ELLIS DEVELOPMENTS WENDELL FALLS TOWNES€¦ · 2.garage doors must have windows, decorative...

E N G I N E E R I N G

Curry 205 S. Fuquay AvenueFuquay-Varina, NC 27526

(919) 552-0849(919) 552-2043C

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PROFESSIONAL'S SEAL

DATE:FILE NO.

HORZ. SCALE:ORIG. SHEET SIZE:

REVISIONS

24 x 36

STATUS

CONSULTANT CLIENT

MASTER PLAN

WENDELL FALLS TOWNES

NOVEMBER 7, 20192019-045

FOR REVIEW ONLY

NOT FOR CONSTRUCTION

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Strong Rock Development Company/Ellis Developments

205 S. Fuquay Ave.

Fuquay-Varina, NC 27526

919.770.4174(m)

Contact: Josh Lambert

[email protected]

PRELIMINARY

DO NOT USE FOR

CONSTRUCTION

A 1/7/2020 TOWN OF WENDELL COMMENTSB 2/6/2020 TOWN OF WENDELL COMMENTSC 2/28/2020 TOWN OF WENDELL COMMENTS

COVER SHEET

C-00

N.T.S

DRAWING INDEX

C-00 COVER SHEET

C-01 CIVIL NOTES

C-02 EXISTING CONDITIONS PLAN

C-03 OVERALL SITE LAYOUT

C-04 PARTIAL SITE LAYOUT I

C-05 PARTIAL SITE LAYOUT II

C-06 OVERALL UTILITY LAYOUT

C-07 PARTIAL UTILITY LAYOUT I

C-08 PARTIAL UTILITY LAYOUT II

D-01 SITE AND STREET DETAILS

L-01 OVERALL LANDSCAPE PLAN

ELLIS DEVELOPMENTSWENDELL FALLS TOWNES

TOWN OF WENDELLWAKE COUNTY, NORTH CAROLINA

MASTER PLAN SUBDIVISIONWENDELL PROJECT # _______

1st SUBMITTAL TO TOWN OF WENDELL: NOVEMBER 7, 2019

2nd SUBMITTAL TO TOWN OF WENDELL: JANUARY 7, 2020

3rd SUBMITTAL TO TOWN OF WENDELL: FEBRUARY 6, 2020

4th SUBMITTAL TO TOWN OF WENDELL: FEBRUARY 28, 2020

Civil Engineering:

The Curry Engineering Group, PLLC

NC License # P-0799

PO Box 2018

205 S. Fuquay Ave


919.552.0849 (o)

919.880.9857 (m)

Contact: Don Curry, PE

[email protected]

Developer:

"THESE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCEWITH THE FOLLOWING PLANS, AND THE STANDARD SPECIFICATIONSOF THE TOWN OF WENDELL. THE ENGINEER WHOSE SEAL ANDSIGNATURE APPEAR BELOW CERTIFIES THAT THE STANDARDSPECIFICATIONS OF THE TOWN OF WENDELL HAVE BEENTHOROUGHLY CHECKED AND ARE APPLICABLE TO THIS PARTICULARPROJECT. ANY EXCEPTIONS TO THE STANDARD SPECIFICATIONSAPPLICABLE ARE SHOWN ON SHEET N/A OF THESE DRAWINGS"

GOVERNING AGENCIES:

UTILITY AGENCIES:

PLANNING/ZONING/LANDSCAPE:TOWN OF WENDELLPLANNING DEPT.15 EAST FOURTH ST.WENDELL, NC 27591919-365-4448CONTACT: MR. DAVID BERGMARK

US ARMY CORPS OF ENGINEERS (USACE)USACE RALEIGH FIELD OFFICE3331 HERITAGE TRADE DR. SUITE 105WAKE FOREST, NC 27587919-554-4884CONTACT: MR. JAMES LASTINGER

EROSION CONTROL:WAKE COUNTYENVIRONMENTAL SERVICES336 FAYETTEVILLE ST.RALEIGH, NC 27601919-796-8769CONTACT: KARYN PAGEAU

STORMWATER

WATER & SEWERCITY OF RALEIGHPUBLIC UTILITIES DEPT.1 EXCHANGE PLAZA, SUITE 620RALEIGH, NC 27601919-996-3487CONTACT: MR. KEITH A. TEW, PE

NCDENR-DWQ SEWERNCDENR RALEIGHREGIONAL OFFICE3800 BARRETT DRIVERALEIGH, NC 27609919-791-4232

NCDENR-PUBLIC WATER SUPPLYNCDENR DIVISION OF WATER RESOURCESRALEIGH REGIONAL OFFICE3800 BARRETT DRIVERALEIGH, NC 27609919-791-4232

Strong Rock Development

Company/Ellis Developments

205 S. Fuquay Ave.


919-770-4174 (m)


[email protected]

CONDITIONS OF APPROVAL

PRELIMINARY APPROVAL IS CONTINGENT UPON 401/404 APPROVAL DUE PRIOR TOCONSTRUCTION PLAN APPROVAL. ANY IMPACTS SHALL ALSO BE APPROVED PRIORTO CONSTRUCTION PLAN APPROVAL.

CASE #

REZONING CONDITIONS OF APPROVAL

Surveyor:

Taylor Land Consultants

5448 Apex Peakway

Apex, NC 27502

919.801.1104 (o)

919.337.7998 (m)

Contact: Jeremy Taylor, PLS

WAKE COUNTYSTORMWATER336 FAYETTEVILLE ST.RALEIGH, NC 27601919-796-8769CONTACT: KARYN PAGEAU

SITE INFORMATION

ZONING:

COUNTY:

LOCATION:

PARENT PIN:DB/PG:

ACREAGE:

WAKE

LAND CLASS: VACANT

RIGHT OF WAY & OTHER AREAS:RIGHT OF WAY DEDICATION: 0.13 AC

14.31 AC

015786 / 026651783-17-8750

LOT ACREAGE:TOTAL NUMBER PROPOSED LOTS:PROPOSED DENSITY:MINIMUM PROPOSED LOT SIZE:MAXIMUM PROPOSED LOT SIZE:AVERAGE PROPOSED LOT SIZE: 2,060 SF

2,600 SF1,900 SF4.75 DU/AC75

SIDE YARD:FRONT YARD: 0'

0' (5'/10' BETWEEN BUILDINGS)REAR YARD: 0'

MINIMUM BUILDING SETBACKS:

MINIMUM PROPOSED LOT WIDTH: 20'NUMBER OF PHASES: 1

IMPERVIOUS AREAS:ROADWAYS: 38,068 SF (0.87 AC)SIDEWALKS:LOTS (1,800 SF/LOT):

TOTAL ON-SITE IMPERVIOUS AREA:TOTAL ON-SITE IMPERVIOUS PERCENT:

UTILITY DEMANDSSEWAGE USAGE: 27,000 GPD

WATER USAGE:

16,702 SF (0.38 AC)135,000 SF (3.10 AC)

225,611 SF (5.18 AC)32.8%

75 UNITS X 360 GPD/UNIT30,000 GPD

RECREATIONAL AREA: 5,000 SF (0.11 AC)

75 UNITS X 400 GPD/UNIT

RA

941 WENDELL FALLS PKWYWENDELL, NC 27591

SCALE: NTS

VICINITY MAPN

SITE WENDELL FALLS PARKWAY

JAKE

MAY

DR.

OPEN SPACE BREAKDOWN:14.31 AC

REQUIRED OPEN SPACE (1000 SF/UNIT): 75,000 SFPROPERTY BOUNDARY:

PROPOSED OPEN SPACE TOTAL: 89,514 SF (2.05 AC)

216,109 SF (4.96 AC)OPEN SPACE WITHIN FLOODPLAIN:

PASSIVE OPEN SPACE (75% MAX): 56,250 SF (1.29 AC)

IMPROVED PARK OPEN SPACE (25% MIN): 18,750 SF (0.43 AC)

FULLY ACTIVE OPENSPACE (1/3 OF 25%): 6,250 SF (0.14 AC)

PROPOSED: 32,373 SF (0.74 AC) (43%)

PROPOSED: 57,140 SF (1.31 AC) (76%)

PROPOSED: 23,350 SF (0.54 AC)

268,586 SF (6.17 AC)SUPPLEMENTAL OPEN SPACE:

1. VINYL SIDING IS NOT PERMITTED; HOWEVER, VINYL WINDOWS, DECORATIVEELEMENTS AND TRIM ARE PERMITTED.

2. GARAGE DOORS MUST HAVE WINDOWS, DECORATIVE DETAILS OR CARRIAGE-STYLEADORNMENTS ON THEM.

3. A VARIED COLOR PALETTE SHALL BE UTILIZED ON HOMES THROUGHOUT THESUBDIVISION TO INCLUDE A MINIMUM OF THREE-COLOR FAMILIES FOR SIDING ANDSHALL INCLUDE VARIED TRIM, SHUTTER, AND ACCENT COLORS COMPLEMENTINGTHE SIDING COLOR, FOR THE WHOLE DEVELOPMENT.

4. THE REAR AND SIDE ELEVATIONS OF THE UNITS THAT CAN BE SEEN FROM THERIGHT-OF-WAY SHALL HAVE TRIM AROUND THE WINDOWS.

5. ALL UNITS WILL BE SOLELY FRONT LOADED.6. LANDSCAPE BUFFER ALONG SOUTHERN PROPERTY LINE AT GOLF COURSE IS NOT

REQUIRED.



(919) 552-0849(919) 552-2043C

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PROFESSIONAL'S SEAL

DATE:FILE NO.


REVISIONS

24 x 36

STATUS

CONSULTANT CLIENT

MASTER PLAN


NOVEMBER 7, 20192019-045

FOR REVIEW ONLY


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205 S. Fuquay Ave.


919.770.4174(m)


[email protected]

PRELIMINARY

DO NOT USE FOR

CONSTRUCTION


CIVIL NOTES

C-01

N.T.S

1. BOUNDARY DATA PERFORMED BY TAYLOR LAND CONSULTANTS. TBM SHOWN IS A PROPERTY MARKER IRON PIN LOCATED NEAR THENORTHEAST CORNER OF THE PROPERTY. SURVEY IS REFERENCED TO NC GRID NAD 83. REFER TO EXISTING CONDITIONS PLAN.

2. ALL WORK, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF WENDELL STANDARDS AND SPECIFICATIONS,LATEST EDITION.

3. ALL WORK, CONSTRUCTION AND MATERIALS WITHIN NCDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE 2018 NCDOT STANDARDSPECIFICATIONS FOR ROADS AND STRUCTURES.

4. ALL RIGHT OF WAYS SHALL BE PUBLIC.

5. THIS SITE IS LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAPS 3720178300K DATED 5/2/2006.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT RIGHT-OF-WAY. TRAFFICCONTROL SHALL BE MAINTAINED AT ALL TIMES WITH PROPER SIGNAGE, SIGNALS, LIGHTING, FLAGMEN. ALL SIGNS, PAVEMENT MARKINGSAND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATESTEDITION.

7. COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED AND EASILYACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED CONSTRUCTION PLANS, APPROVED EROSION CONTROL PLANS,ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS, WATER/SEWER PERMITS, ETC.

8. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED. CONTACT THE NC ONE CALL CENTER AT LEAST48 HOURS PRIOR TO DIGGING @ 1.800.632.4949. UNDERGROUND LINES SHOWN HEREON ARE APPROXIMATE OR AS REPORTED BY VARIOUSRESPONSIBLE PARTIES. THE SURVEYOR DOES NOT GUARANTEE THAT ANY UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS ANDPIPES ARE LOCATED HEREON.

9. THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THESITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES.

10. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY TOWN OR NCDOT DAMAGED PROPERTY. THE CONTRACTOR SHALL REPAIR THEDAMAGED PROPERTY TO THE LATEST STANDARDS AND SPECIFICATIONS OF THE AGENCY HOLDING JURISDICTION AT NO COST TO THEOWNER.

11. ANY DAMAGE DONE TO PRIVATE PROPERTY OWNERS SIGNS, MAILBOX, DRIVEWAY CULVERTS, OR OTHER PROPERTY SHALL BE RESTOREDTO ORIGINAL CONDITION.

12. CONTRACTOR IS RESPONSIBLE FOR FENCING AND SECURITY OF HIS LAYDOWN AND STORAGE AREA.

13. CONTRACTOR SHALL KEEP ALL ROADS FREE OF DIRT AND DEBRIS AT ALL TIMES.

14. CONTRACTOR SHALL PROTECT EXISTING PAVEMENTS AND UTILITIES FROM HEAVY EARTH MOVING EQUIPMENT. PROVIDE TRAFFICCONTROL AND ADEQUATE PROTECTION METHODS AT ALL EQUIPMENT CROSSINGS.

15. ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.

16. ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD. ALL ROCKS GREATER THAN 3" DURINGEXCAVATION SHALL BE REMOVED.

17. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF-SITE BY THECONTRACTOR IN AN APPROVED, LEGAL DISPOSAL SITE.

18. CONCRETE SIDEWALKS THAT ARE TO BE REMOVED SHALL BE CUT BACK TO NEAREST EXPANSION OR CONTROL JOINT AND REPLACED WITH4-INCH CONCRETE SIDEWALK FINISHED TO MATCH EXISTING SIDEWALKS.

19. CONTRACTOR TO COORDINATE WITH CITY OF RALEIGH FOR TEMPORARY WATER NEEDED DURING CONSTRUCTION. IF PERMITTED TOCONNECT TO EXISTING FIRE HYDRANT A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTER WILL BE REQUIRED.

20. THE TRANSITION OF PROPOSED ROADWAY TO EXISTING ROADWAY SHALL BE DONE WITH A MINIMUM 8-FT TRANSITION WHERE THEEXISTING PAVEMENT IS MILLED TO A MINIMUM DEPTH OF 1-1/2" AND OVERLAID.

21. ALL PAVEMENT SAW CUTS SHALL BE NEAT, STRAIGHT AND FULL DEPTH.

22. ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI 14ON OR APPROVED EQUAL).

23. ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF-SITE, UNLESS OTHERWISE DIRECTED BY THE OWNER TO ANAPPROVED NCDENR LOCATION.

24. ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE GEOTECHNICAL ENGINEER AT THE FOLLOWING STAGES:

A. COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE.B. COMPLETION OF STONE PLACEMENT PRIOR TO PAVING.C. FINAL INSPECTION WHEN ALL WORK IS COMPLETE.

25. PRIOR TO PLACING CABC STONE BASE, THE CONTRACTOR SHOULD NOTIFY THE GEOTECHNICAL ENGINEER TO INSPECT THE PROOF ROLLOF THE SUBGRADE. ANY STONE PLACED WITHOUT PRIOR APPROVAL WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR ANDSUBJECT TO RE-CONSTRUCTION IF SUBGRADE DOES NOT MEET TOWN AND NCDOT STANDARDS & SPECIFICATIONS.

26. ALL UTILITY SERVICES, (POWER, TELEPHONE, CABLE, ETC.) ARE PROPOSED TO BE UNDERGROUND. DO NOT SEED OR MULCH DISTURBEDAREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE PRIVATE UTILITYSERVICE COMPANIES FOR ANY REQUIRED CONDUITS OR POINT OF CONTACT CONDITIONS.

27. ALL PUBLIC UTILITIES THAT REQUIRE AN ENGINEERING CERTIFICATION MUST BE INSPECTED BY A PROFESSIONAL ENGINEER ON APERIODIC BASIS. THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER WHEN INSTALLING UTILITIES FOR PERIODIC INSPECTIONS.THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER AT THE TIME OF PRESSURE TESTING AND WATER LINE DISINFECTION. THECONTRACTOR SHALL SUPPLY THE PROJECT ENGINEER PRESSURE TEST RESULTS.

28. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS WHENPOSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TESTPITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON THEPLANS OR 12 INCHES, WHICH EVER IS LESS, CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION.

29. THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS TOPSOIL HE DETERMINES ISNOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATION.

30. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS-BUILT CONDITION OF ALL OF THEUNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE PROJECT. PREPARATION OF THE NECESSARY/REQUIREDAS-BUILT PLANS TO BE SUBMITTED TO TOWN OF WENDELL AND/OR ALL OTHER INFORMATION REQUIRED IN CONNECTION WITH RELEASEOF BONDS.

31. THE CONTRACTOR SHALL INCLUDE IN THE PRICE, ANY AND ALL COSTS ASSOCIATED WITH PROVIDING A PROFESSIONAL ENGINEER ONSITE IF REQUIRED, DURING THE CONSTRUCTION OF THE STORMWATER MANAGEMENT FACILITIES, UNDERGROUND UTILITIES, ETC. ASREQUIRED FOR AS-BUILT CERTIFICATION.

32. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY SHEETING, SHORING, ANDSPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANTTO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. NCDOT, TOWN OF WENDELL & CURRY ENGINEERING ACCEPT NORESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS.

33. TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL TESTING SERVICE(APPROVED BY THE OWNER) TO PERFORM SOIL TESTING AND INSPECTION SERVICE FOR QUALITY CONTROL TESTING DURINGEARTHWORK OPERATIONS. COPIES OF RESULTS OF TESTS SHALL BE SUBMITTED BY THE TESTING SERVICE DIRECTLY TO THECONTRACTOR, THE OWNER, AND THE APPLICABLE APPROVING AGENCY. --THE TESTING SERVICE WILL CLASSIFY PROPOSED ON-SITE ANDBORROW SOILS TO VERIFY THAT SOILS COMPLY WITH SPECIFIED REQUIREMENTS AND TO PERFORM REQUIRED FIELD AND LABORATORYTESTING. (MINIMUM REQUIRED SOIL BEARING CAPACITY IS NOTED ON THE STRUCTURAL DRAWINGS). --IN PAVED AND BUILDING SLABAREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 2000 SQUARE FEET OF FILL IN EACHCOMPACTED FILL LAYER. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY, THE CONTRACTOR SHALL RE-COMPACT THAT LAYER. THESOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HASREACHED THE REQUIRED COMPACTION. --IN FOUNDATION WALL AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELDDENSITY TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH OF FILL IN EACH COMPACTED FILL LAYER, WITH NO LESS THAN TWO TESTSALONG A WALL FACE. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY, THE CONTRACTOR SHALL RE-COMPACT THAT LAYER. THESOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HASREACHED THE REQUIRED COMPACTION.

34. COMPACTION: COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12" OF SUBGRADE IN CUT AREAS TO 100% OFMAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T99 FOR STRUCTURES, SLABS, AND PAVEMENTS AND 95% OF MAXIMUM DENSITY FOREMBANKMENTS OR UNPAVED AREAS. MAX LIFT THICKNESS FOR FILL AREAS IS 8 INCHES.

35. DISTURBED AREA IS IN EXCESS OF 1 ACRE AND FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL IS REQUIRED AS ACONDITION OF CONSTRUCTION PLAN APPROVAL. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE KEPT ON SITE AT ALLTIMES. THE APPROVED SEDIMENTATION & EROSION CONTROL PLAN SHOULD BE REGARDED AS MINIMUM REQUIREMENTS; ADDITIONALMEASURES SHALL BE PUT IN PLACE AS NEEDED TO ENSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE. THE CONTRACTOR ISRESPONSIBLE FOR PICKING UP AND PAYING FOR GRADING PERMIT ISSUED BY WAKE COUNTY ENVIRONMENTAL SERVICES.

36. DESIGN/FIELD CONDITIONS QUITE EASILY MAY VARY FROM THAT REPRESENTED IN THE INITIAL SOILS REPORT AND/OR TOPOGRAPHICALREPORT. ISOLATED AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR GROUNDWATER CONDITIONS MAY BE DISCOVERED THAT WERENOT REVEALED DURING THE INITIAL SOILS INVESTIGATION. THEREFORE, THE OWNER/CLIENT IS TO BE AWARE THAT CURRY ENGINEERINGGROUP, PLLC WILL NOT AND CANNOT BE HELD RESPONSIBLE FOR ANY FAILURES TO EITHER A STREET OR PARKING LOT PAVEMENTDESIGN UNLESS WE CAN BE FULLY AND TOTALLY INVOLVED IN THE CONSTRUCTION PROCESS WHICH MAY INCLUDE, BUT MAY NOTNECESSARILY BE LIMITED TO, TESTING SUBGRADE AND BASE DENSITY, ENGAGING THE GEOTECHNICAL ENGINEER FOR THE EVALUATIONOF THE SUBGRADE AND FOR THE OBSERVATION OF PROOF ROLLING SUBGRADE AND BASE AT VARIOUS STEPS OF CONSTRUCTION,OPPORTUNITY FOR THE DESIGN ENGINEER TO CALL IN A GEOTECHNICAL ENGINEER FOR CONSULTATION AND ADVICE, ETC. - STEPSWHICH TAKEN ALTOGETHER WITH THE INITIAL DESIGN SHOWN ON THE PLANS, CONSTITUTE THE COMPLETE DESIGN OF THE ROAD,STREET OF PARKING AREA (PRIVATE OR PUBLIC). THE DESIGN ENGINEER MUST BE GIVEN THE FULL LATITUDE AND OPPORTUNITY TOCOMPLETE THE DESIGN BY FULLY PARTICIPATING IN THE CONSTRUCTION PROCESS. PLAN DESIGN IS A SMALL PORTION OF THE DESIGNAND CANNOT BE SEPARATED FROM THE CONSTRUCTION PROCESS IF THE OWNER'S/CLIENT'S DESIRE IS TO HAVE THE DESIGN ENGINEERSTAND BEHIND THE COMPLETED DESIGNED PROJECT.

GENERAL CONSTRUCTION NOTES:

P PROPERTY LINE

L

L

CENTERLINE DIAMETER OR ROUND

C AND &

-- C --

-- A --

-- B --

-- D --

-- E --

-- F --

-- G --

-- H --

-- I --

-- L --

-- M --

-- N --

-- O --

-- P --

-- R --

-- S --

-- T --

-- U --

-- V --

-- W --

-- Y --

** ALL SYMBOLS & ABBREVIATIONS SHOWN ON THIS SHEETMAY OR MAY NOT BE USED IN THIS DRAWING PACKAGE **

IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION

GENERAL ABBREVIATIONS:

ABC AGGREGATE BASE ASPHASPHALT

AVE AVENUE

BLVD BOULEVARDBLDG BUILDINGBOC BACK OF CURBBW BOTTOM OF WALL

CB CATCH BASINCI CURB INLETCIP CAST IRON PIPECLS CLASSCJ CONTROL JOINTCO CLEANOUTCONC CONCRETE

DI DROP INLETDIA DIAMETERDIP DUCTILE IRON PIPEDOM DOMESTICDR DRIVE

(XX) EXISTING ELEVATIONE EAST, EASTINGEL ELEVATIONEJ EXPANSION JOINTEOP EDGE OF PAVEMENTEX EXISTINGEVAP EVAPORATIVE

FDC FIRE DEPARTMENT CONNECTION

FES FLARED END SECTIONFFE FINISHED FLOOR ELEVATIONFG FINISHED GRADEFHA FIRE HYDRANT ASSEMBLYFL FLOW LINEFT FOOT OR FEET

G GASGALV GALVANIZEDGB GRADE BREAKGE GENERAL ELECTRICGR GRADE

HDPE HIGH DENSITY POLYETHYLENEHORIZ HORIZONTALHOV HIGH OCCUPANCY VEHICLEHP HIGH POINT

IAW IN ACCORDANCE WITHI.H. INTERSTATE HIGHWAYINV INVERT

LEN LENGTHLEV LOW EMISSION VEHICLELF LINEAR FEETLP LOW POINT

MAX MAXIMUMMH MANHOLEMIN MINIMUM

N NORTH, NORTHINGNCDENR NORTH CAROLINA DEPARTMENT OF

ENVIRONMENT & NATURAL RESOURCESNCDOT NORTH CAROLINA DEPARTMENT OF

TRANSPORTATIONNTS NOT TO SCALE

OH OVERHEADOCB OFF-SET CATCH BASIN

PCC PORTLAND CEMENT CONCRETEPE POLYETHYLENEPKWY PARKWAYPOC POINT OF CONNECTIONPVC POLYVINYL CHLORIDE

R RADIUSRCP REINFORCED CONCRETE PIPER.O.W. RIGHT OF WAYRPDA REDUCED PRESSURE

DETECTOR ASSEMBLYRPZ REDUCED PRESSURE ZONE

S SOUTHSD STORM DRAINSDMH STORM DRAIN MANHOLESDE SIGHT DISTANCE EASEMENTSSMH SANITARY SEWER MANHOLESS SANITARY SEWERSTA STATIONSTD STANDARDST.STL STAINLESS STEELSWPPP STORMWATER POLLUTION

PREVENTION PLAN

TB TOP OF BARRIERTC/TOC TOP OF CURBTD TEMPORARY DIVERSIONTH TEST HEADERTOP TOP OF PIPETP TOP OF PADTYP TYPICALTW TOP OF WALL

UG UNDERGROUND

VEG VEGETATEDVERT VERTICAL

W WESTW/ WITHW/O WITHOUT

YI YARD INLET

www.ncocc.org

BEFORE YOU DIG,CALL

NORTH CAROLINAONE CALL CENTER

1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A WELL ABANDONMENT PERMITFROM WAKE COUNTY DEPARTMENT OF ENVIRONMENTAL SERVICES (WCDES)PRIOR TO ABANDONING WELL. CONTRACTOR SHALL PROVIDE WCDES 24 HOURSNOTICE & OBTAIN PERMIT PRIOR TO ABANDONMENT.

2. ALL WATER SUPPLY WELLS SHALL BE PERMANENTLY ABANDONED PER NORTHCAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISIONOF WATER QUALITY STANDARDS. ABANDONMENT OF WELLS SHALL ADHERE TOTITLE 15A NORTH CAROLINA ADMINISTRATIVE CODE, CHAPTER 2C, SECTION.0113. TO OBTAIN A COMPLETE COPY OF THESE RULES:http://reports.oah.state.nc.us/ncac.asp OR CONTACT THE DIVISION OF WATERRESOURCES AT DENR AQUIFER PROTECTION SECTION 1636 MAIL SERVICECENTER RALEIGH, NORTH CAROLINA 27699-1636 PHONE: (919) 733-3221 FAX: (919)715-0588

3. WELLS MUST BE ABANDONED BY A CERTIFIED WELL CONTRACTOR.

4. THE WELL CONTRACTOR MUST SUBMIT A RECORD OF ABANDONMENT (NCDENRFORM GW-30) TO THE DIVISION OF WATER RESOURCES WITHIN 30 DAYS AFTERCOMPLETION OF WELL ABANDONMENT.

WELL ABANDONMENT NOTES:

WE

ND

EL

L F

AL

LS

PK

WY

.75' Public Right-of-Way

C

T

T

T

T

F

F

42" Oak

42" Oak

31" Oak

36" Oak

OP

OPOP

OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP

OPOP

OPOP

OPOP

OPOP

OPOP

OPOP

OPOP

OPOP

OPOP

OPOP

300

295

290290

290

285

285

280275

270

270

265

265

260

EXIST.BRIDGE

EX. 15" RCPINV: 262.55

EX. 15" RCPINV: 262.17

EX. EDGE OF PAVEMENT

JA

K

E

M

A

Y

D

R

IV

E

60' P

ublic

Righ

t-of-W

ay

EX. 15" RCPINV: 295.45

EX. 15" RCPINV: 295.09

EX. 24" RCPINV: 279.35

EX. 24" RCPINV: 281.13

EX. E

DGE

OF P

AVEM

ENT

EX. TREELINE

EX. WELL

S

8

0

°5

2

'2

1

" W

6

9

8

.1

9

'

N 8

4°04'5

6" W

248.7

7'

130.55'

S 66°02'55" W

108.13'

S 88°12'04" W

141.07'

N 61°47'51" W

N 07°36'13" E 450.49'

(D.B

. 161

2, Pg

. 543

)

S 8

4°47'0

0" E

454.4

0'

S 8

5°2

5'5

8" E

1512.3

4'

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

SS

SS SS SS SS SS SS

S 89°45'30" E 281.51'

S

S S

CENTER OFBUFFALO CREEK

IS PROPERTY LINE

N

7

6

°

5

8

'2

1

" W

1

0

2

5

.2

6

'

L3

L

4

L12

L

1

3

L

5

L

1

0

L

6

L

9

L

7

L

8

L

1

1

L

1

L2

EX. BUFFALOCREEK BANK

N

07°36'13" E

413.02'

EX. SSMHRIM: 261.13

INV IN: 253.13 (12" DIP)INV OUT: 253.03 (12" DIP)

EX. SSMHRIM: 261.41

EX. SSMHRIM: 259.05

EX. MAG NAILAT INTERSECTON

EX. 1/2"IRON PIPE

( GROUND LEVEL )

EX. 1/2"IRON ROD

( 0.1' BELOW ASPHALT ) EX. 3/4"IRON PIPE( GROUND LEVEL )

EX. CONCRETER/W MONUMENT

EX. 1/2"IRON PIPE( CAP & TACKGROUND LEVEL ) EX. 1/2"

IRON ROD( GROUND LEVEL )

EX. 1/2"IRON ROD( GROUND LEVEL )

W

FW

FW

FW

FW

FWFW

FWFW

FWFW

FW

FW

FWFW

FWFW

FWFW

FWFW

FWFW

FWFW

FWFW

FWFW

500Y

R

500YR

500YR

500YR

500YR

500YR500YR

500YR

500Y

R

500YR

500YR

500YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR100YR

100YR

100YR

100YR

100YR

100YR100YR

100YR

100YR

100Y

R10

0YR

100YR 100YR100YR

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W

12" DIP WATER MAIN (LOCATIONAPPROXIMATE)

WENDELL COUNTRYCLUB, INC.

D.B.003507, PG.00069PIN: 1783-16-6857

ZONING: RALAND USE: GOLF COURSE

JACKIE F SMITH REVOCABLE LIVING TRUSTTHE FOWLER, JUNE MAY HEIRS

ADDRESS: 941 WENDELL FALLS PARKWAYPIN: 1783-17-8750

DEED BK 15786, PAGE 2665ZONING: RA

AREA: 14.31 AC

RICKY MOSSD.B.15E, PG.3961PIN: 1783-37-3699

ZONING: RALAND USE: AGR-FARM

L14

FOXBOROUGH CROSSINGSUBDIVISION

B.M. 2008, PG. 1673

SR #1007

500 YR FLOODPLAIN

PROPERTYBOUNDARY, TYP

100 YR FLOODPLAIN

WOODS LINE

EXISTING POWER TO BERELOCATED - COORDINATEWITH POWER COMPANY

EXISTING WELL TO BEABANDONED - REFER

TO NOTES ON C-01

COORDINATE WITHOWNER FOR COUNTRYCLUB SIGN RELOCATION

LINE BEARING DISTANCEL1 S 17°06'12" E 27.13'L2 S 04°59'25" E 34.34'L3 S 00°23'21" W 30.90'L4 S 45°27'17" W 52.99'L5 S 63°49'52" W 25.59'L6 S 38°31'40" W 20.75'L7 S 25°47'34" W 51.13'L8 S 11°51'49" E 36.07'L9 S 19°04'40" E 32.02'L10 S 44°44'33" E 40.49'L11 S 46°50'44" E 56.23'L12 S 04°30'05" W 40.58'L13 S 28°00'07" W 14.18'L14 S 04°39'00" W 15.27'

EX. PROPERTY CORNERNEW 3/4" IRON PIPE

COMPUTED POINT

DEED BOOKD.B.BOOK OF MAPSB.M.PAGE

SQUARE FEET

Pg.

S.F.ACRESAc.

PARCEL ID NUMBERPIN

CATCH BASINSTORM JUNCTION BOX

WATER VALVEWATER METERSANITARY SEWER MANHOLESANITARY SEWER CLEANOUT

POWER POLE

LAMP POST

EX. CONCRETE MONUMENT

POWER PEDESTAL

X X FENCE

OP OVERHEAD POWERUP UNDERGROUND POWER

SD STORM PIPESS SANITARY SEWER PIPEW WATER MAIN

STORM GRATED INLET

STORM CLEANOUTFLARED-END SECTION

FIBER OPTIC MARKERTELEPHONE PEDESTALCABLE PEDESTAL

T UNDERGROUND TELE.

GAS MARKER

G GAS MAIN

PROPERTY BOUNDARYEASEMENT

MAJOR CONTOURMINOR CONTOUR

P

F

T

C

W

D

G

S

FIRE HYDRANT

335

WOOODS LINE



(919) 552-0849(919) 552-2043C

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PROFESSIONAL'S SEAL

DATE:FILE NO.


REVISIONS

24 x 36

STATUS

CONSULTANT CLIENT

MASTER PLAN


NOVEMBER 7, 20192019-045

FOR REVIEW ONLY



205 S. Fuquay Ave.


919.770.4174(m)


[email protected]


EXISTING CONDITIONS PLAN

C-02

1" = 80'

N

SCALE IN FEETSCALE IN FEETHORIZONTAL

80' 160'040'80'SCALE: 1 IN = 80 FT

PROPERTY LINE TABLE:

PROFESSIONAL ENGINEER SEALNOT AFFIXED TO SHEET AS

ENGINEER DOES NOT CERTIFYINFORMATION PROVIDED BY

OTHERS

GENERAL NOTES:1. THIS PLAN IS NOT INTENDED FOR PLATTING OR RECORDATION. THE INTENT OF THIS PLAN IS TO ILLUSTRATE THE

EXISTING FEATURES, STRUCTURES AND TOPOGRAPHY OF THE PROPERTY.2. THE INFORMATION SHOWN ON THIS PLAN WAS PROVIDED AND DEVELOPED BY TAYLOR LAND CONSULTANTS AND IS NOT

A RESULT OF A FIELD SURVEY BY CURRY ENGINEERING. CURRY ENGINEERING DOES NOT GUARANTEE THE ACCURACYOF THE INFORMATION. THE SEAL AFFIXED TO THIS SHEET IS ONLY TO CERTIFY INFORMATION PERTAINING TODEMOLITION ITEMS. THE INFORMATION SHOWN REPRESENTS A FIELD SURVEY CONDUCTED BETWEEN MAY-JUNE 2019.

3. THE ENGINEER UNDERSTANDS THE SURVEY INFORMATION PROVIDED TO MEET THE FOLLOWING CRITERIA:· FIELD SURVEY PERFORMED AUGUST, 2019.· SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD,

ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE OR ANY OTHER FACTS THATAN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.

· THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVEGROUNDSTRUCTURES AND RECORD DRAWINGS PROVIDED THE SURVEYOR. LOCATIONS OF UNDERGROUNDUTILITIES/STRUCTURES MAY VARY FROM LOCATION SHOWN HEREON. ADDITIONAL BURIEDUTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESSOF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES.

· ALL COORDINATES AND BEARINGS ARE BASED ON THE NORTH AMERICAN DATUM OF 1983(NSRS2011).ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). UNITS OFMEASUREMENT ARE US SURVEY FEET

4. EXISTING CONDITIONS SHOWN DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUNDUTILITIES THAT MAY OR MAY NOT BE PRESENT ON SITE. CONTRACTOR TO FIELD VERIFY AND LOCATE ALLUNDERGROUND UTILITIES PRIOR TO START OF EXCAVATION.

5. WETLANDS & STREAM DELINEATION NOT CONDUCTED AT TIME OF PRELIMINARY SUBDIVISION PLAN.6. STREAM AND WETLAND IMPACTS TO BE PERMITTED THROUGH THE US ARMY CORP OF ENGINEERS AND THE NORTH

CAROLINA DEPARTMENT OF NATURAL RESOURCES - DIVISION OF WATER RESOURCES. COPIES OF IMPACT APPROVALSTO BE PROVIDED PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS.

LEGEND:LEGAL DESCRIPTION

941 Wendell Falls Parkway

Being that certain parcel of land located in Mark's Creek Township, Wake County, North Carolina, and being more particularly described asfollows:

BEGINNING at an existing concrete monument on the southern right-of-way margin of Wendell Falls Parkway, said concrete monumenthaving North Carolina State Plane coordinates of North 737,786.28 and East 2,182,114.28; thence from said Point of Beginning, S 84°47'00"E a distance of 454.40' to a new iron pipe set; thence S 89°45'30" E a distance of 281.51' to a point in the approximate center of BuffaloCreek; thence with the approximate center of Buffalo Creek, the following thirteen calls:

1) S 17°06'12" E a distance of 27.13' to a point;2) S 04°59'25" E a distance of 34.34' to a point;3) S 00°23'21" W a distance of 30.90' to a point;4) S 45°27'17" W a distance of 52.99' to a point;5) S 63°49'52" W a distance of 25.59' to a point;6) S 38°31'40" W a distance of 20.75' to a point;7) S 25°47'34" W a distance of 51.13' to a point;8) S 11°51'49" E a distance of 36.07' to a point;9) S 19°04'40" E a distance of 32.02' to a point;10) S 44°44'33" E a distance of 40.49' to a point;11) S 46°50'44" E a distance of 56.23' to a point;12) S 04°30'05" W a distance of 40.58' to a point;13) S 28°00'07" W a distance of 14.18' to a point;

Thence N 76°58'21" W a distance of 1025.26' to a new iron pipe set; thence N 61°47'51" W a distance of 141.07' to a new iron pipe set;thence N 84°04'56" W a distance of 248.77' to a new iron pipe set; thence S 88°12'04" W a distance of 108.13' to a new iron pipe set; thenceS 66°02'55" W a distance of 130.55' to a new iron pipe set; thence S 80°52'21" W a distance of 698.19' to a new iron pipe set on the easternright-of-way margin of Jake May Drive; thence with the eastern right-of-way margin of Jake May Drive; N 07°36'13" E a distance of 413.02' toa point on the southern right-of-way margin of Wendell Falls Parkway; thence with the southern right-of-way margin of Wendell Falls Parkway,S 85°25'58" E a distance of 1512.34' to a new iron pipe set, and S 04°39'00" W a distance of 15.27' to the original Point of Beginning.The above described annexation area containing an area of 623,212 square feet (14.307 acres).

All deeds and plats referenced above recorded in Wake County Register of Deeds.

CBU

ROADWAY CENTER LINE

RIGHT OF WAY LINELOT LINE

SETBACK LINESCM LIMITS

VALLEY/ROLLED CURB & GUTTERSTANDARD CURB & GUTTER

WCR WHEELCHAIR RAMPSIGN

SPILL CURB & GUTTER

STREET LIGHT

CLUSTER MAILBOX UNIT

UTILITY/STORM EASEMENT

PHASE LINE

STREET TREE EASEMENT

ASPHALT PAVEMENT

CONCRETE SIDEWALK

ASPHALT OVERLAY

IMPROVED PARKOPEN SPACE

FULLY ACTIVEOPEN SPACE

PASSIVE OPEN SPACE

SUPPLEMENTALOPEN SPACE

WE

ND

EL

L F

AL

LS

PK

WY


C

T

T

T

T

F

F

42" Oak

42" Oak

31" Oak

36" Oak

OP

OPOP


OPOP

OPOP

OPOP

OPOP

OPOP

OPOP

OPOP

OPOP

OPOP

OPOP

EXIST.BRIDGE


JA

K

E

M

A

Y

D

R

IV

E

60' P

ublic

Righ

t-of-W

ay

EX. E

DGE

OF P

AVEM

ENT

EX. WELL

(D.B

. 161

2, Pg

. 543

)

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

SS

SS SS SS SS SS SS

S

S S


IS PROPERTY LINE


W

FW

FW

FW

FW

FWFW

FWFW

FWFW

FW

FW

FWFW

FWFW

FWFW

FWFW

FWFW

FWFW

FWFW

FWFW

500Y

R

500YR

500YR

500YR

500YR

500YR500YR

500YR

500Y

R

500YR

500YR

500YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR100YR

100YR

100YR

100YR

100YR

100YR100YR

100YR

100YR

100Y

R10

0YR

100YR 100YR100YR


D.B.003507, PG.00069PIN: 1783-16-6857





B.M. 2008, PG. 1673

SR #1007

IP1 IP3

IP2

FA1

P1

P2

P3

P4

OS1


CONSTRUCTEDWETLAND STORMWATER

CONTROL MEASURE(SCM)

MAILBOX KIOSK

20' PRIVATE STORMDRAINAGE EASEMENT

707172737475

5354555657585960616263646566676869

5251504948474645444342414039383736353433323029282726

2422212019181716151413

654321 7 8 9 10 11 12

2523

31STREET A

STREET B

10' ROW DEDICATION

10x70 SDT

10x70 SDT

10x70 SDT10x70 SDT

10x70 SDT

10x70 SDT


20' CITY OF RALEIGHPUBLIC UTILITYEASEMENT

PROPERTYBOUNDARY

679'

704'

20' PUBLICGREENWAYEASEMENT

10' MAINTENANCEACCESS EASEMENT

OPEN SPACETABLE

AREADESIGNATION

FA1

IP1

IP2

IP3

P1

P2

P3

P4

AREA(SQFT.)

23,350

15,696

3,701

14,393

28,157

1,366

1,425

1,425

AREA(AC.)

0.54

0.36

0.08

0.33

0.65

0.03

0.03

0.03



(919) 552-0849(919) 552-2043C

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PROFESSIONAL'S SEAL

DATE:FILE NO.


REVISIONS

24 x 36

STATUS

CONSULTANT CLIENT

MASTER PLAN


NOVEMBER 7, 20192019-045

FOR REVIEW ONLY


Y

T

T

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SEAL

36823

N

A

N

N

G

I

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205 S. Fuquay Ave.


919.770.4174(m)


[email protected]

PRELIMINARY

DO NOT USE FOR

CONSTRUCTION


OVERALL SITE LAYOUT

C-03

1" = 80'

LEGEND:

GENERAL NOTES:1. ALL CONSTRUCTION SHALL BE PER TOWN OF WENDELL STANDARDS AND

SPECIFICATIONS.2. ALL DIMENSIONS ARE IN FEET AND TO BACK OF CURB UNLESS OTHERWISE NOTED.3. ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE

NOTED.4. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND

UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS.5. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL

BE DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED AND REPLACED BYA LICENSED LAND SURVEYOR AT THE COST OF THE CONTRACTOR.

6. CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN ANDTHE PUBLIC WILL BE PROTECTED FROM INJURY AND ADJOINING PROPERTYPROTECTED FROM DAMAGE

7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPONCOMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURINGCONSTRUCTION.

8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/ORMATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, UTILITYPOLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT AREDISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALLBE REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THEAPPROPRIATE SPECIFICATIONS.

9. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMEDNECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONSTHEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY DESIGNER FORREVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWEDWITHOUT APPROVAL BY THE FACILITY DESIGNER.

10. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATIONPURPOSES ONLY.

11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENTPROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSIONMUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.

12. ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT. SIGN MUST REMAINOUT OF SIGHT TRIANGLES AS SHOWN ON PLANS.

13. ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT.MILL 1.5 FEET @ 1.5 INCHES DEEP MINIMUM TO PROVIDE A LONGITUDINAL LAP JOINFOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIOD OF TIMEGREATER THAN 48 HOURS BEFORE A STREET IS TO BE PAVED OR RESURFACED.

14. COMMON OPEN SPACE SHALL BE OWNED & MAINTAINED BY HOMEOWNERSASSOCIATION.

15. ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE SUBMITTED TO THETOWN OF WENDELL FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.

16. ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED AS PART OF THE FINALPLAT OF THE SUBDIVISION. EASEMENTS BASED OF CENTER OF UTILITY OR PIPESHALL BE PER AS-BUILT LOCATIONS.

17. AREAS OF PARENT PARCEL THAT ARE NOT SUBDIVIDED TO CREATE SINGLE FAMILYRESIDENTIAL LOTS ARE TO REMAIN AS ONE PARCEL TO BE OWNED AND MAINTAINEDBY THE HOMEOWNERS' ASSOCIATION OF THE NEIGHBORHOOD.

N


80' 160'040'80'SCALE: 1 IN = 80 FT

1C-04

1C-05

OP

24'

17+00PT:16+70

L3C2

IP1

IMPROVED PARK

OPEN SPACE

15,696 SQFT.0.36 AC.

IP3

IMPROVED PARK

OPEN SPACE

14,393 SQFT.0.33 AC.

IP2

FA1

IMPROVED PARK

OPEN SPACE

3,701 SQFT.0.08 AC.

FULLY ACTIVE

OPEN SPACE

23,350 SQFT.0.54 AC.

P1

PASSIVE

OPEN SPACE

28,157 SQFT.0.65 AC.

C

T

T

T

F

F

JA

K

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A

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Righ

t-of-W

ay

SD

(D.B

. 161

2, Pg

. 543

)W W W W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

WW

707172737475

5354

5556

5758

5960

61626364

6566676869

35343332

3029

2827

26

24222120

1918

1716151413

6543217 8 9 10 11

12

25

23

31

WCR10

8'

24'

109'

24'

20'

109'

3'17'

20'

109'

20'

20'

108'

20'

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106'

20'

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102'

24'

95'

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95'

14'10'

20'

95'

20'

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95'

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20'95

'

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6' 14'

20'

96'

20'

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16' 4'

95'

20'

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96'

20'

20'

97'

20'

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99'

20'

24'

102'

24'

10+0

0

11+0011+20

PC:10

+19

PT:11+06

10+00

11+0012+00

13+00

14+00

15+00

16+00

17+00

18+00 19+00

PC:11+05

PC:15+91

PC:17+77

PT:12+51

PT:16+70

PT:18+64

WCR

WCR

WCR

WCR

L1

L2

L3

C1

C2

C3

L5

L6

C4

2600 SF

2499 SF2135 SF

2165 SF2177 SF2174 SF

1900 SF2280 SF

2280 SF1901 SF

1901 SF1902 SF1902 SF

2283 SF

2321 SF1945 SF

1936 SF1922 SF

2289 SF2280 SF

1900 SF1900 SF

1900 SF

1909 SF1914 SF1919 SF1924 SF2303 SF

2280 SF

1900 SF

1900 SF

1900 SF

1900 SF

1900 SF2280 SF

2280 SF1900 SF

1900 SF1900 SF

1900 SF2280 SF

2285 SF

2296 SF

1900 SF1900 SF

1900 SF

2315 SF1906 SF

1900 SF1900 SF

1900 SF2280 SF

2412 SF1955 SF1922 SF

1904 SF1900 SF

2280 SF

WCR

WCR

STREET LIGHT

STOP SIGN30" ROLLED

CURB & GUTTER 5' SIDEWALK

SEE ENLARGEDVIEW THIS SHEET

STREETLIGHT

"YIELD TOPEDESTRIANS"

SIGN

30" ROLLEDCURB & GUTTER

30" STANDARDCURB & GUTTER




SEE ENLARGEDVIEW ON C-05

5' SIDEWALK

STREET A

RESIDENTIAL LOCAL STREET

STREET B


10'x70 SDT

10'x70 SDT

10'x70 SDT

10'x70 SDT

20'

15'

15'

20'

25'

23'

15'

40'26'

40' CL TO ROW

10' ROW DEDICATION( 79' ULTIMATE ROW)

70' ROW

25' CL TOBOC

R35'

R35'


10' SIDEPATH

POWER EASEMENTTO BE VACATED

6' SIDEWALK

5' SIDEWALK

6' SIDEWALK

5' SIDEWALK

52' ROW

22' EP/EP

52' ROW22' EP/EP

R5'

R35.5'R32.5'

R30'

R30'

PUBLIC ACCESS EASEMENT PUBLIC ACCESS EASEMNT

10' SIDEPATH

TRANSITION WIDTH FROM 10'ASPHALT PATH TO 6' CONC.

SIDEWALK IN RADIUS

CROSSWALK

STOP SIGN

STOP SIGN

MULCHED TRAIL CONNECTING TO SIDEPATHWITH RECEPTACLE AND WASTE STATION FORDOG WALKING OPEN SPACE DESIGNATION.

PARK BENCH (TYP.)ALONG SIDEPATH

LINE TABLE

NAME

L1

L2

L3

L5

L6

L7

L8

ROADWAY

STREET A

STREET A

STREET A

STREET B

STREET B

STREET A

STREET A

LENGTH

105.28'

339.22'

106.68'

18.67'

13.53'

561.17'

81.00'

DIRECTION

S82°23'47"E

N80°52'21"E

N69°30'01"E

S4°34'02"W

S20°29'59"E

S85°25'58"E

N4°39'21"E

BEGINSTATION

10+00.00

12+51.29

16+69.91

10+00.00

11+06.17

18+64.09

24+25.26

ENDSTATION

11+05.28

15+90.52

17+76.59

10+18.67

11+19.71

24+25.26

25+06.26

CURVE TABLE

NAME

C1

C2

C3

C4

ROADWAY

STREET A

STREET A

STREET A

STREET B

RADIUS

500.00'

400.00'

200.00'

200.00'

ARCLENGTH

146.01'

79.39'

87.50'

87.50'

CHORDLENGTH

145.49'

79.26'

86.80'

86.80'

CHORDDIRECTION

N89°14'17"E

N75°11'11"E

N82°02'02"E

S7°57'58"E

BEGINSTATION

11+05.28

15+90.52

17+76.59

10+18.67

ENDSTATION

12+51.29

16+69.91

18+64.09

11+06.17

CBU

ROADWAY CENTER LINE





SPILL CURB & GUTTER

STREET LIGHT



PHASE LINE


ASPHALT PAVEMENT

CONCRETE SIDEWALK

ASPHALT OVERLAY



PASSIVE OPEN SPACE




(919) 552-0849(919) 552-2043C

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205 S. Fuquay Ave.


919.770.4174(m)


[email protected]

PRELIMINARY

DO NOT USE FOR

CONSTRUCTION


PARTIAL SITE LAYOUT I

C-04

1" = 30'

N

30' 60'

SCALE IN FEET

15'30'SCALE: 1 IN = 30 FT

SCALE IN FEETHORIZONTAL

0

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SCALE:

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CLUSTER MAILBOX UNIT1" = 20'

ENLARGED VIEW

18'

CLUSTER BOX UNIT STREET LIGHTACCESSIBLE

PARKING SIGNWCR


PUBLIC ACCESS EASEMENT

SCALE:

1C-04

PARTIAL SITE LAYOUT1" = 30'

9' 9'11'

4'17'

4'

STOP SIGN

LEGEND:

R5' R5'

WE

ND

EL

L F

AL

LS

PK

WY


T

SD

500YR

500YR

500YR

500YR

500YR

500YR500YR

500YR500YR

500YR

500YR

500YR

500Y

R

500Y

R

500YR

500YR

500YR

500YR

500YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR 100YR

100YR

100YR

100Y

R

100YR

100YR100YR

100YR

100Y

R

100YR

100YR

100YR

100Y

R

100Y

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100YR

100YR

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100YR

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100YR

100YR100YR

100YR

100YR

100YR

100Y

R

W W W W W W W W W W WW W W W W W W W W W W W W W W W W W W W W

W W W W W W W W W W W

SR #1007

P2

P3

P4

PASSIVE

OPEN SPACE

1,366 SQFT.0.03 AC.

PASSIVE

OPEN SPACE

1,425 SQFT.0.03 AC.

PASSIVE

OPEN SPACE

1,425 SQFT.0.03 AC.

OS1

SUPPLEMENTAL

OPEN SPACE

268,586 SQFT.6.17 AC.

5251504948474645444342414039383736353433

95'

24'

96'

24'

95'

20'

20'

95'

20'

20'

95'

24'

24'

95'

24'

95'

24'

95'

20'

20'

95'

20'

20'95

'

20'

20'

95'

20'

20'

95'

24'

24'

95'

24'

95'

24'

95'

20'

20'

95'

20'

20'

95'

20'

20'

95'

20'

20'

95'

24'

24'

95'

24'

95'

24'

96'

20'

20'

96'

20'

20'

96'

20'

20'

25+0

6

19+00

20+00

21+00

22+00

23+00

24+00

25+0

0

PI:24+25WCR

2290 SF1906 SF1904 SF2282 SF2280 SF1900 SF1900 SF1900 SF1900 SF2280 SF

2280 SF1900 SF1900 SF1900 SF1900 SF2280 SF2284 SF1909 SF1914 SF1919 SF

L7

L8

WCR

WCR WCR

SEE ENLARGEDVIEW THIS SHEET

STREET LIGHT

STOP SIGN

30" ROLLEDCURB & GUTTER


STREET A


10'x70 SDT

10' SIDEPATH STREETLIGHT

5' SIDEWALK

15'

15'

15'

20' PRIVATE STORMDRAIN EASEMENT


100 YR FLOODPLAIN

20' CITY OFRALEIGH PUBLIC

UTILITY EASEMENT

CONSTRUCTED WETLAND SCM

R5'R30'

R48'

R8'R5'

R22.5'

10'x70 SDT

ADA PARKINGSIGN

PROPERTYBOUNDARY

POWER EASEMENTTO BE VACATED

10' SIDEPATH

52' ROW

28' EP/EP

R24'R23.5'

R23.5'R24'

PUBLIC ACCESSEASEMENT



10'MAINTENANCEACCESS EASEMENT

PARK BENCH (TYP.)ALONG SIDEPATH

LINE TABLE

NAME

L1

L2

L3

L5

L6

L7

L8

ROADWAY

STREET A

STREET A

STREET A

STREET B

STREET B

STREET A

STREET A

LENGTH

105.28'

339.22'

106.68'

18.67'

13.53'

561.17'

81.00'

DIRECTION

S82°23'47"E

N80°52'21"E

N69°30'01"E

S4°34'02"W

S20°29'59"E

S85°25'58"E

N4°39'21"E

BEGINSTATION

10+00.00

12+51.29

16+69.91

10+00.00

11+06.17

18+64.09

24+25.26

ENDSTATION

11+05.28

15+90.52

17+76.59

10+18.67

11+19.71

24+25.26

25+06.26

CURVE TABLE

NAME

C1

C2

C3

C4

ROADWAY

STREET A

STREET A

STREET A

STREET B

RADIUS

500.00'

400.00'

200.00'

200.00'

ARCLENGTH

146.01'

79.39'

87.50'

87.50'

CHORDLENGTH

145.49'

79.26'

86.80'

86.80'

CHORDDIRECTION

N89°14'17"E

N75°11'11"E

N82°02'02"E

S7°57'58"E

BEGINSTATION

11+05.28

15+90.52

17+76.59

10+18.67

ENDSTATION

12+51.29

16+69.91

18+64.09

11+06.17

TF

SD

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

IP3

IMPROVED PARK

OPEN SPACE

14,393 SQFT.0.33 AC.

IP2

FA1

IMPROVED PARK

OPEN SPACE

3,701 SQFT.0.08 AC.

FULLY ACTIVE

OPEN SPACE

23,350 SQFT.0.54 AC.

20'20'

20'24'

24'20'

20'20'

97'

24'

96'

10+0

0

11+00

PC:10

+19

18+00

19+00 20+00 21+00 22+00PT:18+64

WCRWCR

C3

L5

C4

L7

CBU

ROADWAY CENTER LINE





SPILL CURB & GUTTER

STREET LIGHT



PHASE LINE


ASPHALT PAVEMENT

CONCRETE SIDEWALK

ASPHALT OVERLAY



PASSIVE OPEN SPACE




(919) 552-0849(919) 552-2043C

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DATE:FILE NO.


REVISIONS

24 x 36

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CONSULTANT CLIENT

MASTER PLAN


NOVEMBER 7, 20192019-045

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205 S. Fuquay Ave.


919.770.4174(m)


[email protected]

PRELIMINARY

DO NOT USE FOR

CONSTRUCTION


PARTIAL SITE LAYOUT II

C-05

1" = 30'

N

30' 60'

SCALE IN FEET

15'30'SCALE: 1 IN = 30 FT


0

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HL

IN

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SCALE:

1C-05


SCALE:

2C-05

WENDELL FALLS PARKWAY PLAN1" = 30'

100'FULL STORAGE

50'FULL DECELERATION

100'BAY TAPER 2/3 APPROACH TAPER

300' APPROACH TAPERW = 6'

DESIGN SPEED = 50 MPHWS=APPROACH TAPER LENGTH

300' APPROACH TAPERW = 6'

DESIGN SPEED = 50 MPHWS=APPROACH TAPER LENGTH

11' LANE

12' TURN LANE

11' LANE

2' SHOULDER

2' SHOULDER

11' LANE

11' LANE

LEGEND:

N

R5'

WATER LINESANITARY SEWER LINESTORM DRAIN LINE

W

SS

FIRE HYDRANT ASSEMBLYGATE VALVETEETHRUST (REACTION) BLOCKINGBLOW OFF VALVE

WATER METER / SERVICESANITARY CLEANOUT / SERVICESANITARY MANHOLEFLARED END SECTIONRISER STRUCTURE

YARD INLETCATCH BASIN

YARD INLET (2'x2')OPEN THROAT YARD INLET

BACKFLOW PREVENTER

WE

ND

EL

L F

AL

LS

PK

WY


C

T

T

T

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F

F

OP

OPOP


OPOP

OPOP

OPOP

OPOP

OPOP

OPOP

OPOP

OPOP

OPOP

OPOP

300

295

290290

290

285

285

280275

270

270

265

265

260

EXIST.BRIDGE

EX. 15" RCPINV: 262.55

EX. 15" RCPINV: 262.17


JA

K

E

M

A

Y

D

R

IV

E

60' P

ublic

Righ

t-of-W

ay

EX. 15" RCPINV: 295.45

EX. 15" RCPINV: 295.09

EX. 24" RCPINV: 279.35

EX. 24" RCPINV: 281.13

EX. E

DGE

OF P

AVEM

ENT

EX. WELL

(D.B

. 161

2, Pg

. 543

)

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

SS

SS SS SS SS SS SS

S

S S


IS PROPERTY LINE


EX. SSMHRIM: 261.13

INV IN: 253.13 (12" DIP)INV OUT: 253.03 (12" DIP)

EX. SSMHRIM: 261.41

EX. SSMHRIM: 259.05

W

FW

FW

FW

FW

FWFW

FWFW

FWFW

FW

FW

FWFW

FWFW

FWFW

FWFW

FWFW

FWFW

FWFW

500YR

500YR

500YR

500YR

500YR500YR

500YR

500Y

R

500YR

500YR

500YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR100YR

100YR

100YR

100YR

100YR

100YR100YR

100YR

100YR

100Y

R10

0YR

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W

12" DIP WATER MAIN (LOCATIONAPPROXIMATE)


D.B.003507, PG.00069PIN: 1783-16-6857





B.M. 2008, PG. 1673

SR #1007

WATER MAIN POINT OFCONNECTION #1

12"x12" TS&V

WATER MAIN POINT OFCONNECTION #212"x8" TS&V

SANITARY SEWER POINTOF CONNECTION

EXISTING 12" WATERMAIN

EXISTING 12" SANITARYSEWER MAIN

707172737475

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WW

WW

WW

WW

W

SSSSSSSSSSSSSSSSSSSSSS

SSSSSS

SS

SSSS

SS

SSSS

SS

RELOCATE POWER LINE& POLES - COORDINATE

WITH DUKE ENERGY

EXTEND 12" DIP WATERMAIN DOWN JAKE MAY

DRIVE

PROPOSED 8" DIPWATER MAIN


PROPOSED 8" PVCSANITARY SEWER MAIN

PROPOSED 8" PVCSANITARY SEWER MAIN

RELOCATE POWER LINE& POLES - COORDINATE

WITH DUKE ENERGY



(919) 552-0849(919) 552-2043C

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PROFESSIONAL'S SEAL

DATE:FILE NO.


REVISIONS

24 x 36

STATUS

CONSULTANT CLIENT

MASTER PLAN


NOVEMBER 7, 20192019-045

FOR REVIEW ONLY



205 S. Fuquay Ave.


919.770.4174(m)


[email protected]

PRELIMINARY

DO NOT USE FOR

CONSTRUCTION


OVERALL UTILITY LAYOUT

C-06

1" = 80'

SCALE:

1C-06

LIGHT POLE DETAILNTS

GROUND

POLE UTILITY PORT

CONCRETEFOUNDATION PER DUKE

ENERGY

LIGHT FIXTURE

FIBERGLASS POLE

25'

MINI

MUM

STREET LIGHTS SHALL MEET TOWN OF WENDELL STANDARDS.

LEGEND:

GENERAL NOTES:1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS &

SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION).2. UTILITY SEPARATION REQUIREMENTS:

A. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLYSOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERALSEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TOWATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATEWELL OR 50' FROM A PUBLIC WELL.

B. WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IFTHIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATERMAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THESEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDEDIAMETER TO OUTSIDE DIAMETER.

C. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER AWATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED& INSTALLED TO WATERLINE SPECIFICATIONS.

D. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES,UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.

E. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN 24” MIN.VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONSCANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6” MIN. CLEARANCE (PER CORPUDDETAILS W-41 & S-49).

F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18” MIN. VERTICALSEPARATION REQUIRED.

3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR PROFILE BY THE CITY OFRALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.

4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUTCONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TOTHE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.

5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS REQUIRED ON ALL REUSEMAINS.

6. IT IS THE DEVELOPER’S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES NOT BEING USED INREDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDESABANDONING TAP AT MAIN & REMOVAL OF SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.

7. INSTALL 3 4" COPPER* WATER SERVICES WITH METERS LOCATED INSIDE ROW OR WITHIN A 2'X2' WATERLINE EASEMENT IMMEDIATELYADJACENT. NOTE: IT IS THE APPLICANT’S RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TOPROVIDE ADEQUATE FLOW & PRESSURE.

8. INSTALL 4” PVC* SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACEDEVERY 75 LINEAR FEET MAXIMUM.

9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ONALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0’ ABOVE THE NEXT UPSTREAM MANHOLE.

10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR ANYRIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.

11. NCDOT/RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICETAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.

12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE APPROVED BYTHE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT (919) 996-2334OR [email protected] FOR MORE INFORMATION.

13. CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTEDIN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUMREQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THEUNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL ANDPERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS OR THE LOCALCROSS-CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE HARTLEY AT (919) 996-5923 [email protected] FOR MORE INFORMATION.

14. PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN. THE CONTRACTOR SHALLCOORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING PUBLIC UTILITIES.

N


80' 160'040'80'SCALE: 1 IN = 80 FT

1C-07

1C-08

ATTENTION CONTRACTORS

The Construction Contractor responsible for the extension of water, sewer,and/or reuse, as approved in these plans, is responsible for contacting the PublicUtilities Department at (919) 996-4540 at least twenty four hours prior tobeginning any of their construction.

Failure to notify both City Departments in advance of beginning construction,will result in the issuance of monetary fines, and require reinstallation of anywater or sewer facilities not inspected as a result of this notification failure.

Failure to call for Inspection, Install a Downstream Plug, have Permitted Planson the Jobsite, or any other Violation of City of Raleigh Standards will result in aFine and Possible Exclusion from future work in the City of Raleigh.

PUBLIC

WATER DISTRIBUTION / EXTENSION SYSTEM

The City of Raleigh consents to the connection and extension of the City's public

water system as shown on this plan. The material and Construction methods

used for this project shall conform to the standards and specifications of the

City's Public Utilities Handbook.

CITY OF RALEIGH

PUBLIC UTILITIES DEPARTMENT PERMIT #

AUTHORIZATION TO CONSTRUCT

DATE

PUBLIC

SEWER COLLECTION / EXTENSION SYSTEM

The City of Raleigh consents to the connection and extension of the City's public

sewer system as shown on this plan. The material and Construction methods

used for this project shall conform to the standards and specifications of the

City's Public Utilities Handbook.

CITY OF RALEIGH

PUBLIC UTILITIES DEPARTMENT PERMIT #

AUTHORIZATION TO CONSTRUCT

DATE

SCALE:

2C-06

TYPICAL UNIT SERVICESNTS

4" SANITARY SEWER CLEANOUT& 4" SANITARY SEWER SERVICE,MINIMUM 1% SLOPE

STANDARD DOMESTIC 5/8" WATERMETER & 3/4" WATER SERVICE,DIRECT TAP WATER MAIN WITHCORPORATION STOP & CURB STOP

5' SIDEWALK

LOT LINE

707172737475

5354

5556

5758

5960

61626364

6566676869

35343332

3029

2827

26

24222120

1918

1716151413

6543217 8 9 10 11

12

25

23

31

108'

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109'

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20'

109'

3'17'

20'

109'

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20'

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106'

20'

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102'

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14'10'

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20'

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95'

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96'

24'

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96'

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95'

10' 10'

20'

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20'

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24'

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24'

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20'

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24'

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24'

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24'

95'

20'95

'

20'

20'

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20'

20'

95'

6' 14'

20'

96'

20'

24'

97'

24'

95'

24'

95'

24'

16' 4'

95'

20'

20'

96'

20'

20'

97'

20'

20'

99'

20'

24'

102'

24'

2600 SF

2499 SF2135 SF

2165 SF2177 SF2174 SF

1900 SF2280 SF

2280 SF1901 SF

1901 SF1902 SF1902 SF

2283 SF

2321 SF1945 SF

1936 SF1922 SF

2289 SF2280 SF

1900 SF1900 SF

1900 SF

1909 SF1914 SF1919 SF1924 SF2303 SF

2280 SF

1900 SF

1900 SF

1900 SF

1900 SF

1900 SF2280 SF

2280 SF1900 SF

1900 SF1900 SF

1900 SF2280 SF

2285 SF

2296 SF

1900 SF1900 SF

1900 SF

2315 SF1906 SF

1900 SF1900 SF

1900 SF2280 SF

2412 SF1955 SF1922 SF

1904 SF1900 SF

2280 SF

FHA

12"x12"x8" DIP TEE w/ T.B.(2) 12" GV(1) 8" GV

8" GV

CONTROL MEASURE

4" SANITARY SEWERC/O & SERVICE, TYP.

C

T

T

T

F

F

JA

K

E

M

A

Y

D

R

IV

E

60' P

ublic

Righ

t-of-W

ay

EX. 15" RCPINV: 295.45

EX. 15" RCPINV: 295.09

SD

EX. 24" RCPINV: 279.35

EX. 24" RCPINV: 281.13

(D.B

. 161

2, Pg

. 543

)W W W W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

WW

WW

WW W W

WW

WW

WW

WW

WW

W

W

W

W

W

W

W

W

W WW

W

WW

WW

WW

WW

WW

WW

W

SSSSSSSS

SS

SS

SS

SS

SS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSSSSSS


3/4" WATER METER& SERVICE, TYP.



12"x12"TS&Vw/ TB

FIBER OPTIC & TELEPHONEPEDESTALS AND LINES TOBE RELOCATED

FHA

FHA

4" SANITARY SEWERC/O & SERVICE, TYP.3/4" WATER METER

& SERVICE, TYP.

SSMH#9

SSMH#5

SSMH#6

SSMH#7

SSMH#8

SSMH#10

73 LF 8" PVC@ 0.50% MIN.

145 LF 8" PVC@ 0.50% MIN.

236 LF 8" PVC@ 0.50% MIN.

208 LF 8" PVC@ 0.50% MIN.112 LF 8" PVC

@ 0.50% MIN.

CB#106

CB#107CB#120

CB#121

CB#108

CB#109

CB#110

CB#111

CB#112

CB#113

CB#114

CB#115

CB#116

CB#117

YI#126

YI#127

YI#128

YI#129

YI#130

59 LF 24" RCP52 LF 18" RCP

26 LF 18" RCP138 LF 24" RCP

95 LF 24" RCP45 LF 24" RCP

152 LF 24" RCP143 LF 18" RCP

144 LF 15" RCP

25 LF 15" RCP

25 LF 15" RCP

23 LF 15" RCP

25 LF 15" RCP

31 LF 15" RCP

136 LF 15" HDPE

173 LF 15" HDPE

154 LF 15" HDPE

149 LF 15" HDPE

158 LF 15" HDPE

CB#201

FES#200

CB#202

CB#203

21 LF 18" RCP

123 LF 15" RCP

101 LF 15" RCP

CB#306

CB#307

CB#309

100 LF 15" RCP

316 LF 15" RCP

303 LF 15" RCPVARIABLE WIDTH PUBLIC STORMDRAINAGE EASEMENT

WATER METER TO BEINSTALLED WITHIN A

2'x2' "CORWLE"(TYP. ON ALL)


W

SS





BACKFLOW PREVENTER



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DATE:FILE NO.


REVISIONS

24 x 36

STATUS

CONSULTANT CLIENT

MASTER PLAN


NOVEMBER 7, 20192019-045

FOR REVIEW ONLY


Y

T

T

E

SEAL

36823

N

A

N

N

G

I

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W

E

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205 S. Fuquay Ave.


919.770.4174(m)


[email protected]

PRELIMINARY

DO NOT USE FOR

CONSTRUCTION


PARTIAL UTILITY LAYOUT I

C-07

1" = 30'

N

30' 60'

SCALE IN FEET

15'30'SCALE: 1 IN = 30 FT


0

MA

TC

HL

IN

E

RE

FE

R T

O P

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TIA

L

UT

IL

IT

Y L

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SCALE:

1C-07


LEGEND:


W

SS





BACKFLOW PREVENTER

T

SD

EX. 15" RCPINV: 262.55

EX. 24" RCPINV: 281.13

500YR

500YR

500YR

500YR

500YR

500YR500YR

500YR500YR

500YR

500YR

500YR

500Y

R

500Y

R

500YR

500YR

500YR

500YR

500YR

500YR

500YR

500YR

500YR

500YR

500YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR

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100YR 100YR

100YR

100YR

100Y

R

100YR

100YR

100YR

100YR

100YR

100YR100YR

100YR

100Y

R

100YR

100YR

100YR

100Y

R

100Y

R

100YR

100YR100YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR100YR

100YR

100YR

100YR

100Y

R

W W W W W W W W W W WW W W W W W W W W W W W W W W W W W W W W

W W W W W W W W W W W

45° DIP ELBOWw/ T.B.

CONSTRUCTEDWETLAND SCM

5251504948474645444342414039383736353433

95'

24'

96'

24'

95'

20'

20'

95'

20'

20'

95'

24'

24'

95'

24'

95'

24'

95'

20'

20'

95'

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24'

95'

24'

95'

24'

96'

20'

20'

96'

20'

20'

96'

20'

20'2290 SF1906 SF1904 SF2282 SF

2280 SF1900 SF1900 SF1900 SF1900 SF2280 SF2280 SF1900 SF1900 SF1900 SF1900 SF2280 SF

2284 SF1909 SF1914 SF1919 SF

12"x8" TS&Vw/ TB

SSMH#2

SSMH#3

SSMH#4

SSMH#5

313 LF 8" PVC@ 0.50% MIN.

267 LF 8" PVC@ 0.50% MIN.

304 LF 8" PVC@ 0.50% MIN.

286 LF 8" PVC@ 0.50% MIN.

CB#101

CB#104

FES#100

CB#103

CB#102

CB#105

CB#118

CB#119

YI#122YI#123

YI#124

YI#125

122 LF 36" RCP

59 LF 36" RCP

25 LF 30" RCP

262 LF 24" RCP

146 LF 24" RCP

138 LF 24" RCP

31 LF 15" RCP30 LF 15" RCP

31 LF 15" RCP

99 LF 15" HDPE

94 LF 15" HDPE

142 LF 15" HDPE

144 LF 15" HDPE

136 LF 15" HDPE



20' CITY OFRALEIGH PUBLIC

UTILITY EASEMENT

WW

WW

WW

WW

WW

WW

WW

WW

W

W

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

SSSSSSSSSSSSSSSSSS

4" SANITARY SEWERC/O & SERVICE, TYP.

3/4" WATER METER& SERVICE, TYP.

PROPOSED 8" C900DIP WATER MAIN

45° DIP ELBOWw/ T.B.

FHA

FHA

CB#303CB#304

CB#302

CB#305

278 LF 18" RCP

85 LF 18" RCP304 LF 15" RCP

252 LF 18" RCP

303 LF 15" RCP

VARIABLE WIDTH PUBLICSTORM DRAINAGE EASEMENT

WATER METER TO BEINSTALLED WITHIN A

2'x2' "CORWLE"(TYP. ON ALL)

SD

EX. 15" RCPINV: 262.55

EX. 15" RCPINV: 262.17

SSSS

SS

SS SS SS SSS

FWFW

FWFW

FWFW

FW

W W W W W W W W

SSMH#1

SSMH#EX

36 LF 8" PVC@ 0.50% MIN.

SS

SSSSSSSSSSSS

313 LF 8" PVC@ 0.50% MIN.

CB#301 FES#300

75 LF 18" RCP



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DATE:FILE NO.


REVISIONS

24 x 36

STATUS

CONSULTANT CLIENT

MASTER PLAN


NOVEMBER 7, 20192019-045

FOR REVIEW ONLY


Y

T

T

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SEAL

36823

N

A

N

N

G

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205 S. Fuquay Ave.


919.770.4174(m)


[email protected]

PRELIMINARY

DO NOT USE FOR

CONSTRUCTION


PARTIAL UTILITY LAYOUT II

C-08

1" = 30'

N

30' 60'

SCALE IN FEET

15'30'SCALE: 1 IN = 30 FT


0

LEGEND:

MA

TC

HL

IN

E

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TIA

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SCALE:

1C-08

PARTIAL UTILITY LAYOUT1" = 30'

MA

TC

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IN

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UT

FA

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CO

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IN

UA

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HIS

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MA

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SCALE:

2C-08

SANITARY SEWER CONNECTION1" = 30'



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OTTE

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0 3:43

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PROFESSIONAL'S SEAL

DATE:FILE NO.


REVISIONS

24 x 36

STATUS

CONSULTANT CLIENT

MASTER PLAN


NOVEMBER 7, 20192019-045

FOR REVIEW ONLY


Y

T

T

E

SEAL

36823

N

A

N

N

G

I

D

R

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W

E

E

E

P

S.

R

S

A

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O

F

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A

I

O

N

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205 S. Fuquay Ave.


919.770.4174(m)


[email protected]

PRELIMINARY

DO NOT USE FOR

CONSTRUCTION


SITE AND STREET DETAILS

D-01

N.T.S.

SCALE:

1D-01

TYPICAL STREET SECTIONNTS


COMPACTEDSUBGRADE

A

A SURFACE COURSE

CABC BASE COURSEC

PAVEMENTSECTION

B INTERMEDIATE COURSE

PAVEMENTTYPE

MINIMUMLIFT (IN)

MAXIMUMLIFT (IN)

S 4.75A 0.5 1.0SF 9.5A 1.0 2.0

1.5 2.02.5 4.0

5.5B 37.5C 4.5 6.0

3.0

S 9.5X**I 19.0X**

B 25.0X**

SINGLE LIFT DEPTHS TABLE*

*MINIMUM LAYER THICKNESS ISAPPROXIMATELY 3 TIMES THENOMINAL MAXIMUM AGGREGATE SIZE.

**CAN BE TYPE B,C OR D.

PAVEMENT THICKNESS TABLE

THICKNESS TYPE

10"

3"4"

B

C

PRIME COAT

TACK COAT STANDARD 30"CURB & GUTTER

6"

312" MIN.

1:1 SLOPE

1:1 SLOPE

1.5' WIDE, 1.5"MILL & OVERLAY

LAP JOINT

EXISTINGPAVEMENT

CURB &GUTTER SECTION

S9.5BI19.0BCABC*

* SUBSTITUTE 10" ABC WITH 5" ASPHALT BASE (B-25.0B)WHEN WIDTH OF PAVEMENT IS 6 FEET OR LESS

SCALE:

3D-01

PAVEMENT SECTIONSNTS

WENDELL FALLS PARKWAY TYPICAL

LAP JOINT

SCALE:

2D-01

3-LANE ROADWAY SECTIONNTS

JAKE MAY DRIVE

SCALE:

5D-01

CURB & GUTTER SECTIONSNTS

SCALE:

6D-01

WHEEL CHAIR RAMP SECTIONSNTS

75' EXISTING ROW

EXISTING SLOPE

R/W

2:1 MAX.

2:1 MAX.2:1 MAX.

2:1 MAX.

51' FUTURE BC-BC12' FUTURE CENTER

TURN LANE12' FUTURETHRU LANE

FULL PAVEMENT SECTION3" S9.5C4" I-19.0C10" ABC*

1.5" OVERLAYEXISTING STRIPING

4' RIGHT OF WAYDEDICATION

7'PLANTING

STRIP10' ASPH.

SIDE PATH

79' RIGHT OF WAY

12' FUTURETHRU LANE

CL

FUTUREWIDENING

24'± EX. PVMT 6'±VARIES

0-5'


FULL PAVEMENT SECTION3" S9.5C4" I-19.0C10" ABC*

R/W1.5" BITUMINOUS CONCRETES9.5B SURFACE COURSE

6" ABC STONE OR 3" B25.0 BCOMPACTED SUBGRADE

5' BIKELANE

5' BIKELANE

SCALE:

4D-01

ROADWAY IMPROVEMENTSNTS

WENDELL FALLS PARKWAY

WE

ND

EL

L F

AL

LS

PK

WY


C

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T

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F

F


EX. E

DGE

OF P

AVEM

ENT

EX. WELL SS

S

W

FWFW

FWFW

FWFW

500Y

R

500YR

500Y

R

500YR

500YR

500YR500YR

500YR

500YR

500Y

R

500YR

500YR

500YR

500YR

500YR

100YR

100YR

100YR

100YR

100YR

100YR

100YR

100Y

R

100YR

100YR

100YR

100YR

100YR100YR

100YR

100YR

100YR

100Y

R

100YR

100YR

100YR

100YR

100YR

100YR

100YR

100Y

R

100YR

100Y

R


D.B.003507, PG.00069PIN: 1783-16-6857



B.M. 2008, PG. 1673

SR #1007

IP1 IP3

IP2

FA1

P1

P2

P3

P4

OS1

CONSTRUCTEDWETLAND SCM

MAILBOX KIOSK


707172737475

5354555657585960616263646566676869

52515049484746454443424140393837363534333230

2928

2726

2422212019

181716151413

6543217 8 9 10 11 12

25

23

31STREET A

STREET B

10' ROW DEDICATION

10x70 SDT

10x70 SDT


20' CITY OF RALEIGHPUBLIC UTILITY EASEMENT

PROPERTYBOUNDARY

STREET TREES (40' SPACING MAX.)

PARKING LOT LANDSCAPING

LANDSCAPE BUFFER NOT REQUIREDPER APPROVAL OF PROP. CONDITION

LANDSCAPE BUFFER NOT REQUIREDPER APPROVAL OF PROP. CONDITION

JAPANESE VIBURNUM (VJ)

JAPANESE ZELKOVA (ZS)

RED MAPLE ARMSTRONG (ARB)



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PROFESSIONAL'S SEAL

DATE:FILE NO.


REVISIONS

24 x 36

STATUS

CONSULTANT CLIENT

MASTER PLAN


NOVEMBER 7, 20192019-045

FOR REVIEW ONLY


Y

T

T

E

SEAL

36823

N

A

N

N

G

I

D

R

E

W

E

E

E

P

S.

R

S

A

R

T

H

P

R

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F

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205 S. Fuquay Ave.


919.770.4174(m)


[email protected]

PRELIMINARY

DO NOT USE FOR

CONSTRUCTION


OVERALL LANDSCAPE PLAN

L-01

1" = 60'

N

SCALE IN FEET

60' 120'30'60'SCALE: 1 IN = 60 FT


0

KEY

ZS

QTY

115

BOTANICAL NAME COMMON NAME CONTAINER SIZE HEIGHT

B&B 2" CAL 8'

PLANTING SCHEDULE:

ZELKOVA SERRATA JAPANESE ZELKOVA

ARB 5 B&BACER RUBRUM ARMSTRONG RED MAPLE ARMSTRONG

STREET TREES

PARKING LOT PLANTINGS

VJ 47 GAL. 3 GAL 18"VIBRUNUM JAPONICUM JAPANESE VIBURNUM

1. STREET TREES SHALL BE INSTALLED SUCH THAT ONE TREE IS REQUIRED ALONG THERESIDENTIAL STREET AS SHOWN, SPACED EVERY 40 FEET.

2. DO NOT PLACE STREET TREES WITHIN A PUBLIC STORM OR UTILITY EASEMENT.3. ALL CANOPY TREES SHALL BE MIN. 8' TALL AND 2" CALIPER AT TIME OF PLANTING.4. ALL UNDERSTORY TREES SHALL BE MIN. 6' TALL AND 1" CALIPER AT TIME OF PLANTING.5. PARKING LOTS SHALL PROVIDE, AT A MINIMUM: 1 CANOPY TREE/12 SPACES + 4 SHRUBS/12

SPACES.6. LANDSCAPING IN AREAS OUTSIDE OF RIGHT OF WAY ARE TO BE PROVIDED BY THE

DEVELOPER. ANY LANDSCAPING INSTALLED WITHIN THESE AREAS ARE TO BEMAINTAINED BY THE DEVELOPER UNTIL HOME OWNERS ASSOCIATION (HOA) ISESTABLISHED. HOA WILL BE RESPONSIBLE FOR CONTINUED MAINTENANCE OFLANDSCAPING AND ANY IMPROVEMENTS OUTSIDE THE RIGHT OF WAY.

7. ADDITIONAL LANDSCAPING ON SITE MAYBE PROVIDED BY DEVELOPER.8. DROUGHT-TOLERANT SPECIES SHALL BE UTILIZED THROUGHOUT THE DEVELOPMENT AND

SUBSTITUTED FOR OTHERWISE SPECIFIED PLANTS AND SHRUBS.

SITE LANDSCAPE NOTES:

LEGEND:

2" CAL 8'

VJ 76 GAL. 3 GAL 18"VIBRUNUM JAPONICUM JAPANESE VIBURNUMSTREET YARD

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ELLIS DEVELOPMENTS WENDELL FALLS TOWNES€¦ · 2.garage doors must have windows, decorative...

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