ENGINEERING Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043 C U R R Y E N G I N E E R S N O R T H C A R O L I N A EST. 10 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2019\2019-045 ELLIS DEV - WENDELL FALLS PKWY - WENDELL\PLANS\PRELIMINARY SUBDIVISION\SHEET FILES\C-00 COVER SHEET.DWG PLOTTED: 3/6/2020 3:40 PM 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, 2019 2019-045 FOR REVIEW ONLY NOT FOR CONSTRUCTION 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 O N O F E S C R O L I N A I O N A L 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 COMMENTS B 2/6/2020 TOWN OF WENDELL COMMENTS C 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 DEVELOPMENTS WENDELL FALLS TOWNES TOWN OF WENDELL WAKE COUNTY, NORTH CAROLINA MASTER PLAN SUBDIVISION WENDELL 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 Fuquay-Varina, NC 27526 919.552.0849 (o) 919.880.9857 (m) Contact: Don Curry, PE [email protected]Developer: "THESE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS, AND THE STANDARD SPECIFICATIONS OF THE TOWN OF WENDELL. THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES THAT THE STANDARD SPECIFICATIONS OF THE TOWN OF WENDELL HAVE BEEN THOROUGHLY CHECKED AND ARE APPLICABLE TO THIS PARTICULAR PROJECT. ANY EXCEPTIONS TO THE STANDARD SPECIFICATIONS APPLICABLE ARE SHOWN ON SHEET N/A OF THESE DRAWINGS" GOVERNING AGENCIES: UTILITY AGENCIES: PLANNING/ZONING/LANDSCAPE: TOWN OF WENDELL PLANNING DEPT. 15 EAST FOURTH ST. WENDELL, NC 27591 919-365-4448 CONTACT: MR. DAVID BERGMARK US ARMY CORPS OF ENGINEERS (USACE) USACE RALEIGH FIELD OFFICE 3331 HERITAGE TRADE DR. SUITE 105 WAKE FOREST, NC 27587 919-554-4884 CONTACT: MR. JAMES LASTINGER EROSION CONTROL: WAKE COUNTY ENVIRONMENTAL SERVICES 336 FAYETTEVILLE ST. RALEIGH, NC 27601 919-796-8769 CONTACT: KARYN PAGEAU STORMWATER WATER & SEWER CITY OF RALEIGH PUBLIC UTILITIES DEPT. 1 EXCHANGE PLAZA, SUITE 620 RALEIGH, NC 27601 919-996-3487 CONTACT: MR. KEITH A. TEW, PE NCDENR-DWQ SEWER NCDENR RALEIGH REGIONAL OFFICE 3800 BARRETT DRIVE RALEIGH, NC 27609 919-791-4232 NCDENR-PUBLIC WATER SUPPLY NCDENR DIVISION OF WATER RESOURCES RALEIGH REGIONAL OFFICE 3800 BARRETT DRIVE RALEIGH, NC 27609 919-791-4232 Strong Rock Development Company/Ellis Developments 205 S. Fuquay Ave. Fuquay-Varina, NC 27526 919-770-4174 (m) Contact: Josh Lambert [email protected]CONDITIONS OF APPROVAL PRELIMINARY APPROVAL IS CONTINGENT UPON 401/404 APPROVAL DUE PRIOR TO CONSTRUCTION PLAN APPROVAL. ANY IMPACTS SHALL ALSO BE APPROVED PRIOR TO 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 COUNTY STORMWATER 336 FAYETTEVILLE ST. RALEIGH, NC 27601 919-796-8769 CONTACT: 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 / 02665 1783-17-8750 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 SF 1,900 SF 4.75 DU/AC 75 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 DEMANDS SEWAGE 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/UNIT 30,000 GPD RECREATIONAL AREA: 5,000 SF (0.11 AC) 75 UNITS X 400 GPD/UNIT RA 941 WENDELL FALLS PKWY WENDELL, NC 27591 SCALE: NTS VICINITY MAP N SITE WENDELL FALLS PARKWAY JAKE MAY DR. OPEN SPACE BREAKDOWN: 14.31 AC REQUIRED OPEN SPACE (1000 SF/UNIT): 75,000 SF PROPERTY 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 OPEN SPACE (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, DECORATIVE ELEMENTS AND TRIM ARE PERMITTED. 2. GARAGE DOORS MUST HAVE WINDOWS, DECORATIVE DETAILS OR CARRIAGE-STYLE ADORNMENTS ON THEM. 3. A VARIED COLOR PALETTE SHALL BE UTILIZED ON HOMES THROUGHOUT THE SUBDIVISION TO INCLUDE A MINIMUM OF THREE-COLOR FAMILIES FOR SIDING AND SHALL INCLUDE VARIED TRIM, SHUTTER, AND ACCENT COLORS COMPLEMENTING THE SIDING COLOR, FOR THE WHOLE DEVELOPMENT. 4. THE REAR AND SIDE ELEVATIONS OF THE UNITS THAT CAN BE SEEN FROM THE RIGHT-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.
Transcript
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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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
WENDELL FALLS TOWNES
NOVEMBER 7, 20192019-045
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
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Strong Rock Development Company/Ellis Developments
"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
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.
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
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.75' Public Right-of-Way
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42" Oak
31" Oak
36" Oak
OP
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A 1/7/2020 TOWN OF WENDELL COMMENTSB 2/6/2020 TOWN OF WENDELL COMMENTSC 2/28/2020 TOWN OF WENDELL COMMENTS
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
SCALE IN FEETSCALE IN FEETHORIZONTAL
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.
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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
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WCR10
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10+0
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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
30" STANDARDCURB & GUTTER
30" STANDARDCURB & GUTTER
30" STANDARDCURB & GUTTER
SEE ENLARGEDVIEW ON C-05
5' SIDEWALK
STREET A
RESIDENTIAL LOCAL STREET
STREET B
RESIDENTIAL LOCAL STREET
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'
20' PRIVATE STORMDRAINAGE EASEMENT
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
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
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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NC LIC. NO. P-0799
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D: 3/
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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
Y
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SEAL
36823
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Strong Rock Development Company/Ellis Developments
A 1/7/2020 TOWN OF WENDELL COMMENTSB 2/6/2020 TOWN OF WENDELL COMMENTSC 2/28/2020 TOWN OF WENDELL COMMENTS
OVERALL LANDSCAPE PLAN
L-01
1" = 60'
N
SCALE IN FEET
60' 120'30'60'SCALE: 1 IN = 60 FT
SCALE IN FEETHORIZONTAL
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
