SWA000167_Plansheet C-2.0 - Proposed Conditions_Site Plan_20220912

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PIN: 1842-99-5839 0 0
K & ASSOCIAT
OF RALEIGH
DB 2202 PG
ZONING: IN
RETAINING WALL #5
(DESIGNED BY OTHERS) f�
PIN: 1842-99-0882
MOSS WOOD PARTNERS LLC
DB 1802 PG 928
ZONING: IND
4' X 4' SIGNAGE
WITH EASEMENT
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--------- -- -- - PARK _ ----- ------------- --- --------_-----------
8' BE N CV OPEN tPACE
J ASPHALT (TYP) U U
GREENWAY SITE z_
W 281,437 SF
/ BOUNDARY z 6.46 AC
\ U U PLAYGROUND
/ _----------------_ AREA (SEE
------------------------ -Q �- DETAILC2.0)
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\ PIN: 1842-89-3269
RALEIGH LLC
DB 2YO PG 2011 PIN: 1842-88-1679
70AIIN12- IND PlrnTT rYAITH/A I/1/
SITE LAYOUT NOTES
60'
3. 5' 8' 22' 8' 5' 0.5
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1 /4"/FT. 1 /4"/FT. 1 /4"/FT. 1 /4"/FT.
SLOPE 2:1 MAX SLOPE 2:1 MAX
30" VALLEY CURB 30" VALLEY CURB
AND GUTTER AND GUTTER
TYPICAL CROSS SECTION - LOCAL STREET - 60' ROW
NOT TO SCALE
CL
& GUTTER &GUTTER y
TYPICAL CROSS SECTION - ALLEY - 20' ROW
NOT TO SCALE
60'
RIGHT OF WAY
5' $' 22' 8' 5' 0.5
PAVEMENTLu
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1 /4"/FT. 1 /4"/FT. 1 /4"/FT. 1 /4"/FT.
SLO3MAX SLOPE 2:1 MAX
STANDARD 30" STANDARDD GUTTER CURB AND GUTTER
TYPICAL CROSS SECTION - LOCAL STREET - 60' ROW
(ANGLER STREET & WEATHERS STREET)
NOT TO SCALE
SLIDE
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CLIMBING
WALL
BONGO DRUMS
(BELOW DECK)
BONE
BRIDGE
CRAWL
TUBE
FIRE
HOUSE
POLE
ADA G BASS DRUM
STEP (BELOW DECK)
AMENITY DETAIL: PLAYGROUND
NOT TO SCALE
SLIDE
1
FENCED
- - - - - - - DOG PARK - - - - - -- - - - - -
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SITE DATA
DEVELOPER:
TOTAL DEVELOPED ACREAGE = 29.26 acres
EASTWOOD HOMES
EXISTING LAND USE = VACANT
GREG DAVIDSON
ZONING = MU-1
6601 SIX FORKS ROAD SUITE 100
RALEIGH, NC 27615
PROPOSED NUMBER OF LOTS = 120
PHONE: [phone]
PROPOSED DENSITY = 4.10 du/a
TOTAL LENGTH OF ROADS = 2,860 LF
ENGINEER:
TOTAL LENGTH OF ALLEYS = 2,856 LF
TIMMONS GROUP
7.5% OPEN SPACE REQUIRED = 2.19 acres
MIKE ZACCARDO, PE
OPEN SPACE PROVIDED = 17.6 acres (60.3%)
5410 TRINITY ROAD, STE. 102
RALEIGH, NC 27607
PIN #s = 1842-89-9114 & 1842-88-6420
PHONE: [phone]
DB = 1802, PG = 928; PB = 2001, PG = 179
DB = 2213, PG = 943
OWNER OF RECORD:
FIRM MAP# = 3720184200L
MOSSWOOD PARTNERS LLC
EFFECTIVE DATE 4/16/2013
2475 WENDELL BLVD
WENDELL, NC 27591
BYPASS EAST LLC
2475 WENDELL BLVD
WENDELL, NC 27591
TOWNHOME LOT DATA
PROPOSED NUMBER OF LOTS
MAXIMUM ALLOWED DENSITY
MINIMUM REQUIRED LOT WIDTH
MINIMUM LOT WIDTH PROVIDED
MINIMUM LOT SIZE PROVIDED
AVERAGE LOT SIZE PROVIDED
NUMBER OF STORIES: HEIGHT
FRONT LOAD SETBACKS
FRONT: 20'
REAR: 12'
SIDE: 0'
MINIMUM BUILDING SEPARATION: 12'
120
17 DUA
16 FEET
20 FEET
1,998 SF
2,295 SF
2:25'
REAR LOAD SETBACKS
FRONT: 12'
REAR: 20'
SIDE: 0'
MINIMUM BUILDING SEPARATION: 12'
STREET TABLE
ALLEY TABLE
NAME TYPE
LENGTH
NAME
LENGTH
WEATHERS STREET LOCAL
222 LF
ANGELFISH LANE
1,477 LF
ANGLER STREET LOCAL
1,662 LF
AMBERJACK LANE
140 LF
BLUEFISH CIRCLE LOCAL
976 LF
ROCK BASS LANE
140 LF
TOTAL
2,860 LF
PICKEREL LANE
705 LF
HERRING LANE
394 LF
SCALE 1 "=80'
0 80' 160'
LEGEND
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF YOUNGSVILLE, FRANKLIN COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS.
2. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVING, BUILDING WALL FACE OR PROPERTY LINE UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND GRADES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY EXISTING DISCREPANCIES PRIOR TO COMMENCING ANY RELATED CONSTRUCTION.
4. AT LEAST 3-12 BUSINESS DAYS PRIOR TO CONSTRUCTION OR EXCAVATION THE CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (811) OR
(1-800-632-4949) TO HAVE EXISTING UTILITIES LOCATED.
5. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF THE BUILDING.
6. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL CONFLICTS PRIOR TO THE BEGINNING OF CONSTRUCTION.
7. ALL CURB AND GUTTER ONSITE SHALL BE 24" WIDE. ALL CURB AND GUTTER IN THE PUBLIC RIGHT OF WAY SHALL BE 30" WIDE.
8. TRANSITION FROM 30" TO 24" CURB AND GUTTER IS TO OCCUR ON -SITE. THIS TRANSITION SHALL BE 10' LONG IMMEDIATELY ADJACENT TO PUBLIC
RIGHT OF WAY OR AS DIRECTED IN THE PLAN.
9. ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE REPLACED PER TOWN OF YOUNGSVILLE, FRANKLIN COUNTY OR NCDOT STANDARDS AND
SPECIFICATIONS.
10. ALL DRIVEWAY DESIGN AND CONSTRUCTION MUST COMPLY WITH TOWN OF YOUNGSVILLE. DRIVEWAYS SHALL BE PERMITTED SEPARATELY.
11. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE, BERMING, PARKED VEHICLES OR SIGN BETWEEN THE HEIGHTS OF
TWENTY-FOUR (24) INCHES AND EIGHT (8) FEET ABOVE THE CURB LINE ELEVATION, OR THE NEAREST TRAVELED WAY IF NO CURBING EXISTS, SHALL BE
PLACED WITHIN A SIGHT TRIANGLE OF A PUBLIC STREET, PRIVATE STREET OR DRIVEWAY CONTAINED EITHER ON THE PROPERTY OR ON AN ADJOINING
PROPERTY.
12. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR
ACTIVITIES. CALL UTILITY LOCATOR SERVICE BEFORE DIGGING.
13. ALL STREETS SHALL BE PUBLIC.
14. ALL UTILITIES SHALL BE UNDERGROUND.
15. EACH LOT WILL BE SERVED BY FRANKLIN COUNTY PUBLIC WATER.
16. EACH LOT WILL BE SERVED BY TOWN OF YOUNGSVILLE PUBLIC SEWER.
17. NCDEQ EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH.
18. CONSTRUCTION DRAWINGS MUST BE APPROVED AND STAMPED 'RELEASED FOR CONSTRUCTION' PRIOR TO CONSTRUCTION.
19. SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY SIGNAGE.
20. STREET NAMES MUST BE APPROVED BY TOWN OF YOUNGSVILLE PRIOR TO FINAL PLAT.
21. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MATERIALS ORDERED PRIOR TO FINAL, APPROVED PLANS THAT ARE RELEASED FOR CONSTRUCTION,
AND IS RESPONSIBLE FOR MAKING ALL ADJUSTMENTS TO THOSE MATERIALS TO MEET THE FINAL, APPROVED DESIGN, SUCH AS STRUCTURE HEIGHTS,
ANGLES, PIPE MATERIALS, ETC., WITHOUT ADDITIONAL COST TO DEVELOPER OR ENGINEER.
PROPERTY LINE
EXISTING RIGHT-OF-WAY
------- EXISTING ROAD CENTERLINE
ADJACENT PROPERTY LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED EOP
- - - - - - BUILDING SETBACK
- - PROPOSED LOT LINE
PERIMETER BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
• • • • • • • ZONE AE 100 YR FLOODPLAIN
SIDEWALK
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
OPEN SPACE
CIVIC SPACE
® CURB RAMP
STOP SIGN
TOTAL 2,856 LF
OPEN SPACE TABLE
OPEN SPACE 1
430,855 SF
9.89 AC
OPEN SPACE 2
281,437 SF
6.46 AC
OPEN SPACE 3
1,467 SF
0.03 AC
OPEN SPACE 4
2,000 SF
0.05 AC
OPEN SPACE 5
2,000 SF
0.05 AC
OPEN SPACE 6
1,456 SF
0.03 AC
OPEN SPACE 7
1,835 SF
0.04 AC
OPEN SPACE 8
2,000 SF
0.05 AC
OPEN SPACE 9
2,000 SF
0.05 AC
OPEN SPACE 10
1,457 SF
0.03 AC
OPEN SPACE 11
1,457 SF
0.03 AC
OPEN SPACE 12
2,000 SF
0.05 AC
OPEN SPACE 13
2,000 SF
0.05 AC
OPEN SPACE 14
1,457 SF
0.03 AC
OPEN SPACE 15
2,291 SF
0.05 AC
OPEN SPACE 16
2,000 SF
0.05 AC
OPEN SPACE 17
2,000 SF
0.05 AC
OPEN SPACE 18
4,766 SF
0.11 AC
OPEN SPACE 19
9,426 SF
0.22 AC
OPEN SPACE 20
2,469 SF
0.06 AC
OPEN SPACE 21
2,100 SF
0.05 AC
OPEN SPACE 22
2,412 SF
0.06 AC
OPEN SPACE 23
2,550 SF
0.06 AC
OPEN SPACE 24
2,100 SF
0.05 AC
OPEN SPACE 25
2,469 SF
0.06 AC
TOTAL 768,007 SF 17.63 AC
RETAINING WALL NOTES:
1. ALL RETAINING WALLS TO BE DESIGNED, PERMITTED, & RAILING
REQUIREMENT ASSESSMENT BY OTHERS. ASSOCIATED DRAINAGE TO BE
DESIGNED BY OTHERS.
2. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ENGINEER OF RECORD
FOR COORDINATION PURPOSES, WITH FIELD CONDITIONS, UNSEEN
CONFLICTS AND ASSOCIATE DRAINAGE, AS NEEDED.
3. CONTRACTOR SHALL COORDINATE DESIGN AND SUBMIT SEALED PLAN(S)
FOR REVIEW AND APPROVAL FROM TOWN.
4. ALL RETAINING WALLS WILL REQUIRE A BUILDING PERMIT FROM THE
JURISDICTIONS INSPECTIONS DEPT.
5. TOP OF WALL SPOT GRADES PROVIDE 6" ELEVATION DIFFERENCE ABOVE
GRADE SHOWN.
IMPERVIOUS DATA
IMPERVIOUS WITHIN LOTS (1,700 SF PER 120 LOTS) 204,000 SF
MAIL KIOSK IMPERVIOUS AREA 5,000 SF
ROADWAY IMPERVIOUS AREA 168,600 SF
AMENITIES 11,000 SF
TOTAL SITE IMPERVIOUS AREA 388,600 SF
8.92 AC (30.5%)
USPS NOTE
CLUSTER MAILBOXES TO BE LOCATED PERMANENTLY AT OPEN SPACE 1. PROPOSED KIOSK LOCATION TO BE
APPROVED BY USPS. IF ADDITIONAL TEMPORARY LOCATIONS ARE REQUIRED, APPROVAL OF LOCATIONS
SHALL BE RECEIVED FROM USPS.
AN ENLARGED DETAIL OF THE MAILBOX KIOSK AREA AND ASSOCIATED PARKING IMPROVEMENTS SHALL BE
REQUIRED ON THE SUBDIVISION CONSTRUCTION DRAWINGS AND SHALL COMPLY WITH ALL THE STANDARDS
REQUIRED BY YOUNGSVILLE DEVELOPMENT ORDINANCE AND ADA STANDARDS.
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
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DRAWN BY
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DESIGNED BY
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CHECKED BY
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