ELLIS DEVELOPMENTS 4TH ST. TOWNHOMES MATTOX …€¦ · engineering curry 205 s. fuquay avenue fuquay-varina, nc 27526 (919) 552-0849 c (919) 552-2043 u r ry engi n e r s n o r t

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

UR

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NO

R T H C A R O L I NA

E S T . 1 0

NC LIC. NO. P-0799

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PROFESSIONAL'S SEAL

DATE:FILE NO.

HORZ. SCALE:ORIG. SHEET SIZE:

REVISIONS

24 x 36

STATUS

CONSULTANT CLIENT

MASTER PLAN

ELLIS DEVELOPMENT - 4TH ST. TOWNHOMES

NOVEMBER 4, 20192019-046

FOR REVIEW ONLY

NOT FOR CONSTRUCTION

Strong Rock Development Company/Ellis Developments

205 S. Fuquay Ave.

Fuquay-Varina, NC 27526

919.770.4174 (c)

Contact: Josh Lambert

[email protected]

PRELIMINARY

DO NOT USE FOR

CONSTRUCTION

1 1/7/2020 REV. PER TRC COMMENTS2 2/6/2020 REV. PER TRC COMMENTS

Civil Engineering:

SCALE: NTS

VICINITY MAP

ELLIS DEVELOPMENTS4TH ST. TOWNHOMES

N

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"

TOWN OF WENDELLWAKE COUNTY, NORTH CAROLINA

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

MASTER PLAN SUBDIVISIONWENDELL PROJECT # _______

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 COUNTYEROSION CONTROL336 FAYETTEVILLE ST.RALEIGH, NC 27602919-796-8769CONTACT: 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]

COVER SHEET

C-00

N.T.S

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.

DRAWING INDEX

C-00 COVER SHEET

C-01 CIVIL NOTES

C-02 EXISTING CONDITIONS PLAN

C-03 SITE LAYOUT

C-04 UTILITY LAYOUT

L-01 LANDSCAPE LAYOUT

CASE #

REZONING CONDITIONS OF APPROVAL

SITE INFORMATION

EXISTING ZONING:

COUNTY:

LOCATION:

PARENT PIN:DB/PG:

ACREAGE:

WAKE

LAND CLASS: VACANT

RIGHT OF WAY & OTHER AREAS:RIGHT OF WAY DEDICATION:NATURAL WETLANDS: 0.066 AC

0.016 AC

0.60 AC.

015922 / 016621784-80-2530 & 1784-80-3458

LOT ACREAGE:TOTAL NUMBER PROPOSED LOTS:PROPOSED DENSITY:MINIMUM PROPOSED LOT SIZE:MAXIMUM PROPOSED LOT SIZE:AVERAGE PROPOSED LOT SIZE: 1,900 SF

1,900 SF1,900 SF8.50 DU/AC9

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: 12,111 SF (0.28 AC)SIDEWALKS:LOTS (1,900 SF/LOT):TOTAL ON-SITE IMPERVIOUS AREA:TOTAL ON-SITE IMPERVIOUS PERCENT:UTILITY DEMANDSSEWAGE USAGE: 3,240 GPD

WATER USAGE:

197 SF (0.005 AC)17,100 SF (0.39 AC)29,408 SF (0.68 AC)64.2%

9 UNITS X 360 GPD/UNIT3,600 GPD

OPEN SPACE BREAKDOWN:1.06 AC

REQUIRED OPEN SPACE (1000 SF/UNIT): 9,000 SFPROPERTY BOUNDARY:

REAR LANDSCAPE BUFFER ADJ. TOPIN 0566, 1618, & 2609 (15' MIN): 2,441 SF (0.056 AC)REAR OPEN SPACE: 9,510 SF (0.218 AC)

9 UNITS X 400 GPD/UNIT

R3

0 E. FOURTH ST.WENDELL, NC 27591

0.46 AC.

Surveyor:

Taylor Land Consultants

5448 Apex Peakway

Apex, NC 27502

919.801.1104 (o)

919.337.7998 (m)

Contact: Jeremy Taylor, PLS

TOTAL: 16,290 SF (0.374 AC)

SITE

N. H

OLLY

BROO

K RD.

EAST 4TH STREET

WENDELL BLVD

MATTOX ST.

N. SELMA RD.

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. THERE SHALL BE A VARIABLE WIDTH LANDSCAPED BUFFER TO THE NORTH WITH AMINIMUM DIMENSION OF 15'.

6. A 15' LANDSCAPE PERIMETER BUFFER SHALL BE PROVIDED ALONG THENORTHWEST CORNER PROPERTIES PER FEEDBACK FROM THE NC STATE HISTORICPRESERVATION OFFICE [SHPO].

7. ALL UNITS SHALL BE SOLELY REAR LOADED.8. THE DEVELOPMENT WILL INCLUDE A DEDICATED, WALK-UP MAIL KIOSK FOR THE

RESIDENTS.9. PEDESTRIAN WAYFINDING [SIGNAGE] SHALL BE INCLUDED FOR THE POCKET PARK

AND OPEN SPACE ACCESS.10. LANDSCAPE BUFFER ALONG WESTERN PROPERTY LINE IS NOT REQUIRED.

1

WAKE COUNTYSTORMWATER336 FAYETTEVILLE ST.RALEIGH, NC 27602919-418-3791CONTACT: BARNEY BLACKBURN

1

1

PROPOSED ZONING: NC-CD1

1

SIDE & INTERIOR OPEN SPACE 4,339 SF (0.100 AC)

2

2

2



(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 4, 20192019-046

FOR REVIEW ONLY



205 S. Fuquay Ave.


919.770.4174 (c)


[email protected]

PRELIMINARY

DO NOT USE FOR

CONSTRUCTION


CIVIL NOTES

C-01

N.T.S

1. BOUNDARY DATA PERFORMED BY TAYLOR LAND CONSULTANTS. SEE SURVEY FOR BENCHMARK & TBM INFORMATION. SURVEY ISREFERENCED 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 & CITY OF RALEIGH STANDARDS ANDSPECIFICATIONS, 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 NOT LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAPS 3720178400J 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, CITY OF RALEIGH OR NCDOT DAMAGED PROPERTY. THE CONTRACTORSHALL REPAIR THE DAMAGED PROPERTY TO THE LATEST STANDARDS AND SPECIFICATIONS OF THE AGENCY HOLDING JURISDICTION ATNO COST TO THE OWNER.

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 FUQUAY-VARINA AND/OR ALL OTHER INFORMATION REQUIRED IN CONNECTION WITHRELEASE OF 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, CITY OF RALEIGH, & CURRYENGINEERING ACCEPT NO RESPONSIBILITY 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 LESS THAN 1 ACRE AND FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL IS NOT REQUIRED AS ACONDITION OF CONSTRUCTION PLAN APPROVAL. HOWEVER, THE OWNER IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM LEAVINGTHE SITE DURING CONSTRUCTION.

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

EX. PROPERTY CORNER

NEW 3/4" IRON PIPE

COMPUTED POINT

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

SQUARE FEET

Pg.

S.F.ACRESAc.

PARCEL ID NUMBERPIN

CATCH BASIN

STORM JUNCTION BOX

WATER VALVE

WATER METER

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

POWER POLE

LAMP POST

EX. CONCRETE MONUMENT

POWER PEDESTAL

X X FENCE

OP OVERHEAD POWER

UP UNDERGROUND POWER

SD STORM PIPE

SS SANITARY SEWER PIPE

W WATER MAINSTORM GRATED INLET

STORM CLEANOUT

FLARED-END SECTION

FIBER OPTIC MARKER

TELEPHONE PEDESTALCABLE PEDESTAL

T UNDERGROUND TELE.

GAS MARKER

G GAS MAIN

PROPERTY BOUNDARY

EASEMENT

MAJOR CONTOURMINOR CONTOUR

P

F

T

C

W

D

G

S

FIRE HYDRANTWTLD WETLANDS

335

PHILLIP HARRIS

PIN: 1784-80-4446

D.B. 17057, PG 342

FLOYD EVAN &

MAKAELA CHRISTINE WOOD

PIN: 1784-80-4644

D.B. 17256, PG 1001

B.M. 2016, PG 206

JOSH RAY JR. MILLS &

AYANNA NINO BLEVINS

PIN: 1784-80-3685

D.B. 17358, PG 2749

B.M. 2016, PG 206

BRANDIE LEANN BEEBE

PIN: 1784-80-3625

D.B. 17462, PG 2064

B.M. 2016, PG 206

DILLON EUGENE PARKER &

ERIN LEIGH PIOTRKOSKI

PIN: 1784-80-2676

D.B. 17463, PG 684

B.M. 2016, PG 206

CHRISTOPHER B. MURRAY

PIN: 1784-80-2609

D.B. 15065, PG 862

B.M. 1989, PG 1354

AUBREY S. & ANN KNOTT

BAYNES

PIN: 1784-80-1618

D.B. 3334, PG 687

CRAIG HYMAN

PIN: 1784-80-0566

D.B. 17446, PG 1611

B.M. 1928, PG 133

HEIRS OF JOHN

RICHARDSON

PIN: 1784-80-0571

D.B. 14-E, PG 2651

HEIRS OF JOHN

RICHARDSON

PIN: 1784-80-0475

D.B. 14-E, PG 2651

CONNIE BROUGHTONMURRAY

PIN: 1784-80-2530D.B. 15922, PG 1662B.M. 1989, PG 1354

26,275 S.F.0.60 Ac.


PIN: 1784-80-3458D.B. 15922, PG 1662B.M. 1989, PG 1354

19,973 S.F.0.46 Ac.

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

T

N 87°14'28" W

32.45'

N 05°01'40" E

95.41' (T

OT

AL)

45.65'

49.76'

S 8

4°00'2

1" E

82.8

2'

S 05°05'00" W

52.14'

LINE BEARING DISTANCE

L1 S 81°29'51" E 4.79'

L2 N 05°59'37" E 6.59'

L1

L2

57.3

3'

EX. 15" RCP

INV: 319.21'

EX. 15" RCP

INV: 320.45'

EX. 24" HDPE

INV: 321.71'

E

X

.

D

I

T

C

H

C

E

N

E

R

L

I

N

E

EX. 18" HDPE

INV: 325.16'

EX. TREELINE

NC GRID COORDS:

N: 740,403.31

E: 2,188,183.43

EX 1" IRON PIPE

(0.2' BELOW GRND)

EX 1/2" IRON PIPE

(0.1' ABOVE GRND)

EX 1/2" IRON PIPE

(GRND LEVEL)

EX 1" IRON PIPE

(GRND LEVEL)

EX 1" IRON PIPE

(GRND LEVEL)

EX 1/2" IRON PIPE

(GRND LEVEL)

EX 1/2" IRON PIPE

(GRND LEVEL)

EX 1" IRON PIPE

(0.1' ABOVE GRND)

EX 1" IRON PIPE

(0.1' BELOW GRND)

EX 1/2" IRON PIPE

(0.2 BELOW GRND.)

EX 1/2" IRON PIPE

(0.4 ABOVE GRND.)

EX 1" IRON PIPE

(GRND LEVEL)

EX 3/4" IRON PIPE

(GRND LEVEL)

EX 1" IRON PIPE

(GRND LEVEL)

S 05°03'03" W

170.18'

SDSD

SD

EX. EDGE OF PAVEMENT

N 87°49'13" W 111.27'

N 87°52'28" W 117.06'

S 04°23'16" W

168.51'

S 8

3°54'0

5" E

110.0

8'

S 8

4°06'1

6" E

72.4

3'

N 00°10'52" E

136.71'

S

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

EX. SSMH

RIM: 330.71

INV: 322.11'

W

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T

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W

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W

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W

T

L

D

W

T

L

D

W

T

L

D

W

T

L

D

W

T

L

D

W

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D

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W

T

L

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W

T

L

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W

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L

D

W

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L

D

e . f o u r t h s t r e e t

65' PUBLIC RIGHT-OF-WAY

USE=VACANT

ZONING=R3

USE=VACANT

ZONING=R3

USE=VACANT

ZONING=R3

USE=VACANT

ZONING=MI

TUTTLE, JUNE W.

PIN: 1784-80-2245

D.B. 000471, PG 00-E

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3



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

UR

RY E NG I NEERS

NO


E S T . 1 0

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PROFESSIONAL'S SEAL

DATE:FILE NO.


REVISIONS

24 x 36

STATUS

CONSULTANT CLIENT

MASTER PLAN


NOVEMBER 4, 20192019-046

FOR REVIEW ONLY



205 S. Fuquay Ave.


919.770.4174 (c)


[email protected]


EXISTING CONDITIONS PLAN

C-02

1" = 20'

N

20' 40'

SCALE IN FEET

10'20'SCALE: 1 IN = 20 FT

SCALE IN FEETHORIZONTAL

0

GENERAL NOTES:1. THIS PLAN IS NOT INTENDED FOR PLATTING OR RECORDATION.2. THE INTENT OF THIS PLAN IS TO ILLUSTRATE THE EXISTING FEATURES, STRUCTURES AND TOPOGRAPHY OF

THE PROPERTY. THE INFORMATION SHOWN ON THIS PLAN WAS PROVIDED AND DEVELOPED BY OTHERS.CURRY ENGINEERING DOES NOT GUARANTEE THE ACCURACY OF THE INFORMATION, THUS IT HAS NOT BEENSEALED. THE BOUNDARY & ENVIRONMENTAL INFORMATION SHOWN REPRESENTS A SERIES OF FIELDSURVEYS CONDUCTED IN SUMMER 2019.

3. TOPOGRAPHY SHOWN ON THIS PLAN IS PER FIELD SURVEY.4. EXISTING WATER & SEWER LINES SHOWN ON THIS PLAN TAKE FROM CITY OF RALEIGH GIS & FIELD SURVEY.5. THE ENGINEER UNDERSTANDS THE SURVEY INFORMATION PROVIDED TO MEET THE FOLLOWING CRITERIA:

· THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF RECORD AFFECTING SAME.PROPERTY BOUNDARY SHOWN BASED PER MAPS AND DEEDS OF RECORD ONLY.

· NO TITLE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE COURSE OF THIS SURVEY.· THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF ANY UNDER

GROUND UTILITIES THAT MAY OR MAY NOT BE PRESENT ON THIS SITE.· HORIZONTAL DATUM = NAD83, VERTICAL DATUM = NAVD88

4. WETLANDS & BUFFERS SHOWN ON PLAN BASED ON STREAM AND WETLAND INVESTIGATION CONDUCTED BYSAGE ENVIRONMENTAL. DELINEATIONS HAVE BEEN APPROVED BY NCDENR AND USACE.

5. THE BASIS OF ALL EASEMENTS, RIGHT-OF-WAY'S, PROPERTY LINES, BUFFERS, SETBACKS AND ADJOINERS,ETC., REFERENCED FROM BOOK OF MAPS 1989, PAGE 1354 UNLESS OTHERWISE NOTED.

6. NO INVESTIGATION INTO THE EXISTENCE OF JURISDICTIONAL WETLANDS OR RIPARIAN BUFFERS PERFORMEDBY THIS FIRM.

7. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD,ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE OR ANY OTHER FACTS THAT ANACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.

8. FIELD SURVEY PERFORMED JULY 2019.9. VERTICAL DATUM = NAVD 88.

PROFESSIONAL ENGINEER SEALNOT AFFIXED TO SHEET AS

ENGINEER DOES NOT CERTIFYINFORMATION PROVIDED BY

OTHERS

LEGEND:

Surveyor:

Taylor Land Consultants

5448 Apex Peakway

Apex, NC 27502

919.801.1104 (o)

919.337.7998 (m)

Contact: Jeremy Taylor, PLS

EXISTING WETLANDS (0.066AC) TO BE IMPACTED

EXISTING FIRE HYDRANTTO BE RELOCATED

EXISTING 12" DIP MAIN

EXISTING 8" RCP SEWER

LEGAL DESCRIPTIONLOTS 37 AND 38

B.M. 1989, PG. 1354

BEING AN AREA COMPRISED OF THOSE CERTAIN TWO PARCELS LOCATED IN MARK'S CREEK TOWNSHIP, WAKECOUNTY, NORTH CAROLINA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT AN EXISTING 1” IRON PIPE ON THE NORTHERN RIGHT-OF-WAY MARGIN OF EAST FOURTH STREET,SAID IRON PIPE HAVING NORTH CAROLINA STATE PLANE COORDINATES OF NORTH 740,403.31 AND EAST2,188,183.43; THENCE FROM SAID POINT OF BEGINNING, N 00°10'52" E A DISTANCE OF 136.71' TO AN EXISTING 1” IRONPIPE; THENCE N 87°14'28" W A DISTANCE OF 32.45' TO AN EXISTING ½” IRON PIPE; THENCE N 05°01'40" E A DISTANCEOF 95.41' TO AN EXISTING ½” IRON PIPE; THENCE S 84°00'21" E A DISTANCE OF 82.82' TO AN EXISTING 1” IRON PIPE;THENCE S 05°05'00" W A DISTANCE OF 52.14' TO AN EXISTING ½” IRON PIPE; THENCE S 84°06'16" E A DISTANCE OF72.43' TO AN EXISTING 1” IRON PIPE; THENCE S 81°29'51" E A DISTANCE OF 4.79' TO AN EXISTING ½” IRON PIPE;THENCE N 05°59'37" E A DISTANCE OF 6.59' TO AN EXISTING 1” IRON PIPE; THENCE S 83°54'05" E A DISTANCE OF110.08' TO AN EXISTING 1” IRON PIPE; THENCE S 04°23'16" W A DISTANCE OF 168.51' TO AN EXISTING ¾” IRON PIPE ONTHE NORTHERN RIGHT-OF-WAY MARGIN OF EAST FOURTH STREET; THENCE WITH SAID RIGHT-OF-WAY MARGIN OFEAST FOURTH STREET N 87°52'28" W A DISTANCE OF 117.06' TO AN EXISTING ½” IRON PIPE, AND N 87°49'13" W ADISTANCE OF 111.27' TO THE ORIGINAL POINT OF BEGINNING.

THE ABOVE DESCRIBED ANNEXATION AREA CONTAINING AN AREA OF 46,248 SQUARE FEET (1.062 ACRES).

ALL DEEDS AND PLATS REFERENCED ABOVE RECORDED IN WAKE COUNTY REGISTER OF DEEDS.

111

1

1

1

1

1

1

1

1

PHILLIP HARRIS

PIN: 1784-80-4446

D.B. 17057, PG 342

FLOYD EVAN &


PIN: 1784-80-4644

D.B. 17256, PG 1001

B.M. 2016, PG 206


AYANNA NINO BLEVINS

PIN: 1784-80-3685

D.B. 17358, PG 2749

B.M. 2016, PG 206

BRANDIE LEANN BEEBE

PIN: 1784-80-3625

D.B. 17462, PG 2064

B.M. 2016, PG 206



PIN: 1784-80-2676

D.B. 17463, PG 684

B.M. 2016, PG 206


PIN: 1784-80-2609

D.B. 15065, PG 862

B.M. 1989, PG 1354


BAYNES

PIN: 1784-80-1618

D.B. 3334, PG 687

CRAIG HYMAN

PIN: 1784-80-0566

D.B. 17446, PG 1611

B.M. 1928, PG 133

HEIRS OF JOHN

RICHARDSON

PIN: 1784-80-0571

D.B. 14-E, PG 2651

HEIRS OF JOHN

RICHARDSON

PIN: 1784-80-0475

D.B. 14-E, PG 2651

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

T

SDSD

SD


S

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

EX. SSMH

RIM: 330.71

INV: 322.11'

WTLD

WTLD

WTLD

WTLD

WTLD

WTLD

WTLD

WTLD

WTLD

WTLD

WTLD

WTLD

WTLD

WTLD

WTLD

WTLD

WTLD



USE=VACANT

ZONING=R3

USE=VACANT

ZONING=R3

USE=VACANT

ZONING=R3

USE=VACANT

ZONING=MI

TUTTLE, JUNE W.

PIN: 1784-80-2245

D.B. 000471, PG 00-E

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

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9

8

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6

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95.00

'

20.00' 20.00' 20.00' 20.00' 20.00'

95.00

'

20.00' 20.00' 20.00' 20.00' 20.00'

95.00

'

95.00

'

95.00

'

95.00

'

95.00

'

20.00' 20.00' 20.00' 20.00'

95.00

'

20.00' 20.00' 20.00' 20.00'

95.00

'

95.00

'

95.00

'

LOT

1,900 SQFT.0.04 AC.

LOT

1,900 SQFT.0.04 AC.

LOT

1,900 SQFT.0.04 AC.

LOT

1,900 SQFT.0.04 AC.

LOT

1,900 SQFT.0.04 AC.

LOT

1,900 SQFT.0.04 AC.

LOT

1,900 SQFT.0.04 AC.

LOT

1,900 SQFT.0.04 AC.

LOT

1,900 SQFT.0.04 AC.

CBU

ROADWAY CENTER LINE

RIGHT OF WAY LINELOT LINE

SETBACK LINESCM LIMITS

VALLEY CURB & GUTTERSTANDARD CURB & GUTTER

WCR WHEELCHAIR RAMPSIGN

SPILL CURB & GUTTER

STREET LIGHT

CLUSTER MAILBOX UNIT

UTILITY/STORM EASEMENTSTREET TREE EASEMENT

20' 40'

SCALE IN FEET

10'20'SCALE: 1 IN = 20 FT


0

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PROFESSIONAL'S SEAL

DATE:FILE NO.


REVISIONS

24 x 36

STATUS

CONSULTANT CLIENT

MASTER PLAN


NOVEMBER 4, 20192019-046

FOR REVIEW ONLY



205 S. Fuquay Ave.


919.770.4174 (c)


[email protected]

PRELIMINARY

DO NOT USE FOR

CONSTRUCTION


EXISTING WETLANDS (0.066AC) TO BE IMPACTED

MAILBOXKIOSK

5' CONC. SIDEWALK

SITE LAYOUT

C-03

1. ALL CONSTRUCTION SHALL BE PER TOWN OF WENDELL STANDARDS ANDSPECIFICATIONS.

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 HOME OWNERS ASSOCIATION OF THE NEIGHBORHOOD.

LEGEND:

SITE NOTES:

30" STANDARD CURB & GUTTER

10'20' PRIVATEALLEY

11'

1" = 20'

15' PERIMETERLANDSCAPE BUFFER

R17' R17' 7' PLANTING AREA

4:1 TAPER

4:1 TAPER

20'

18'9'

4:1 TAPER

R10'

R2' R2' R2' R5' R2' R2' R2' R2'

R10'R5'

20'

WCR

WCR

LC RD.

PROPOSED ROW = 52'

11'2.5'

27' ROADWAY

11'

3:1

3:13:1

3:12.5'

12.5' 12.5'

5'SIDEWALK

.5'

2%2%

SCALE:

1C-03

E. 4TH STREET WIDENINGNTS

2%2%

TIE TO EXISTING

30" STANDARDCURB & GUTTER TIE TO

EXISTING

30" STANDARDCURB & GUTTER

SIDEWALK7'7'5'.5'

NOTE: ENTIRE SECTION IS SHOWN, HOWEVER,PROPOSED WIDENING IS ONLY FOR PROPERTY FRONTAGE.

14 SPACES @ 9'1 H/C SPACE @ 9'

R2.5'

R28' 2

WATER LINESANITARY SEWER LINE

WSS

FIRE HYDRANT ASSEMBLY (FHA)GATE VALVE (GV)TEETHRUST (REACTION) BLOCKINGBLOW OFF VALVEWATER METER

CLEANOUTSANITARY MANHOLE

FLARED END SECTION

RISER STRUCTURE

YARD INLET

BACKFLOW PREVENTERRPZ

CATCH BASIN

WET WELL

FM FORCE MAIN LINE

STORM DRAIN LINEELECTRICAL LINEE

STREET LIGHT

PHILLIP HARRIS

PIN: 1784-80-4446

D.B. 17057, PG 342

FLOYD EVAN &


PIN: 1784-80-4644

D.B. 17256, PG 1001

B.M. 2016, PG 206


AYANNA NINO BLEVINS

PIN: 1784-80-3685

D.B. 17358, PG 2749

B.M. 2016, PG 206

BRANDIE LEANN BEEBE

PIN: 1784-80-3625

D.B. 17462, PG 2064

B.M. 2016, PG 206



PIN: 1784-80-2676

D.B. 17463, PG 684

B.M. 2016, PG 206


PIN: 1784-80-2609

D.B. 15065, PG 862

B.M. 1989, PG 1354


BAYNES

PIN: 1784-80-1618

D.B. 3334, PG 687

CRAIG HYMAN

PIN: 1784-80-0566

D.B. 17446, PG 1611

B.M. 1928, PG 133

HEIRS OF JOHN

RICHARDSON

PIN: 1784-80-0571

D.B. 14-E, PG 2651

HEIRS OF JOHN

RICHARDSON

PIN: 1784-80-0475

D.B. 14-E, PG 2651

T

EX. 15" RCP

INV: 319.21'

EX. 15" RCP

INV: 320.45'

EX. 24" HDPE

INV: 321.71'

EX. 18" HDPE

INV: 325.16'


S

EX. SSMH

RIM: 330.71

INV: 322.11'



USE=VACANT

ZONING=R3

USE=VACANT

ZONING=R3

USE=VACANT

ZONING=R3

USE=VACANT

ZONING=MI

TUTTLE, JUNE W.

PIN: 1784-80-2245

D.B. 000471, PG 00-E

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

9

8

7

6

5

1

4

3

2

WW

WW

W

20' 40'

SCALE IN FEET

10'20'SCALE: 1 IN = 20 FT


0

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

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0 10:3

5 AM

PROFESSIONAL'S SEAL

DATE:FILE NO.


REVISIONS

24 x 36

STATUS

CONSULTANT CLIENT

MASTER PLAN


NOVEMBER 4, 20192019-046

FOR REVIEW ONLY



205 S. Fuquay Ave.


919.770.4174 (c)


[email protected]

PRELIMINARY

DO NOT USE FOR

CONSTRUCTION


MAILBOXKIOSK

UTILITY LAYOUT

C-04

LEGEND:

1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGNSTANDARDS, 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 PUBLICWATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKINGWATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPESHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUMSEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL

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

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

D. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORMSEWER 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 SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETECRADLE HAVING 6” MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49)

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

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

4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES &BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BEPRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT

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

6. IT IS THE DEVELOPER’S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES NOTBEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLICUTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF SERVICE FROM ROW OREASEMENT PER CORPUD HANDBOOK PROCEDURE

7. INSTALL 3 4" COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINEEASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT’S RESPONSIBILITY TO PROPERLY SIZE THEWATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE

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

9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATERVALVES ARE REQUIRED ON ALL 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 &/ORFEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TOCONSTRUCTION.

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

12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONSSHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDINGPERMIT. CONTACT TIM BEASLEY AT (919) 996-2334 OR [email protected] FOR MOREINFORMATION

13. CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARDINVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA.THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OFSANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVALLIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) INACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS OR THE LOCAL CROSS-CONNECTIONCONTROL 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. THECONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING PUBLIC UTILITIES.

UTILITY NOTES:

RELOCATED FIREHYDRANT

1" = 20'

STANDARD GANGMETER ASSEMBLYPER C.O.R.

STANDARD GANGMETER ASSEMBLYPER C.O.R.

CURBSTOP INVALVEBOX

EXIST. 8"RCP SEWER

EXIST. 12"WATER MAIN

OFFSET STORMSTRUCTURE(TYP.)

1 1/2" TAPON EXIST.

12" MAIN

1" TAP ONEXIST. 12"

MAIN

CURBSTOP INVALVEBOX

FHA2

STANDARD 6" FHLEG

6"X12" TS&V

2

2

SUPPLEMENT VEGETATION -

JAPANESE VIBURNUM (VJ)

JAPANESE ZELKOVA (ZS)

CAMELLIA (CJ)SASANQUA CAMELIA (CS)

TRIDENT MAPLE (AB)

PHILLIP HARRIS

PIN: 1784-80-4446

D.B. 17057, PG 342

FLOYD EVAN &


PIN: 1784-80-4644

D.B. 17256, PG 1001

B.M. 2016, PG 206


AYANNA NINO BLEVINS

PIN: 1784-80-3685

D.B. 17358, PG 2749

B.M. 2016, PG 206

BRANDIE LEANN BEEBE

PIN: 1784-80-3625

D.B. 17462, PG 2064

B.M. 2016, PG 206



PIN: 1784-80-2676

D.B. 17463, PG 684

B.M. 2016, PG 206


PIN: 1784-80-2609

D.B. 15065, PG 862

B.M. 1989, PG 1354


BAYNES

PIN: 1784-80-1618

D.B. 3334, PG 687

CRAIG HYMAN

PIN: 1784-80-0566

D.B. 17446, PG 1611

B.M. 1928, PG 133

HEIRS OF JOHN

RICHARDSON

PIN: 1784-80-0571

D.B. 14-E, PG 2651

HEIRS OF JOHN

RICHARDSON

PIN: 1784-80-0475

D.B. 14-E, PG 2651


PIN: 1784-80-2530D.B. 15922, PG 1662B.M. 1989, PG 1354

26,275 S.F.0.60 Ac.


PIN: 1784-80-3458D.B. 15922, PG 1662B.M. 1989, PG 1354

19,973 S.F.0.46 Ac.

T

N 87°14'28" W

32.45'

N 05°01'40" E

95.41' (T

OT

AL)

45.65'

49.76'

S 8

4°00'2

1" E

82.8

2'

S 05°05'00" W

52.14'

LINE BEARING DISTANCE

L1 S 81°29'51" E 4.79'

L2 N 05°59'37" E 6.59'

L1

L2

57.3

3'

EX. 15" RCP

INV: 319.21'

EX. 15" RCP

INV: 320.45'

EX. 24" HDPE

INV: 321.71'

E

X

.

D

I

T

C

H

C

E

N

E

R

L

I

N

E

EX. 18" HDPE

INV: 325.16'

NC GRID COORDS:

N: 740,403.31

E: 2,188,183.43

EX 1" IRON PIPE

(0.2' BELOW GRND)

EX 1/2" IRON PIPE

(0.1' ABOVE GRND)

EX 1/2" IRON PIPE

(GRND LEVEL)

EX 1" IRON PIPE

(GRND LEVEL)

EX 1" IRON PIPE

(GRND LEVEL)

EX 1/2" IRON PIPE

(GRND LEVEL)

EX 1/2" IRON PIPE

(GRND LEVEL)

EX 1" IRON PIPE

(0.1' ABOVE GRND)

EX 1" IRON PIPE

(0.1' BELOW GRND)

EX 1/2" IRON PIPE

(0.2 BELOW GRND.)

EX 1/2" IRON PIPE

(0.4 ABOVE GRND.)

EX 1" IRON PIPE

(GRND LEVEL)

EX 3/4" IRON PIPE

(GRND LEVEL)

EX 1" IRON PIPE

(GRND LEVEL)

S 05°03'03" W

170.18'


N 87°49'13" W 111.27'

N 87°52'28" W 117.06'

S 04°23'16" W

168.51'

S 8

3°54'0

5" E

110.0

8'

S 8

4°06'1

6" E

72.4

3'

N 0

0°1

0'5

2" E

1

36

.7

1'

S

EX. SSMH

RIM: 330.71

INV: 322.11'



USE=VACANT

ZONING=R3

USE=VACANT

ZONING=R3

USE=VACANT

ZONING=R3

USE=VACANT

ZONING=MI

TUTTLE, JUNE W.

PIN: 1784-80-2245

D.B. 000471, PG 00-E

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

USE=RESIDENTIAL

ZONING=R3

WW

WW

W

9

8

7

6

5

1

4

3

2

20' 40'

SCALE IN FEET

10'20'SCALE: 1 IN = 20 FT


0

N



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

UR

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NO


E S T . 1 0

NC LIC. NO. P-0799

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DEV

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2/6/2

020 1

0:35 A

M

PROFESSIONAL'S SEAL

DATE:FILE NO.


REVISIONS

24 x 36

STATUS

CONSULTANT CLIENT

MASTER PLAN


NOVEMBER 4, 20192019-046

FOR REVIEW ONLY



205 S. Fuquay Ave.


919.770.4174 (c)


[email protected]

PRELIMINARY

DO NOT USE FOR

CONSTRUCTION


LANDSCAPE LAYOUT

L-01

KEY

ZS

QTY

5

BOTANICAL NAME COMMON NAME CONTAINER SIZE HEIGHT

B&B 2" CAL 8'

PLANTING SCHEDULE:

CS 17 GAL. 3 GAL 18"

ZELKOVA SERRATA JAPANESE ZELKOVA

CJ 6 GAL. 3 GAL 18"

AB 14 B&B 1" CAL 6'ACER BUERGERIANUM TRIDENT MAPLE

STREET TREES

PERIMETER BUFFERS

VJ 41 GAL. 3 GAL 18"

CAMELIA SASANQUA SASANQUA CAMELIACAMELLIA JAPONICA CAMELLIA

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. 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.

6. ADDITIONAL LANDSCAPING ON SITE MAYBE PROVIDED BY DEVELOPER.

SITE LANDSCAPE NOTES:

LEGEND:

15' PERIMETERLANDSCAPE BUFFER

STREET TREES (40' SPACING MAX.)

1" = 20'

LANDSCAPE BUFFER NOT REQUIREDPER APPROVAL OF PROP.CONDITION2

2

10' TYPE 'C'BUFFER YARD

2

Documents

ELLIS DEVELOPMENTS 4TH ST. TOWNHOMES MATTOX …€¦ · engineering curry 205 s. fuquay avenue fuquay-varina, nc 27526 (919) 552-0849 c (919) 552-2043 u r ry engi n e r s n o r t