Park Place Commons at Franklin Park - Lot 4 - 17-0065 PARK PLACE COMMONS

PARK PLACE COMMONS BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2016SUMMIT DESIGN ANDENGINEERING SERVICESCAG ([e-mail])RH ([e-mail])17-0065PARK PLACE COMMONS PARK AVENUE YOUNGSVILLE, N.C. 27596SITE DEVELOPMENT PLANSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: [phone] Fax: [phone]www.summitde.netFIRST ISSUE DATEMWP ([e-mail])05-02-2017AT FRANKLIN PARK-LOT 4Know what's below.
before you dig.Call
R
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT
ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
SITE DEVELOPMENT PLANS
YOUNGSVILLE, NC 27596PARK AVE
FOR
SUBMITTED TO THE TOWN OF YOUNGSVILLE MAY 2, 2017
VICINITY MAP
NOT TO SCALE
EXISTING CONDITIONS
C-3
C-2
C-1TITLE SHEET
SHEET INDEX
GRADING AND STORM DRAINAGE PLAN
SITE DETAILS
C-6
SITE PLAN
D-1
D-2WATER AND SEWER DETAILS
C-4UTILITY PLAN
LANDSCAPING AND LIGHTING PLAN
N
SITE LOCATION MAP
PUBLIC SERVICE CONTACTS :
C-7
ENGINEER CONTACT
SUMMIT DESIGN & ENGINEERING SERVICES
CHAD E. ABBOTT, P.E.
504 MEADOWLAND DR
HILLSBOROUGH, NC 27278
[phone] (PHONE)
[phone] (FAX)
[e-mail]
SURVEY CONTACT
CAWTHORNE, MOSS & PANCIERA
MIKE MOSS, PLS
333 S. WHITE STREET
WAKE FOREST, NC 27587
[phone] (PHONE)
[phone](FAX)
[e-mail]
17-0065_CS
C-1 TITLE SHEETPARCEL
PIN: 1853-13-8161
DB 1770 PG 737
ZONING : LI
5.6 ACRES
N
SITE
NOT TO SCALE
GENERAL NOTES:
1.CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH FRANKLIN COUNTY STANDARD DETAILS, CODE OF ORDINANCES AND STANDARD SPECIFICATIONS.
2.ALL SITE WORK, AT A MINIMUM, SHALL BE PERFORMED IN ACCORDANCE WITH THE 2012 NCDOT ROADWAY STANDARD DRAWINGS AND STANDARD SPECIFICATIONS FOR ROADS
AND STRUCTURES UNLESS OTHERWISE NOTED OR DIRECTED.
3.CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE AND THE MOST CURRENT TOWN, COUNTY, STATE, NCDOT AND UTILITY PROVIDER
STANDARDS, SPECIFICATIONS AND BUILDING CODES.
4.UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING NC 811 OR THE APPROPRIATE
UTILITY COMPANIES PRIOR TO ANY EXCAVATION.
5.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ALL EXISTING ON SITE ITEMS AS SHOWN ON IF NECESSARY, ABOVE AND BELOW GROUND. THE
CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTE RESULTING FROM DEMOLITION, AS WELL AS GRADING AND FILLING OF ALL DEPRESSIONS TO INSURE THE
SITE REMAINS AESTHETICALLY ACCEPTABLE.
6.THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK IN ACCORDANCE WITH OSHA.
7.THE CONTRACTOR SHALL GRADE, SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, ESPECIALLY SLOPES.
SEE EROSION CONTROL INSTRUCTIONS, IF APPLICABLE.
8.WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES
9.ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER, PLANNING DEPARTMENT STAFF, AND DEVELOPER PRIOR TO
INSTALLATION/CONSTRUCTION OF CORRESPONDING ITEMS.
10.THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED SURFACE. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS
DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED INVERTS, FFE'S & FINISHED SURFACES TO ENSURE
THAT MINIMUM SLOPE & COVER REQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION OF REFERENCED ITEMS..
11.THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE; OFFSITE BORROW OR WASTE MAY BE REQUIRED.
12.ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTING GRAVITY SYSTEMS IF REQUIRED AND SHALL BE ADJUSTED BY THE ENGINEER IF NECESSARY.
13.PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS NECESSARY FOR CONSTRUCTION. THE CONTRACTOR SHALL
READ ALL PERMITS AND ENSURE THAT CONSTRUCTION COMPLIES WITH THE PERMITS. REQUIRED PERMITS AND REVIEWS MAY INCLUDE, BUT ARE NOT LIMITED TO:
CITY/COUNTY APPROVALS/PERMITS, CITY FIRE DEPARTMENT, SOLID WASTE REVIEWS, NCDOT PERMITS, DRIVEWAY PERMITS, RIGHT OF WAY ENCROACHMENT AGREEMENTS,
SOIL AND EROSION CONTROL PERMITS, NCDENR PERMITS, WATER PERMITS, SEWER PERMITS, ENVIRONMENTAL PERMITS, WETLAND DISTURBANCE PERMITS, STREAM
CROSSING PERMITS, POWER EASEMENT ENCROACHMENT AGREEMENTS, USACE/DWQ PERMITS, STORMWATER PERMITS, ZONING APPROVAL, AND BUILDING CODE
APPROVALS/PERMITS. IF THE CONTRACTOR HAS QUESTIONS ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE MUST CONTACT THE DEVELOPER AND THE
ENGINEER PRIOR TO BEGINNING CONSTRUCTION.
DEVELOPER/FUTURE OWNER
WHITFIELD DESIGN/BUILD INC
P.O. BOX 867
CREEDMOOR N.C. 27522
BRIAN WHITFIELD
(252)-412-2902 (PHONE)
[e-mail]
CURRENT OWNER
J.C. CRABTREE INVESTMENTS LLC
P.O. BOX 652
CREEDMOOR N.C. 27522
(919)-427-6907 (PHONE)
[e-mail]
AT FRANKLIN PARK- LOT 4
SANITARY SEWER PLAN AND PROFILE
C-5
ELECTRIC - PROGRESS ENERGY
(800)-452-2777
www.progress-energy.com
WATER - FRANKLIN COUNTY PUBLIC UTILITIES
ROBERT CARDON
INSPECTOR
[e-mail]
SEWER - FRANKLIN COUNTY PUBLIC UTILITIES
ROBERT CARDON
INSPECTOR
(919)-556-6177
[e-mail]
PHONE / INTERNET - CENTURY LINK
(800)-707-4993
www.centurylink.com
SOLID WASTE & RECYCLING
PRIVATE COMPANY

EROSION CONTROL -NCDENR
SALLY CASTLE
1628 MAIL SERVICE CENTER
RALEIGH, NC 27609
(919)-791-4200
ROADWAY - NCDOT
MIKE GOODWIN
ASST DISTRICT ENGINEER
DIVISION 5, DISTRICT 3 OFFICE
321 GILLBURG ROAD
CS # 07-15-01
HENDERSON, NC 27537
(252)-598-5100
[e-mail]
PLANNING- TOWN OF YOUNGSVILLE
BOB CLARK, AICP
PLANNING, ZONING AND
SUBDIVISION ADMINISTRATOR
134 US HWY. 1-A SOUTH
YOUNGSVILLE, NC 27596
919-556-5073
[e-mail]
NOT FOR
CONSTRUCTION
RESUBMITTED TO THE TOWN OF YOUNGSVILLE JULY 28, 2017
SUBMITTED TO THE NCDEQ STORMWATER AUGUST 18, 2017
D-3WETLAND DETAILS
K:\2017\17-0065\CIVIL\Current Drawings\17-0065_TS.dwg, C-1 TITLE SHEET, 8/18/2017 1:39:30 PM, chris.oliver, 1:1
20' WATER & SEWER
LINE PERPETUAL
EASEMENT
PER D.B. 1144, PG. 432
30' WATER & SEWER
LINE CONSTRUCTION
EASEMENT
PER D.B. 1144, PG. 432
30' UTILITY
EASEMENT
B.M. 1999, PG. 442
Know what's below.
before you dig.Call
R
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
30 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2016SUMMIT DESIGN ANDENGINEERING SERVICESCAG ([e-mail])RH ([e-mail])17-0065PARK PLACE COMMONS PARK AVENUE YOUNGSVILLE, N.C. 27596SITE DEVELOPMENT PLANSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: [phone] Fax: [phone]www.summitde.netFIRST ISSUE DATEMWP ([e-mail])05-02-2017AT FRANKLIN PARK-LOT 417-0065_S
C-3 SITE PLANCURRENT OWNER:
CONTACT:
PIN:
MAILING ADDRESS:
TELEPHONE NUMBER:
PROPERTY ADDRESS:
PLANNING JURISDICTION:
CITY:
STATE:
WATERSHED:
RIVER BASIN:
FEMA MAP#:
SOILS:
DB/PG:1770/737
PB/PG 1999/442
LOT AREA:5.605 AC
EXIST. ZONING: MU
CURRENT USE:VACANT
PROPOSED USE:COMMERCIAL
FRONT SETBACKS: 50'
SIDE SETBACK:25'
REAR SETBACKS:50'
TOTAL LAND DISTURBANCE AREA:3.0 AC
IMPERVIOUS AREAS:
EXISTING:0
TO BE REMOVED:0
PROPOSED:BUILDING 14,995 SF
ASPHALT 35,946 SF
GRAVEL 15,073
CONCRETE 2,157 SF
TOTAL=68,171 SF = 1.56AC
PARKING
REQUIRED -1SP/300 SF FOR FLEX SPACE= 30 SPACES
PROVIDED- 31 SPACES
J.C. CRABTREE INVESTMENTS LLC
J.CRABTREE
1853-13-8161
PO BOX 652
CREEDMOOR N.C. 27522
(919)-427-6907
PARK AVENUE YOUNGSVILLE, N.C. 27596
TOWN OF YOUNGSVILLE
YOUNGSVILLE
NORTH CAROLINA
BRANDY CREEK
TAR- PAMLICO
1853
NAME: GROUP:SLOPES:
CaB (CECIL SANDY LOAM)A 2-6%
CaC (CECIL SANDY LOAM)A 6-10%
SITE INFORMATION
R=3789.32'L=364.749000 S
F
FLEX-S
P
A
C
E
BUILDI
N
G
DIVIDE
D

I
N
T
O
6 UNIT
S
150' X 20'
SELF STORAGE
BUILDINGS
30' R
(TYP.)7 SPACESVAN
VAN
5 SPACES2 VAN17 SPACES
75'
24'
64'
20'10' S/W
3'
30' PVMNT
3' R
50' BLDG REARSETBACK25' BLDG SIDE
SETBACK(TYP)
LANDSCAPED AREA
(TYP)
3' R
(TYP.)
24X 22 CONCRETE
DUMPSTER PAD FOR
SOLID WASTE
AND RECYCLING
WITH ENCLOSURE
(SEE DETAIL)
4" THICK
ABC ACCESS DRIVE/AISLES
30'
ASPHALT PAVE
M
E
N
T
(TYP.)50' BLDG SETBACKPARK AVENUE US HWY 1-A(60' PUBLIC R/W)
9'
N/F
LISA B DELVIN S HUFFSTETLER, II
D.B. 1330, PG 973
PIN # 1853-13-8408
N/F
LAKE WILSON BOARDING KENNELS
D.B. 1838, PG 964
PIN # 1853-13-5646
N/F
HURT INVESTMENTS, LLC
D.B. 1817, PG 196
M.B. 2001. PG.291
PIN # 1853-12-5937
N/F
HURT INVESTMENTS, LLC
D.B. 2034, PG 877
M.B. 2001. PG.291
PIN # 1853-13-4450
N/F
CC INVESTORS OF NC, LLC
D.B. 1817, PG 170
M.B. 2007. PG.336
PIN # 1853-123-4095
N/F
HURT INVESTMENTS,LLC
D.B. 1817, PG 196
M.B. 2007. PG.336
PIN # 1853-12-5865
SITE NOTES:
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF YOUNGSVILLE
AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
2.PARKING AREAS AND DRIVE ISLES SHALL BE CONSTRUCTED OF HEAVY DUTY
ASPHALT PAVEMENT. THIS PAVEMENT SECTION WILL BE DETERMINED BY
FORTHCOMING GEOTECHNICAL REPORT.
3.CONTRACTOR SHALL MAINTAIN ANY EXISTING ACCESSES TO ADJACENT
RESIDENCES, BUSINESSES AND PROPERTIES AT ALL TIMES.
4.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS NECESSARY FOR
CONSTRUCTION.
5. BOUNDARY AND TOPO INFORMATION TAKEN FROM SURVEY PROVIDED BY
CAWTHORNE, MOSS, AND PANCIERA, P.C. DATED MARCH 03,2017.
6. SEE SHEET C-2 FOR BOUNDARY INFORMATION.30' PARKING LOT SETBACK
EXISTING ASPHALT ROADWAY
24' WIDE +/-
16'
BUFFER
YARD
LOADING AREAKMS PROPERTIES LLC
D.B. 1755 PG 489
PIN 1853-12-9747
WHEEL STOP
(TYPICAL)
33'
33'10'TURN-DOWNSIDEWALKACCESSIBLE
RAMP
AND
SIGNAGE
10' X 70' SIGHT
DISTANCE TRIANGLE
MAIL KIOSK
16'
BUFFER
YARD
STEEL
BOLLARD
(TYP.)
25'
35'
72.5'[e-mail]
PARKING AREA
LIGHT (TYPICAL)
R30'
25' BL
D
G

S
I
D
E
SETBA
C
K
(
T
Y
P
)
80'
5'
S/W
NOT FOR
CONSTRUCTION
SEE PARK AVENUE
WIDENING PLANS PREPARED
BY SUMMIT DESIGN & ENGINEERING
SERVICES FOR SPECIFIC INFORMATION
(UNDER SEPARATE COVER)
7.0'
(TYPICAL)
6"
LC
6.5'
2.5'R
ACCOMPANIED BY "VAN" LETTERING
LOCATE AT EDGE OF PARKING SPACE UNLESS
ACCESSIBLE PARKING SYMBOL
NTS
K:\2017\17-0065\CIVIL\Current Drawings\17-0065_S.dwg, C-3 SITE PLAN, 8/18/2017 1:39:48 PM, chris.oliver, 1:1
20' WATER & SEWER
LINE PERPETUAL
EASEMENT
PER D.B. 1144, PG. 432
30' WATER & SEWER
LINE CONSTRUCTION
EASEMENT
PER D.B. 1144, PG. 432
30' UTILITY
EASEMENT
B.M. 1999, PG. 442
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHESSMH-3:
RIM: 420.59'
INV. IN: 410.00' (SSMH-4, S)
6" INV IN=415.20
INV. OUT: 409.80' (SSMH-2, N)
SSMH-4:
STA: 17+95.79, 0.0'
RIM: 425.22'
INV. OUT: 419.00' (SSMH-3, N)
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
NOT FOR
CONSTRUCTION
Know what's below.
before you dig.Call
R
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
30 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2016SUMMIT DESIGN ANDENGINEERING SERVICESCAG ([e-mail])RH ([e-mail])17-0065PARK PLACE COMMONS PARK AVENUE YOUNGSVILLE, N.C. 27596SITE DEVELOPMENT PLANSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: [phone] Fax: [phone]www.summitde.netFIRST ISSUE DATEMWP ([e-mail])05-02-2017AT FRANKLIN PARK-LOT 417-0065-S
C-4 UTILITY PLAN50' BLDGFRONT SETBACKR=3789.32'L=364.7450' BLDG REARSETBACK25' BLDG SIDE
SETBACK (TYP)
UTILITY NOTES:
1.) ALL WATER AND SEWER SHALL BE CONSTRUCTED IN ACCORDANCE
WITH FRANKLIN COUNTY UTILITIES DEPARTMENT STANDARDS AND DETAILS.
2.) PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SCHEDULE AND HOLD
A PRE-CONSTRUCTION MEETING WITH FRANKLIN COUNTY UTILITIES, ENGINEER
AND NCDOT
3.) AN APPROVED COPY OF THE NCDOT ENCROACHMENT AGREEMENT AND APPROVED
PLANS SHALL BE OBTAINED BY THE CONTRACTOR AND ON SITE AT ALL TIMES DURING
CONSTRUCTION.
4.) CONTRACTOR SHALL PROVIDE 6 COPIES OF THE W & S SUBMITTALS TO FRANKLIN COUNTY
UTILITIES FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
5.) THE CONTRACTOR SHALL KEEP A RED-LINED SET OF PLANS TO RECORD ANY AND ALL
UTILITY CHANGES AND LOCATIONS OF THE UTILITIES DURING CONSTRUCTION AND PROVIDE
A COPY TO THE ENGINEER ONCE COMPLETE TO ASSIST IN THE PREPARATION OF REQUIRED AS-BUILT
DRAWING AND CERTIFICATIONS, WITH A COPY OF THE TRANSMITTAL SENT TO THE OWNER/DEVELOPER.
6.) AS-BUILT DRAWINGS/CERTIFICATIONS SHALL NBE SUBMITTED TO AND APPROVED BY FRANKLIN
COUNTY UTILITIES PRIOR TO RELEASE OF ANY BUILDING CERTIFICATE OF OCCUPANCY.
7.) TRAFFIC CONTROL SHALL BE PROVIDED BY CONTRACTOR IN ACCORDANCE WITH NCDOT STANDARDS
AND SPECIFICATIONS. ANY CONSTRUCTION WITHIN THE PUBLIC ROAD R/W SHALL OCCUR BETWEEN THE HOURS
OF 9 AM AND 4 PM MONDAY THROUGH FRIDAY, UNLESS WRITTEN PERMISSION FROM NCDOT STATES OTHERWISE.
8.) CONTRACTOR SHALL KEEP DISRUPTIONS TO DRIVEWAYS ALONG THE SEWER MAIN CONSTRUCTION TO AN
ABSOLUTE MINIMUM. THESE DISRUPTIONS SHALL BE COORDINATED WITH THE OWNER OF EACH DRIVEWAY. ONCE
SEWER MAIN IS INSTALLED AND BACKFILLED WITHIN THE DRIVEWAY AREAS, CONTRACTOR SHALL RE-ESTABLISH
THEM WITH LIKE MATERIALS- 4" MIN. ABC OR ASPHALT (SECTION TO MEET OR EXCEED EXISTING.)
9.) ANY STORM DRAIN PIPE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AS NECESSARY WITH
PIPE APPROVED BY NCDOT. DITCHLINES SHALL BE RE-ESTABLISHED AS SOON AS POSSIBLE AND SEEDED
AND MULCHED PER SPECIFICATIONS.
10.) MAILBOXES LOCATED ALONG PARK AVENUE SEWER MAIN INSTALLATION SHALL BE ACCESSIBLE AT ALL TIMES.
TEMPORARY RELOCATIONS, IF REQUIRED SHALL BE COORDINATED WITH PROPERTY OWNERS.
11.)
TAP 12" W/L WITH 2" TAPPING
SADDLE AND DIRECT BORE 2"
DOMESTIC SERVICE UNDER
PAVEMENT- NO OPEN CUT OF
ASPHALT SHALL BE DONE.
3/4 " DOMESTIC
METER AND DDCA
IN HOT BOX(6 EACH)
3/4" DOMESTIC SERVICE
(TYPICAL-6 EACH)PARK AVENUE US HWY 1-A(60' PUBLIC R/W)
9000 SF
FLEX-SP
A
C
E
BUILDIN
G
DIVIDED

I
N
T
O
6 UNITS
150' X 20'
SELF STORAGE
BUILDINGS
6" CLEAN-OUT AND
4" PLUG FOR POSSIBLE
FUTURE EXTENSION
TO THE SOUTH
CONST
R
U
C
T
E
D
WETLA
N
D
4" PVC SEWER
SERVICE
(TYPICAL - 6 EACH)
EX.
FIRE
HYDRANT
6.5'
8" PVC SEWER MAIN
(SEE SEWER PLAN-PLROFILE SHEET)EXISTING 12" W/LEX.
TEL
PEDESTAL
6" PVC SEWER
SERVICE @ 1% MIN.
C/O @ R/W
4" PVC SEWER
SERVICE @ 2% MIN.
25' BL
D
G

S
I
D
E
SETBA
C
K

(
T
Y
P
)
SEE PARK AVENUE
WIDENING PLANS PREPARED
BY SUMMIT DESIGN & ENGINEERING
SERVICES FOR SPECIFIC INFORMATION
(UNDER SEPARATE COVER)
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR
TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR
SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT
OF "NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.K:\2017\17-0065\CIVIL\Current Drawings\17-0065_S.dwg, C-4 UTILITY PLAN, 8/18/2017 1:39:56 PM, chris.oliver, 1:1
20' WATER & SEWER
LINE PERPETUAL
EASEMENT
PER D.B. 1144, PG. 432
30' WATER & SEWER
LINE CONSTRUCTION
EASEMENT
PER D.B. 1144, PG. 432
30' UTILITY
EASEMENT
B.M. 1999, PG. 442
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHE4324334
4
5
443
4
4
4
446447448444
420 420425430435421
422422422
423
42442642742842943143243343443643743842
0
420420420420
4254254254304304304304214354
3
0
435
435
435440
435440426421421421422423422424
4
2
3
4244274244264264
2
6
4274284274294
2
7
428428 4294
2
8
429
429
4314314
2
9
43143143
2
431
432432433 432432
432432436
4
3
3
433
433434
433
434
4344334344364
3
4436
436437436437437
436
437 438438437438439438438 439439
442 441420418419439
439441434435434
436
437LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD LD
430431 433435
437
43844
0432433 43243143
0
430
429428
427 428427
42
7
428429430428429432
433434436438428426
430428427429
429
433432 432426 4254254244234224214204254
2
8 423424422421420Know what's below.
before you dig.Call
R
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
30 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2016SUMMIT DESIGN ANDENGINEERING SERVICESCAG ([e-mail])RH ([e-mail])17-0065PARK PLACE COMMONS PARK AVENUE YOUNGSVILLE, N.C. 27596SITE DEVELOPMENT PLANSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: [phone] Fax: [phone]www.summitde.netFIRST ISSUE DATEMWP ([e-mail])05-02-2017AT FRANKLIN PARK-LOT 417-0065_G
C-5 GRADING AND STORM DRAINAGE R=3789.32'L=364.749000 SF
FLEX-SPACE
BUILDING
DIVIDED INTO
6 UNITS
150' X 20'
SELF STORAGE
BUILDING
50' BLDG REARSETBACKGRADING & STORM DRAINAGE NOTES:
1.THIS PROPERTY IS WITHIN THE BRANDY CREEK WATERSHED IN THE TAR-PAMLICO RIVER BASIN
2.ALL PIPE TO BE INSTALLED ON-SITE AND IN THE RIGHTS OF WAY SHALL MEET OR EXCEED THE NCDOT ASTM AND
AASHTO SPECIFICATION REQUIREMENTS FOR SUCH PIPE MATERIAL. CONTRACTOR SHALL VERIFY APPROVAL WITH
NCDOT FOR ALL PIPE MATERIALS TO BE USED IN THE RIGHT OF WAY.
3.ALL WORK WITHIN NCDOT ROW SHALL COMPLY w/ 2012 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES, NCDOT STANDARD DRAWINGS, AND THE MUTCD STANDARDS.
4.ALL ON-SITE PIPE SHALL BE INSTALLED MEETING COVER, BACKFILL AND BEDDING REQUIREMENTS PER THE
MANUFACTURER'S RECOMMENDATIONS.
5.NCDOT PRE-CAST DRAINAGE STRUCTURES / MANHOLES CAN BE USED IN LIEU OF NCDOT STANDARD BRICK OR
CONCRETE CATCH BASINS. ANY DEVIATION FROM THE SPECIFIED STRUCTURES SHALL BE APPROVED BY ENGINEER
PRIOR TO INSTALLATION AND SHALL MAINTAIN COMPLIANCE WITH ALL CORRESPONDING NCDOT MATERIAL,
DRAWING & DETAILED SPECIFICATIONS.
6.CONTRACTOR SHALL FIELD VERIFY THAT PROPOSED GRADES MATCH EXISTING PAVEMENT AT ALL CONNECTION/TIE
POINTS PRIOR TO FINAL LIFT OF ASPHALT. CONTRACTOR SHALL NOTIFY ENGINEER IF DISCREPANCY OCCURS.
7.PROPOSED CONTOUR LINES REPRESENT FINISHED GRADE ELEVATIONS. CONTOUR LINES MAY BE FIELD ADJUSTED
AT THEIR BEGINNING, ENDING AND AT STRUCTURES IN ORDER TO PROVIDE A PROPER TIE-IN AND POSITIVE
DRAINAGE.
8.CONTRACTOR SHALL FIELD VERIFY TIE OUT POINTS, PROPOSED INVERTS, FFE'S & FINISHED SURFACES PRIOR TO
CONSTRUCTION TO AVOID CONFLICTS. CONTACT ENGINEER IF DISCREPANCIES ARE FOUND.
9.TOWN PLANNING DEPARTMENT STAFF SHALL BE CONTACTED TO INSPECT TREE PROTECTION FENCING BEFORE
GRADING WORK BEGINS.
10.THE N.C. DEPT. OF ENVIRONMENTAL QUALITY (NCDEQ) MUST APPROVE THE STORMWATER MANAGEMENT PLAN FOR
THIS PROJECT PRIOR TO BEGINNING CONSTRUCTION.
11.CONTRACTOR SHALL MONITOR, MAINTAIN, MOVE AND/OR ADD SILT FENCE, SILT FENCE OUTLETS, AND J-HOOKS AS
NEEDED BASED ON FIELD AND RUNOFF CONDITIONS AND AS DIRECTED BY THE ENGINEER AND/OR STATE
REPRESENTATIVE.
12.A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED TO AND APPROVED BY NCDEQ AND A
ZONING COMPLIANCE PERMIT FROM THE TOWN OF YOUNGSVILLE WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A
LAND-DISTURBANCE PERMIT.
13.IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE SPOIL/BORROW SITE
MUST BE INCLUDED IN THE LAND-DISTURBANCE PLAN AND PERMIT UNLESS THE SPOIL/BORROW SITE ALREADY HAS
A LAND-DISTURBING PERMIT.
14.SEE CONSTRUCTED WETLAND DETAIL SHEET FOR DETAILED NUTRIENT AND PEAK FLOW CALCULATIONS.
15.ALL REQUIRED STORM DRAINAGE AND BMP EASEMENTS TO BE PLATTED UPON FINAL CONSTRUCTION OF NEW
CONVEYANCES.
16.ALL 2:1 SLOPES ON SITE SHALL BE MATTED AND PREPARED TO ENSURE VEGETATIVE COVER. ALL GRASS SLOPES
WHICH EXCEED 3:1 (H:V) SHALL UTILIZE NORTH AMERICAN GREEN (NAG) CONSTRUCTION PRODUCTS TURF
REINFORCEMENT MATS SC150 OR APPROVED EQUAL UNLESS OTHERWISE SPECIFIED ON PLANS. MATS SHALL BE
INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND STANDARDS. CONTRACTOR SHALL COORDINATE
INSTALLATION INSPECTION WITH MANUFACTURER.
17.ALL UTILITY TRENCHING, BACKFILL, AND SUB-GRADE COMPACTION EFFORTS SHALL MEET/EXCEED NCDOT
REQUIREMENTS AND SPECIFICATIONS.
18.THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE; OFFSITE BORROW OR WASTE MAY BE
REQUIRED.
19.PER NORTH CAROLINA BUILDING CODE APPENDIX J ALL FILL SHALL AT A MINIMUM MEET 90% STANDARD PROCTOR
DENSITY PER ASTM D 1557. ALL OTHER PORTIONS OF EARTHWORK AND GRADING AT A MINIMUM SHALL ADHERE TO
THIS CODE SECTION. BUT IN NO WAY SHALL SUPERCEDE THE SITE SPECIFIC GEO-TECHINICAL RECOMMENDATIONS.
THE FOLLOWING SHALL BE APPROVED BY THE COUNTY PRIOR TO ISSUING A
CERTIFICATE OF OCCUPANCY FOR A SINGLE FAMILY RESIDENCE THAT DRAINS
INTO A STORMWATER CONTROL MEASURE:
1)THE ENGINEER OF RECORD SHALL REQUEST A FINAL INSPECTION BY THE
STORMWATER ADMINISTRATOR AND CORRECT ANY NOTED DEFICIENCIES.
2)PROVIDE A CONSTRUCTION CERTIFICATION SEALED BY A PROFESSIONAL
ENGINEER THAT THE PROJECT WAS INSPECTED AND CONSTRUCTED IN
ACCORDANCE WITH THE APPROVED STORMWATER PLANS.
3)SUBMIT AS-BUILT RECORD DRAWINGS SEALED BY A PROFESSIONAL
ENGINEER.
SKIMMER BASIN TO WETLAND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION SITE IS STABILIZED AND WITH
PERMISSION OF THE EROSION CONTROL INSPECTOR,THE SKIMMER BASINS
SHALL BE CONVERTED INTO STORMWATER WETLAND BASINS. THE FOLLOWING
STEPS SHALL BE FOLLOWED:
1)DEWATER THE BASINS
2)REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OF
3)ADJUST GRADES AS NECESSARY TO MATCH PLANS, HAVE AREAS
SURVEYED TO VERIFY SIZES ARE SUFFICIENT BY ENGINEER AND TO
PREPARE AS-BUILT CERTIFICATIONS.
4)PLANT AREA WITH SELECTED PLANTS
5)INSTALL SOD TO SLOPES
6)WATER PLANTS AS NECESSARY TO HELP ESTABLISHMENT
16' BUFFER YARD
PARK AVENUE/US HWY 1-A(60' PUBLIC R/W)
80 LF 15" STORM PIPE
@1% (MIN)
FES INV IN=423.50
FES INV OUT=422.70
PROP. DROP INLET
RIM = 419.22
INV IN = 415.00
INV OUT = 413.62
NOT FOR
CONSTRUCTION
FFE=430.25
FFE= 432.25
FFE=433.25
PROP. 3' X 3' RISER
W/ TRASH RACK
57 LF 12" STORM PIPE
@10.97%
INV IN=421.25
FES INV OUT=415.00
68 LF 15" STORM PIPE
@ 6.96%
FES INV IN=426.00
FES INV OUT=421.25
5'W X 5'L X 22"TH RIPRAP
OUTLET PROTECTION
5'W X 10'L X 22"TH RIPRAP
OUTLET PROTECTION
WETLAND SCMSEE PARK AVENUE
WIDENING PLANS PREPARED
BY SUMMIT DESIGN & ENGINEERING
SERVICES FOR SPECIFIC INFORMATION
(UNDER SEPARATE COVER)
25' BLD
G

S
I
D
E
SETBA
C
K
50' BLDGFRONT SETBACK25' BLDG SIDE
SETBACK (TYP)K:\2017\17-0065\CIVIL\Current Drawings\17-0065_G.dwg, C-5 GRADING & STORM DRAINAGE PLAN, 8/18/2017 1:40:16 PM, chris.oliver, 1:1
20' WATER & SEWER
LINE PERPETUAL
EASEMENT
PER D.B. 1144, PG. 432
30' WATER & SEWER
LINE CONSTRUCTION
EASEMENT
PER D.B. 1144, PG. 432
30' UTILITY
EASEMENT
B.M. 1999, PG. 442OHEOHEOHEOHE OHEOHEOHEOHEOHELDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD LD
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.1
0.1
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
0.3
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.5
0.7
0.6
0.3
0.3
0.2
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.4
0.6
0.7
0.6
0.6
0.4
0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.5
0.9
1.4
1.2
0.8
0.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.6
1.2
2.3
2.0
1.4
0.9
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.5
1.2
2.6
3.0
2.5
1.4
0.6
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.4
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.5
1.0
2.3
5.1
3.6
1.9
0.8
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.4
0.6
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.4
0.8
1.9
4.0
3.5
2.0
0.9
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.5
0.7
0.5
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.6
1.3
2.6
2.6
1.6
0.8
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.6
0.7
0.6
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.5
0.9
1.8
2.2
1.3
0.6
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.5
1.0
1.5
1.1
0.6
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.4
0.6
1.0
1.2
0.8
0.4
0.3
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.4
0.7
1.5
2.5
1.8
0.8
0.4
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.4
0.6
0.7
0.5
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.5
0.9
1.9
2.8
2.5
1.2
0.6
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.5
0.8
0.5
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.5
1.1
2.3
4.1
3.8
1.6
0.7
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.5
0.6
0.4
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.4
0.9
2.1
3.8
4.3
2.0
0.9
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.0
0.4
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.7
1.5
2.5
2.8
2.3
1.0
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.5
0.9
1.4
2.0
2.0
1.0
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.5
0.7
1.1
1.2
0.8
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.3
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.6
0.4
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.5
0.6
0.5
0.3
0.2
0.2
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.2
0.3
0.4
0.7
0.7
0.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.5
0.7
0.7
0.5
0.4
0.3
0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.4
0.4
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.4
0.5
0.7
0.9
0.8
0.6
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.4
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.6
1.1
1.9
1.6
1.0
0.7
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.4
0.5
0.6
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.6
1.3
2.5
2.4
1.9
1.1
0.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.5
0.7
0.6
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.5
1.1
2.4
4.0
3.1
1.7
0.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.5
0.7
0.6
0.4
0.0
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.4
0.9
2.1
5.0
3.8
2.0
0.9
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.6
0.9
0.9
0.6
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.4
0.7
1.6
3.1
2.9
1.8
0.9
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.5
1.0
1.8
1.7
0.9
0.5
0.3
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.5
1.1
2.3
2.6
1.4
0.7
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.4
0.7
1.3
2.3
2.6
1.3
0.7
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.4
0.7
1.4
1.7
1.1
0.5
0.3
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.4
0.8
1.7
2.9
3.7
2.0
0.9
0.4
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.5
0.7
0.8
0.6
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.7
1.7
3.4
5.5
2.6
1.1
0.5
0.3
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.4
0.5
0.7
0.5
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.6
1.3
2.6
3.5
2.7
1.3
0.6
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.6
0.7
0.4
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.4
0.9
1.6
2.2
2.6
1.5
0.7
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.5
0.4
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.5
0.8
1.3
1.7
1.2
0.6
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.5
0.7
0.8
0.7
0.6
0.4
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.3
0.4
0.6
0.7
0.6
0.4
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.2
0.2
0.4
0.5
0.4
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
NOT FOR
CONSTRUCTION
Know what's below.
before you dig.Call
R
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
30 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2016SUMMIT DESIGN ANDENGINEERING SERVICESCAG ([e-mail])RH ([e-mail])17-0065PARK PLACE COMMONS PARK AVENUE YOUNGSVILLE, N.C. 27596SITE DEVELOPMENT PLANSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: [phone] Fax: [phone]www.summitde.netFIRST ISSUE DATEMWP ([e-mail])05-02-2017AT FRANKLIN PARK-LOT 417-0065_L
C-6 LANDSCAPING AND LIGHTING PLAN30'
Park
ing
Lo
tSetback R=3789.32'L=364.749000 SF
FLEX-SP
A
C
E
BUILDIN
G
DIVIDED

I
N
T
O
6 UNITS
150' X 20'
SELF STORAGE
BUILDINGS
50' BLDG REARSETBACK16' BUFFER YARD
TO REMAIN UNDISTURBED
10' X 70' SIGHT
DISTANCE TRIANGLE
PARKING AREA
LIGHT (TYPICAL)
EXISTING TREE LINE
(TYPICAL)
AG
AG
PT
PT
GENERAL LANDSCAPING AND LIGHTING NOTES:
1.LANDSCAPE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES AND PROPOSED SITE LIGHTING POLE LOCATIONS LOCATED PRIOR TO INSTALLING PLANT
MATERIAL.
2.CONTRACTOR SHALL COMPLY WITH SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF THE "AMERICAN STANDARD FOR NURSERY STOCK" BY THE
AMERICAN ASSOCIATION OF NURSERYMEN (AAN).
3.CONTRACTOR SHALL NOT PLANT NEW PLANT MATERIAL IN CRITICAL ROOT ZONES OF EXISTING TREES TO BE SAVED AND PROTECTED ON SITE.
4.ANY DISTURBED AREAS NOT SCHEDULED FOR HARDSCAPE, PLANTING OR MULCH SHALL BE SEEDED WITH GRASS PER SPECS.
5.CONTRACTOR SHALL AMEND ALL PROPOSED PLANT BEDS WITH ORGANIC SOIL AMENDMENT (COMPOST). ROTOTILL BEDS TO A DEPTH OF 8", ADD 2" OF COMPOST AND
ROTOTILL AGAIN. REMOVE ALL EXIST. WEEDS, GRASS AND ROOTS.
6.CONTRACTOR SHALL RAKE SMOOTH AND APPLY 1" TO 2" TOPSOIL TO ALL LAWN AREAS RECEIVING SEED. REMOVE ALL EXIST. WEEDS, GRASS AND ROOTS.
7.ALL PLANT AND BED LINE LOCATIONS SHALL BE STAKED IN THE FIELD AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
8.ALL PLANTINGS SHALL BE INSTALLED WITH THE SPECIFIED LAYER OF MULCH. REFERENCE DETAILS FOR DEPTH AND TYPE OF MULCH. ALL TREES AND SHRUBS SHALL
BE PLANTED IN MULCH BEDS.
9.OWNERS OPTION: INSTALL 1
8" THK. x 4" WIDE GREEN STEEL EDGING WITH STEEL STAKES BETWEEN PLANTING BEDS AND LAWN.
10.FINISHED GRADE IN LANDSCAPE ISLANDS SHALL BE INSTALLED SO THAT IT IS ONE INCH LOWER THAN THE TOP OF SURROUNDING CURBS. MULCH WITH 3" OF TRIPLE
SHREDDED HARDWOOD MULCH FROM A REPUTABLE LOCAL SOURCE.
11.CONTRACTOR SHALL PROVIDE WATER PERMEABLE WEED MAT FOR ALL PLANTING BEDS.
12.CONTRACTOR SHALL PLANT GRASS IN ALL AREAS NOT LANDSCAPED WITH SHRUBS, TREES OR MULCH.
13.PLANTING SHALL BE INSTALLED PRIOR TO OBTAINING THE CERTIFICATE OF OCCUPANCY.
14.ADDITIONAL OUTSIDE, BUILDING MOUNTED LIGHTS MAY BE PROVIDED AND SHALL BE PART OF THE BUILDING PERMIT PLANS SET.
15.LIGHTING INTENSITIES SHALL MEET TOWN OF YOUNGSVILLE STANDARDS.
COMMON NAMESYMBOLBOTANICAL
NAME MATURE HGTCALIPERHEIGHT SPACINGROOT NOTES
SPECIFICATION
PLANTING SCHEDULE
October Glory Red MapleAcer rubrum 'October Glory'AR 2" MIN.AS SHOWNB&B8-10'40' - 50'"
B&B AS SHOWNMIMalus 'Indian Magic'Indian Magic Crabapple 8-10'15' - 30'
ICC Ilex cornuta 'Convexa'Convexa Japanese Holly CONT.AS SHOWN18"4'-6'
LP Loropetalum chinense 'Purple Pixie'Chinese Fringe Flower CONT.AS SHOWN24"4'-6'
JH Juniperus horizontalis 'Wiltonii Blue Rug Juniper CONT.AS SHOWN6"6" hgt, 6' spread
AG Abelia grandiflora 'Nana'Dwarf Abelia CONT.AS SHOWN24"2'-3'
PT Pittosporum tobira 'Wheeler's Dwarf'Wheeler's Dwarf Pittosporum CONT.AS SHOWN24"2'-3'
QTY.
4
-
-
6
-
2" MIN.
0
0
5
10
12
-
-
MIN. 3 GAL
B&B AS SHOWNFHIlex X Atenuata 'Fosteri'Foster Holly 6'20' - 30'1 1.5" MIN.
FH
CONST
R
U
C
T
E
D
WETLAN
D
EXISTING TREE LINE
(TYPICAL)PARK AVENUE US HWY 1-A(60' PUBLIC R/W)
JH
NEW TREE LINE
NEW TREE LINE
25' BLD
G

S
I
D
E
SETBA
C
K
50' BLDG FRONTSETBACKAR
AR
AR
AR
MI
MI
MI
MI
MI
MI
SEE PARK AVENUE
WIDENING PLANS PREPARED
BY SUMMIT DESIGN & ENGINEERING
SERVICES FOR SPECIFIC INFORMATION
(UNDER SEPARATE COVER)
PROPOSED RECTANGULAR SHOEBOX AREA LIGHT, MOUNTED ON 25' POLE.
PROVIDE 18" DIA. X 48" HGT. CONCRETE PEDESTAL FOR ANY POLES NOT
LOCATED IN LANDSCAPE ISLANDS. POLE FOUNDATION AND/OR PEDESTAL
DESIGN SHALL BE PROVIDED BY LIGHTING SUPPLIER.
8"Ø BASE
POLE MOUNTED PARKING LIGHT
25' HEIGHT FROM FINAL GRADE TO TOP
OF LIGHTING FIXTURE
45°
0
'
0
"
'
PROPOSED LUMINAIRE SCHEDULE
Symbol Label Qty File Lumens LLF WattsCatalog Number Description Lamp
4 DE10-15SBX.IES 16000 1.00 19353 15S R3 FG 53 SERIES 150W HPS TYPE 3
MED. CUTOFF
ONE 150-WATT HIGH
PRESSURE SODIUM
A
K:\2017\17-0065\CIVIL\Current Drawings\17-0065_S.dwg, C-6 LANDSCAPING & LIGHTING PLAN, 8/18/2017 1:40:37 PM, chris.oliver, 1:1
395
400
405
410
415
420
425
430
435
395
400
405
410
415
420
425
430
435
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50
24"
MIN.
CLEARANCESSMH-1 STA: 10+14.48RIM = 405.47' 4' DIAINV IN (8") = 402.71'INV OUT (8") = 402.51'EX SSMH STA: 10+00.04RIM = 407.26' 4' DIA288.44 LF 8" P
V
C

S
.
S
.

@

1
.
3
9
%INV IN (8") = 410.00'INV OUT (8") = 409.80'SSMH-3 STA: 15+38.44RIM = 420.59' 4' DIAINV IN (8") = 402.37'INV OUT (8") = 402.17'SSMH-2 STA: 12+50.01RIM = 412.23' 4' DIAINV IN (8") = 405.80'INV OUT (8") = 405.30'235.52 LF 8" PVC

S
.
S
.

@

1
.
1
0
%
14.44 LF 8" PVC S.S. @ 0.97%
257.35

L
F

8
"

P
V
C

S
.
S
.

@

3
.
5
0
%SSMH-4 STA: 17+95.79RIM = 425.22' 4' DIAINV OUT (8") = 419.00'24"
MIN.
CLEARANCE 30' UTILITYEASEMENTB.M. 1999, PG. 442OHE OHE OHE OHE OHE OHE OHE
O
H
E
9+50 10+00
10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 17+96
OHE OHE OHE OHE
SSMH-1
EX SSMH
SSMH-2
SSMH-3
SSMH-4
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
40 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2016SUMMIT DESIGN ANDENGINEERING SERVICESCAG ([e-mail])RH ([e-mail])17-0065PARK PLACE COMMONS PARK AVENUE YOUNGSVILLE, N.C. 27596SITE DEVELOPMENT PLANSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: [phone] Fax: [phone]www.summitde.netFIRST ISSUE DATEMWP ([e-mail])05-02-2017AT FRANKLIN PARK-LOT 417-0065_P
C-7 PLAN AND PROFILE PARK AVENUESANITARY SEWER EXTENSION18" RCP
INV OUT=404.95
INV IN=408.16
EX. 8" S.S.
EXISTING GRADE ALONG S.S. MAIN
CORE DRILL EXISTING M.H. AND INSTALL
RUBBER BOOT FOR NEW S.S. TIE-IN
EOP
6.5PARK AVENUE-US HWY 1A
(60' Public R/W)
PARK PLACE COMMONS18" RCP18" RCP15" RCP
ASPHALT DRIVE
GRAVEL DRIVE GRAVEL DRIVE
GRAVEL DRIVE
15" RCP 15" RCP 15" RCP
12" W/L
LISA B AND DELVIN HUFFSTETLER
DB 1330 PG 973
GLORIA K HUFFSTETLER
DB 810 PG 260
NORRIS INVESTMENT PROPERTIES
DB 2042 PG 74
DAVID S THOMPSON
DB 1455 PG 155
PAINTED
GAS LINE
SEE UTILITY PLAN
FOR CONTINUATION
OF SERVICES
GAS SERVICE-APPROX.
(SIZE UNKNOWN)
TEL BOX
TEL PED
ELEC BOX
SIGN
WATER METER
MAIL BOX
TEL BOX FIBER OPTIC
MARKERFRANKLIN PARK DR(60' Public R/W)LP/PPLP/PP
FIBER OPTIC
MARKER
SAWCUT, REMOVE AND
REPLACE ASPHALT DRIVEWAY
FO SEWER MAIN INSTALLATION,
PATCH PER NCDOT STDS
EOP
NOTES:
1. SURVEY DATA TAKEN FROM MAP/INFO
PROVIDED BY CAWTHORNE, MOSS, AND
PANCIERA P.C. DATED: 3/20/17
2. SEE SITE UTILITY AND GRADING PLANS
FOR ADDITIONAL INFORMATION
UTILITY NOTES:
1.ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND.
2.ALL PUBLIC UTILITIES AND CONNECTIONS TO PUBLIC UTILITIES SHALL
CONFORM TO FRANKLIN COUNTY STANDARDS AND SPECIFICATIONS.
3.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY
FOR CONSTRUCTION.
4.PRIOR TO THE CONSTRUCTION OF ANY WATER OR SEWER MAIN EXTENSIONS,
THE ENGINEER OF RECORD SHALL BE CONTACTED BY THE GENERAL
CONTRACTOR TO DISCUSS CERTIFICATION REQUIREMENTS. FAILURE TO
CONTACT THE ENGINEER OF RECORD OR PROVIDE ANY OF THE REQUESTED
DOCUMENTATION DISCUSSED MAY RESULT IN THE INABILITY OF THE ENGINEER
TO CERTIFY THE LINE.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE
LOCATION AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH THE
APPROPRIATE UTILITY, AGENCY OR COMPANY.
6.THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS AND
DISTURBANCES WITH EXISTING USERS AND FRANKLIN COUNTY SO THAT ANY
SERVICE INTERRUPTIONS ARE MINIMAL
7. ALL WATER AND SEWER SHALL BE CONSTRUCTED IN ACCORDANCE
WITH FRANKLIN COUNTY UTILITIES DEPARTMENT STANDARDS AND DETAILS.
8. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SCHEDULE AND HOLD
A PRE-CONSTRUCTION MEETING WITH FRANKLIN COUNTY UTILITIES, ENGINEER
AND NCDOT
9. AN APPROVED COPY OF THE NCDOT ENCROACHMENT AGREEMENT AND APPROVED
PLANS SHALL BE OBTAINED BY THE CONTRACTOR AND ON SITE AT ALL TIMES DURING
CONSTRUCTION.
10. CONTRACTOR SHALL PROVIDE 6 COPIES OF THE W & S SUBMITTALS TO FRANKLIN COUNTY
UTILITIES FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
11. THE CONTRACTOR SHALL KEEP A RED-LINED SET OF PLANS TO RECORD ANY AND ALL
UTILITY CHANGES AND LOCATIONS OF THE UTILITIES DURING CONSTRUCTION AND PROVIDE
A COPY TO THE ENGINEER ONCE COMPLETE TO ASSIST IN THE PREPARATION OF REQUIRED AS-BUILT
DRAWING AND CERTIFICATIONS, WITH A COPY OF THE TRANSMITTAL SENT TO THE OWNER/DEVELOPER.
12. AS-BUILT DRAWINGS/CERTIFICATIONS SHALL NBE SUBMITTED TO AND APPROVED BY FRANKLIN
COUNTY UTILITIES PRIOR TO RELEASE OF ANY BUILDING CERTIFICATE OF OCCUPANCY.
13. TRAFFIC CONTROL SHALL BE PROVIDED BY CONTRACTOR IN ACCORDANCE WITH NCDOT STANDARDS
AND SPECIFICATIONS. ANY CONSTRUCTION WITHIN THE PUBLIC ROAD R/W SHALL OCCUR BETWEEN THE HOURS
OF 9 AM AND 4 PM MONDAY THROUGH FRIDAY, UNLESS WRITTEN PERMISSION FROM NCDOT STATES OTHERWISE.
14. CONTRACTOR SHALL KEEP DISRUPTIONS TO DRIVEWAYS ALONG THE SEWER MAIN CONSTRUCTION TO AN
ABSOLUTE MINIMUM. THESE DISRUPTIONS SHALL BE COORDINATED WITH THE OWNER OF EACH DRIVEWAY.
ONCE SEWER MAIN IS INSTALLED AND BACKFILLED WITHIN THE DRIVEWAY AREAS, CONTRACTOR SHALL
RE-ESTABLISH THEM WITH LIKE MATERIALS- 4" MIN. ABC OR ASPHALT (SECTION TO MEET OR EXCEED EXISTING.)
15. ANY STORM DRAIN PIPE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AS NECESSARY WITH
PIPE APPROVED BY NCDOT. DITCH LINES SHALL BE RE-ESTABLISHED AS SOON AS POSSIBLE AND SEEDED
AND MULCHED PER SPECIFICATIONS.
16. MAILBOXES LOCATED ALONG SEWER -MAIN INSTALLATION SHALL B E ACCESSIBLE AT ALL TIMES.
TEMPORARY RELOCATIONS, IF REQUIRED SHALL BE COORDINATED WITH PROPERTY OWNERS.
2" TAP FOR NEW DOMESTIC SERVICE
WITH 2" SERVICE LINE TO BE DIRECT
BORED UNDERNEATH PARK AVENUE
AND 6 EACH 3/4" W.M. & BOX AT R/W LINE, ALL PER
FRANKLIN COUNTY UTILITIES STANDARDS
6" PVC SEWER SERVICE @ 2%
MIN. WITH CLEANOUT @ R/W
NEW 8" SANITARY
SEWER MAIN
BMP
PARK AVENUE SEWER MAIN EXTENSION
18" RCP
WATER SERVICE
NOT FOR
CONSTRUCTION
SEE PARK AVENUE
WIDENING PLANS PREPARED
BY SUMMIT DESIGN & ENGINEERING
SERVICES FOR SPECIFIC INFORMATION
(UNDER SEPARATE COVER)
17. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS
PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES
INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.K:\2017\17-0065\CIVIL\Current Drawings\17-0065_P.dwg, C-7 SANITARY SEWER PLAN & PROFILE, 8/18/2017 1:40:59 PM, chris.oliver, 1:1
BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2016SUMMIT DESIGN ANDENGINEERING SERVICESCAG ([e-mail])RH ([e-mail])17-0065PARK PLACE COMMONS PARK AVENUE YOUNGSVILLE, N.C. 27596SITE DEVELOPMENT PLANSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: [phone] Fax: [phone]www.summitde.netFIRST ISSUE DATEMWP ([e-mail])05-02-2017AT FRANKLIN PARK-LOT 417-0065_D-
D-1 SITE DETAILS12" MIN.STONE BASE OR COMPACTED 6"4,000 PSI AIR ENTRAINED CONCRETE
TURN DOWN SIDEWALK DETAIL
NTS
VAN
VAN ACCESSIBLE REGULAR SPACE
1.5'
EOP OR F/C
6' WHEEL
STOP
(IF SHOWN ON
SITE PLAN)18'
10'
18'
10'8'
2%
MAX
THROUGHOUT
NTS
TYPICAL ASPHALT PAVEMENT
SECTION
HEAVY DUTY CONCRETE
TRUCK / LOADING AREAS
2.0" S 9.5B SURFACE COURSE
8" CABC (CRUSHED
AGGREGATE BASE
COURSE)
COMPACTED SUBGRADE
6 x 6 W1.4 x W1.4
WWF
COMPACTED SUBGRADE
8" 4000 PSI CONCRETE
3.0" I 19B COURSE
7.0'
(TYPICAL)
6"
LC
6.5'
2.5'R
ACCOMPANIED BY "VAN" LETTERING
LOCATE AT EDGE OF PARKING SPACE UNLESS
ACCESSIBLE PARKING SYMBOL
NTS
BOTTOM
76"MAXIMUM
$250
PENALTY
G.S. 20-37.6
PARKING
RESERVED
WHITE BACKGROUND
ACCESSIBLE
VAN
R7-8E12"
MAXIMUM
$250
PENALTY
G.S. 20-37.6
PARKING
RESERVED
26"ARROW IS GREEN
WHITE BACKGROUND
3/8"
3/8"
CORNER RADIUS
1 1/2" (TYPICAL)
VAN
ACCESSIBLE
LETTERS, BORDER AND
NUMBERS ARE GREEN
ALL TEXT & LINES
ARE GREEN
WHITE SYMBOL ON
BLUE FIELD
OF SIGN
NTS
4-
1
/
2
"
6"
6'-0"
9"1/4"
1/4"
6"5"2-1"Ø
H
O
L
E
S5"2"3"2"
9"
2-#3 REBARS
SECTION
#6 @ 1'-6" LONG
SEAL HOLE W/
MORTAR
NTS
PAINT OSHA YELLOW
2'-6"6"2'-0"4'-0"6" DIA. GALVANIZED
SCHEDULE 40 STEEL PIPE
FILLED WITH CONCRETE
ROUND CONCRETE TOP
OF PIPE SMOOTH
FINISHED
GRADE
WHERE GUARDPOST
OCCURS ABOVE
FOOTING, START PIPE
AT TOP OF FOOTING
ENCASE IN
CONCRETE
(TYPICAL)
NTS
NOTE: TYPICAL SECTIONS SHOWN ARE MINIMUM. REFER TO
GEOTECHNICAL ENGINEER TO VERIFY PER ACTUAL FIELD CONDITIONS.
24'
12'
10'
6'4'
3'
2'
8" THICK CONCRETE PAD
N.T.S
WOOD FENCE AND GATES
CONCRETE FILLED
STEEL PIPE BOLLARDS
6'
NOTES:
1. DUMPSTER PAD AND APPROACH PAD SHOULD BE 8" THICK
CONCRETE REINFORCED WITH/OR REBAR PER GEOTECHNICAL
ENGINEERS RECOMMENDATIONS.
2. ENCLOSURE SHALL BE A MINIMUM 6" HIGHER THAN THE
DUMPSTERS, BUT NO LESS THAN 6' HIGH.
4'
6'
4'6"ASPHALT PAVEMENT
SUB-GRADE
4" CABC (CRUSHED
AGGREGATE BASE COURSE)
SCHEDULE FOR PLANT HOLE SIZE
6"12"30" OR GREATER
5" TO 30"4"8"
YXBARE ROOT, CONTAINER
OR BALL SIZE
X
Y
LOOSEN SOIL ON SIDES
AND BOTTOM OF
PLANTING HOLE
BACKFILL SOIL AS IN NOTES
EXISTING SOIL LEVEL
3" SAUCER
3" TRIPLE SHREDDED
HARDWOOD MULCH
SHRUB PLANTING NOTES
PRUNING - CLEANLY PRUNE DAMAGED BRANCHES AND ROOTS AT THIS TIME.
ADDITIONAL PRUNING SHOULD BE ONLY FOR SHAPING PURPOSES.
PLANTING - ALL SYNTHETIC MATERIALS SHOULD BE REMOVED FROM THE
ROOTS, TRUNK OR CROWN OF THE PLANT. THE ROOT BALL MEDIUM SHOULD
BE SHAKEN GENTLY FROM THE ROOT BALL IF IT IS A SOILESS MIXTURE.
LOOSEN AND SPREAD THE ROOTS IN THE PLANTING HOLE. DAMAGED ROOTS
AND ROOTS WHICH ENCIRCLE THE TRUNK SHOULD BE CLEANLY PRUNED. SET
THE PLANT SO THAT IT WILL BE AT ITS ORIGINAL DEPTH OR SLIGHTLY ABOVE
THE EXISTING GRADE. BACKFILL WITH SOIL FROM THE HOLE. TAMP AND WATER
THE SOIL TO PREVENT AIR POCKETS. DO NOT AMEND THE SOIL AT THIS TIME
EXCEPT TO ADJUST THE PH.
STAKING - STAKE ONLY LARGER PLANTS THAT WILL CATCH THE WIND.
EVERGREENS MAY NEED ATTENTION WHERE DECIDUOUS PLANTS DO NOT.
WATERING - THE BACKFILL AND ROOTS OF ALL NEWLY SET PLANT MATERIAL
SHOULD BE WATERED AS BACKFILLING IS DONE SO THAT THE SOIL AND ROOTS
ARE THOROUGHLY SOAKED.
TREE PLANTING AND STAKING
STAKING - TREES WILL BECOME STRONGER FASTER WHEN THE TOP 2/3 OF THE TREE IS FREE TO SWAY. TIE THE TRUNK LOOSELY WITH WIDE STRIPS OF RUBBER OR CLOTH ABOUT 1/3 UP THE TRUNK AND TIE TO THREE STAKES POSITIONED
EVENLY AROUND THE TRUNK. STAKES SHOULD BE DRIVEN DEEPLY INTO THE GROUND TO PREVENT DISLODGING. CHECK AT LEAST EVERY THREE MONTHS FOR BINDING OR OTHER PROBLEMS. STAKES AND TIES SHOULD BE REMOVED SIX MONTHS
TO ONE YEAR AFTER PLANTING.
WRAPPING - WRAP ONLY THIN BARKED TREES IF THEY HAVE BEEN REMOVED FROM SHADE TO WHERE THE TRUNK IS EXPOSED TO DIRECT SUNLIGHT DURING THE DAY. WRAPPING SHOULD BEGIN AT THE BOTTOM AND WORK UP. WRAPPING
MATERIAL SHOULD NOT TRAP OR HOLD WATER.
PRUNING - CLEANLY PRUNE DAMAGED BRANCHES AND ROOTS AT THIS TIME. ADDITIONAL PRUNING SHOULD BE ONLY FOR SHAPING PURPOSES.
PLANTING - ALL SYNTHETIC MATERIALS SHALL BE CLEARED FROM THE ROOTS, TRUNK AND CROWN OF THE PLANT. THE ROOT BALL MEDIUM SHOULD BE SHAKEN GENTLY FROM THE ROOT BALL IF IT IS A SOILESS MIXTURE. LOOSEN AND SPREAD
THE ROOTS IN THE PLANTING HOLE. DAMAGED ROOTS AND ROOTS WHICH ENCIRCLE THE TRUNK SHOULD BE CLEANLY PRUNED. SET THE PLANT SO THAT IT WILL BE AT ITS ORIGINAL DEPTH OR SLIGHTLY ABOVE EXISTING GRADE. BACKFILL WITH
SOIL FROM THE HOLE. TAMP AND WATER THE SOIL TO PREVENT AIR POCKETS. DO NOT AMEND THE SOIL AT THIS POINT EXCEPT TO AMEND THE PH.
WATERING - THE BACKFILL AND ROOTS OF ALL NEWLY SET PLANTS SHOULD BE WATERED AS BACKFILLING IS BEING DONE SO THAT THE SOIL AND ROOTS ARE THOROUGHLY SOAKED.
3' SAUCER
SCARIFY SIDES AND BOTTOM
OF HOLE
BACKFILL SOIL
SOIL SURFACE
NOTES
REMOVE BURLAP FROM TOP OF
ROOT BALL BEFORE BACKFILLING
AROUND BALL IS COMPLETED
ALL TREES WHICH ARE SMOOTH
BARKED AT THE TIME OF PLANTING
AND HAVE MORE THAN 2' OF CLEAR
TRUNK SHALL BE WRAPPED
ALL TREE WRAPPING SHALL EXTEND
FROM THE TOP OF THE BACKFILL TO
THE LOWERMOST TREE BRANCHES
BARE ROOT, CONTAINER
OR BALL SIZE
X Y
8"4"5" TO 30"
30" OR GREATER 12"6"
SCHEDULE FOR PLANT HOLE SIZE
3" - 6" TRIPLE SHREDDED
HARDWOOD MULCH
DOUBLE STRAND 12 GAUGE
WIRE: LEAVE SLACK CLOTH OR
RUBBER TIE
STAKES
X
Y
NOT FOR
CONSTRUCTION
K:\2017\17-0065\CIVIL\Current Drawings\17-0065_D.dwg, D-1 SITE DETAILS, 8/18/2017 1:41:23 PM, chris.oliver, 1:1
BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2016SUMMIT DESIGN ANDENGINEERING SERVICESCAG ([e-mail])RH ([e-mail])17-0065PARK PLACE COMMONS PARK AVENUE YOUNGSVILLE, N.C. 27596SITE DEVELOPMENT PLANSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: [phone] Fax: [phone]www.summitde.netFIRST ISSUE DATEMWP ([e-mail])05-02-2017AT FRANKLIN PARK-LOT 417-0065_D-
D-2 WATER AND SEWER DETAILSNOT FOR
CONSTRUCTION
K:\2017\17-0065\CIVIL\Current Drawings\17-0065_D.dwg, D-2 WATER & SEWER DETAILS, 8/18/2017 1:41:25 PM, chris.oliver, 1:1
15+0015+5016+0016+5017+0017+5017+96420420421422
42
2
422420 4204204204
2
0425
425
425
421
421
42
1
4
2
2
4
2
3
422424 423
424
424
42
6
426
4
2
0 419LD14+00
15+00
16+00
17+00
STA:14+17.17
OFF:0.00'LDLDLDLDLDLDLDLDLD428
427
426
425
424
423
422
421
420
428
429
427
426
425
424
423422
420420
420
420
425
424
423 422425
424426424 423
422 421 419
420
421.25421.25419.25
420.75419.25420.75421.25
419.25 420.75421.25420.75419.25
422.50
422.50428427428426427
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
20 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2016SUMMIT DESIGN ANDENGINEERING SERVICESCAG ([e-mail])RH ([e-mail])17-0065PARK PLACE COMMONS PARK AVENUE YOUNGSVILLE, N.C. 27596SITE DEVELOPMENT PLANSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: [phone] Fax: [phone]www.summitde.netFIRST ISSUE DATEMWP ([e-mail])05-02-2017AT FRANKLIN PARK-LOT 417-0065_D-Wetland
D-3 WETLAND DETAILSPARK AVENUE US HWY 1-A (60' PUBLIC R/W)
NOT FOR
CONSTRUCTION
OVERFLOW BY-PASS
TOP = 423.5'
SLOPED (MAX 2:1) ROOF TRASH RACK
SHALL BE GALVANIZED OR STAINLESS
STEEL TO BE BOLTED TO TOP OF RISER.
36" X 36" PRE-CAST CONCRETE BOX
(ALTERNATES SHALL BE APPROVED BY
ENGINEER)
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
MIN 2'x3' ACCESS HATCH TO BE LOCATED
OVER OR ADJACENT TO STEPS
RISER-STRUCTURE
12" OUTLET PIPE
INV OUT = 421.15'
ALL JOINTS AND CONNECTIONS TO BE
WATER-TIGHT AND BE MORTARED /
GROUTED INSIDE AND OUT.
1.25" ORIFICE
INV IN = 421.25'
NTS
NOTES:
1)INTERIOR STEPS SHALL BE INSTALLED PER
NCDOT STANDARDS.
2)ROUND STRUCTURE & TRASH RACK MAY BE USED AS
APPROVED BY ENGINEER
3)REFER TO PLANS FOR MORE INFORMATION.
2" ORIFICE
INV IN = 422.5'
DAM EMBANKMENT CONSTRUCTION STANDARDS:
1.CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH
LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF
2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR
MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN
ACCORDANCE WITH ASTM D698.
2.ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO
COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT
BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION.
3.FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE
THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND
REPLACED WITH ACCEPTABLE MATERIALS.
4.ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE
PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT.
5.SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE
PLACEMENT OF CONTROLLED FILL.
6.FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT
INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL
ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY
PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE.
7.TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION
PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION
OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE
GEOTECHNICAL ENGINEER.
8.FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON
BOTH SIDES OF THE STRUCTURES.
9.EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS,
MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS.
10.COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
11.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES (INCLUDING THE CRADLE) UNTIL
ADEQUATE CURING TIME HAS ELAPSED.
12.TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE
DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED.
NOTE:WETLAND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
STORMWATER WETLAND DETAIL
SCALE: 1" = 20'
DAM ELEV: 425.0'
SLOPE
2:1
PERMANENT POOL (PPE) = 421.25'
WATER QUALITY ELEVATION (TPE) = 422.5'
420.75'
DEEP
POOL
18"*
SEDIMENT STORAGE
MAX
ELEV.
6"
TEMPORARY INUNDATION ZONE (SHALLOW LAND)
PROVIDE 4" DEPTH TOPSOIL
SHALLOW WATER (1"-6")
EL.419.25'*
SOILS NOTES:
1.ONSITE SOILS TO BE USED IN STORMWATER WETLANDS
SHALL BE CERTIFIED BY A NC REGISTERED PROFESSIONAL
GEOTECHNICAL ENGINEER.
2.ONSITE SOILS MUST MEET THE REQUIRED
PERMEABILITY RATES (PER SUBCHAPTER A-3 OF THE
NCDEQ STORMWATER DESIGN MANUAL, TYPICAL 0.01 IN./HR.
MAX.) OF WETLAND SOILS TO ENSURE
THAT WATER RETENTION AND LEVELS ARE MAINTAINED.
3.IF ONSITE SOILS ARE DEEMED UNSUITABLE, A CLAY
LINER/SOILS MEETING THESE SPECIFICATIONS SHALL BE
USED.
* DEPTH AND ELEVATION RELATIVE TO
SECTION VIEW ONLY. SEE DETAILED PLAN
VIEW FOR SLOPES AND DEPTHS OF OTHER
DEEP POOL AREAS.
UPPER BANK
SLOPE STABILIZATION NOTE: INTERIOR & EXTERIOR SLOPES
SHALL BE STABILIZED BY THE INSTALLATION OF CENTIPEDE SOD
TO THE TOE OF SLOPE
MIN. 18" THICK
SEE RIP RAP
SIZE & DEPTH
ON PLANS
5' SOD / GRASS
FILTER STRIP
12" DEEP
POOL
RIP RAP OUTLET PROTECTION
NOT TO SCALE
NOTE:
SEE WETLAND BMP DETAIL FOR
LENGTH AND WIDTH
FILTER FABRIC TO FULLY
ENCOMPASS EXTENTS OF RIP
RAP AND BE TOED-IN A
MINIMUM OF 12" ON ALL SIDES.
MIN. 6"
MIN. 12"
WETLAND SIZING
Storage Contour Area (SF)
Bottom Elevation (ft.) :419.25 304
Intermediate Contour (ft):420 592
Bottom of Shallow Water (ft):420.75 1255
Bottom Shallow Land/Top of Shallow
Water (ft) PPE:421.25 3565
Intermediate Contour (ft):422 4714
Top of Shallow Land (ft) TPE:422.5 5135
Intermediate Contour (ft):423 5774
Intermediate Contour (ft):424 7111
Top of Dam Elev (ft):425 8726
WETLAND ZONE BREAKDOWN
Zone Min %Min. Surface Area Required (SF)Max %Max. Surface Area
Required (SF)
Provided %Provided Surface Area (SF)Rating
Deep Pool
Forebay 10 513.50 15 770.25 10.01 514.00 OK
Non-Forebay 5 256.75 15 770.25 5.26 270.00 OK
Shallow Water 35 1,797.25 45 2310.75 44.99 2310.00 OK
Shallow Land 30 1,540.50 45 2310.75 30.57 1570.00 OK
TOTAL:4,108.00 6162.00 4,664.00
SF SF SF
WETLAND PLANTING CHART
Total Planting Area = 3880 SF
SHALLOW LAND PLANTS
Shallow Land Planting Area, SF 1,570
Total Plants Required 400
SCIENTIFIC NAME COMMON NAME QTY.PCT. OF QTY.
ASCLEPIAS INCARNATA SWAMP MILK WEED 80 20%
LOBELIA CARDINALIS CARDINAL FLOWER 80 20%
EUPATORIADELPHUS FISTULOSUS JOE PYE WEED 80 20%
HIBISCUS COCCINEUS SCARLET ROSE MALLOW 80 20%
KOSTELETZKYA VIRGINICA SEASHORE MALLOW 80 20%
SUB TOTAL:400 100%
SHALLOW WATER PLANTS
Shallow Water Planting Area, SF 2,310
Total Plants Required 600
SCIENTIFIC NAME COMMON NAME QTY.
PONTEDERIA CORDATA PICKERELWEED 100 17%
SAURURUS CERNUUS LIZARD'S TAIL 100 17%
ACORUS SUBCORDATUM SWEETFLAG 100 17%
JUNCUS EFFUSUS 'VAR'SOFT RUSH 100 17%
SAGITTARIA LATIFOLIA DUCK POTATO 100 17%
SCIRPUS CYPERINUS WOOL GRASS 100 17%
SUB TOTAL:600 100%
GRAND TOTAL 1000 100%
WETLAND PLANTING NOTES:
1.CONTACT ENGINEER PRIOR TO CONSTRUCTION FOR PRE-CONFERENCE.
2.INSTALL STORMWATER WETLAND PLANTS PER SUBCHAPTERS A-3 & C-4 OF THE NCDEQ
STORMWATER DESIGN MANUAL.
3.SOD INTERIOR BANK OF SCM ABOVE SHALLOW LAND ELEVATION (EL. 422.5') WITH
CENTIPEDE GRASS.
4.MAINTAIN HEALTH OF STORMWATER WETLAND PLANTINGS PER SUBCHAPTER C-4 OF
THE NCDEQ STORMWATER DESIGN MANUAL
5.WETLAND PLANTS SHALL BE OBTAINED FROM A SIMILAR PLACE OF ORIGIN OR LOCAL
SOURCE TO ENSURE SURVIVABILITY. WETLAND SEED MIXES ARE NOT ALLOWED.
6.CONTRACTOR SHALL REPLACE ANY PLANT LOSSES WITH THE APPROPRIATE SHALLOW
WATER OR SHALLOW LAND PLANTINGS AS SHOWN ON THIS SHEET FOR A MINIMUM OF 2
YEARS FROM INSTALLATION. ALL PLANTS THAT DO NOT SURVIVE AT THE END OF THE
FIRST YEAR AND AGAIN AT THE END OF THE 2-YEAR WARRANTY PERIOD MUST BE
REPLACED.
7.SOILS USED WITHIN THE WETLAND MUST ADHERE TO THE FOLLOWING REQUIREMENTS:
7.1.THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR
OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES IN DIAMETER.
7.2.THE pH SHOULD BE BETWEEN 4.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE,
CONTRACTOR SHALL FOLLOW RECOMMENDATIONS OF SOIL TEST RESULTS FOR
APPROPRIATE APPLICATION RATES.
7.3.ALL TOP SOILS TO BE USED WITHIN THE WETLAND SHALL BE ANALYZED AT A SOIL
TESTING LAB, AND CONTRACTOR SHALL FOLLOW RECOMMENDATIONS OF SOIL TEST
RESULTS BEFORE PLANTING.
8.SOIL AMENDMENTS SHOULD BE INCORPORATED AT THE END OF THE SITE
DEVELOPMENT PROCESS AND THE WETLAND SHOULD BE PLANTED AND MULCHED
IMMEDIATELY AFTER AMENDING THE SOIL TO STABILIZE THE SITE AS SOON AS POSSIBLE.
9.ENSURE NEWLY INSTALLED PLANTINGS ARE PROVIDED WITH ADEQUATE WATER,
ESPECIALLY DURING DRY PERIODS.
10.NEW PLANTINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED
OR PLANTING REPLACED AS NEEDED.
WQ ORIFICE ELEV (PPE)
INLET STRUCTURE
BARREL OUTLET SIZE
TOP OF DAM
1 YR STORM ELEV
423.50
RISER
12"
422.70
TOP OF RISER (TPE)
421.25
WQ ORIFICE SIZE 1.25"
425.00
5.827
0.159
Q1 INFLOW (cfs)
WETLAND STRUCTURE
DETAILS
Q1 OUTFLOW (cfs)
100 YR STORM ELEV 424.88
GRADING & STORM LEGEND:
EXIST / PROPOSED
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
LIMITS OF DISTURBANCE
EXISTING STORM PIPE
PROPOSED STORM PIPE
LD
JUNCTION BOX
TREE PROTECTION FENCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
100
TP TP
LD/TP LD/TP
NON-FOREBAY
FOREBAY
SHALLOW
WATER
SHALLOW
LAND 3' X 3' RISER W/
TRASH RACK
TOP = 423.5'
80 LF 15" STORM PIPE
@1% (MIN)
FES INV IN=423.50
FES INV OUT=422.70
PROP. DROP INLET
RIM = 419.22
INV IN = 415.00
INV OUT = 413.62
57 LF 12" STORM PIPE
@10.97%
INV IN=421.25
FES INV OUT=415.00
68 LF 15" STORM PIPE
@ 6.96%
FES INV IN=426.00
FES INV OUT=421.25
5'W X 5'L X 22"TH RIPRAP
OUTLET PROTECTION
5'W X 10'L X 22"TH RIPRAP
OUTLET PROTECTION
FOREBAY
STORM CONTROL
STRUCTURE AND
ACCESS EASEMENT
STORM CONTROL
STRUCTURE AND
ACCESS EASEMENT
K:\2017\17-0065\CIVIL\Current Drawings\17-0065_D-Wetland.dwg, D-3 WETLAND DETAILS, 8/18/2017 1:41:42 PM, chris.oliver, 1:1