS, SPECIES, AND VARIETY FOR ALL PLANTS INDICATED, COMPLYING WITH APPLICABLE
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK", LATEST EDITION.
3.SUBMIT A LIST OF NURSERY SOURCES FOR ALL SPECIFIED PLANT MATERIAL INDICATING THE SIZE, GENUS, SPECIES AND
VARIETY TO LANDSCAPE ARCHITECT FOR APPROVAL. INCLUDE THE QUANTITY OF PLANT MATERIAL TO BE PROCURED FROM
EACH NURSERY.
4.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.
5.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK.
6.ANY EXISTING TREE(S) AND/OR PLANTINGS THAT MAY REQUIRE REMOVAL BUT ARE NOT SHOWN ON THE PLAN AS BEING
REMOVED SHALL BE PROTECTED AND BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT TO DETERMINE IF
TREE(S) AND/OR PLANTINGS SHOULD BE 1)REMOVED, 2)SAVED AND INTEGRATED INTO THE LANDSCAPE DESIGN, OR 3)
RELOCATED.
7.CONTRACTOR TO REVIEW THE SWPPP SERIES PLANS FOR STABILIZATION (SEEDING/SOD/MULCH) REQUIREMENTS.
8.PLANTING BEDS AND PLANT MATERIAL SHALL BE LOCATED AS INDICATED ON LANDSCAPE PLAN. IN THE EVENT FIELD
CHANGES OR CONDITIONS REQUIRE MODIFICATION TO THE LANDSCAPE DESIGN, THE CONTRACTOR SHALL CONSULT
LANDSCAPE ARCHITECT AS TO PROPOSED MODIFICATIONS PRIOR TO PLANTING. THE LANDSCAPE ARCHITECT RESERVES THE
RIGHT TO ADJUST PLANT LOCATIONS ON SITE IF NECESSARY.
9.ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION, AS SET FORTH BY
AMERICAN ASSOCIATION OF NURSERYMEN.
10.PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. REMOVE AT TIME OF FINAL ACCEPTANCE.
11.PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND FREE FROM DISEASE
OR HAZARDOUS INSECTS.
12.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE
FEELS MAY NOT SURVIVE IN LOCATIONS NOTED.
13.NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED WITHOUT APPROVAL OF THE JURISDICTION HAVING AUTHORITY
AND THE LANDSCAPE ARCHITECT. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE
ARCHITECT PRIOR TO BID DATE IN WRITING. THE CONTRACTOR SHALL COMPENSATE THE LANDSCAPE ARCHITECT FOR THE
TIME REQUIRED FOR REVIEW AND INSPECTION OF PROPOSED PLANT SUBSTITUTIONS BID AWARD.
14.ALL PLANT MATERIAL SHALL BE SPECIMEN QUALITY. SUBMIT COLOR PHOTOGRAPHS OF PROPOSED PLANT MATERIAL TAKEN IN
THE NURSERY WHERE THEY ARE GROWING. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INSPECT PLANT
MATERIALS AT NURSERY OR CONTRACTOR YARD PRIOR TO DELIVERY TO THE SITE. THE LANDSCAPE ARCHITECT MAY ALSO
INSPECT AND APPROVED OR REJECTED PLANT MATERIAL ON THE JOB SITE. IN THE EVENT PLANT MATERIAL IS NOT THE
SPECIFIED SIZE OR QUALITY, PLANTS WILL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE.
15.PLANTS AND OTHER LANDSCAPE MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL BE PROTECTED AND
NOT CONFLICT WITH CONSTRUCTION OPERATIONS.
16.COMPOST SHALL BE A WELL DECOMPOSED, STABLE, WEED FREE ORGANIC MATTER SOURCE. IT SHALL BE DERIVED FROM:
AGRICULTURAL, FOOD, OR INDUSTRIAL RESIDUALS; BIOSOLIDS (TREATED SEWAGE SLUDGE); YARD TRIMMINGS;
SOURCE-SEPARATED OR MIXED SOLID WASTE. THE PRODUCT SHALL CONTAIN NO SUBSTANCES TOXIC TO PLANTS AND SHALL
BE REASONABLY FREE (< 1% BY DRY WEIGHT) OF MAN-MADE FOREIGN MATTER. THE COMPOST WILL POSSESS NO
OBJECTIONABLE ODORS AND SHALL NOT RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED.
17.SHRUB AND PERENNIAL BEDS SHALL BE PREPARED BY PLACING 3” OF APPROVED COMPOST OVER PULVERIZED TOPSOIL AND
ROTOTILLING TO A DEPTH OF 6”.
18.PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS PRIOR TO MULCHING AT RATES
SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. PRE-EMERGENT HERBICIDE SHALL BE APPROVED BY THE
LANDSCAPE ARCHITECT PRIOR TO APPLICATION.
19.ALL TREE AND SHRUB 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 THE LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE FREE OF STICKS, LEAVES,
SOIL AND FOREIGN MATERIAL. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED.
20.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS AND PLANT MATERIAL UNTIL ALL PUNCH LIST WORK HAS BEEN COMPLETED
AND WRITTEN FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT OR OWNER. MAINTENANCE SHALL BEGIN IMMEDIATELY
AFTER EACH PLANT IS INSTALLED AND SHALL INCLUDE BUT NOT LIMITED TO, WATERING, WEEDING, PRUNING, DISEASE AND
INSECT CONTROL, MOWING, RESETTING OF PLANTS TO PROPER GRADES OR UPRIGHT POSITION, AND ANY OTHER
PROCEDURE CONSISTENT WITH GOOD HORTICULTURAL PRACTICES.
21.ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL ACCEPTANCE AS
DETERMINED BY LANDSCAPE ARCHITECT OR OWNER. AT THE END OF THIS PERIOD, PLANT MATERIAL DETERMINED TO BE
DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT OR OWNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE
CONTRACTOR.
3" LAYER OF SHREDDED
HARDWOOD MULCH
"V" DEFINES EDGE AND
HOLDS IN MULCH
PRE-EMERGENT
HERBICIDE
1
1
SCARIFY ALL SIDES OF
SHRUB PIT
B&B MATERIAL: REMOVE TOP 1/3 OF
BURLAP AS WELL AS ANY BINDERS
FROM AROUND TOP OF BALL
3 IN. DEEP HARDWOOD MULCH RING.
AGED WOOD CHIPS OR SIMILAR
MULCH. DO NOT PLACE MULCH IN
CONTACT WITH SHRUB STEM.
PREPARED PLANTING
SOIL. SEE NOTES.
UNDISTURBED
SUBGRADE
PRE-EMERGENT
HERBICIDE
MULCH
GENERAL NOTES:
1. TREE WRAPPING SHALL BE IN PLACE ONLY IN
MONTHS B/W OCTOBER 31 AND APRIL 1.
2. TREE WRAPPING TO BE PLACED ONLY ON TREES
WITH THIN BARK.
3. STAKE TREES ONLY IF THEY DO NOT REMAIN
PLUMB.
4. DO NOT HEAVILY PRUNE THE TREE AT PLANTING.
PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT
LEADERS, AND BROKEN OR DEAD BRANCHES. SOME
INTERIOR TWIGS AND LATERAL BRANCHES MAY BE
PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL
BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF
THE CROWN.
5. EACH TREE MUST BE PLANTED SUCH THAT THE
TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT
BALL. DO NOT COVER THE TOP OF THE ROOT BALL
WITH SOIL.
6. BACKFILL WITH EXISTING SOIL. WATER
THOROUGHLY TO ELIMINATE AIR POCKETS.
7. REMOVE TAGS AND LABELS.
STAKING PLAN
EDGE OF PLANTING PIT
ROOT BALL
STEEL STAKE
1
1 SCARIFY ALL SIDES OF TREE PIT.
TREE PIT BACKFILL.
EARTH SAUCER
TREE WRAPPING, SEE GENERAL NOTES.
3 IN. DEEP HARDWOOD MULCH RING. AGED WOOD
CHIPS OR SIMILAR MULCH. DO NOT PLACE MULCH IN
CONTACT WITH TREE TRUNK. MAINTAIN WEED-FREE
MULCH RING.
REMOVE ALL BURLAP AND BINDERS OR WIRE BASKETS
FROM ROOT BALL.
TREEGATOR OR EQUIV. PORTABLE DRIP IRRIGATION
BAG-NOT REQUIRED IF OPERATIONAL IRRIGATION
SYSTEM EXISTS-ONLY USE DURING MONTHS B/W
APRIL 1 AND OCTOBER 31.
TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH
FOOT PRESSURE SO THAT BALL DOES NOT SHIFT.
PLACE ROOTBALL ON UNEXCAVATED OR TAMPED
SOIL.
PRE-EMERGENT HERBICIDE
DO NOT CUT CENTRAL LEADER.
3 STAKES AND FLAGS. USE STEEL "T" POSTS AND
GALVANIZED #12 WIRE. PLACE 2-PLY RUBBER HOSE
ON WIRE AT ALL POINTS OF TREE CONTACT.
1
1 SCARIFY ALL SIDES OF TREE PIT.
TREE PIT BACKFILL.
EARTH SAUCER
3 IN. DEEP HARDWOOD MULCH RING. AGED WOOD
CHIPS OR SIMILAR MULCH. DO NOT PLACE MULCH IN
CONTACT WITH TREE TRUNK. MAINTAIN WEED-FREE
MULCH RING.
TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH
FOOT PRESSURE SO THAT BALL DOES NOT SHIFT.
PLACE ROOTBALL ON UNEXCAVATED OR TAMPED
SOIL.
REMOVE ALL BURLAP AND BINDERS OR WIRE BASKETS
FROM ROOT BALL.
PRE-EMERGENT
HERBICIDE
1" LAYER OF LAYER OF HARDWOOD MULCH
AROUND BASE OF PLANTINGS
3" LAYER OF HARDWOOD MULCH
BETWEEN PLANTS
PRE-EMERGENT
HERBICIDE
PREPARED
PLANTING BED
REMOVE
NON-BIODEGRADABLE
POTS
SEE PLANT SCHEDULE
F0R SPACING
SHRUB AND PERENNIAL BEDS SHALL BE PREPARED BY PLACING 3” OF
APPROVED COMPOST OVER PULVERIZED TOPSOIL AND ROTOTILLING
TO A DEPTH OF 6”.
SECTION PLAN
SUBGRADE
SUN & SHADE SEED MIXTURE
APPLICATION RATE: 3-4 lb./1,000 sq. ft.
TURF-TYPE PERENNIAL RYEGRASS 34%
FINE FESCUE 33%
SHAMROCK KBG 33%
***Sun & Shade Park Mix forms a durable turf for general use areas. Sun & Shade Park Mix will do well under a
wide range of maintenance levels and can be established in full sun to partially shaded conditions. Sun & Shade
Park Mix will provide turf with a fine texture, good mowing quality, and withstand moderate traffic. Sun & Shade Park
Mix will establish quickly for maximum competition against annual weeds.***
SHADE SEED MIXTURE
APPLICATION RATE: 4-5 lb./1,000 sq. ft.
CHEWINGS FESCUE 30%
CREEPING RED FESCUE 30%
HARD FESCUE 15%
TURF-TYPE PERENNIAL RYEGRASS - 1 VARIETY 15%
KENTUCKY BLUEGRASS 10%
***Shade Mix is formulated to provide a maximum level of tolerance to limited sunlight. The Fine Fescues are
recognized to be the most shade tolerant of the cool-season turf grasses. The premium varieties used in this mix
exhibit improved disease resistance and darker green color. This mix is recommended for areas with 25-65%
reduced sunlight (at least 4 hours per day is recommended) and will also provide good turf in areas of shade to sun
transition. The Perennial Ryegrass and Kentucky Bluegrass increase the traffic and wear tolerance of this mix.***
SOD NOTES
INSTALLATION
SOD SHOULD NOT BE INSTALLED DURING HOT WEATHER, ON DRY SOIL, FROZEN SOIL, COMPACTED CLAY,
LOOSE SAND OR GRAVELLY SUBSTRATE SOILS, AGGREGATE, OR PESTICIDE TREATED SOIL. THE IDEAL
TIME TO LAY SOD IS MAY 1 TO JUNE 1 OR SEPTEMBER 1 TO SEPTEMBER 30, ALTHOUGH IT CAN BE
INSTALLED AS EARLY AS MARCH 15 IF AVAILABLE OR JUNE 1 TO SEPTEMBER 1 IF IRRIGATED.
SITE PREPARATION
1.APPLY TOPSOIL IF EXISTING SOIL CONDITIONS ARE UNSUITABLE FOR ESTABLISHING VEGETATION.
2.GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE AND CREATE A SMOOTH, FIRM SOIL SURFACE.
3.WHERE APPLICABLE, USE A CHISEL PLOW, DISK, HARROW, OR RAKE TO BREAK UP COMPACTED SOILS
AND CREATE A FAVORABLE ROOTING DEPTH OF SIX TO EIGHT INCHES.
SOD BED PREPARATION
1.TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS.
2.IF SOIL PH IS TOO ACIDIC FOR THE GRASS SOD TO BE INSTALLED, APPLY LIME ACCORDING TO SOIL
TEST RESULTS OR AT THE RATE RECOMMENDED BY THE SOD SUPPLIER.
3.APPLY FERTILIZER AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE, APPLY 400 TO 600
POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT.
4.WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF SOIL WITH A DISK OR RAKE
OPERATED ACROSS THE SLOPE.
5.RAKE OR HARROW THE AREA TO ACHIEVE A SMOOTH FINAL GRADE AND THEN ROLL OR CULTIPACK THE
SOIL SURFACE TO CREATE A FIRM SURFACE ON WHICH TO LAY THE SOD.
LAYING THE SOD
1.INSTALL SOD WITHIN THIRTY-SIX HOURS OF ITS CUTTING.
2.STORE THE SOD IN A SHADED LOCATION DURING INSTALLATION.
3.IMMEDIATELY BEFORE LAYING THE SOD, RAKE THE SOIL SURFACE TO BREAK ANY CRUST. (IF THE
WEATHER IS HOT, LIGHTLY IRRIGATE THE SOIL SURFACE PRIOR TO LAYING THE SOD.)
4.LAY SOD STRIPS IN A BRICK-LIKE PATTERN.
5.BUTT ALL JOINTS TIGHTLY AGAINST EACH OTHER (DO NOT STRETCH OR OVERLAP THEM), USING A
KNIFE OR MASON'S TROWEL TO TRIM AND FIT SOD INTO IRREGULARLY SHAPED AREAS.
6.ROLL THE SOD LIGHTLY AFTER INSTALLATION TO ENSURE FIRM CONTACT BETWEEN THE SOD AND SOIL.
7.IRRIGATE NEWLY SODDED AREAS UNTIL THE UNDERLYING SOIL IS WET TO A DEPTH OF FOUR INCHES,
AND THEN KEEP MOIST UNTIL THE GRASS TAKES ROOT.
SLOPE APPLICATION
1.INSTALL THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO THE SLOPE.
2.WHERE SLOPES EXCEED A RATIO OF 3:1, STAPLE OR STAKE EACH STRIP AT THE CORNERS AND IN THE
MIDDLE.
CHANNEL APPLICATION
(SODDING PROVIDES QUICKER PROTECTION THAN SEEDING AND MAY REDUCE THE RISK OF EARLY
WASHOUT.)
1.EXCAVATE THE CHANNEL, ALLOWING FOR THE FULL THICKNESS OF THE SOD.
2.LAY THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO CHANNEL FLOW.
3.STAPLE OR STAKE EACH STRIP OF SOD AT THE CORNERS AND IN THE MIDDLE.
4.STAPLE JUTE OR BIODEGRADABLE POLYPROPYLENE NETTING OVER THE SODDED AREA TO MINIMIZE
THE POTENTIAL FOR WASHOUT DURING ESTABLISHMENT.
MAINTENANCE
1.INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS
UNTIL SOD IS WELL ROOTED.
2.KEEP SOD MOIST UNTIL FULLY ROOTED.
3.AFTER SOD IS WELL-ROOTED (TWO TO THREE WEEKS), MAINTAIN A PLANT HEIGHT OF TWO TO THREE
INCHES.
4.TIME MOWING TO AVOID RUTS IN TURF.
5.FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL SEASON
GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE-HALF IN EARLY FALL. FOR
WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING AND
ONE-THIRD IN MID-SUMMER.
CROSS SECTION
GAP
PERSPECTIVE VIEW
PERMANENT SEEDING NOTES
GRADING
1.GRADE THE SITE TO ACHIEVE PROPOSED GRADES AND POSITIVE DRAINAGE.
ADD TOPSOIL TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION.
SEEDBED PREPARATION
1.TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS.
2.APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE UPPER TWO TO FOUR INCHES OF SOIL.
IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT.
3.TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS THE SLOPE, TO WORK THE SOIL
AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL.
SEEDING
OPTIMUM SEEDING DATES: MARCH 1 TO MAY 10 OR AUGUST 10 TO SEPTEMBER 30
PERMANENT SEEDING DONE BETWEEN MAY 10 TO AUGUST 10 - SHALL BE IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM
SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING SHALL BE REQUIRED IF
ADEQUATE SURFACE COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF THE SOIL
SURFACE REMAINS WELL PROTECTED WITH MULCH.
1.APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER THE SEED TO A
DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL
CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF
SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.)
2.MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. USE EROSION CONTROL
BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS. REFER TO SWPPP PLANS EROSION CONTROL BLANKET
SPECIFICATIONS.
MAINTENANCE
1.INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL THE
VEGETATION IS SUCCESSFULLY ESTABLISHED.
2.CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR BLUISHGREEN SEEDLINGS WITH A
UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE.
3.CHECK FOR EROSION OR MOVEMENT OF MULCH.
4.REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE, RESEED, AND APPLY AND
ANCHOR MULCH.
5.IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL FERTILITY, MOISTURE CONDITION,
AND MULCH APPLICATION; REPAIR AFFECTED AREAS EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND
RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS.
6.IF VEGETATION FAILS TO GROW, TEST SOIL TO DETERMINE SOIL PH OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR
SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
7.IF ADDITIONAL FERTILIZATION OR SOIL AMENDMENTS ARE NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO
SOIL TEST RECOMMENDATIONS.
8.ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS.
9.FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL-SEASON GRASSES, APPLY
ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE HALF IN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY
ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING, AND THE REMAINING ONE-THIRD IN MIDDLE SUMMER.
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Scale: N.T.S.
SOD APPLICATION DETAIL1
Scale: N.T.S.
V-CUT LANDSCAPE BED EDGE DETAIL2
Scale: N.T.S.
GROUNDCOVER PLANTING3 Scale: N.T.S.
SHRUB PLANTING DETAIL6
Scale: N.T.S.
EVERGREEN TREE PLANTING DETAIL5
Scale: N.T.S.
TREE PLANTING DETAIL4
FINE FESCUE LINKS SEED MIX
BOTANICAL NAME COMMON NAME OZ./ACRE
NOTES:
LAWN SEED SHALL BE FRESH, CLEAN, DRY NEW - CROP COMPOSED OF VARIETIES, MIXED
PROPORTIONS, AND TESTED FOR MINIMUM PERCENTAGES OF PURITY AND AS SPECIFIED AS
FOLLOWS:
PERMANENT COVER:
FESTUCA COMMUTATE LONGFELLOW II CHEWINGS FESCUE 25.00%
FESTUCA OVINA SHEEPS FESCUE 25.00%
FESTUCA BREVIPILA CHARIOT HARD FESCUE 13.00%
FESTUCA RUBRA SHORELINE SLENDER CREEPING RED
FESCUE 12.00%
FESTUCA RUBRA SUBSPECIES RUBRA SR 5250 CREEPING RED FESCUE 13.00%
FESTUCA BREVIPILA GOTHAM HARD FESCUE 12.00%
SEEDING RATE FOR MIX:250 LBS/ACRE
***FINE FESCUE LINKS IS DESIGNED FOR LOW MAINTENANCE AREAS SUCH AS ROUGHS OR NATIVE
AREAS ON GOLF COURSES, ORCHARDS, ROADSIDES AND SLOPES. FINE FESCUE LINKS REQUIRES
MINIMAL FERTILIZATION AND IS ATTRACTIVE IN AN UN-MOWED STATE BECAUSE OF ITS VERY FINE
TEXTURE AND LOW MATURE PLANT HEIGHT. MOWING IS NECESSARY ONCE A YEAR TO REMOVE SEED
HEADS. FINE FESCUE LINKS CAN BE GROWN IN SUN OR SHADE AND HAS EXCELLENT WINTER
HARDINESS. ALL VARIETIES USED HAVE DARK GREEN COLOR AND IMPROVED DISEASE RESISTANCE AS
WELL AS ENDOPHYTE CONTENT WHICH AIDS IN STRESS TOLERANCE AND INSECT RESISTANCE.***
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24214
03-11-2025
mbh
90% CONSTRUCTION DOCUMENTS
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03.11.2025
24214
03-11-2025
mbh
90% CONSTRUCTION DOCUMENTS
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03.11.2025
24214
03-11-2025
mbh
90% CONSTRUCTION DOCUMENTS
EXTERIOR
ELEVATIONS
A201
EXISTING
1
NEW 36 SQ.FT. SIGN FACE IN EXISTING FRAME.
SIGN CONTRACTOR TO VERIFY IF INTERNALLY
ILLUMINATED
2
NEW TREX SIDING SEE FINISH SCHEDULE (DK1)
EXISTING STOREFRONT TO REMAIN.
33
NEW 4' X 7' INSULATED MTL. DOOR.
SEE DOOR SCHEDULE A601.
EXISTING ELECTRICAL PANEL TO REMAIN
EXISTING GAS TO REMAIN
EXISTING MECHANICAL UNITS. REPLACED WITH
NEW UNITS?
25567
BUILDING
NEW
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NEW D.S. TO CONCRETE SPLASH BLOCK
EXISTING
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NEW
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2 2
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9
DECKORATORS VOYAGE (SEDONA) SOLID
EDGE 5-1/2" W
SHERWIN WILLIAMS 7674 ( PEPPERCORN)
FLAT SEE A601 FOR MORE DETAIL.
9
9
9
TYP.
9 9
EXISTING DOOR TO REMAIN
EXISTING AIR HANDLING UNIT TO REMAIN.
SIGHTLINE 5'-0" ABOVE PAVEMENT
SIGHTLINE 5'-0" ABOVE PAVEMENT
SIGHTLINE 5'-0" ABOVE PAVEMENT
12
NEW LANDSCAPING SCREEN. SEE CIVIL FOR DETAILS.
DATE:
PROJECT:
42
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03.11.2025
24214
03-11-2025
mbh
90% CONSTRUCTION DOCUMENTS
EXTERIOR
ELEVATIONS
A202
NEW 36 SQ.FT. SIGN FACE IN EXISTING FRAME.
SIGN CONTRACTOR TO VERIFY IF INTERNALLY
ILLUMINATED
NEW TREX SIDING SEE FINISH SCHEDULE (DK1)
EXISTING STOREFRONT TO REMAIN.
NEW 4' X 7' INSULATED MTL. DOOR.
SEE DOOR SCHEDULE A601.
EXISTING ELECTRICAL PANEL TO REMAIN
EXISTING GAS TO REMAIN
EXISTING MECHANICAL UNITS. REPLACED WITH
NEW UNITS?
NEW
BOUNDARY
EXISTING
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NEW D.S. TO CONCRETE SPLASH BLOCK
8
NEW PAINT. SEE FINISH SCHEDULE (PT1)
DECKORATORS VOYAGE (SEDONA) SOLID
EDGE 5-1/2" W
SHERWIN WILLIAMS 7674 ( PEPPERCORN)
FLAT SEE A601 FOR MORE DETAIL.
999
9
9
10 11
EXISTING DOOR TO REMAIN
NEW LANDSCAPING SCREEN. SEE CIVIL FOR DETAILS
1110
10