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BUILDING #32609

6,305 SFONE-STORY

BUILDING #22605

5' 8'

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INSTALL 36"VALLEY GUTTER

INSTALL 36"VALLEY GUTTER

INSTALL 36"VALLEY GUTTER

INSTALL 36"VALLEY GUTTER

10'X20' CONCRETEDUMPSTER PADSCREENED ON 3SIDES (TYPICAL)

X

92'

9'

9'

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ASPHALTPAVING

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2-10'X20'CONCRETEDUMPSTER PADSSCREENED ON 3SIDES (TYPICAL)

10'X20' CONCRETEDUMPSTER PADSCREENED ON 3SIDES (TYPICAL)

9'

INSTALL CURBRAMP WITHTRUNCATEDDOMES

INSTALL CURBRAMP WITHTRUNCATEDDOMES

18'

R15'

16'

9'

AREALIGHT

NEW 10'CENTURYLINK

EASEMENT

NEW 10'CENTURYLINK

EASEMENT

NEW 10'CENTURYLINKEASEMENT

PROP. 10'ELECTRICEASEMENT

SITE UNDER CONSTRUCTION

(BY OTHERS)

SITE UNDER CONSTRUCTION(BY OTHERS)

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VA

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CONC.WHEELSTOP(TYP.)

HANDICAPSIGN (TYP.)

10' ELECTRICEASEMENT

(TO BE DEDICATED ASPUBLIC RIGHT OF WAY)

10' NON-ACCESSEASEMENT

LEGEND:

BC 50.00

TA 45.50

TC 45.50

SW

12RDCON

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GASUGE

SFSITE

Owner / Developer

SHEET INDEX

VENTURE PARTNERS I, LLCP.O. BOX 2575GREENVILLE, NC 27836PHONE: (252) 355-7355

Sheet No. C-1 Site Plan

Sheet No. C-2 Demolition Plan

Sheet No. C-3 Erosion Control Plan

Sheet No. C-4 Utilities Plan

Sheet No. C-5 Grading and Drainage Plan

Sheet No. C-6 Landscaping Plan

Sheet No. C-7 Details

Sheet No. C-8 DetailsSheet No. C-9 DetailsSheet No. C-10 Details

Survey (Gary S. Miller and Associates, P.A.) 1 Sheet

City

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License: P

-1199

Project Manager:

Drawn By:

Checked By:

Project Number:

Drawing Number:

15021

D-1057

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Vicinity MapSCALE: 1" = 1000'

0 30'15'30'

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C-1

SITESite Data

Parking Requirements:

General Notes: 1. CITY OF GREENVILLE DRIVEWAY APPROVAL PERMIT REQUIRED.

2. AN UNUSED DRIVEWAY MUST BE CLOSED IN ACCORDANCE WITH THE CITY OFGREENVILLE'S DRIVEWAY ORDINANCE.

3. CONTACT NORTH CAROLINA ONE-CALL CENTER, INC. (NC ONE-CALL) AT 811 TOHAVE ALL UNDERGROUND UTILITIES LOCATED AT LEAST 72 HOURS PRIOR TOEXCAVATING OR TRENCHING.

4. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF GREENVILLEMANUAL OF STANDARD DESIGNS AND DETAILS (MSDD) AND THE GREENVILLEUTILITIES MANUAL FOR THE DESIGN AND CONSTRUCTION OF WATER ANDWASTEWATER SYSTEM EXTENSIONS.

5. CONTRACTOR SHALL NOTIFY PUBLIC WORKS, STREET MAINTENANCE DIVISION48 HOURS PRIOR TO MAKING CONNECTIONS TO EXISTING STORM DRAINSLOCATED WITHIN PUBLIC STORM DRAINAGE EASEMENTS OR RIGHT-OF-WAY.

6. THIS PROPERTY IS LOCATED IN FLOOD ZONE X (AREAS DETERMINED TO BEOUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN) AS SHOWN ON THE FEMAFLOOD INSURANCE RATE MAP NUMBER 3720467800K, EFFECTIVE JULY 7,2014.

7. ELECTRIC AND TELEPHONE UTILITIES SHALL BE INSTALLED UNDERGROUND.

8. PAVEMENT SECTIONS ARE AS INDICATED ON PLAN SHEET C-2.

9. PROVIDE ALL NECESSARY SIGNAGE FOR HANDICAP PARKING.

10. PARKING LOT SHALL BE STRIPED IN ACCORDANCE WITH PLAN.

11. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.

12. REFER TO M.E.P. PLANS FOR COORDINATION OF BUILDING UTILITY SERVICES.

13. CONTRACTOR SHALL STOCKPILE TOPSOIL FOR USE IN LANDSCAPE AREAS.

14. STORMWATER MANAGEMENT FOR THIS SITE IS PROVIDED BY THE ADDISONPLACE REGIONAL STORMWATER MANAGEMENT PLAN.

15. THIS SITE DISTURBS MORE THAN 1 ACRE. EROSION CONTROL PLAN APPROVALIS REQUIRED.

16. REFUSE COLLECTION SHALL BE PROVIDED BY PRIVATE SERVICE.

17. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.

18. A REDUCED PRESSURE PRINCIPAL BACKFLOW DEVICE IS REQUIRED ON THEDOMESTIC WATER SERVICE.

19. SITE SHALL MEET ALL RELATED ACCESSIBILITY CODE REQUIREMENTS.

20. A RECOMBINATION PLAT SHALL BE RECORDED PRIOR TO ISSUANCE OF ABUILDING PERMIT.

TOTAL ACREAGE IN SITE: 3.25 AC.TAX MAP NUMBER: 4678TAX PARCEL NUMBER: 73962, 69690 - 69693CURRENT ZONING: MO (MEDICAL OFFICE)ACREAGE IN COMMON AREA: N/AACREAGE IN RECREATION AREA(S) AND THE LIKE: N/ATOTAL NUMBER OF UNITS / BEDROOMS: N/AGROSS FLOOR AREA: 29,380 S.FBUILDING LOT COVERAGE: 0% EXIST., 20.8% PROPOSEDBUILDING HEIGHT IN FT. & STORIES: 30' (1 STORY)TOTAL NO. OF PARKING SPACES REQUIRED: 98 SPACES (INCL. 4 HC)TOTAL NO. OF PROPOSED PARKING SPACES: 147 SPACES (INCL. 5 HC)TOTAL SQ. FEET OF EXIST. IMPERVIOUS AREA: 0 SFTOTAL SQ. FEET OF PROP. IMPERVIOUS AREA: 107,328 SFIMPERVIOUS AREA FOR PARKING: 77,948 SF

PARKING REQUIRED: OFFICE SPACE: 1 SPACE / 300 SF OF NON-STORAGE FLOOR AREA

29,380 SF @ 1 SPACE / 300 SF 98 SPACES

DB 3326, PG 607DB 3326, PG 609MB 67, PG 22MB 56, PG 101-101BSURVEY DATED JUNE 10, 2015 BY GARY S. MILLER &ASSOCIATES, PA ENTITLED BOUNDARY ANDTOPOGRAPHICAL SURVEY FOR LOT 1 ADDISON PLACE.

References:

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MELROSE DRIVE

W. 5th STREET - NC HWY. 43PUBLIC R/W VARIES - CURB VARIES

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(REMOVE)

REMOVE CURBAND GUTTER

REMOVE CURBAND GUTTER

PROTECT EXISTINGUTILITIES (TYPICAL)

PROTECT EXISTINGUTILITIES (TYPICAL)

REMOVE CURBAND GUTTER

LIMITS OFDISTURBANCE(3.4 ACRES)

PROTECT EXISTINGUTILITIES (EQUIPMENTSHALL REMAIN IN PLACE)

CONTRACTOR SHALL PROTECTEXISTING UNDERGROUNDCOMMUNICATION UTILITIES UNTILSUCH TIME THAT UTILITY OWNERCAN RELOCATE TO THE NEW 10'CENTURYLINK EASEMENT LOCATION

REMOVE CURBAND GUTTER

ABANDON EXISTINGWATER SERVICE INACCORDANCE WITHGUC STANDARDS

EXISTING FIRE HYDRANTTO BE RELOCATED

SITE UNDER CONSTRUCTION

(BY OTHERS)

SITE UNDER CONSTRUCTION(BY OTHERS)

REMOVECONCRETESIDEWALK

REMOVECONCRETESIDEWALK

PROTECTSIDEWALK(TYPICAL)

PROTECTSIDEWALK(TYPICAL)

LEGEND:

BC 50.00

TA 45.50

TC 45.50

SW

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SF

1. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER (NC 811) BYDIALING 811 OR 1-800-632-4949 AT LEAST 72 HOURS IN ADVANCE OF ANY LANDDISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND UTILITIESLOCATED PRIOR TO EXCAVATING OR TRENCHING.

2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATEPERMITS REQUIRED FOR DEMOLITION WORK.

3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/ORENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL,EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION ANDCONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.

4. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL ANDILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL, ELECTRICAL ANDMISCELLANEOUS STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTORTO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TOBIDDING ON THE DEMOLITION WORK FOR THIS PROJECT. IF CONDITIONSENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THANTHOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.

5. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTORAND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE WITHALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS.

6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWEDUNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCALAUTHORITIES.

7. ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE REMOVEDBY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. CONTRACTOR SHALLNOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED.

8. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTYCORNERS, AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED,CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR ATNO ADDITIONAL COST TO THE OWNER.

9. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHAREGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND UTILITIES.

10. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES INACCORDANCE WITH THE NCDOT STANDARDS, AND AS REQUIRED BY LOCALAGENCIES WHEN WORKING IN AND/OR ALONG STREETS, ROADS, HIGHWAYS, ETC.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL ANDCOORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED,EXTENT, AND LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAININGTRAFFIC CONTROL MEASURES.

11. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMSFROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES.

12. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTSWITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE.

13. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BEREMOVED SHALL BE PROTECTED.

Demolition Notes:

DEMOLITION

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58(2

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License: P

-1199

Project Manager:

Drawn By:

Checked By:

Project Number:

Drawing Number:

15021

D-1057

BCF

EW

BCF

RK Cons

ulting

Gro

up, P

LLC

Rev. 7/22/16

AD

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0 30'15'30'

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8,710 SFONE-STORY

BUILDING #42613

RD RD

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6,305 SFONE-STORY

BUILDING #22605

RD RD RD RD

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BRIG

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W. 5th STREET - NC HWY. 43PUBLIC R/W VARIES - CURB VARIES

PUBL

IC R

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RDFFE=33.25FFE=34.30

FFE = 34.35

FFE = 33.90

TEMP. GRAVELCONSTRUCTIONENTRANCE

LIMITS OFDISTURBANCE(3.4 ACRES)

ROCK INLETSEDIMENTTRAP (TYPICAL)

XX

ROCK INLET SEDIMENTTRAP (TYPICAL)

RD RD

PROTECTEXISTINGUTILITY(S)(TYPICAL)

ROCK INLET SEDIMENTTRAP (TYPICAL)

ROCK INLET SEDIMENTTRAP (TYPICAL)

NEW 10'CENTURYLINK

EASEMENT

SITE UNDER CONSTRUCTION

(BY OTHERS)

SITE UNDER CONSTRUCTION(BY OTHERS)

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RD RD RD RD RD

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EROSION CONTROL

SEED BED PREPARATIONLIME - 2 TONS PER ACREFERTILIZER (10-20-20) - 500 POUNDS PER ACRE

SEEDING MIXTURE:(JANUARY 1 - MARCH 31)COMMON BERMUDA GRASS (UNHULLED) - 20 POUNDS PER ACRERYE (GRAIN) - 25 POUNDS PER ACRE

(APRIL 1 - JULY 31)COMMON BERMUDAGRASS (HULLED) - 15 POUNDS PER ACREWEEPING LOVEGRASS - 5 POUNDS PER ACRECENTIPEDE - 8 POUNDS PER ACRE

(AUGUST 1 - DECEMBER 31)COMMON BERMUDA GRASS (UNHULLED) - 20 POUNDS PER CARETALL FESCUE - 60 POUNDS PER ACRERYE (GRAIN) - 25 POUNDS PER ACRE

SEED BED PROTECTION:STRAW MULCH - 2 TONS PER ACRE (VISUAL)ASPHALT TACK - 0.03 GALLONS PER SQUARE YARD

Permanent Seeding Schedule:

City

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3280

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NC

278

58(2

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NC

License: P

-1199

Project Manager:

Drawn By:

Checked By:

Project Number:

Drawing Number:

15021

D-1057

BCF

EW

BCF

RK Cons

ulting

Gro

up, P

LLC

Rev. 7/22/16

AD

DIS

ON

P

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C-3

0 30'15'30'

1 inch = ft30SCALE

Erosion Control Provisions 1. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE CITY OF GREENVILLE

ENGINEERING DEPARTMENT OF THE DATE THAT THE LAND DISTURBING ACTIVITY WILL BEGIN.

2. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROLMAY NOT PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE CITY.

3. SCHEDULING OF A PRE-CONSTRUCTION CONFERENCE WITH THE EROSION CONTROL INSPECTOR ISREQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES. FOR INSPECTION CALL (252) 329-4467.24 HOUR NOTICE IS REQUIRED.

4. INSTALL ROCK INLET SEDIMENT TRAPS AROUND ALL CATCH BASINS, DROP INLETS, AND YARD INLETS.

5. PROVIDE CLASS 'A' STONE CONSTRUCTION ENTRANCES AS SHOWN ON PLAN PER NCDOT 1607.01.

6. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAINEROSION FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OF ANY PHASE OF GRADING ONPERIMETER AREAS AND SLOPES STEEPER THAN 3:1. ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14DAYS.

7. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLYBASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP ALL EROSION CONTROL DEVICES INPROPER WORKING ORDER MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP TO $5000.00PER DAY OF VIOLATION.

8. THE CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURESSHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE.

9. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERALAND STATE WATER QUALITY LAWS, REGULATION AND RULES. IN ADDITION LOCAL CITY AND COUNTYORDINANCES OR RULES MAY ALSO APPLY TO THIS LAND DISTURBING ACTIVITY. APPROVAL BY THE CITYDOES NOT SUPERSEDE ANY OTHER PERMIT OR APPROVAL.

10. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING INSPECTIONS AND MAINTAINING INSPECTIONRECORDS IN ACCORDANCE WITH THE NPDES GENERAL PERMIT REQUIREMENTS.

11. PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONGWATERCOURSES IN THE NEUSE AND TAR RIVER BASINS. THESE RULES ARE ENFORCED BY THE DIVISIONOF WATER RESOURCES (DWR). DIRECT ANY QUESTIONS ABOUT THE APPLICABILITY OF THESE RULES TOYOUR PROJECT TO THE REGIONAL WATER QUALITY SUPERVISOR, WASHINGTON REGIONAL OFFICE AT(252) 946-6481.

INSTALL ROCK INLETSEDIMENT TRAPS AROUND

ALL DRAINAGE STRUCTURES

THE PROJECT CONSISTS OF CONSTRUCTING FOUR OFFICE BUILDINGS WITH ASSOCIATED PARKINGLOT IMPROVEMENTS, SITE STORM DRAINAGE AND UTILITY IMPROVEMENTS.

1. CONSTRUCTION AND IMPLEMENTATION OF APPROPRIATESEDIMENTATION AND EROSION CONTROL MEASURES. 1 WEEK

2. SITE DEMOLITION & STRIPPING 1 WEEK

3. SITE ROUGH GRADING 4 WEEKS

4. STORM DRAINAGE INSTALLATION 4 WEEKS

5. BUILDING PAD INSTALLATION 2 WEEKS

6. SITE UTILITY INSTALLATION 3 WEEKS

7. CURB & GUTTER INSTALLATION 3 WEEKS

8. PLACEMENT OF STONE BASE 3 WEEKS

9. BUILDING CONSTRUCTION 9 MONTHS

10. SITE CONCRETE PLACEMENT 3 WEEKS

11. FINE GRADING PARKING LOT 2 WEEKS

12. PLACEMENT OF ASPHALT PAVEMENT & MARKINGS 2 WEEKS

13. LANDSCAPING, SEEDING & MULCHING 2 WEEKS

Construction Sequence:

SEVERAL OF THE ITEMS LISTED ABOVE MAY BE CONSTRUCTED SIMULTANEOUSLY.AN ANTICIPATED TIME SCHEDULE OF 12 MONTHS IS EXPECTED FOR THIS PROJECT.

30' S

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8,710 SFONE-STORY

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RD RD

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BUILDING #12601

8,385 SFONE-STORY

BUILDING #32609

6,305 SFONE-STORY

BUILDING #22605

RD RD RD RD

50' P

UBL

IC R

/W -

36' B

/B

50' PUBLIC R/W - 36' B/B

BRIG

HTO

N P

ARK

DRIV

E

MELROSE DRIVE

W. 5th STREET - NC HWY. 43PUBLIC R/W VARIES - CURB VARIES

PUBL

IC R

/W V

ARIE

S - P

AVEM

ENT V

ARIE

S

W. A

RLIN

GTON B

OULEVA

RD

W W

XX

W W

RD RD

CON

S S

S S

S S

S S S S S S S

UGE

UGE

UGE UGE UGE UGE UGE UGE

W W W W W W W

CON

CON

PROTECTEXISTINGUTILITY(S)(TYPICAL)

PROTECT EXISTINGUTILITY(S) (TYPICAL)

PROTECT EXISTINGUTILITY(S) (TYPICAL)

RELOCATE HYDRANTTO BACK EDGE OFEXISTING 3' UTILITYEASEMENT

NEW 10'CENTURYLINK

EASEMENT

NEW 10'CENTURYLINK

EASEMENT

NEW 10'CENTURYLINKEASEMENT

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

PROP. 10'ELECTRICEASEMENT

PROPOSED ELECTRICSECONDARY CABLEIN 5" PVC CONDUIT

PROPOSED ELECTRICSECONDARY CABLEIN 5" PVC CONDUIT

PROPOSED ELECTRICTRANSFORMER

SITE UNDER CONSTRUCTION

(BY OTHERS)

SITE UNDER CONSTRUCTION(BY OTHERS)

1" DOMESTIC WATERMETER (BY GUC UPON

APPLICATION &PAYMENT OF FEES)

1" DOMESTIC WATERMETER (BY GUC UPON

APPLICATION &PAYMENT OF FEES)

1" DOMESTIC WATERMETER (BY GUC UPON

APPLICATION &PAYMENT OF FEES)

1" DOMESTIC WATERMETER (BY GUC UPON

APPLICATION &PAYMENT OF FEES)

W

CO

CO CO

4" SANITARY SEWERSERVICE @ 1.0%MIN. (TYPICAL)

1" WATER SERVICE4" SANITARY SEWER

SERVICE @ 1.0 % MIN.

CON

4" SANITARY SEWERSERVICE @ 1.0% MIN.

1" WATER SERVICE

CO

4" SANITARY SEWERSERVICE @ 1.0% MIN.

1" WATER SERVICE

CO

1" WATER SERVICE

CONTRACTOR SHALL PROTECT EXISTINGUNDERGROUND COMMUNICATIONUTILITIES UNTIL SUCH TIME THAT UTILITYOWNER CAN RELOCATE TO THE NEW 10'CENTURYLINK EASEMENT LOCATION

CONTRACTOR SHALL PROTECT EXISTINGUNDERGROUND COMMUNICATION UTILITIES UNTILSUCH TIME THAT UTILITY OWNER CAN RELOCATE TOTHE NEW 10' CENTURYLINK EASEMENT LOCATION

RD RD RD RD RD

RD

RD

RD PROPOSED ELECTRICSECONDARY CABLEIN 5" PVC CONDUIT

CONCON

RDRD

FIRE HYDRANT(INSTALLED AS PART OFEASTERN AHEC SITECONSTRUCTION BY OTHERS)

EXIST. FIRE HYDRANT

EXIST.FIREHYDRANT

2 EA. - 4" PVCCONDUITS (TYP.)(SEE NOTE 6)

CO

S

T

10' ELECTRICEASEMENT

10' NON-ACCESSEASEMENT

3

SS

SS

SS

SS

SS

CO(GUC POINTOF SERVICE)

CO

CO

CO

COINV. 29.02

INV.(IN) 26.16 (4" SERVICE)

4" S

ANIT

ARY

SEW

ERSE

RVIC

E @

1.0

% M

IN.

3

3

3

CONTRACTOR SHALL CORE & BOOTEXISTING MANHOLE TO INSTALL NEW 4"SAN. SEWER SERVICE. INSTALL STAINLESSSTEEL TAKEUP CLAMPS.

CONTRACTOR SHALL VERIFY EXISTINGINVERT PRIOR TO PERFORMING WORK.

3

DO NOT INSTALL3

3

ABANDON EXIST. 4"SERVICE IN ACCORDANCEW/ GUC STANDARDS

3

25

30

25

30

EXIST. CBTOP 31.67EX. INV.(15")=28.67NEW INV. (18")=28.67

STORM DRAINAGE & WATER MAIN CROSSING(EXISTING CB 5 ON BRIGHTON PARK DRIVE)

EX. 15" RCP

EXIST.BACK OF CURB

25

30

25

30

35 35EXIST. CBHOOD 33.11EX. INV.=26.42NEW INV.(12')=26.90

STORM DRAINAGE & WATER MAIN CROSSING(EXISTING CB 4 ON BRIGHTON PARK DRIVE)

EXIST.18" RCP12" PVC

EX. 8" PVCWATER MAIN

30" RCP

NEW 18" RCP

INSTALLED WITH 15"MIN. SEPARATIONPER BRIGHTON PARKRECORD DRAWINGS

25

30

25

30

35 35

STORM DRAINAGE & ELECTRIC CROSSING(BETWEEN CB 2 & EXISTING CB ON ARLINGTON BLVD.)

Exist.24" RCP

NEW 15" RCP@ 0.30%

Exist. ELEC.FACITLITIES(ASSUMED5' BURYDEPTH)

Exist. Conc.Sidewalk

10' E

LEC.

ESM

T

NEW

10'

CEN

TURY

LIN

K ES

MT.

EXIST. CBHOOD 30.99INV. 24.70NEW INV.(15")=27.75

18" RCP

EX. GRADE

3'

INSTALLED WITH 36" MIN.COVER PER BRIGHTONPARK RECORD DRAWINGS

NEWCB

UTILITY

1. EXISTING UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLERECORD INFORMATION, FIELD SURVEY OF ABOVE GROUND FEATURES,AND AS PAINTED BY NC 811. CONTRACTOR IS RESPONSIBLE FORVERIFYING ACTUAL HORIZONTAL AND VERTICAL LOCATION OF EXISTINGUTILITIES PRIOR TO INITIATING CONSTRUCTION OF ANY KIND.CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IN WRITING IFCONFLICTS ARE ENCOUNTERED BETWEEN EXISTING UNDERGROUNDUTILITIES AND PROPOSED UTILITIES. FAILURE TO NOTIFY THE ENGINEERSHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THECONTRACTOR TO COMPLETE THE WORK AS DEFINED BY THE DRAWINGS.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITYPROVIDERS FOR THE RELOCATION / ABANDONMENT OF EXISTINGUTILITIES AND INSTALLATION OF NEW UTILITY SERVICES AS WELL AS FEESASSOCIATED WITH SUCH WORK.

3. THE CONTRACTOR SHALL PROTECT THE EXISTING 10' COMMUNICATIONSEASEMENT RUNNING IN A NORTH / SOUTH DIRECTION THROUGH THECENTER OF THE PROPERTY UNTIL SUCH TIME THAT CENTURYLINK CANRELOCATE THE EXISTING FACILITIES TO THE EASTERN AND NORTHERNPERIMETER OF THE SITE. NO GRADING ACTIVITIES SHALL OCCUR UNTILTHE FACILITIES HAVE BEEN RELOCATED AND THE EASEMENT HAS BEENCONFIRMED ABANDONED BY CENTURYLINK.

4. UTILITY CONTRACTOR SHALL TERMINATE SITE UTILITIES 5' OUTSIDEBUILDING WALLS.

5. UTILITY CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE UTILITIESWITH BUILDING CONTRACTOR AND MEP PLANS PRIOR TO BEGINNINGINSTALLATION OF SITE UTILITIES. NOTIFY ENGINEER IMMEDIATELY IFDISCREPANCIES ARE ENCOUNTERED.

6. CONTRACTOR SHALL INSTALL 2 EA - 4" PVC CONDUITS AT CROSSINGSINDICATED ON THE PLAN. CONDUIT SHALL BE INSTALLED 30" BELOWFINISHED GRADE AND SHALL EXTEND 2' BEYOND THE BACK OF CURB,CAPPED WITH A PUSH ON CAP AND BURIED. CONTRACTOR SHALLMAINTAIN A RED-LINE DRAWING OF INSTALLED LOCATION FOR USE INRECOVERING THE CONDUIT FOR FUTURE USE.

7. OUTFALL ACREAGE FEES HAVE BEEN PAID FOR THIS PROJECT.

8. ADJUSTMENT OF MH TOPS TO BE ACCORDANCE WITH GUC MANUAL.(NO MORE THAN 2 GRADE RINGS)

9. ANY CLEANOUT THAT FALLS IN PAVEMENT WILL NEED TO BE PER DETAILS-3 GUC MANUAL

Utility Notes:

Utility Providers:

City

o

f G

re

en

ville

, P

Itt C

ou

nty

, N

orth

C

aro

lin

a

Date:

REVISIONS:

Co

rn

er o

f W

es

t F

ifth

S

tre

et a

nd

A

rlin

gto

n B

lv

d.

01-15-2016

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P

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3280

Cha

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lvd.

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NC

278

58(2

52) 5

58-0

888

ww

w.a

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NC

License: P

-1199

Project Manager:

Drawn By:

Checked By:

Project Number:

Drawing Number:

15021

D-1057

BCF

EW

BCF

RK Cons

ulting

Gro

up, P

LLC

Rev. 7/22/16

AD

DIS

ON

P

LA

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- L

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CL

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UT

IL

IT

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LA

N

C-4

0 30'15'30'

1 inch = ft30SCALE

STORM DRAINAGE:NCDOT - Division 2, District 1Contact: Gene PittmanPhone: (252) 946-3689

City of GreenvilleContact: Scott Godefroy, PEPhone: (252) 329-4522

ELECTRIC UTILITIES:Greenville Utilities CommissionContact: Chris CoreyPhone: (252) 551-1586

WATER & SANITARY SEWER:Greenville Utilities CommissionContact: Cliff Cahoon, PEPhone: (252) 551-3386

TELEPHONE:CenturyLinkContact: Pam IslesPhone: (252) 355-4544

GAS:Greenville Utilities CommissionContact: Cheryl BarrettPhone: (252) 551-1596

CABLE TV:SuddenLinkContact: Nathan BarnhillPhone: (252) 792-9182

ROADWAY:NCDOT - Division 2, District 1Contact: Gene PittmanPhone: (252) 946-3689

City of GreenvilleContact: Scott Godefroy, PEPhone: (252) 329-4522

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLOD

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD LOD LOD

33

32

34

34

34

33

33 33

32

32

32

3233

3333

32

31

33

32

34

34

32

34

33

33

8,710 SFONE-STORY

BUILDING #42613

RD RD

5,980 SFONE-STORY

BUILDING #12601

8,385 SFONE-STORY

BUILDING #32609

6,305 SFONE-STORY

BUILDING #22605

RD RD RD RD

50' P

UBL

IC R

/W -

36' B

/B

50' PUBLIC R/W - 36' B/B

BRIG

HTO

N P

ARK

DRIV

E

MELROSE DRIVE

W. 5th STREET - NC HWY. 43PUBLIC R/W VARIES - CURB VARIES

PUBL

IC R

/W V

ARIE

S - P

AVEM

ENT V

ARIE

S

W. A

RLIN

GTON B

OULEVA

RD

TC/BC33.57

W W

BC32.95

BC32.25

BC32.10

BC32.60

BC34.07

TC/BC33.80

BC34.18

BC33.57

TC/BC33.80

BC33.95

TC/BC34.05

TC/BC33.82

BC33.60

BC33.00

BC33.30

BC33.30

TC/BC33.57

TC/BC33.57

BC33.21

BC32.75

BC32.48

BC32.16

BC 32.42

BC32.75

BC 32.84BC32.50 TC

33.57

TC/BC33.95

BC32.75

BC33.15

BC33.00

BC 32.38±(MATCH)

BC33.41

BC34.31

BC33.93

BC33.38

BC 33.22±(MATCH)

BC33.25

BC33.55

BC33.93

TC/BC34.20

BC34.00

TC/BC32.75

TC32.85

BC 32.09BC31.89

BC32.29

BC32.49

TC/BC33.15

BC32.96

TA32.71

TA32.71

TC/TA32.95

BC/TA32.95

TC/TA33.99

TC/TA33.99

TA34.26

TC/TA33.99

BC33.96

BC33.94

BC 32.63BC32.48

BC32.53

TA33.32 TA

33.32

TC/TA33.57

TC/TA33.57

TA33.68

BC 32.45

TA34.26

TA34.26

BC 32.86±(MATCH)

BC 30.70±(MATCH)

FFE=33.25FFE=34.30

FFE = 34.35

FFE = 33.90

CB 4TOP=32.45INV.=28.76

LIMITS OFDISTURBANCE(3.4 ACRES)

CB 2TOP=31.94INV.=27.99

TA33.68

X

TC/TA33.99

TC32.72

X

BC 31.35±(MATCH)

BC 32.80±(MATCH)

BC 31.73±(MATCH)

W W

CB 1TOP=31.74INV.=28.68

15" R

CP @

0.6

0%

RD RD

CON

S S

S S

S S

S S S S S S S

UGE

UGE

UGE UGE UGE UGE UGE UGE

W W W W W W W

10" PVC @ 2.93%

CON

CON

BC 30.97±(MATCH)

PROTECTEXISTINGUTILITY(S)(TYPICAL)

TC/TA33.95

TC/TA33.95

BC32.75 BC 32.40

BC 32.35

BC32.68BC

32.64

ADJUST RIMNEW RIM=32.43

ADJUST RIMNEW RIM=32.19

BC=32.10

BC34.25

SPECIALGUTTER

TC 33.99TA 33.49

TC 33.95TA 33.45

TC 33.95TA 33.45

TC 33.57TA 33.07

NEW 10'CENTURYLINK

EASEMENT

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

SITE UNDER CONSTRUCTION

(BY OTHERS)

SITE UNDER CONSTRUCTION(BY OTHERS)

TC 33.57TA 33.07

BC 32.42

TC34.05

TC/BC33.75

TC/BC33.75

TA34.26

TC/BC34.05

Yard Inlet 1TOP=33.25INV.=30.81

CBTOP=32.11INV.=26.27

CB 3TOP=32.15INV.=28.88

BC=32.20

15" R

CP @

0.3

0%

18" RCP@ 0.5%

BC33.05

TA34.46

TA34.46

TC/TA34.05

BC31.0

BC31.13

BC/TC 33.95TA 33.45

BC/TC 33.95TA 33.45

BC 32.20

BC 32.35

Yard Inlet 2TOP=32.25INV.=29.95

TC33.23

TC33.23

TC33.23

TC33.23

6" PVC ROOF DRAIN@ 1.0% MIN.

CBTOP=33.00INV.=??.??

BC 33.73

BC 33.83

BC 33.68

BC33.88

BC 33.55

TC33.15

BC 32.95TA 32.45

ADJUST RIMNEW RIM=32.20

W

CO

CO CO

CON

CO

CO

PROTECTEXIST. PHONEPEDESTAL

RD RD RD RD RD

TC/BC34.20

TC/BC33.15

SPECIALGUTTER

12" PVC @ 0.4%

BC/TC34.20

TC/BC 32.95TA 32.45

32

32

31

31

33

32

34

RD

10" PVC @ 0.3%

8" PVC @ 0.3%

RD

RD

6" COINV. 29.07

6" COINV. 29.26

6" CO 6" COINV. 30.25

INV 26.90 (12")

INV. 29.84

12" PVC @ 0.4%

12" PVC @ 5.7%

CONCON

RDRD

6" COINV. 30.70

6" COINV. 30.90

10" PVC @ 0.3%

6" COINV. 30.90

6" COINV. 30.65

INV. 27.75 (15")

15" RCP

@ 0.60%

10" PVC@ 0.3%

INV. 28.67 (15")

INV. 25.55 (15")15" RCP@ 2.0%

32

32

CO

S

T

SS

SS

SS

SS

SS

CO

CO

CO

COINV. 29.02

LEGEND:

BC 50.00

TA 45.50

TC 45.50

SW

12RDCON

F

LOD

CO

GASUGE

SF

GRADING

Grading Notes: 1. ALL AREAS WITHIN LIMITS OF DISTURBANCE SHALL BE CLEARED AND GRUBBED.

2. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTSWITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE.

3. TREES AND STRUCTURES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOTINDICATED TO BE REMOVED SHALL BE PROTECTED.

4. CONTRACTOR TO GRADE ALL AREAS WITHIN THE LIMITS OF DISTURBANCE FROMBUILDING TO PROPERTY LINES.

5. TOP SOIL SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED ANDREDISTRIBUTED OVER GRADED AREAS. PROVIDE EROSION AND SEDIMENTATIONCONTROLS AROUND STOCKPILES DURING CONSTRUCTION.

6. TILL SOIL TO A DEPTH OF 4" MINIMUM.

7. REMOVE ALL ROCKS LARGER THAN 1" MEASURED IN LARGEST DIRECTION.

8. GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING.

9. ALL GRADED AREAS TO RECEIVE SEED OR SOD, TOP SOIL, STRAW AND WATERUNTIL A HEALTHY STAND OF GRASS IS OBTAINED.

10. INSTALL TEMPORARY TURF REINFORCEMENT MATTING ON ALL SLOPES STEEPERTHAN 3:1. MATTING SHALL BE CONTECH LANDLOK C2 OR EQUAL.

11. REFER TO SHEET C-9 FOR DETAILS OF PAVEMENT IN PARKING AND DRIVE AREAS.

12. DUMPSTER PAD AND APRON SHALL BE 6" THICK 4,000 PSI CONCRETE OVER NOTLESS THAN 4" OF COMPACTED AGGREGATE BASE COURSE.

13. ALL SIDEWALKS SHALL BE CONSTRUCTED OF 4" THICK 3,500 PSI CONCRETE. ALLSIDEWALKS SHALL HAVE TOOLED CONTROL JOINTS NOT EXCEEDING 5' SPACING INANY DIRECTION.

14. ALL BUILDING, SIDEWALK, AND PAVEMENT SUB-GRADES SHALL BE COMPACTEDTO 98% OF ASTM D698 TO A DEPTH OF 24" AND TO 95% OF ASTM D698 BELOW24" DEPTHS. ALL OTHER NON-STRUCTURAL AREAS SHALL BE COMPACTED TO 90%OF ASTM D698.

15. ALL BUILDING, SIDEWALK, AND PAVEMENT SUB-GRADE COMPACTIONS SHALL BEINTERMEDIATELY TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER ASDETERMINED BY THE OWNER OR ENGINEER. ALL SUB-GRADES SHALL BETHOROUGHLY PROOF-ROLLED TO IDENTIFY SMALL LOCALIZED AREAS OFUNSUITABLE SOILS. ALL UNSUITABLE SOILS SHALL BE UNDERCUT, REPLACED WITHSTRUCTURAL FILL, AND COMPACTED AS DESCRIBED ABOVE.

16. CONTRACTOR SHALL RECONSTRUCT EXISTING STORM DRAINAGE STRUCTURES ASREQUIRED TO TIE INTO EXISTING STRUCTURES OR RELOCATE EXISTINGSTRUCTURES.

17. YARD INLETS BETWEEN BUILDINGS SHALL BE NYLOPLAST OR APPROVED EQUAL.

City

o

f G

re

en

ville

, P

Itt C

ou

nty

, N

orth

C

aro

lin

a

Date:

REVISIONS:

Co

rn

er o

f W

es

t F

ifth

S

tre

et a

nd

A

rlin

gto

n B

lv

d.

01-15-2016

En

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P

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3280

Cha

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278

58(2

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License: P

-1199

Project Manager:

Drawn By:

Checked By:

Project Number:

Drawing Number:

15021

D-1057

BCF

EW

BCF

RK Cons

ulting

Gro

up, P

LLC

Rev. 7/22/16

AD

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ON

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C-5

0 30'15'30'

1 inch = ft30SCALE

INSTALL ROCK INLETSEDIMENT TRAPS AROUND

ALL DRAINAGE STRUCTURES

30' S

ANIT

ARY

SEW

ER E

ASEM

ENT

6' BUFFERYARD 'A'

6' BUFFERYARD 'A'

8,710 SFONE-STORY

BUILDING #42613

RD RD

5,980 SFONE-STORY

BUILDING #12601

8,385 SFONE-STORY

BUILDING #32609

6,305 SFONE-STORY

BUILDING #22605

RD RD RD RD

50' P

UBL

IC R

/W -

36' B

/B

50' PUBLIC R/W - 36' B/B

BRIG

HTO

N P

ARK

DRIV

E

MELROSE DRIVE

W. 5th STREET - NC HWY. 43PUBLIC R/W VARIES - CURB VARIES

PUBL

IC R

/W V

ARIE

S - P

AVEM

ENT V

ARIE

S

W. A

RLIN

GTON B

OULEVA

RD

W W

PARKING LOT SCREENINGEVERGREEN SHRUBS @ 3' O.C.(TYP.)

XX

370 LF FRONTAGEMELROSE DRIVE

W W

RD RD

CON

S S

S S

S S

S S S S S S S

UGE

UGE

UGE UGE UGE UGE UGE UGE

W W W W W W W

CON

CON

510

LF F

RONT

AGE

445

LF F

RON

TAGE

234 LF FRONTAGE5th Street

NEW 10'CENTURYLINK

EASEMENT

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

SITE UNDER CONSTRUCTION

(BY OTHERS)

SITE UNDER CONSTRUCTION(BY OTHERS)

W

CO

CO CO

CON

CO

CO

RD RD RD RD RD

RD

RD

RD

CONCON

RDRD

6' B

UFF

ERYA

RD 'A

'

6' B

UFF

ERYA

RD 'A

'

PARKING LOT SCREENINGEVERGREEN SHRUBS @ 3' O.C.(TYP.)

CO

S

T

2

SS

SS

SS

SS

SS

CO

CO

CO

COINV. 29.02

LEGEND:

BC 50.00

TA 45.50

TC 45.50

SW

12RDCON

F

LOD

CO

GASUGE

SF

LANDSCAPING

City

o

f G

re

en

ville

, P

Itt C

ou

nty

, N

orth

C

aro

lin

a

Date:

REVISIONS:

Co

rn

er o

f W

es

t F

ifth

S

tre

et a

nd

A

rlin

gto

n B

lv

d.

01-15-2016

En

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rs &

P

la

nn

ers

3280

Cha

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lvd.

| S

uite

BGr

eenv

ille,

NC

278

58(2

52) 5

58-0

888

ww

w.a

rkco

nsul

tingg

roup

.com

NC

License: P

-1199

Project Manager:

Drawn By:

Checked By:

Project Number:

Drawing Number:

15021

D-1057

BCF

EW

BCF

RK Cons

ulting

Gro

up, P

LLC

Rev. 7/22/16

AD

DIS

ON

P

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- L

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C-6

Vegetation Legend:

PROPOSED LARGE STREET TREE

PROPOSED LARGE TREE

PROPOSED SMALL TREE

PROPOSED PARKING LOTSCREENING (EVERGREEN SHRUB)

1. SITE DATA: LAND AREA FOR VEGETATION REQUIREMENTS: 3.3 AC.

A. REQUIRED VEGETATION FOR LOT:

LARGE TREES: 17 (37 PROVIDED)SMALL TREES: 33 (0 PROVIDED; 20 LARGE TO SUBSTITUTE)

SHRUBS: 83 (400 PROVIDED)

B. REQUIRED STREET VEGETATION: LARGE TREES:

ARLINGTON BLVD.: 11 (510 LF)MELROSE DRIVE: 8 (370 LF)BRIGHTON PARK DRIVE: 9 (445 LF)WEST 5th STREET: 5 (234 LF)

C. REQUIRED SCREENING VEGETATION: NONE

2. REQUIRED VEGETATION LOCATED IN EASEMENTS: NONE

A. MINIMUM PLANT SIZES SHALL BE IN ACCORDANCE WITH THE ZONING REGULATIONS ASFOLLOWS:

PLANTING MATERIAL TYPE MINIMUM PLANTING SIZE

1. LARGE TREE - SINGLE STEM 10' (HEIGHT) AND 2" CALIPER MULTI-STEM 10' (HEIGHT)

2. SMALL TREE 8' (HEIGHT) AND 1.5" CALIPER

3. SHRUB 18" (HEIGHT), EXCEPT AS PROVIDED UNDER SECTION 9-4-267(a)

B. NO PORTION OF ANY PARKING AREA, INCLUDING ANY DRIVEWAY, PARKING SPACE, DRIVEAISLE OR TURNING AREA, SHALL BE LOCATED MORE THAN THIRTY (30) FEET FROM ANON-SITE SMALL TREE OR MORE THAN SEVENTY-FIVE (75) FEET FROM AN ON-SITE LARGETREE. FOR PURPOSES OF THIS SECTION, THE MEASUREMENT SHALL BE FROM THEFARTHEST EDGE OF THE SUBJECT AREA TO THE CENTER OF THE BASE OF THE CLOSESTQUALIFYING TREE.

C. SITE PLAN APPROVAL FROM THE RESPECTIVE EASEMENT HOLDER SHALL BE CONSTRUEDAS APPROVAL OF ALL ENCROACHMENTS, AS SHOWN. ON THIS PLAN. (SEE NOTE ON ITEM1.D.)

D. THE FOLLOWING VEGETATION MATERIALS, AS LISTED BY COMMON NAME, SHALLCONSTITUTE NOT MORE THAN TWENTY-FIVE (25) PERCENT OF THE TOTAL REQUIREMENTFOR THE SPECIFIC CATEGORY:

A. LARGE TREE CATEGORY: RIVER BIRCH

B. SMALL TREE CATEGORY: ARISTOCRAT PEARBRADFORD PEARCAPITOL PEARCLEVELAND SELECT PEAR

C. EVERGREEN SHRUB CATEGORY: RED TIP PHOTINIA

E. DUMPSTER/COMPACTOR SHALL BE SCREENED ON 3 SIDES IN ACCORDANCE WITHSECTION 9-4-268 (h) OF THE CITY CODE.

F. EXISTING SUBSTITUTE VEGETATION MATERIALS HAVE BEEN NOTED INCLUDING THEIRSPECIFIC LOCATION(S), TYPE(S), AND SIZE(S).

G. EXISTING SUBSTITUTE VEGETATION MATERIAL SHALL BE PROTECTED FROM SITEDEVELOPMENT ACTIVITIES IN ACCORDANCE WITH SECTION 9-4-265 (F) OF THE CITYCODE.

H. NO LARGE TREES TO BE PLANTED WITHIN SANITARY SEWER, WATERLINE OR ELECTRICEASEMENTS.

I. PARKING LOT AREA TO BE SCREENED IN ACCORDANCE WITH SECTION 9-4-268(L)9 OF THECITY CODE. PARKING AREA SCREENING SHALL BE INSTALLED WITHIN A 10 FOOT AREAADJACENT TO AND EXTENDING THE FULL STREET SIDE WIDTH OF ALL PARKING AREASWHICH FRONT A PUBLIC OR PRIVATE STREET.

J. MINIMUM OF 3 FEET CLEARANCE MUST BE MAINTAINED AROUND ALL FIRE HYDRANTS INACCORDANCE WITH STATE BUILDING CODE.

K. ALL REQUIRED PLANT MATERIAL (LARGE AND SMALL TREES, SHRUBS) LOCATED IN ASCREENING BUFFERYARD (C, D, E & F) SHALL BE EVERGREEN.

Bufferyard Notes:

REQ'D PER ACRE:5 LARGE TREES10 SMALL TREES25 SHRUBS

STREET TREES:2 PER 100 LF

TRIPLE SHREDDED HARDWOODBARK MULCH (NON -DYED) MIN4"D. DO NOT PLACE MULCH IN

CONTACT WITH THE TREE TRUNK.

SET ROOT BALLFLUSH WITHFINISH GRADE

EACH TREE MUST BE PLANTED SUCH THAT THETRUNK FLARE IS VISIBLE AT THE TOP OF THEROOT BALL. TREES WHERE THE TRUNK FLAREIS NOT VISIBLE SHALL BE REJECTED. DO NOTCOVER THE TOP OF THE ROOT BALL WITH SOIL.

TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOTPRESSURE SO THAT ROOT BALL DOES NOT SHIFT.

PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL.

IF THE PLANT IS SHIPPED WITH A WIRE BASKET AROUNDTHE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACESAND FOLD DOWN 8" INTO PLANTING HOLE.

REMOVE ALL TWINE, ROPE, WIRE ANDBURLAP FROM TOP HALF OF THE ROOT BALL.

4" HIGH TOPSOIL SAUCER BEYOND EDGEOF ROOT BALL.

MULCH RING 8' DIA.

NOTE:TREES SHALL BE STAKED ONLY IFDIRECTED BY THE OWNER.

EXCAVATE 2X ROOT BALL DIAMETER.PLACE BACKFILL MIXTURE IN 12" LIFTS &THOROUGHLY WATER BETWEEN LIFTS.

CONTAINER STOCK: REMOVECONTAINER AND LOOSEN ROOTBALLPRIOR TO INSTALLATION

TAMP SOIL AROUND ROOT BALL BASEFIRMLY WITH FOOT PRESSURE SOTHAT ROOT BALL DOES NOT SHIFT.

BACKFILL MIXTURE (REFER TO SPECS)PLACE IN 12" LIFTS & THOROUGHLYWATER BETWEEN LIFTS CREATE 3" WATER SAUCER FOR INDIVIDUALLY

PLANTED SHRUBS, CREATE MULCHED BEDS FORMASS PLANTING

UNDISTURBEDSUBGRADE

SELECTIVELY THIN ALL BRANCHING TO REMOVEDISCOLORED FOLIAGE MAINTAIN PLANT SHAPE

TRIPLE SHREDDED HARDWOOD BARK MULCH (NON-DYED) MIN 4"D. DO NOT PLACE MULCH IN CONTACTWITH THE TRUNK. TOP OF ROOTBALL SHALL BE 1" - 2"ABOVE SURROUNDING FIN. GRADE

REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL

EXCAVATE 2X ROOT BALL DIAMETER.PLACE BACKFILL MIXTURE IN 12" LIFTS &THOROUGHLY WATER BETWEEN LIFTS.

SHRUB PLANTING

LARGE AND SMALL TREE PLANTING(NOT TO SCALE)

(NOT TO SCALE)

0 30'15'30'

1 inch = ft30SCALE

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