SW7090605_APPROVED PLANS_20090807

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7�(g
DOC TYPE
❑ CURRENT PERMIT
I APPROVED PLANS
`❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�D
l�(`YY MMDD

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DEVELOPMENT DATA
DEVELOPMENT NAME:
DOLLAR GENERAL
STREET ADDRESS:
211 E. CHURCH STREET
NC HIGHWAY 308
LEWISTON, NORTH CAROLINA
BERTIE COUNTY
TAX PARCEL/PROPERTY IDENTIFICATION # (PIN): 5836984517
ZONING DISTRICT(S):
H—C HIGHWAY COMMERCIAL
DISTRICT
OVERLAY DISTRICT:
NONE
TOTAL SITE ACRES:
1.75 AC
INSIDE TOWN LIMITS:
YES
EXISTING USE:
SINGLE FAMILY RESIDENTIAL
LOT
PROPOSED BUILDING USE:
RETAIL SALES
PROPOSED TOTAL BUILDING AREA:
9,014 SF (7,161 SF SALES FLOOR)
MAX. BUILDING HEIGHT:
35 FT (ONE—STORY)
MIN LOT AREA:
20,000 SF
MIN LOT WIDTH:
NONE
BUILDING SETBACKS:
FRONT:
15 FT
SIDE:
10 FT
SIDE:
10 FT
REAR:
20 FT
OFF—STREET PARKING:
TOTAL REQUIRED:
35
TOTAL PROVIDED:
35
ACCESSIBLE SPACES PROVIDED:
2
BUILDING:
9,014 SF 0.21 AC
SF AC
12.0% OF SITE
31.8% OF SITE
NEW PAVEMENT:
24,258 0.56
TOTAL IMPERVIOUS AREA:
33,272 SF 0.77 AC
43.8% OF SITE
OPEN SPACE:
42,958 SF 0.98 AC
56.2% OF SITE
PROPOSED
Dollar General Store
211 E. Church Street
NC Highway 308
Lewiston, Ncrth Carolina
Bertie County
TENANT & DEVELOPER
Dollar Genera'. Corporation
Glandon Forest Equity, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
[phone]
[phone] FX
CIVIL ENGINEER
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
[phone]
303
V-1 IN I TY _ A it
NOT TO SCALE
,
INE_l__'X TO SHE"' il_ _
SHEET '` :a SCRIPTION _
1/ .�
COVER SHEET
—1 DEMOLITION PLu J`�
- I` -PE PLAN
_3 _ ADING AND D ";TN," E PLAN M
-- - --- - -
-4 LI'-'-.OSION CONTRC �,
5 —__'Z + %_ITY PLAN I
_ CTION f)s,. _. ---
_ L'r_.-
`. -i`R:.TCTION Dr,TAAz �_
3 Cu S`IR CTION DETA: _,S
iC-9 STORMW `TER MANAGE N1T DETAILS
REVISIONS
o.
I, � GArna•.vv
AUG 0 3 200
— NC DENR
I
NO. I DATE I DESCRIPTION
This document, together with the concepts and
designs presented herein, as an instrument of
.drvices, is intended only for the specific purpose
and client for which i* wcs prepared. Reuse of
and improper reliance au this document without
written authorization .,nd ccaptattc by Triangle
1tc Design, PLLC -.!• ill be without liability to
riongle Site Design, PLLC,
SHEET: —C
DATE:
JUKE
1
ti,
2009
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EXISTING TREES
TO REMAIN
i1
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LIMITS OF
DISTURBANCE
HARRINGTON .REAL ESTATE,
INC.
PIN: 5836 - 98 - 0720
DB 635, PC 128
it
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1
l CAROLINA TELEPHONE &
TELEGRAPH COMPANY r
/ PIN: 5836-98-2546
/1
1
/1
1
1
EXISTING TREE I
TO REMAIN 1
1
1
1
YARD INLET
TOP-71.84 -'
IN 15:RCP-69.15 11 /
BOUT 15"RCP-69.06 \ '
BENT EtP„_
REMOVE 80' EXISTING
CURB AND GUTTER
CURB INLET
TOP- 73.45
15 "RCP-69.06
SURVEY NOTE:
I / ALL EXISTING BOU': 1ARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND SURVEY
f ! ! PREPARED BY: NEWCOMB LAND SURVEYORS, LLC DATED MAY 27, 2009.
DEMOLITION LEGEND THIS PROPERTY IS "40T LOCATED IN A 100-YEAR FLOOD PLAIN. FIRM MAP
/ 13720583600J - ZONE X. EFFECTIVE DATE: FEBRUARY 4, 2009.
BUILDINGS TO BE REMOVED
1J ..
JS8�� , fF.IP DEMOLITION NOTES:
/ r r ..'�! •ft.-fir // ! 1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES
PAVEMENT TO BE REMOVED C14 SITE PRIOR TO DEMOLITION.
2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND
r i I SHOWN ON THESE PLANS AND AS DIRECTED BY THE OWNER.
UTILITIES TO BE REMOVED 3. IT WILL BE THE CONTRACTOR'S RESPONStBIUTY TO OBTAIN ANY PERMITS AND
CHARLES P. VAUi�HAN c& /' �� � ��� / I J I ! PAY FEES REQUIRED FOR DEMOLITION AND HAUL -OFF FROM THE
DALE J. V,AUGHAN 9 r _ "`�` / ! ! / APPROPRIATE AUTHORITIES.
/'"E ��f!%6 / /�/ j t/ TREES TO BE REMOVED 4. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE
PIN. 5836-98-3920 1 `Z1�1� r F----'/ (� f J APPROPRIATE PERMITS AS REQUIRED PRIOR TO THE COMMENCEMENT OF
DB 729, PC 170 j cr�� j J' J \ / / J I i ( DEMOLITION,
f ��pv� �` j✓ \ / ( �' S / jj 5. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND
_/ I S jj Jf J UTILITY WORK. IT IS NOT INTENDED TO IDENTIFY EACH ELEMENT OF
/ I/ / /!/ / , DEMOLITION OR RELOCATION. CONTRACTOR SHALL COORDINATE WITH THE
q
r y�r ��✓✓ \ �O <G( / II j tq / j!! / / OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK.
r' .• i �� �' Q j / II J p� 6. CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A
LAWFUL MANNER EXISTING BUILDINGS, INCLUDING FOUNDATIONS AND ALL
:'URIENANCES LOCATED ON AND AROUND THE PROPERTY INCLUDING BUT
' j ! ! / NOT LIMITED TO BOUARDS GAS METERS AIR CONDITIONING UNTiS SIGNS,
gores• • 9- �w� l / ��00 j ! j r
' ` ` ! I CURBS, SIDEWALKS, ELECTRIC METERS, FENCING, ETC.
�,� !J / / j/j J // / 7. REMOVE AND DISPOSE OF ANY SIDEWAUC, FENCES, STAIRS. WALLS,
FOUNDATIONS. CONDUITS. LIGHT POLE BASES, DEBRIS AND RUBBISH
REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED LANDFILL.
! /! j B. REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER,
/, /
\ _ :-S, ELECTRIC. AND TELEPHONE AS SHOWN. THE CONTRACTOR 8
RESPONSIBLE FOR CONTACTING EACH UTUTY COMPANY TO COORDINATE
/ REMOVAL OF ALL UTILITIES AND FOR DETERMINING HORIZONTAL AND
��/ / / / / J VERTICAL LOCATIONS OF UTILITIES PRIOR TO COMMENCING WORK.
�� �♦ \ �(/ P I CONTROL CORNER //j /J ! ^j/ !! 9. T,E CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE
,3` OLIL(E P, f3OPJD North Carolina State Plane Coordinates ! / ! / /j APPROPRIATE UTILITY COMPANY TO CUT AND PLUG ALL SERVICE PIPING AT
;� P1PJ; (5836-98 -5781 N{y�=868,653.72 ! j j / j /j THE STREET LINE OR MAIN, AS REQUIRED, OR AS OTHERWISE NOTED. ALL
l�, DB 671, FC >3 (" / -. 68,653.72 7 j l j ! / �/ INVESTIGATESERVICES ATHEDSITE PRIOR T BE oOBIDDING TO DETERMINE EXMD SHALLNTRACTOR
REMOVE EXISTING �/ J j / �cV ? ` E x 2 ) (q �� ��/
r "L'VICE PIPING TO BE REMOVED, CUT OR PLUGGED.
,1�`�'4 1 (unad usted (ground distance /
BUILDINGS / I ) (j J " I 1P$ / !/ / ! / J / 10. ME CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES. VALVE
0) !j J / VOXES AND REMOVAL AND/OR RELOCATION OF OVERHEAD UTILITIES AND
�� ± ' �. N // j/ // ''Otis WITH THE APPROPRIATE UTILITY COMPANY.
/ t11011N ! (!/ / ! ^ / 11. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE
N�� !! �/ / PROTECTION PRIOR TO BEGINNING DEMOLITION WORK.
12. T4E CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES
-) REMAIN IN PLACE.
AA
SANITARY SEWER J �� �Gr AZ� J j j!/ / / jJ ! t ; ' vL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY
t REMOVE EXISTING + / 1 \ MANHOLE ! �. 1 / / 1 / ! 1 4AGE TO EXISTING ROAD SURFACE FINISH SURFACE TO BE REMOVED
I FENCE I I� t �'� / 1PS / !
{FULL OF WATE➢�) ! / //j t DEMOLISHED SHALL BE CUT ALONG LINES OF JOINTS WHICH WALL PERMIT
1 d RIM-71.83 ! �c, LIMITS OF / J /j ! / r NEAT SURFACE WHEN RESTORED.
I Ijj BOTTOM-66.16 DISTURBANCE a�/ j/// ! / ! / 14. t AWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAWCUT
L-1STING PAVEMENT.
_ /� f �, K•l jjj / ! ! 15. ; ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION
r AI \ o _ y ! �� yrylp/ / j !� / j� , \ `+HE N RESTORED TO (1S ORIGINALCONDITION AT THE SOLE EXPENSE OF
-�-.. . �, ! j � '.`1E CONTRACTOR.
EXISTING TREES / ♦ /! / / / 1 16. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND
TO REMAIN ♦ / J / / ! / , U,3EO BY THE OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN
REMOVE EXISTING / / j i ♦ �'�. j j ! J 1 / / / ( SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY TIDE OWNER
D THE LOCAL MUNICIPALITIES. i PAVEMENT / j / ES. INTERRUPTIONS SHALL ONLY OCCUR AFTER
! f� lips / (j /''j%/ J ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.
76,253 SF ti `� , / ! /^O / ! / ! 17 _40ULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR
1 j REMOVE EXISTING j j J ! / I // C HER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER
1.75 AC ( TREES / , !!/ / /j ! / / ( JED�M�Y FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN
EXISTING HOUSE ♦ / / /
\� 1 1 ' ! l / !/j/ // / /^V ^' I 19 REMOVED BY A LICENSED HAZARDOUSDOUS MATERIAL, IF FOUND ON MATERIAL CONTRACTOR.
BE
( '` REMOVED l ( t ( i
BY OTHERS) + ( ! ( 1 / /! / �! ! ! 1 19 mi. PROPERTY SELLER SHALL PUMP OUT BUILDING FUEL, GREASE TRAPS,
! / / / AND WASTE OIL TANKS (IF ANY ARE ENCOUNTERED) AND REMOVE FUEL TO
r ( H EXISTING TREES / / / / / I AN APPROVED m
1
I
y
y REMOVE EXISTING
y PAVEMENT
r y
REMOVE EXISTING i
FENCE y
REMOVE EXISTING
/ \ TREES
►I
0/TCH� _ J
r�
YARD INLET -
(FULL OF WATER,)
TOP- 70.47
15'RCP-68.06
CURB INLET-'
TOP-72.86 r
? "RCP-68.26/
SANITARY SEWER
MANHOLE
(FULL OF WATER)
RIM-72.34
BOTTOM-57.44
I
SPOSAL AREA BY AN APPROPRIATELY LICENSED WASTE OIL
TO REMAIN W44OUNG CONTRACTOR IN STRICT ACCORDANCE WITH FEDERAL AND STATE
Rn'IUIREMENIS BEFORE CONSTRUCTION BEGINS.
2C. "'E_CONTRACTOR SHALL PROPERLY AND LEGALLY DISPOSE OF ALL
j1 DEMOLITION DEBRIS OFF OF THE SITE.
p. / / REMOVE EXI-TING �Q, �j /^e �! !/ , 4q
TREES
REMOVE EXISTING
FENCE
Ile
kin, Wwwa__"
-721
CHURCH STREET
(N.C. 14WY 308)
(60' PUBLIC R/W)
SANITARY SEWER
MANHOLE
(FULL OF WATER)
RIM-72.42
BOTTOM-67.12
PIPE /Nl Eh+
(COVERED UP) jl
TOP-68.43 !1
1/
I/ GRAPHIC SCALE
/I 20 0 10 20 40 Bo
jl
Ij
1 INCH
II 20 FEET
.y 18" FES
INVERT - 68.61
CAUTIONARY NOTE
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON
THIS DRAWING ARE BASED ON ABOVE GROUND EVIDENCE OR
INFORMATION GATHERED DURING THE FIELD SURVEY PORTION OF THIS
PROJECT. AS SUCH, THIS INFORMATION IS SPECULATIVE IN NATURE
ONLY AND SHOULD NOT BE CONSTRUED AS FACT. THERE MAY ALSO
BE OTHER EXISTING UNDERGROUND UTILIES FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF THE
UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR
PRIOR TO THE START OF ANY AND ALL CONSTRUCTION.
UTILITY STATEMENT
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES
NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EW LOCATION INDICATED ALTHOUGH
THE SURVEYOR DOES CERTIFY THATITHEY ARE LOCATED AS ACCURATELY
AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
[phone]
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OWNER/DEVELOPER:
GLANDON FOREST EQUIT)Z
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2600
919-459-2604 fx
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 6/12/09
JOB NUMBER: 004008
TITLE:
DEMOLITION PLAN
SHEET NUMBER:
c-1
COMMENTS:

.8i'..� _. ..'.i l i,___—..,:��_ :_fe .. .� ____`t. _s.S' :._ .__1. _� '{:.. �e✓+li�:_ei�3u1.'_:.�. �.,... :. �. �._ I
4" x 6'
DOWNSPOUTGGUTTER
6" SIDEWALK
CURB (TYPO STEEL PLATE
1QGUTTER DOWNSPOUT AT SIDEWALK
N.T.S.
CHARLES P. V,AUGHAN &
DALE J. VAUGHAN
PIN: 5836-98-3920
\ DB 729, PG 170
i
/
CAROLINA TELEPHONE &
TELEGRAPH COMPANY
PIN: 5836-98-2.546
1OFT CURB TRANSITION
(TYP EACH SIDE)
10'x70' SIGHT
TRIANGLE
BENT EIP�
L
MATCH EXISTING
CURB AND GUTTER
0
2'6" CURB &—/
GUTTER PER NCDOT
REQUIREMENTS
MATCH EXISTING'
CURB AND GUTTER
4
Zb
,
1
76,253 SF
1.75 AC
GUTTER DRAIN
(TYP)
S S 7C,
8°�.4333'W
f59.1e'
IO'x7O' SIGHT
TRIANGLE 1
m
4
TRAFFIC CONTROL NOTES: KEY NOTES:
THE DISTRICT OFFICE OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) MUST BE NOTIFIED AT LEAST 24 HOURS
PRIOR TO CONSTRUCTION. O CONCRETE MONOLITHIC CURB/SIDEWALK - SEE DETAIL SHEET C-6
TRAFFIC MUST BE MAINTAINED AT ALL TIMES AND TRAFFIC CONTROL MUST COMPLY WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL 2 CONCRETE PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT
DEVICES (MUTCD) AND WITH THE CURRENT EDITION OF THE NCDOT STANDARDS AND SPECIFICATIONS. O SPECIFICATIONS - SEE DETAIL SHEET C-6
ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF 6:00 AM TO 9.00 AM AND FROM 4:00 PM TO 6:00 PM, A MINIMUM EXPANSION AND CONTROL JOINTS - SEE DETAILS SHEET C-6
OF ONE 12-FOOT LANE SHALL BE MAINTAINED AT ALL TIMES. O ASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT
ALL ROADWAY SIGNS WHICH ARE TO BE REMOVED DURING CONSTRUCTION ARE TO BE REINSTALLED AS SOON AS POSSIBLE. SPECIFICATIONS - SEE DETAIL SHEET C-6
STANDARD DUTY PAVEMENT
1 DURING NON -WORKING HOURS, EQUIPMENT IS TO BE PARKED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE AND BE PROPERLY FOURM HEAVY DUTY PAVEMENT
AREA FOR PACKAGED UNITS. REFER TO BARRICADED IN ORDER TO PREVENT ANY EQUIPMENT OBSTRUCTION WITHIN THE TRAVEL LANE.
MECHANICAL DRAWINGS FOR ADDITIONAL EiP ALL CONTRACTORS DOING WORK WITHIN STATE RIGHT OF WAY ARE TO HAVE A COPY OF THESE PLANS ON THE JOB SITE. O HANDICAP PARKING SIGN -SEE DETAIL SHEET C-6
INFORMATION. THE HVAC PAD IS TO BE O BOLLARD -SEE DETAIL SHEET C-7
CONSTRUCTED OF: 5" 3,000 PSI WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 5' OF AN OPEN TRAVEL LANE, THE CONTRACTOR SHALL CLOSE THE OPEN TRAVEL
CONCRETE ON A 4' COMPACTED AGGREGATE LANE ADJACENT TO THE WORK AREA USING APPROPRIATE TRAFFIC CONTROL MEANS AND METHODS UNLESS WORK IN THAT AREA IS O CONCRETE LIGHT POLE BASE
PROTECTED BY BARRIER OR GUARDRAIL.
BASE ON COMPATED SUB GRADE. SLAB TO
HAVE REINFORCING AS RECOMMENDED BY /� } THE CONTRACTOR SHALL NOT WORK SIMULTANEOUSLY ON BOTH SIDES OF AN OPEN TRAVEL WAY WITHIN THE SAME LOCATION ON A O CONCRETE SIDEWALK - SEE DETAIL SHEET C-6 FOR SIDEWALKS AROUND
THE GEOTECHNICAL CONSULTANT. / TWO-LANE. TWO-WAY ROAD. BUILDING.
THE MAXIMUM LENGTH OF A LANE CLOSURE ON THE PROJECT SHALL BE ONE MILE, MEASURED FROM THE BEGINNING OF THE MERGE DUMPSTER LAYOUT - 6' HIGH WOOD ENCLOSURE W/GATES - SEE
/ TAPER TO THE END OF THE LANE CLOSURE.
DETAIL SHEET C-7
THE CONTRACTOR SMALL BACKFILL AT 6*1 SLOPE UP TO THE / OPENED TRAVEL LANE THAT HAS A DROP-OFF OF MORE THANE3D'GE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN O 6'-0' LONG CONCRETE WHEEL STOP, PINNED TO PAVEMENT - SEE
209'-14 / / WHEN BACKFILL IS REQUIRED, IT SHALL BE AT NO EXPENSE TO THE OWNER. DETAIL SHEET C-6. LOCATE 2'-6" FROM FACE OF CURB OR SIDEWALK.
THE MAXIMUM DIFFERENCE IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC SHALL BE 2*. PYLON SIGN (UNDER SEPARATE PERMIT)
WHEN LANE CLOSURES ARE NOT IN EFFECT, CHANNELIZING DEVICES IN WORK AREAS SHALL BE SPACED NO GREATER THAN TWICE t 1 4" WIDE PARKING STRIPE PAINTED WHITE (TYP.)
THE POSTED SPEED LIMIT, EXCEPT 10' ON -CENTER IN RADII, AND SHALL BE SET 3' OFF THE EDGE OF AN OPEN TRAVELWAY, 12
DURING INSTALLATION, PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. BE INSTALLED TO ENSURE PUBLIC SAFETY IN ACCORDANCE 4" WIDE DIAGONAL STRIPES PAINTED WHITE ® 2 FT. O.C.
WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS
CONCRETE HANDICAP RAMP -MAXIMUM SLOPE 7:12 (8.33X) (PER
ALL DISTURBED AREAS ARE TO BE FULLY RESTORED TO NCDOT MINIMUM ROADWAY STANDARDS. O A.D.A. REOUIREMENTS) ANY RAMPS LESS THAN 1:20 SHALL HAVE DETECTABLE WARNINGS AND CONTRASTING COLOR. SEE DETAIL SHEET
MATERIALS AND WORKMASHIP SHALL CONFORM TO THE NCDOT ROADWAY STANDARDS AND SPECIFICATIONS (LATEST EDITION). C-6
NEW LANDSCAPE AREA
CONCRETE CURB AND GUTTER - SEE DETAIL SHEET C-7
// 76 STOP SIGN - SEE DETAIL SHEET C-7
N / l CONTROL CORNER _
/ 4 OLLIE P. BOND North Carolina State Plane Coordinates 17 PAVEMENT MARKINGS - SEE DETAIL SHEET C-7
PIN: 5836-98-5781 Nay)=868,653.72 18 NEW CURB CUT, MATCH EXISTING EDP &APPROACH PER LOCAL CODES
DB 671, PG 133 Elx))=2,539,661.97 O & SPECS.
/Iro (unadjusted) (ground distances)
fps , 19 CONCRETE FLUME - SEE DETAIL SHEET C-7
�� � N 1 Q5 PROPOSED PARKING COUNT
1
9'
5
CHURCH STREET
(N.C. HWY M8)
(60' PUBLIC R/W)
4 1 .v°
00
! ,
0 3 A2 I
Ips
'AN rV
.00
U
rj
z
STRIPING LEGEND
YELLOW CURBING
SURFACES SHOULD BE CLEAN, DRY AND
AND BOLLARDS -
METAL SURFACES FREE OF HEAVY RUST
PARKING LOT
2 COATS SHERWIN WILLIAMS - KEM 4000
ACRYLIC ALKYD ENAMEL SAFETY
YELLOW 855Y300
SURFACES SHOULD BE CLEAN, DRY.
STRIPING -
TOP COAT SHERWIN WILLIAMS - PRO
PARKING LOT
IMARTRRAFFIC MARKING PAINT YELLOW
HANDICAP
SURFACES SHOULD BE CLEAN, DRY.
STRIPING -
TOP COAT SHERWIN WILLIAMS - PRO
PARKING LOT
MAR TRAFFIC MARKING PAINT N.C."
BLUE
GRAPHIC SCALE
A
1 INCH - 20 FEET
GENERAL NOTES:
1. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, FLAGMEN, ETC.
FOR MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY TOWN OF LEWISTON AND THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION. REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD),
LATEST EDITION, FOR DETAILS OF TRAFFIC CONTROL STANDARDS AND DEVICES.
2. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.
3. APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES, WHEN FIELD
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
OWNERS.
4. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
5. NON-STANDARD ITEMS (I.E. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A
RIGHT-OF-WAY ENCROACHMENT AGREEMENT W" THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE
INSTALLATION.
6. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS OTHERWISE NOTED.
ALL BUILDING DIMENSIONS ARE REFERENCED 70 THE OUTSIDE FACE OF THE STRUCTURE.
7. EXISTING SITE CONDITIONS, GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM A SURVEY
PREPARED BY NEWCOMB LAND SURVEYORS, LLC DATED MAY 27. 2009.
8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION "STANDARD DETAILS AND SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUTION'
AND APPLICABLE TOWN OF LEWISTON CODES AND ORDINANCES. THE CONTRACTOR SHALL MAINTAIN A CURRENT
EDITION OF THE STATE AND LOCAL CODES, ORDINANCES, STANDARD SPECIFICATION AND STANDARD DETAILS ON THE
PROJECT SITE FOR REFERENCE DURING CONSTRUCTION OF THE PROJECT.
9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIEND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES
BETWEEN THE PLANS AND ACTUAL FIELD CUNDMONS THE OWNER OR OWNER'S REPRESENTATIVE IMMEDIATELY.
CONTRACTOR SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING WITH WORK.
10. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING FEATURES AS
NECESSARY.
11• THE CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMLWT WITH TACK COAT IN ACCORDANCE WITH
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS WHERE NEW PAVEMENT JOINS
EXISTING PAYMENT.
12. THE CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS DAMAGED DURING
CONSTRUCTION BY THE CONTRACTOR, HIS SUBCONTRACTORS OR SUPPLIERS AT NO ADDITIONAL COST TO THE
OWNER.
13. ALL PAVEMENT JOINTS SHALL BE SAWCUT PRIOR TO PAVING TO PROVIDE A DURABLE AND UNIFORM JOINT.
14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PUNS FOR EXACT LOCATIONS AND DIMENSIONS OF TRUCK DOCKS,
EXIT DOORS, SIDEWALKS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
IS. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE 'MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES' OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS
AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
16. CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER LOCAL MUNICIPALITY AND ADA STANDARDS AT ALL DRIVE
AND BUILDING LOCATIONS AS REQUIRED,
17. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING
CN ACTIVITY THE
CONTRACTOR CONSTRUCTIaSHALL NK ATLOETFFY THE TOWN OFOLEMSTON PUBLIC UTILITIES DIEPARTMENTS FOR T 48 HOURS PRIR TO ANY DEMOLITION, GRADNG, OR �RUPROPER IDENTIFICATION
OF EXISTING UTILITIES WITHIN THE PROJECT SITE.
IS. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY OWNER/DOLLAR GENERAL OF ANY UNACCEPTABLE
AREAS.
19. THE CONTRACTOR SHALL PROVIDE AS -BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES
AND STORM DRAINAGE) TO OWNER/DOLLAR GENERAL PRIOR TO COMPLETION OF CONSTRUCTION
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
[phone]
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OWNER/EIM,OPER:
GLANDON FOREST EQUITYlt
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2600
919-459-2604 fx
REVISIONS:
LAYOUT COLRD: MET,
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 6/12/09
JOB NUMBER: 004006
TITLE:
SITE PLAN
SHEET NUMBER:
C-2
COMMENTS:

I
I
Y
I
I
4
LEGEND:
TC..........TOP OF CURB
GT.......... GUTTER FLOW LINE
TP.......... TOP OF PAVEMENT
IS .......... TOP OF SIDEWALK
TW.......... TOP OF WALL
BIN .........BOTTOM OF WALL
CB. ......... CATCH BASIN
GI ............ GRATE INLET
FES .......... FLARED END SECTION
'a .......... YARD INLET
GR.......... GROUND
_ ..........FLOW DIRECTION ARROW
2:1 SLOPE
WITH SLOPE
PROTECTION
FABRIC
HARRINGTON REAL ESTATE,
INC.
PIN: 5836-98-0720
DB 635, PG 128
".
CATCH BASIN----.-'�
/ RIM=73.0
INV.=70.02
/ 96'-15"HOPE
/ 0 0.20%
WATER TIGHT JOINTS
73.9(TC)-
j 73.4(GT)
CAROLINA TELEPHONE &
I TELEGRAPH COMPANY
/ PIN: 5836-98-2546
1
fl l�
GRADING ,
/ LIMITS
/ CATCH BASIN
RIM=72.6 / 1
I ►Nv.=69.82 / 1
�N
/ 73.StTC)
/ 73.0(GT) ,
YARD INLET /
TOP-71.84 ,
'�- IN 150RCP-69.15 N l
OUT 15"RCP-69.06
BENT EIP 1
MATCH EXISTING
CURB ELEVATION
1
CONVERT EXISTING
YARD INLET TO
JUNCTION BOX WITH
MANHOLE RIM
RIM ELEV=72.7
CURB INLET
TOP-73.45
15"RCP-69.06
MATCH EXISTING
PAVEMENT ELEVATION
MATCH EXISTING
CURB ELEVATION
CHARLES P. VAUGHAN &
DALE J. VAUGHAN
PIN: 5836-98-3920
DB 729, PG 170
- "GRADING
LIMITS
TOP-72.86
?"RCP-68.26,
���L�LR
GIN
E�R�A
V1 1V1 \V1 1 vJ 1 1 %"L. 1
(N.C. HWY 308)
(60' PUBLIC R/W)
!., VZ L
WITH SLOPE
PROTECTION
FABRIC
SANITARY SEWER
MANHOLE
(FULL OF WATER)
RIM-72.42
BOTTOM-67.12
+4 /
C�
I
/ !
,3 DUTIES P. BOND
PIN: 15836-98-5781
DB 1671, PG 133
/y /-25:1 SLOPE j
I UN--bc.4.S
FLARED END SECTION
INV.=69.4
GRADING NOTES:
1. REFER TO THE SITE PLAN FOR RELATED NOTE.
2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADE.
SIT c 3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK. AND THIS MUST BE VERIFIED BY THE
GENERAL CONTRACTOR PRIOR TO GROUND BREAKING
N(y)=868, 653.72
Ex=2,539,661.97
(unodjusted) (ground distonces)
IP5
STORMWATER BMP POND �(`
REFER TO SHEET C-9
FOR DETAILS
Ci
Y4A�3*E ' /--tOFT LITTORAL SHELF
IT 18
ERTS- 67.9
I/
J/
�y 16" fES
INVERT - 68.61
FLARED END SECTION
INV.=69.4
4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN
ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHAH WAR FOR INSTRUCTION
PRIOR TO PROCEEDING.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES,
AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION.
6. THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING
GRADE.
7. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND
FILL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS.
8, THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED
ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH
CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS
CONTRACT.
9. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY
FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET
OVERLAND.
10. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, IS
SUBJECT TO A FINE.
11. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT
TO A FINE.
12. STABILIZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS NECESSARY
lOteS TO ACHIEVE EROSION CONTROL ON DENUDED AREAS AND ESPECIALLY WHEN THE CONSTRUCTION
SEQUENCE REQUIRE IT.
13. ALL GRADED SLOPE ARE TO BE SEEDED OR LANDSCAPED WITHIN 15 DAYS OF COMPLETION OF
GRADING. ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 30 DAYS.
14. EXISTING GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURE FROM SURVEY BY
/ NEWCOMB LAND SURVEYORS, LLC DATED MAY 27. 2009.
n
lt4/ / 15. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY TO
V& / A�/ CONSTRUCT THE PROJECT AS SHOWN ON THE PUNS.
16. THE CONTRACTOR IS RESPONSIBLE FOR THE DEIGN AND IMPLEMENTATION OF ALL SHEETING,
SHORING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL,
STATE, AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON
THESE DRAWINGS. THE DEIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGN(S) TO
IPS / //vj / INSTALL SAID ITEMS.
17. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL. PLANS FOR EXACT LOCATION, ELEVATION,
AND DIMENSIONS OF EXIT DOORS, RAMPS, BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
ENTRANCE LOCATIONS.
18. ENT AND UTILITY STRUCTURES,
TOPSOIL, ANFILL D ANYOTHEROTHER DELETERIOUSSHALL BE , EXISTING BUILDING
MATERIALS FOUNDATIONS,
M COMPLETELY REMOVED FROM
WITHIN THE BEARING ZONE BELOW THE STRUCTURE.
r
19. ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL
REPRESENTATIVE TO DETERMINE WHETHER UNSUITABLE MATERIAL MUST BE REMOVED. ALL
UNDEIREABLE MATERIAL SHALL BE REMOVED, BACKFILLED AND COMPACTED AS REQUIRED BY
/ , / THE GEOTE04MCAL REPRESENTATIVE.
/
20. ALL CUT OR FILL SLOPE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED OR DEPICTED.
21. THE NNS AS OUTLINED IN THE GENERAL
.P.D.E.S PERMIT FOR STORMWATERT TERMSO ALL DISCHARGEASSOCIATEDOWITH CONSTRUCTION ACTIVITIES.
N 22. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A
/,ISMOOTH FIT AND CONTINUOUS GRADE.
23. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND
/ PAVED AREAS.
24. ALL UNSURFACEO AREAS DISTRURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF
/ TOPSOIL CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:IV OR STEEPER.
/ 25. CONSTRUCTION SHALL CUMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED
/ TO SAME.
DRAINAGE NOTES:
i. A MINIMUM GRADE OF 0.50 R SHALL BE MAINTAINED ON ALL PIPE, UNLESS OTHERWISE NOTED.
2. PIPE LENGTHS AND SLOPS INDICATED ON THE PLANS ARE APPROXIMATE ONLY.
3. UNDERGROUND UTILITY LINES SHALL. BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING
STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 5D0 LF OF TRENCH MAY BE OPENED AT ONE TIME.
S. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN
APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOE
NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY.
D. MATERIAL USED FOR BACK -FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO
MINIMIZE EROSION AND PROMOTE STABILIZATION.
E. RESTABALIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT
CONTROL REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
4. CATCH BASINS, MANHOLES, FRAME, GRATE, ETC. SHALL MELT THE REQUIREMENTS OF THE
LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS.
REFERENCE THE FOLLOWING STANDARD DETAILS:
840.02 - CONCRETE CATCH BASIN
840.03 - FRAME, GRATE, AND HOOD FOR CATCH BASINS
840.04 - CONCRETE OPEN THROAT CATCH BASIN
840.14 - CONCRETE DROP INLET
840.16 - DROP INLET FRAME AND GRATE
840.31 - CONCRETE JUNCTION BOX
840.36 - TRAFFIC BEARING GRATED DROP INLET
840.45 - PRECAST DRAINAGE STRUCTURE
840.52 - PRECAST MANHOLE
838.80 - PRECAST CONCRETE ENDWALL
5. ALL PIPE SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER
OR OTHER ACCURATE METHOD.
6. STORM PIPE SHALL BE AS FOLLOW UNLESS OTHERWISE NOTED:
TYPE 1: RCP, CLASS UI PER ASTM C-76, WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS.
TYPE 2: HIGH DENSITY POLYETHYLENE PIPE (HDPE) - AASHTO DESIGNATION M252 TYPE S. M294
TYPE S AND MP7-97 TYPE S. SMOOTH INTERIOR/ANNULAR EXTERIOR. ONLY PERMITTED WHEN
SPECIFICALLY INDICATED ON THE CONSTRUCTION DRAWINGS. PIPE SHALL BE INSTALLED IN
ACCORDANCE WITH PIPE MANUFACTURER'S INSTALLATION GUIDELINE. PIPE JOINTS AND FITTINGS
SHALL BE WATERTIGHT.
7. ALL STORM DRAINAGE WITHIN THE PUBLIC ROADS SHALL BE CLASS III REINFORCED CONCRETE
PIPE UNLESS OTHERWISE NOTED.
8. EXISTING DRAINAGE STRUCTURE TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING
PIPE TO BE CLEANED OUT TO REMOVE SILT AND DEBRIS.
9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE FISTING STRUCTURE AS
NECESSARY TO RETURN IT TO DOSTING CONDITIONS OR BETTER.
10. ALL STORM PIPE ENTERING STRUCTURE SHALL BE GROUTED TO ASSURE CONNECTION AT
STRUCTURE IS WATERTIGHT.
11. PRECAST STRUCTURES MAYBE USED AT CONTRACTORS OPTION.
12. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL
HAVE TRAFFIC BEARING RING do COVERS. MANHOLES IN UNPAVED AREAS SHAD. BE 6" ABOVE
FINISH GRADE. LIDS SHALL BE LABELED 'STORM SEWER'.
13. STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AS
NECESSARY.
14. RIM ELEVATIONS AS NOTED ARE TO THE GUTTER FLOW LINE.
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
[phone]
SEAL. 9 .
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OWM/DEVELOPER:
GLANDON FOREST EQUITY 1I, LLC
3900 Merton Drive
Suite 210
Raleiah, NC 27609
fx
REVISIONS: _
7/27/09 REMOVED VEGETATIVE FILTER
sw
LAYOUT COORD: HELL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 6/12/09
JOB NUMBER: 004008
TITLE:
GRADING AND
DRAINAGE PLAN
ffimC-3
COMMENTS:

EROSION CONTROL NOTES:
REFER TO DETAIL SHEETS C-7 AND C-8 FOR CONSTRUCTION DETAILS OF THE PROPOSED
EROSION CONTROL MEASURES TO BE USED IN THE DEVELOPMENT OF THIS SITE.
REFER TO SHEET C-8 FOR TEMPORARY AND PERMANENT SEEDING SCHEDULES FOR
PROVIDING GROUND COVER THE FOR THE DEVELOPMENT.
SEDIMENT BASIN DATA BLOCK:
RFCFR To SHEET C-9 FOR SEDIMENT BASIN DETAIL
TRAP N0.
I DRAINAGE
DENUDEDM
Qw
DEPTH )
(FEET)
(FEE»
(FEE'1)
(151FEET)
ACRESEA
ACRES
CUBIC FT.t4.77O
(SO FT.
(SO FT.
H 2
�'CM
1.3
1.3
4.9 CFS
4.6802.149
Z3f2
wn
ZBFT
10AT
1.5FT
7fT
TRAP
BOTTOM
SEDIM NT
TOP
SPILLWAY
NOTE: STORMWATER U4a4MEMTNT POND TO BE USED AS TEMPORARY SEDIMENT BASIN DURING CONSTRUCTIONCLEAN.
DIMENSION
DIMENSION
ELEVATION
ACCUMULATED SEDIMENT TO BE REMOVED PRIOR TO FINAL CONSTRUCTION OF WET POND.
ELEVATION
I
CHARLES P. VAUGHAN &
0 677
�D
711.s7'
703
DALE J VAUGHAN
PdP-RAP APRON DIMENSIONS EXU�;1UN UUNTROL NOTES:
REFER TO SHEET C-8 FOR RIP -RAP APRON DETAIL W 1. TOTAL AREA DISTURBED - 1.5 ACRES.
STRUCTURE
QQ
(ais)
E
L
P
DIA
STONE
I THICKNESS
STONE
I VEL
I REMARKS
PIPE OUIFALL/1
Ad
.18'
7.5'
8.8'
1 15'
1 22'
CLASS 8
2.0
MIN. )XIIATaER
PIPE OUTFAaJ2
1.5
2.5'
1 5.0'
S.8'
1 10"
1 22"
CIASS B
2.0
M9N. TAILWATFR
TOTAL SITE AREA s 1.75 ACRES.
MIN. FREEBOARD SOIL TYPE - GOA - GOLDSBORO SANDY LOAM
8'
N EROSION CONTROL MAT SHALL 2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
BE AS NOTED BELOW OR CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
APPROVED EQUAL CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
B 3. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROL
MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA EROSION AND SEDIMENT
FLOW LONG CONTROL RE All ATI
�'
DITCH q10 SLOPE(%) H B W SS CHANNEL LINING
G DNS.
/EIP
T�/�
a0 CIS
0,5Z
1.0'
ZO
e.0'
2.f
�_S7
4.
ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.
/
TEMPORARY DIVERSION DITCH DATA BLOCK
5.
ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE
REFER TO SHEET C-8 FOR TEMPORARY DITCH DETAIL
PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.
6.
� COPY THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT
If
7.
THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO
EROSION.
MINIMIZE THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NORTH CAROLINA DEPARTMENT OF
r ENVIRONMENT AND NATURAL RESOURCES (NCDENR) EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
\
PIN: 5836-98-3920 ��p 2l %' - - - - -f - -'� ' j f PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. DB 729, PG 170 �, �� \ //` l 8. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
f OFF -SITE GRADING PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. A REVISED PLAN SHOWING
\ sr OFF -SITE IMPACTS SHOULD BE SUBMITTED AND APPROVED PRIOR TO ANY OFF -SITE GRADING. CONTACT PROJECT ENGINEER
/ TEMPORARY �� y�'� i \ / <v / // / AND PROJECT EROSION CONTROL. INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL MEASURES ARE INSTALLED PRIOR
SILT FENCE %� ! i SILT FENCE \ ro°j W`� ) /// h ! TO OFF -SITE GRADING.
OUTLET \/ ^ 1?� 9. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT
LIMITS OF l J l!/ f ^ / NOT LIMITED TO OFF -SITE BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE
\ �� 5' 4A� ♦ �6 DISTURBANCE �� ! If f J I / STORMWATER MANAGEMENT POND TO BE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO NCDENR REGIONAL OFFICE
�/� g / JJ FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE
�- • //// 1 USED AS TEMPORARY SEDIMENT TRAP DURING PAYMENT, THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
IPS �i ' CONSTRUCTION (REFER TO CHART FOR
- Gpl / / MINIMUM DIMENSIONS). ACCUMLATEO SEDIMENT 10, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY,
AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED,
TO BE REMOVED PRIOR TO CONVERTING TO FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
40 \ / % J / FINAL POND CONDITIONS.
Jy F�/ 11. STABILIZATION IS THE BEST FORM OF EROSION CONTROL ALL DISTURBED AREAS WHICH ARE NOT OTHERWISE STABILIZED SHALL BE 70P SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENT
1 / CONTROL REGULATIONS. PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION
AND ACCEPTANCE.
72 ♦, \ Nam/ / 1 CONTROL CORNER 12. CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF
♦ q OULIE P. BOND North Carolina State Plane Coordinates ANY PHASE OF GRADING. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN 15 WORKING
74 0♦ { If y¢ 1O PIN: b836-98-5781 N�l' =868,653.72 DAYS OR 90 MENDER DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION.
Iti DB 1671, PG 133 E x=2,539,661.97 13. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 21 DAYS AFTER FINAL SITE
�:;.,..
TEMPORARY :.'�. '�' 1�. /� I (unadjusted) (ground distances) ! 5TABILIZATON OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. TRAPPED SEDIMENT AND THE DISTURBED
/
SILT FENCE ) / SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
I TEMPORARY " "• I IPS / FURTHER EROSION AND SEDIMENTATION.
:. ; `, . •:: of SEDIMENT i �N
0 TRAP SPILLWAY R / / 14. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED
�N / i / THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING
N
1 �, / IP lA �/ / AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT
TEMPORARY / / SILT FENCE .a ;' /�07 IS REMOVED IN THIS MANNER.
DIVERSION DITCH#1 ! / ! I �y OUTLET "E to. _ / // /
REFER TO CHART v r 13 I 1 �A 13 J /J / / 15. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL
HARRINGTON REAL ESTATE, FOR DIMENSIONS l J { SANITARY SEWER Na ,12' / /J / / BY CONSTRUCTION TRAFFIC, R SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL
INC. ^ \ MANHOLE / �,� 183' / / / / I APPLICATION.
f (FULL OF WATEO') �. „� LIMITS
IPS / ///� / / 16. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
PIN: 5836-98-0720 / /�\ 1 RIM-71.83 / �, / �(/ ! / ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA. TWO TO THREE INCHES OF STONE SHALL BE USED FOR
DB 635, PG 128 ! `+ // / THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
TEMPORARY -
INLET PROTECTION
TEMPORARY
DIVERSION DITCH#1 -\
REFER TO CHART
FOR DIMENSIONS
CAROLINA TELEPHONE &
TELEGRAPH COMPANY
PIN: 5836-98-2546 -
LIMITS OF
DISTURBANCE
TEMPORARY
INLET PROTECTION
Ll
ENTRANCE
YARD INLET
(FULL OF WATER)
TOP-70.47
15 "RCP-68.06
CURB INLET,'
TOP-72.86
CURB INLET.............................
"`�..."
TOP-73.45
15'RCP-69.06 SANITARY SEWER
MANHOLE
(FULL OF WATER)
RIM- 72.34
BOTTOM-67.44
TEMPORARY
DIVERSION DITCH#1
REFER TO CHART
FOR DIMENSIONS
EERIL
76,253 SF
1.75 AC
TEMPORARY
INLET PROTECTION
.• r
TEMPORARY
INLET PROTECTION
CHURCH STREET
(N.C. HWY 308)
(60' PUBLIC R/W)
I1/ 1 I BOTTOM-66J3 ' - �•� TEMPORARY h'\ //J!/ / J17 ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY
RIP -RAP FOREBAY �. SILT FENCE '� J/ / J /'
REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING.
/ / REFER TO SHEET j .r-- '�.� ,a � / / / / /
/ \\ C-9 FOR DETAIL / ' �`-�`x \ \, ��h / / / // / / 18. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING
MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL
/�� ♦ '�� 0� 1 \� \\\ �+�•�� / // SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
OF / / ! / 19. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT
SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAYD-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE
P UPSLOPE LAND DISTURBANCE TAKES PLACE.
20. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS
DURING DEWATERING OPERATI
1
I
I
I
ADJUST DITCH AS
NECESSARY TO MAINTAIN
i FLOW TO TEMPORARY
I SEDIMENT BASIN
I
fXSXS- '
CLASS B�
RIP -RAP OVER
FI TER FABRIC
I
- - -- - - t - 73' THIS SHEET OF NITIAI. DISTURBANCE. TEMPORARY SEEDING SHALL BE
� PIPE INVERT !l REQUIRED ON ALL OTHER AREAS TO BE DISTURBED FOR A PERIOD OF 10 DAYS OR LONGER.
(COVERED UP) l/
TEMPORARY
MPORARY TOP-68.43
T FENCE
PIPE OUTFALL#1
SANITARY SEWER RIP -RAP APRON
MANHOLE REFER TO CHART 1j
THIS SHEET /!
(FULL OF WATER) /1
RIM-72.42 11
BOTTOM-67.12
v 18" FES
INVERT - 68.61
DNS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
RECEIVING OUTLET.
22. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING
EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES
I I` // SHALL BE MADE IMMEDIATELY.
Z 0 E OE' IN / / / / 23. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
/ / / n / / GROUND COVER HAS BEEN ESTABLISHED OR AS DIRMED BY THE ENGINEER. NORTH CAROLINA DEPARTMENT OF
0 C ON / / / / / ENVIRONMENT AND NATURAL RESOURCES FINAL APPROVAL IS REQUIRED,
'6 GROUND COVER REQ UIREMENTS:
/ C. CO / / / � THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE
RIMIN ' ! ` / /�� / / / NO COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES 3R STRUCTURES. 1N ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN
21 CALENDER DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT To RESTRAIN EROSION. PROVISIONS FOR PERMANENT
GROUNDCOVER SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS
OR 90 CALENDER DAYS (WHICHEVER IS SHORTER) FOLLOWNG COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
CONSTRUCTION SEQUENCE:
CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE REQUIRED TO BE
DISPLAYED ON -SITE ARE AVAILABLE.
v . 2. CONTRACTOR SHALL HOLD APRE-CONSTRUCTION MEETING AT LEAST 48 HOURS BEFORE THE ACTUAL START OF
Q CONSTRUCTION. CONTACT NCDENR INSPECTOR.
3. CONTRACTOR SHAD. CONTACT CAROLINA ONE CALL AND ALL ENTITIES HAVING BURIED UTILITIES AT LEAST 72 HOURS PRIOR
TO DIGGING OR AS DIRECTED AT THE PRE -CONSTRUCTION MEETING.
*40
/ /// // /�N �• 4. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT EACH POINT OF ACCESS TO STORAGE AND
/ / / / CONSTRUCTION AREAS.
5. INITIAL PHASE SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH PLANS BEFORE
STARTING WORK INCLUDING SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE PROTECTION, ETC.,
CLEARING ONLY AS NECESSARY FOR THE INSTALLATION of THESE MEASURES.
\j �,
LIMITS OF CONTRACTOR TO INSTALL PERMANENT STORM WATER POND RISER STRUCTURE AND BARREL DURING SEDIMENT TRAP
566 ♦� _ / - '-/ ! DISTURBANCE CONSTRUCTION' RISER STRUCTURE AND BARREL TO BE PLUGGED SO THAT STORM WATER RUNOFF DOES NOT FLOW
18 S / THROUGH THE STRUCTURE DURING SUE CONSTRUCTION OPERATIONS, REMOVE PLUG ONCE THE SAE IS STABILIZED AND
NCDENR INSPECTOR APPROVES REMOVAL OF 7UPORAW EROSION MEASURES.
6. CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES
'♦ 69� '(0''�'���' �' 7. STOCKPILE RIP -RAP ON SITE AND INSTALL ALL OTHER EROSION CONTROL MEASURES WHERE THE WORK IS OCCURRING. THE
CONTRACTOR SHALL NOT INSTALL EROSION CONTROL MEASURES IN AREAS WHERE THE WORK WILL NOT OCCUR FOR SOME
TIME. ADDITIONAL EROSION CONTROL MEASURES MAY BE REWIRED BY THE ENGINEER OR UPON RECOMMENDATION OF
PIPE OUTFALL#2 NCDENR INSPECTION PERSONNEL AS CONDITIONS WARRANT.
RIP -RAP APRON
9. IN AREAS WHERE IT IS NOT FEASIBLE TO INSTAL- EROSION CONTROL DEVICES, ALL DISTURBED AREAS
REFER TO CHART AND MULCHED BY THE CONMUST BE SEEDED
TRACTOR WITHIN THREE DAYS
10. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE.
11. UPON COMPLETION OF THE INSTALLATION AND WITH APPROVAL OF NCDENR, ALL EROSION CONTROL DEVICES SHALL BE
REMOVED AND DISPOSED OF IN AN ACCEPTABLE MANNER. EACH SECTION SHALL BE SEEDED AT EARLIEST POSSIBLE DATE
AFTER INSTALLATION OF PIPE, STRUCTURE, OR ACCESS. COORDINATE WITH THE EROSION CONTROL INSPECTOR PRIOR TO
REMOVAL OF EROSION CONTROL MEASURES.
12. ONCE GROUND COVER IS FIRMLY ESTABLISHED, ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITH
THE APPROVAL OF NCDENR INSPECTOR.
13. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION & SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL, NCDOT, U.S. DEPT. OF AGRICULTURE, AND CARTERET COUNTY STANDARDS.
20 0 10 2D 40 BO
1 10 e a FEET
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
[phone]
SEAL:
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY H, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2600
919-459-2604 fx
REVISIONS:
7/27/09 REMOVED VEGETATIVE FILTER
STRIP
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 6/12/09
JOB NUMBER: 004008
TITLE:
EROSION
CONTROL PLAN
SHEET NUMBER:
C-4
COMMENTS:

1/4 TURN FULL PORT
BRONZE BALL SHUT-OFF
VALVE #1 -7
T COCK / 15-MAX.DOUBLE CHECK VALVE
6' MIN. ASSEMBLY
CHECK
STRAINER � \ VALVE
OPTIONAL
4" MIN. :RT�/
1/4 TURN FULLPTT12` MIN.
BRONZE BALL SHUT-OFF
VALVE #I N 30" MAX.
4" MIN.-" ELEVATION VIEW
#67 WASHED STONE
4" MIN.
CHECK
VALVE #2
APPROVED 3/4" DCVA ASSEMBLIES
CONSRACO
40-10 SERIES
FEBCO
805Y
WAS
007
WILKINS
950XL/XLT
AMES
2008
2 DCVA BACKFLOW PREVENTER
NOT TO SCALE
FLOW
UTILITY NOTES:
I. THE CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION. CONTACT THE LOCAL MUNICIPALITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO COMMENCEMENT OF WORK FOR UTILITY LOCATING SERVICES. ALL
UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY AND HAVE BEEN COMPILED FROM THE LATEST AVAILABLE MAPPING. THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES
SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
2. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF LEWISTON PUBLIC UTILITIES STANDARDS.
3. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE TOWN OF LEWISTON AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE
�pyyy WATER AND SEWER LINES.
/ 4, CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. A PRECONSTRUCTION MEETING WITH THE VARIOUS
UTILITY COMPANIES IS REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY.
/ EIP 5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTOR 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE.
i i l 6. THE CONTRACTOR SHALL COORDINATE ANY INTERRUPTION OF UTILITY SERVICE WITH THE OWNER AND THE UTILITY COMPANY. ANY PLANNED INTERRUPTION OF UTILITY SERVICE
SHALL BE GIVEN A 48 HOUR NOTICE TO THE UTILITY COMPANY AND THE OWNER.
PLAN VIE 7. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED UTILITIES BE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY FOR DIRECTIONS.
S. PRESSURE REDUCING VALVES WILL BE REQUIRED ON THE DOMESTIC WATERLINES FOR EACH BUILDING IF THE STATIC PRESSURE IN THE WATERMAEN EXCEEDS 80 PSI. SEE
/ // MECHANICAL/PLUMBING PLANS.
CHARLES P. VAUGHAN & l J l J 9. ROUTES SHOWN FOR WATER SERVICES, ELECTRIC, SANITARY SEWER BUILDING LATERALS AND ROOF DRAIN PIPING ARE SUBJECT TO CHANGE.
DALE J. VAUGHAN "E f f f J 10. THE CONTRACTOR SHUT SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SEWER, AND WATER.
PIN:
DB 58 96 PG 1 70 i41�2�,04A' r / // �// 11. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ELEVATION AND LOCATION OF ALL UTILITIES BY VARIOUS MEANS PRIOR TO BEGINNING ANY EXCAVATION. TEST PITS
209 / CONTRASHALL CE DUO AT ALL CTOR SHALL CONTACT�AUTO NS ONEEIIN THE EVENT OF ANY UNFORESEESEWERS CROSS EXISTING N CONFLICTSHORIZONTAL
ETWEEN EXISTING AND PROPOSED UTILITIES SO THALOCATIONS OF THE TSHALL BE ANAPPROPRIAADETERMINED. THE
r MODIFICATION MAY BE MADE.
12. THE CONTRACTOR SHALL INSURE THAT ALL UTILITY COMPANIES AND TOWN OF LEWISTON STANDARDS FOR MATERIALS AND CONSTRUCTION METHODS ARE MET. THE
CONTRACTOR SHALL PERFORM PROPER COORDINATION WITH THE RESPECTIVE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE WORK TO BE PERFORMED BY THE
VARIOUS UTILITY COMPANIES AND SHALL PAY ALL FEES FOR CONNECTIONS, DISCONNECTION, RELOCATIONS, INSPECTIONS, AND DEMOLITION.
13. THIS PLAN DETAILS PIPES UP TO 5' FROM THE BUILDING FACE. REFER TO THE BUILDING DRAWINGS FOR BUILDING CONNECTIONS. SUPPLY AND INSTALL PIPE ADAPTERS AS
NECESSARY.
14. ALL EXISTING PAVEMENT WHERE UTILITY PIPING IS TO BE INSTALLED SHALL BE SAW CUT AND REPLACED IN ACCORDANCE WITH THE PAVEMENT REPAIR REQUIREMENTS OF
\ / r 0 pLjCN / / THE TOWN OF LEWISTON AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
r �
15. MAINTAIN MINIMUM 10'-O' HORIZONTAL SEPARATION BETWEEN ON -SITE SAN. SEWER AND DOMESTIC OR IRRIGATION WATER PIPING WHENEVER POSSIBLE. WHERE WATER
r / / PIPING MUST CROSS OVER SAN. SEWER PIPING, MAINTAIN A MINIMUM IS' VERTICAL SEPARATION. WHERE SAN. SEWER PIPING MUST CROSS OVER WATER PIPING, MAINTAIN
r / A MINIMUM 24' VERTICAL Sl PARATI
FINISHED GRADE TO BE
SLOPED AWAY FROM COVER
TYPE K OR L COPPER TUBING
OR 1" MIN. GALVANIZED STEEL
PIPE FOR MIN. OF 5' ON
EACH END OF ASSEMBLY.
bAl AffLUVV VN.L;Vh1NT1U1N 1NUTEZ5: /
1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING,
HYDRANTS, FIRE DEPARTMENT CONNECTION POINTS OR OTHER WATER -USING /
APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND
IT'S UTILITY DEPARTMENT REQUIRED BACKFLOW PREVENTER. /
2. EACH UTILITY DEPARTMENT REQUIRED BACKFLOW PREVENTER ASSEMBLY IS REQUIRED
TO BE TESTED BY AN APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM INTO SERVICE.
3. DOUBLE CHECK VALVE SACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED /
BELOW -GROUND WITHIN A VAULT PER UTILITY DEPARTMENT REQUIREMENTS. SEE
DETAIL.
HARRINGTON REAL ESTATE, /
INC.
PIN: 5836-98-0720
DB 635, PG 128
/
r�
/ UNDERGROUND ELECTRIC/ ` EIP
TELEPHONE SERVICE /
/ CONTRACTOR TO COORDINATE
SERVICE WITH APPROPRIATE
/ UTILITY COMPANY
l CAROLINA TELEPHONE &
1 TELEGRAPH COMPANY /
/ PIN: 5836-98-2546 /
/ 1-1/4' PVC /
CONDUIT /
/ (BACKFILL WITH
COMPACTABLE /
/ GRAVEL)
/
/ 3/4" DCVA 1' WATER SERVICE
BACKFLOW PREVENTER
YARD INLET /
TOP-71.84 /
IN 15"RCP-69.15
OUT 15"RCP-69.06
BENT ElP
EXISTING FIRE
HYDRANT
REMOVE & RELOCATE EXISTING
3/4" WATER METER. EXTEND
EXISTING WATER SERVICE TO NEW
METER LOCATION
` 1 nLc
CURB INLET
TOP- 73.45
15 RCP-69.06
WATER SERVICE
SANITARY SEWER
MANHOLE
(FULL OF WATER)
RIM-72.34
BOTTOM-67.44
r
TEST COCK 1011
DOUBLE CHECK VALVE
8' MIN, ASSEMBLY
4" MIN. SHUT-OFF
VALVE #2
4" MIN.
SHUT-OFF
VALVE 1111 8" MIN. CHECK
VALVE #1
/
ON AND PROVIDE MIN. 4 THICK CONCRETE ENCASEMENT OR 4 CONTINUOUS CAST IRON PIPE SLEEVE ON WATER PIPING FOR A
MINIMUM OF 10'-0' ON EACH SIDE OF THE SAN. SEWER CROSSING. WHERE PERMITTED BY LOCAL CODE, DOMESTIC WATER AND SAN. SEWER SERVICE PIPING MAY BE
INSTALLED IN A COMMON TRENCH.
ti
/
TRENCH AND PIPING PLACEMENT SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS.
/
l�
OLLIE P. BOND
CONTROL CORNER
North Carolina State Plane Coordinates
}: • /
/ /
PIN: 5836-98-5781
DB 671 PG 133
N(y)=868,653.72
E((x))=2,539,661.97
:.° �'�• / / /� (unadjusted) (ground distances) UTILITY SERVICE NOTES
..,--
/ ti IPS
1 WATER SERVICE
e' • GENERAL CONTRACTOR TO PROVIDE AND INSTALL A 1 TYPE 'K
/ \ i COPPER WATER LINE FROM WATER MAIN TO BUILDING.
CONTACT: TOWN OF LEWISTON
TELEPHONE: [phone]
! • : / y / / / �� 13"� �� ; ELECTRIC SERVICE:
AA! �� <n / 'POWER CO.' TO PROVIDE UNDERGROUND 120/208/3 PHASE SERVICE.
l .'• / SANITARY SEWER Ij6Ti AZ GENERAL CONTRACTOR TO PROVIDE AND INSTALL TWO 4' DIA. CONDUIT
1 / / MANHOLE \, �$'J / W/ PULL WIRE TO UTILITY COMPANY POINT OF CONNECTION.
ADJUST MANHOLE RIM �+ IPS / CONTACT: ROANOKE ELECTRIC MEMBERSHIP CORP.
1 RIM=73.0 / (FULL OF WATER) �, ��
TELEPHONE: [phone]
1 ?.: RIM-71.83
(1 ABOVE PROPOSED / BOTTOM-66.13
1 : r GRADE ELEV.) / // / TELEPHONE SERVICE
ry TELEPHONE CO.* TO PROVIDE NEW UNDERGROUND SERVICE GENERAL
'� / CONTRACTOR TO PROVIDE AND INSTALL A 4' DIA. PVC CONDUIT W/
�•�� / CONNECTION.
PULL WIRE FROM PHONE PANEL BOARD TO UTILITY COMPANY POINT OF
I FFE-74.6 / / / 1 / / �°� t�/ CONTACT: EMBARO
252-97
/ TELEPHONE: Z52-977-9011
SANITARY SEWER
I / /�/x \+ ~�� / j (y GENERAL CONTRACTOR TO PROVIDE AND INSTALL A 4" SCHEDULE 40
/ PVC FROM EXISTING SEWER TO LAST CLEAN OUT OUTSIDE OF BUILDING.
/ v 76,253 SF l + /IPS + \ / COIN, IXCT. SLOPE). PROVIDE CLEAN OUTS EVERY 75, (TYPICAL).
1 1.75 AC 1 +/ \ IELEPHONE: T2552-3448-2824OWN OF LEWISTON
x /
I •`• I 1 /
/ 2-WAY S.S. CLEANOUT COORDINATE WITH THE TOWN OF /
INV.=68.0 1 I LEWISTON FOR CONNECTION ><
•; r 1 " OF THE 4" SANITARY SEWER /
SERVICE TO THE EXISTING
SANITARY CALCULATED �INV. EER ALEVATION=66.5
1 ° • I (FIELD VERIFY LOCATION AND
ELEVATION PRIOR TO CONSTRUCTION) } / C�/�J�
' •y • � 1 x / f �!
/ / A
/ Q
0 1% MIN. SLOPE I 1 x ��f,/ /// J
` �O
V•
_ 1 /
/ GRADE 18" S0. PLUG
_ FINISHED
CAST IRON MAN�OLE
!7 DEWEY BROS. NO.. MH VA VALVE4 OR
18" S EQ. FOR 4"-6" LL4. PIPE DEWEY
I i 1 f� r l VERT - 67.99 BROS. NO. MH-VA-2 OR EO. FOR 8'
r r / 8" DIA. PIPE
11•43, 1 I 7 0g' ECM '� ' ' l/ CONC. HOT POURED ASPHALT JOIN
33 I ECM 2 r /f COLLAR COMPOUND
15 _ai �'34"W r CLEAN R
YARD INLET
(FULL OF WATER)
TOP-70.47
15'RCP-68.06
CURB INLET-'
TOP-72.86
RELOCATE EXISTING 3/4"
WATER METER
COORDINATE WITH THE
TOWN OF LEWISTON
FOR METER REQUIREMENTS
OUT ISER MATERIAL AND
8.19' S7g - - - fJ DIA. TO MATCH THAT OF MAIN
_'-• , ='� �-1� Jl LINE 60' 39 OR 45' SHORT RAD.
ELBOW
CHURCH STREET
(N.C. HWY 308)
(60' PUBLIC R/W)
- -�
SANITARY SEWER
MANHOLE
(FULL OF WATER)
RIM-72.42
BOTTOM-67.12
PIPE INVERT
(COVERED UP)
TOP-68.43
I/
J/f
f/
1/
V 18" FES
INVERT - 68.61
NOTES:
CONTRACTOR TO COORDINATE WITH THE
TOWN OF LEWISTON FOR WATER METER
& BACKFLOW PREVENTION REQUIREMENTS
CONC. REST 6" '-,;:i COMPACTED BACKFILL
BLOCK
wd e : •.
%.. 2-0
MIN, :�..' MIN. IF CLEANOUT 0 END OF
UNE, INSTALL PLUG HERE
PLAN
I SANITARY SEWER CLEANOUT
U NOT TO SCALE
GRAPHIC SCALE
15 30 60
1 INCH = 30 FEET
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
[phone]
SEAL:
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY II, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
fx
REVISIONS:
7/27/09 REMOVED VEGETATIVE FILTER
.STRIP
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MET,
DATE: 6/12/09
JOB NUMBER: 004008
UTILITY PLAN
3RET NUMBER:
C-5
'OMMENTS:
J
- - - -
OWNER/DEVELOPER:
GLANDON FOREST EQUITY II, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
fx
REVISIONS:
7/27/09 REMOVED VEGETATIVE FILTER
.STRIP
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MET,
DATE: 6/12/09
JOB NUMBER: 004008
UTILITY PLAN
3RET NUMBER:
C-5
'OMMENTS:
J
- - - -

ACCESSIBLE
PARKING SIGNAGE NOTES:
1.
ALL LETTERS ARE TO BE PER THE LATEST EDITION OF THE MUTCD.
SAWCUT JOINT - FILL
2.
TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE)
o
WITH SELF LEVELING
BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER.
ELASTOMERIC SEALANT
3.
BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE)
WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER.
4.
FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE)
NOTE: SEE SPECIFICATIONS FOR
WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. CONTRACTOR
SPACING REQUIREMENTS
SHALL VERIFY FINE AMOUNT AND ORDINANCE NUMBER.
TYPICAL CONTROL JOINT
STANDARD STATEAPPROVED
5.
ONE (1) SIGN REQUIRED FOR EACH ACCESSIBLE PARKING SPACE.
HANDICAPPEDSIGNAGEINSTALLED
ON A METAL COLUMN AT THE
6.
INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF
PROPER HEIGHT REQUIRED.
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. (MUTCD)
1 3/8"
I 1
7.
SIGN MAY BE MOUNTED ON BUILDING/WALL, AT PROPER HEIGHT, IF ALIGNED
WITHIN 12" OF CENTER OF PARKING SPACE.
1 -0"
PROVIDE ADDITIONAL SIGNAGE
04
PAVEMENT GENERAL NOTES:
1. PAVEMENT SECTION MUST MEET THE CRITERIA GIVEN IN THE SITE GEOTECHNICAL REPORT. ALL PAVEMENT
MATERIALS SHALL BE IN ACCORDANCE WITH THE STANDARD AND SPECIFICATIONS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION.
2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO
PLACEMENT
OF BASE MATERIAL. WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE, THEY SHALL BE REMOVED AND
REPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS.
3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BY THE
GEOTECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEEL REINFORCED. REINFORCEMENT TYPE
SHALL BE PRIOR APPROVED BY DOLLAR GENERAL.
4. CONCRETE PAVEMENT PLAN SHAD- BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL ALL JOINTS
MUST BE
SEALED WITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BE USED AT JOINTS. REFER TO ACI 33OR
(GUIDE
FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGN AND LAYOUT.
n
LLJ
W
ry
0
F—
J
Q
0
Q
F—
Z
Ljj
Q
CL
W
F—
LLJ
Of
Z
0
U
STANDARD DUTY ASPHALT DETAIL
SCALE: NOT TO SCALE
HEAVY DUTY ASPHALT DETAIL
SCALE: NOT TO SCALE
STANDARD DUTY CONCRETE DETAIL
SCALE NOT TO SCALE
HEAVY DUTY CONCRETE DETAIL
SCALE: NOT TO SCALE
1 PAVEMENT DETAILS
C-6 NOT TO SCALE
1 1/2" ASPHALT WEARING COURSE
1 1 /2" ASPHALT BINDER COURSE
6" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
2" ASPHALT WEARING COURSE
2" ASPHALT BINDER COURSE
B" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
REINFORCING AS RECOMMENDED
BY GEOTECHNICAL CONSULTANT
(RE: NOTE 3 ABOVE)
5' 3,000 PSI CONCRETE
4' COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
REINFORCING AS RECOMMENDED
BY GEOTECHNICAL CONSULTANT
(RE: NOTE 3 ABOVE)
6' 3,000 PSI REINFORCED CONCRETE
6' COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
S Al 1 55' 0
ACCESS AISLE
BELOW THE HANDICAPPED SIGN AS
REQUIRED PER REGULATIONS.
Z
6" DIAMETER BOLLARD
v
BOLT SIGNS TO GALVANIZED METAL
o
PIPE COLUMN.
r
'a
CONCRETE BOLLARD
PAINTED YELLOW
CONCRETE SURROUND
AROUND PIPE COLUMN.
V-6_
MIN.
2 HANDICAP PARKING SIGN DETAIL
-6 1 NOT TO SCALE
S/O�Cvi�� cn, � yen
M1qwhh1h6mA1
\z
i
N
iREENSTREAK PAVING CAP SEAL
'ROFILE #610 - SEE SPECIFICATIONS
FOR ADDITIONAL INFORMATION.
5 CONCRETE JOINTS
C-6 NOT TO SCALE
6'-0"
CONTRACTOR TO
COORDINATE EXACT
REBAR HOLE SIZES
AND LOCATIONS
WITH WHEEL STOP
MANUFACTURER.
3/4" - 1" DIA. HOLE
18" #3 REBAR. FILL HOLE WITH SLURRY —
MIX OF NON-SHRI*, GROUT AFTER
RD
PAINTED
REBAR INSTALLATION.
SLOPE
g WHEEL STOP
-
BOLLARD
moo°
—6 NOT TO SCALE
WITH H.C.
y�y
PARKING SIGN
• CANOPY REMOVED FOR CLARITY
� HANDICAP PARKING, ACCESS
3 1 RAMP AND ACCESS AISLE DETAILS
-61 NOT TO SCALE
SITE ACCESSIBILITY DETAIL NOTES:
1. REFER TO SITE PLAN FOR EXACT LOCATION OF HANDICAP PARKING, WALKWAYS AND RAMPS.
2. ALL WALKWAYS, RAMPS, AND HANDICAP PARKING SIGNAGE, ETC. SHALL MEET APPROVED AMERICANS WITH DISABILITIES ACT (ADA)
STANDARDS AND LOCAL ACCESSIBILITY CODE.
3. ONE OUT OF EVERY EIGHT (8) ACCESSIBLE PARKING SPACES, BUT NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
4. ALL CONCRETE ACCESSIBLE RAMPS (3000 PSI) SURFACES SHALL HAVE COLORED TOOLED/SERRATED SUP RESISTAND SURFACING
AND/OR TACTILE WARNING DEVICE PER ADA STANDARDS AND LOCAL ACCESSABILITY CODE.
5. ALL CONCRETE ACCESSIBLE RAMPS SHALL BE COLOR IMPREGNATED TO PROVIDE VISUAL CONTRAST (DARK TO LIGHT) WITH ADJOINING
CONCRETE SURFACES (MINIMUM 70X COLOR CONTRAST).
6. THE MATERIAL USED TO PROVIDE COLOR CONTRAST IN CONCRETE ACCESSIBILE RAMPS SHALL BE AN INTEGRAL (PERMANENT) PART OF
THE CONCRETE AND SHALL NOT BE PAINTED ON OR CAPABLE OF FADING OR WEARING OFF.
7. FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACESSIBILITY AISLE SHALL NOT EXCEED 1:50 SLOPE IN ANY DIRECTION.
2V-O" _
H.C. /SHOPPING CART RAMP TOE
CENTERED ABOUT THE FRONT D04
1:10 M
BOU
PARKING
PAINTEI
HANDICAP PARKING DETAIL
4 L
C-6 NOT TO SCALE
COLORED TOOLED/SERRATED
SLIP RESISTANT SURFACING
AND/OR TACTILE WARNING
DEVICE AS REQUIRED BY
AMERICAN WITH DISABILITIES
ACT ACCESSIBILITY GUIDELINES
AND CODE REQUIREMENTS
1:10 MAX. SLOPE PAINTED YELLOW
BOLLARD WITH HANDICAP PARKING
SIGN, AS REQUIRED.
4' PAINTED STRIPES - HC BLUE
COLOR ® 24" O.C. AT 45 DEGREES
4" PARKING SPACE STRIPE.
BLUE COLOR.
STANDARD HANDICAP PARKING
SYMBOL PAINTED ON PAVB41ENT.
BLUE COLOR.
ALL HANDICAPPED RAMP AND ACCESS AISLES
SHALL MEET ALL CODES AND ADAAG
REGULATIONS.
aenury i
6X6 - 10/10 WWF
4" CONC. SIDEWALK
COMPACTED SUBGRADE {I
(REFER TO GEOTECHNICAL-I ai_T
REPORT) _ -
#4 CONTINUOUS STEEL
REBAR (TOP AND BOTTOM) i IT. , t�1 ice.
9'-0" (MIN) WIDE
TURN -DOWN STYLE
CONCRETE SIDEWALK IN
FRONT OF BUILDING -
SLOPE AWAY FROM
BUILDING.
r'I`s
-11
FACE OF
1" RAD.
4SPHALT PAVEMENT
CURB EDGE CONCRETE SIDEWALK
NOT TO SCALE
INSTALL A GROOVE 6" FROM FACE OF
CONCRETE SIDEWALK
g SIDEWALK DETAIL
C-6 NOT TO SCALE
4SPHALT PAVEMENT
COMPACTED STONE
BASE
COMPACTED SUB BASE
PAVEMENT
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
[phone]
SEAL:
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OWER/DEVELOPER:
GLANDON FOREST EQUITY.$
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2600
919-459-2604 fx
REVISIONS:
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAIMG BY:
MEL
DATE:
6/12/09
JOB NUMBER:
004008
TITLE:
CONSTRUCTION
DETAILS
SHM NUMBER:
C-6
COMMENTS:
i z,

A
B
8' DIA.
STL. CONC.
FILLED
GATE POST
L2"x 2'x 1/4'
FRAME AND CROSS
BRACE
1x6' TREATED
GATE HINGE
FENCING
° 'u d
• e.
p a
a
a p u
• .4
51 `3
d -y
-. as aj • ..
a ¢
e Q°
DOUBLE DUMPSTER LAYOUT DETAIL
A
B
2" x 4" HORIZONTAL BEAM
40x4" END POST
6" DIA. STL. CONC.
FILLED GATE POST
GATES
18'x18' CONCRETE PAD
(HEAVY DUTY CONCRETE)
1. ALL LUMBER TO BE PRESSURE TREATED. FENCE AND CONCRETE
2. WOOD FENCE TO BE PAINTED OR STAINED TO MATCH BUILDING.
SECTION A -A - FENCE SECTION
2 1/4I [72'*11/4* (TYP) _ [—STEEL HIN - r 1. 2 1/4"___1
2x4 CROSS BRACE (TYP)
SLEEVES 6'
`- 6" DIA. STL.
CONC. FILLED
GATE POST
SECTION B-B - DOUBLE GATE
1 DOUBLE DUMPSTER DETAILS
C-7 NOT TO SCALE
STEEL HINGE
2x4 TREATED WD.
DOOR FRAMING /
BRACING AS SHOWN
6` DIA. STL. CONC.
FILLED GATE POST
GATE HINGES
ANCHORED TO POST
AND FASTENED TO
DOOR BRACE.
EACH POST
CRETE
UNE 1
OR
POSTS
BACKFILL TO TOP OF CURB a
n
12"-18' 60.coASPHALT VERIFY
PARKING LOT I
N
io
CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI
IN 28. CONFIRM WITH GEOGRAPHICAL LOCATION OF THIS
PARTICULAR PROJECT.
2 CURB/GUTTER DETAIL
C-7 NOT TO SCALE
NOTE,
SET BOLLARD INTO CONCRETE FOOTER AS SHOWN. POUR
CONCRETE SIDEWALK TO BOLLARD.
CONCRETE WASH DOME - PROVIDE SMOOTH,
ROUND SURFACE
4" PIPE - CONCRETE FILLED. REFER TO
PLANS FOR SIZE AND LOCATION. PAINT
OSHA SAFETY YELLOW. o
SLOPE SURFACE AWAY FROM PIPE TO 1/2' v
PRE -MOLDED EXPANSION JOINT (TYP.)�
ASHPHALT (OR) CONC. PAVINGI-
fi=� . IIL, I
STEEL PIPE EMBEDDED IN CONCRETE
FOOTING.
V-4.
�3 TYPICAL BOLLARD DETAIL
C-7 / NOT TO SCALE
4 TIMES POST DIA.
CHAIN LINK FENCE AND GATE DETAIL
NOT TO SCALE
S'_A" UAY
NOTE:
1. WORDS AND ARROWS FOR DRIVEWAYS S LL
BE APPLIED ACCORDING Go TO ggRETpFUIREMEN
MMAN ,LABTUnm UNIFORMTITNAFFICCCONTRO
DEVICESFOR STREETSAND HIGHWAYS o
2. THESE WORDS AND ARROWS ARE TO B&
PAINTED REFLECTIVE WHITE.
hm
4 PAVEMENT MARKINGS
C-7 NOT TO SCALE
3'-0' � 6"
3'
,4.
6 h
12"
•
a1 '
COMPACTED SUBGRADE '
'NOTE: 1. ALL CONCRETE TO BE 31600 PSI IN 28 DAYS.
5 CONCRETE FLUB.'::
C-7 NOT TO SCALE
g STOP SIGN DETAIL
C-7 NOT TO SCALE
INIUM
ow
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
[phone]
SEAL:
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01IM DEVELOPER:
GLANDON FOREST EQUITC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2600
919-459-2604 fx
REVISIONS:
LAYOUT COORD:
MEL
PLANNING MGR,
MEL
DRAWING BY:
MEL
DATE:
6/12/09
JOB NUMBER:
004008
Tm:
CONSTRUCTION
DETAILS
SHEET NUMBER:
C-7
COMMENTS:

�i RIP RAP {SEE SECTION THRU BASIN BUT SUFFICIENT TO KEEP
I' WQtAGE ARE
SEDIMENT STORAGE
AREAS TO BE DISTURBED
(\
(CUT, FILL, ETC.) /FLOOD STORAGE ZONE RIP RAP 1' 2't HEADWALL
PIPE
FLOW 1 4='. _r INVERT
FLOW—
-I CLA
MAXIMUM SEDIMENT DEPTH SS i RIP -RAP
(CLEAN OUT POINT) #5 WASHED STONE
HORSESHOE INLET PROTECTION
NOT TO SCALE
PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE
DOWN.
BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12"
(30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF
STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACK FILL AND COMPACT THE
TRENCH AFTEP STAPLING. APPLY SEED TO PREPARED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF THE BLANKET
BACK OVER SEED AND SOU.. SECURE BLANKET OVER SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXMATELY 12"
(30cm) APART ACROSS THE WIDTH OF THE BLANKET.
ROLL THE BLANKETS DOWN ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH THE APPROPRIATE SIDE AGAINST THE SOIL
SURFACE, ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE
LOCATIONS AS SHOWN IN THE STAPLE PATTERN
GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE CJLORED DOTS
CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING ON
BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.
CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN
APPROXIMATE 3' (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS
ENTIRE BLANKET WIDTH.
EROSION CONTROL BLANKETS SHALL BE INSTALLED FOLLOWING MANUFACTURERS SPECIFICATIONS.
NOTE, IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE
NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
g� SLOPE PROTECTION BLANKET DETAIL
NOT TO SCALE
10 SLOPE TRACKING DETAIL
C-8 NOT TO SCALE
USE DOZER TRACKS TO CREATE GROOVES
PERPENDICULAR TO THE SLOPE.
GROOVES WILL CATCH SEED, FERnUZER
MULCH, RAINFALL AND DECREASE
SEDIMENT IN RUNOFF.
MINIMUM
GAUGE LINE WIR
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE TOP OF
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED EVEa
BEFORE ENTERING THE PUBLIC ROAD. THE WA
3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE WILL
REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN STONE AND
REPLACEMENT WITH FRESH STONE.
AIN. 1 15' MIN.
\-FABRIC UNDER STONE
CROSS SECTION
4 CONSTRUCTION ENTRANCE
C-8 NOT TO SCALE
W-0" MAXIMUM
FRONT VIEW
N41E:
I. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT
EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED
FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO PROVIDE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REMOVE
PRESSURE ON THE SILT FENCE.
5 SILT FENCE
C-8 NOT TO SCALE
CONCRETE BLOCK
•� I 1 i ti18�-"
• a e " e • , � •'.t L, a
MEN
SEDIMENT
TEMPORARY INLET PROTECTION
C-8 NOT TO SCALE
HUB END ON OUTLET
END SECTIONS.
END ON INLET END
SECTIONS.
X
P
y
I=,R
NI IIIIIN2E
NEW CONSTRUCTION
s 112" MIN.
a •
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I
FRONT NEW
BURY WIRE FENCE AND HARDWARE CLOTH BOTTOM OF WIRE FENCE AND
STEEL FENCE BURY WIRE FENCE, FILTER FABRIC BURIED S'
POST FILTER FABRIC, VERTICALLY AND 4"
SET MAX 2' AND HARDWARE 14ORIZONTALLY IN EXCAVATED
,PART CLOTH IN TRENCH SECTION VIEW TRENCH
MIN. le INTO
SOLID
caouNo
3 SILT FENCE OUTLET
C-8 NOT TO SCALE
EARLY SUMMER SEASON STEEP SLOPES
SEEDING
MIXTURE
40 W om of Gorman mast
tp M/oon of tam taro
120 bb//aen Rya (graln)
so M/eon tog room
May 1 -spud 15
October 25 - Deaserdsr 30
SEEDING
Rarmigi e R growth is not it* adequate.
Bs � -a
DATES
�Dwenber m' .
VA/a;rs of
aan dray or equNasnt
Applir 4000 On/an stow w aquNalent
SUDNG
Apply &M and fordaar par sea beds, w 2000
Apply amm WW breaker Par Wit brat, w 2000
AMEMmYFMS
Its/eon gn edwo oast 760 M/ean 10-10-10
fWker.
am/aan gmato m and 730 am/aon 10-10-10
brfpksr.
Tb?S2RARY SEEDING SCHEDULE
auGE GENTLE SLOPES
POST
_ _N WIRE FABRIC
-SILT FENCE FABRIC
i-FILL SLOPE
STEEP SLOPES
SEEDINGIDo
MWTURE
M/amof ma %am
Mors tag feeoue
(off Sericso �)60
after August
10 be/acre Kobe bweduc
FAIL• August 25 - Octobr
FALLAugust 26 - October IS
Lora Ndr. February 15 - AW 15
lob Vridr: Febrary 15 - Apra 15
SEEDING
To exbnd spring saedhp Into Juno, odd
To extend spring anding Into June, odd
DAIES
15 grr/aan hupw Brmudograa
15 In/am huged Brnxgoprma
Owraeedhp of Kobe Irpedno awr fall-
Orrsaedhq of Kobe Wpedeso over flag aeedsd
seam tag Fearm Is wry siboeM.
Boa feaaus Is wry eNAxitM.
SEDg4G
Appy Mm and faffirsr per soa Wake, or 4000
Ap* Arm *W fwtMw pareog tads, w 4000
AMI>tl>MENIS
no/mm amesMan ne d 1000 M/ass 10-10-t0
frtlhar.
M/e Strum and 1000 60/0rs lo-lo-io
Fertahr.
NOTE 1
GRADE 010nd Cowr--Pnateaba Dour must be adebgshed on GN lotus ever *1"M 21 cdrmw days agar
Fend daWrNng OcOft Is ewr~ w Sus trnprody cease&
2" MIN. ANCHOR NOTE 2
' SKIRT Groded sspr end fls--Rdastlw moor must be a0obwhea m aU Wasted
a Phase of rGen Is aampNto w has trmporu* dopes and flan Patin 21 oasmlr days ofGr BOTTOM OF WIRE FENCE AND
FILTER FABRIC BURIED �R NENTi;SEEDING SCHEDULE
VERTICALLY AND 4" HORIZONTALLY
IN EXCAVATED TRENCH
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE ON
THE BOTTOM ROW TO ALLOW POOL DRAINAGE. THE FOUNDATION
SHOULD BE EXCAVATED AT LEAST 2 INCH BELOW THE CREST OF THE
STORM DRAIN. PLACE THE BOTTOM kOW OF THE BLOCK AGAINST THE
EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID
WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL
SUPPORT TO SUBSEQUENT ROWS BY PLACING 2x4 WOOD STUDS
THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH
1/2-INCH OPENING OVER ALL BL:,'K OPENING TO HOLD GRAVEL IN
PLACE.
3. USE CLEAN GRAVEL,3/4-TO 1/2-INCH IN DIAMETER, PLACED 2
INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER
AND SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED STONE IS
RECOMMENDED.
MAINTENANCE SPECIFICATIONS
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY
DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR
SUBSEQUENT RAINS. TAKE CARE NO' TO DAMAGE OR UNDERCUT THE
WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
NOTE TO CONTRACTOR
REFER TO EROSION CONTROL PLAN SHEETS FOR
SPECIFIC RIP RAP APRON DIMENSIONS AND SIZE
REQUIREMENTS.
NATURAL GRADE
STEEL HACK ROD-•� ��������� �
4- #5 WASHED STONE
PLAN 1' MI LAYER OF FILTER FABRIC
NOTES
RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR
CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN
TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING
CHANNEL. THE AREA TO BE PAVED OR RIP -RAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE
APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
MAXIMUM TAPER TO RECEIVING CHANNEL 5:1.
THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING
CHANNEL.
ALL SUBGRADE STRUCTURE TO BE COMPACTED TO 957 OR GREATER.
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE
ALLOWED.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
7 RIP -RAP APRON
C-8 NOT TO SCALE
CROSS SECTION
SUPPORTROPE SUPPORTPOST
TO WIRE TO 24" INTRO BOTTY,M
PREVENT SAGGPIO OR SIDE
COI& MESH OR S1A
TRENCHED INTO
NOTE TO CONTRACTOR
REFER TO EROSION CONTROL PLAN SHEETS FOR
SPECIFIC SEDIMENT TRAP DIMENSIONS AND SIZE
REQUIREMENTS.
STAKE TO
SUPPORT WE
DESIGN SETTLED
ILUSES:
I. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A
SEDIMENT CONTROL MEASURE OR BHP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE -HAP FULL
3. DITCH SHALT- BE RECONSTRUCTED WHEN DAMAGED BY EOUIPMENT OR COVERED BY
FILL
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC,
AND/OR EROSION CONTROL NETTING.
at0ss sEc1RUNA uc,a
2 TEMPORARY DIVERSION DITCH
C-8 NOT TO SCALE
SEEDBED PREPARATION•
I. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE NOIIES DEEP OVER Awfim SOIL
CONDIITONS, IF AVAL49M
2. RIP THE ENTIRE AREA TO SOX INCITES DEEP.
3. REWVE ALL LOOSE ROCK, ROM AND OTHER OESrRUCIX)N% LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4, APPLY AGRICULTURAL ENE, FERTLIZER, AND stove mosis1a11E UNIFORMLY me MIX WITH
SOIL (SEE SEEDING MMNRIE).
5. 'XININUE TILLAGE UNTIL A WELL-PULVER®. FmK REASONABLY UNIFORM SEEDBED IS
PREPARED FOUR TO SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LWTNILY WITH SEEDING
MUIPLIENT OR XXA.TI mx AFTER SEEDING.
7. MIXON MmEOAIMY AFTER SEEDING AHD AHCNOR MagUm
0. INSPECT ALL SEEDED AREAS AND MAKE NECES5AMf REPAIRS OR RESEWM WREN THE
°IANTING SEASON. IF PCSSBLL W SMV SHOULD BE MORE THAN WX DAMAGED.
.X-ESTABUSI FOLLCMNG TM E ORIGINAL UME. FERIA M AND SEEDING RATES.
B. OOHSULT SOEC ENVIRONMENTAL ENGINEERS ON MANT84 M M TlffATMENT AND FERTIAATTON
AFTER PERMANENT OVVER S ESTABLSHED,
12" MIN OF NCDOT
OR 157 WiLHED S
3600 CU FT / ACRE
21" MIN.
H
i
CROSS—SECTION
L-10•
T� 1.5' MIN.
5• MAX
\ FILTER
FABRIC
6' FOR
EMERGENCY
BY-PASS6•9
�y+`
BELOV
lSETTLED TOP
7NATURAL
,�, '0e�, OF DAM
NOTE.
GROUND
1.
BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
FILTER FABRIC X-7' MIN.'
2.
MUSING OST OF THE SEDIMENT WILL ACCUMCHING ULATE IN SILTHEE FENCE.
BAY,
N N
P� VIEW
WHICH SHOULD BE READILY ACCESSIBLE FOR MAWTENANC£.
3.
PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 AOtES.
4.
BAFFLE SHALL BE 700 GIM2 ODIR EROSION SLANKET.
GENERAL NOTFSj
5.
TOPS OF BAFFLES SHOULD BE 21NCHES LOWER THAN THE TOP OF THE BERMS
6.
INSPECT BAFFLES FOR REPAIR ONO: A WEEK AND AFTER EACH RADNFALL
EMBANKMENT SHALL E ]FARED, GRUBBED, AND STRIPPED OF ANY VEGETATION
AREA UNDEOOL R
Q D AND R400T MAT.
'-
THE FILL MATERIAL FOR THE EMBANKS NT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL
AS OVERSIZED STONES, ROCKS ORGAIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL
BE COMPACTED BY TRAVERSING WITFEQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE
CONSTRUCTED THROUGH FILL SECIIOIS.
SEDIMENT SHALL BE REMOVED AND TAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED
TO ONE-HALF THE DESIGN DEPTH OF 11E TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH
A MANNER THAT IT WILL NOT ERODE.
THE TRAP SHALL BE INSPECTED AFTEF EACH RAIN AND REPAIRS MADE AS NECESSARY.
CONSTRUCTION OPERATION SHALL BECARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
ALL CUT AND FILL SLOPES SHALL BE 2: OR RATTER.
INLET ZONE
1st GeV 2nd Cea
OUTLET
25% of basin 25% of basin
basin surface area
surface area surface area
basin suface area
PLAN VIEW
FENCE AND FABRIC
BURIED IN
H
�STEf
6'X6-TRENCH•
BACKFILLEDAND
1
COMPACTED
SECTION VIEW AT OPENING
1
SEDIMENT BASIN
C-8
NOT TO
SCALE
STORAGE AREA IS SHOWN AS RECTANILAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE
PROVIDED THE MINIMUM STORAGE VGUME REpUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE
FLIER ANDTHE MAIN FLOW OF WATBi AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASBV DIMENSIONS.
W2 �� � � OF D E E VOLUME PFiI DENUDED ACRE. RECOMMENDED STORAGE IS 3800 Q1BIC
THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
WHENEVER TOPOGRAPHY ALLOWS, TH BASIN LENGTH SHOULD BE TWICE (2X� THE BASIN WIDTH, M ALLOW FOR SETTLING.
BAFFLE SHOULD BE PROVIDED N THI BASIN WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH.
CLEAN OUT STAKE SHALL BE PLACED N ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL
BE MARKED SHOWING THE HALF FULL, CLEAN OUT POINT, OF THE BASIN.
SAFETY FENCING V HIGH SHOULD BE RACED AROUND ALL SEDIMENT BASINS.
FOR DESIGN OF RISER TYPE SEDIMENTUSINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
HEALTH, AND NATURAL RESOURCES, ER)STON AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
ACCUMULATED SEDIMENT SHALL BE RBIOVED WHEN THE SEDIMENT VOLUME STORED REDUCES THE TOTAL. BASIN STORAGE
VOLUME TO CNE-HALF THE ORIGINAL fAPACITY. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH
A MANNER THAT IT WILL NOT ERODE.
THE BASIN SHALL BE INSPE47M AFTER EACH RAIN MADE AS NECESSARY.
ALL CUT AND FBI SLOPES SHALL BE 2:1 OR FLATTER,
EMBANKMENTS SHALL BE SEEDED OR OTHERWISE SIABLO D IMMEDIATELY UPON COMPLETION.
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
[phone]
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OWNER/DEVELOPER:
GLANDON FOREST EQUIM
3900 Merton Drive
Suite 210
Raleigh, NC 27609
1919-459-2600
919-459-2604 fx
REVISIONS:
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAWING BY:
Mn
DATE:
6/12/09
JOB NUMBER:
004008
TITLE:
CONSTRUCTION
DETAILS
SHEET NUMBER:
C-8
COMMENTS:

CONSTRUCTION SEQUENCE
FOR WET DETENTION POND:
1. INSTALL EROSION CONTROLS.
2. CONSTRUCT DAM BASE AND AREAS BELOW THE
NORMAL POOL CONSTRUCTION TO BE PERFORMED
UNDER THE INSPECTION OF THE GEOTECHNICAL
ENGINEER. SEED UPON COMPLETION.
3. INSTALL OUTLET PIPE, RIP -RAP APRON AND
STONE FILTER RING.
4. CONSTRUCT OUTLET STRUCTURE.
5. REMOVE ACCUMULATED SEDIMENT AND
SEED UPON COMPLETION.
APPROXIMATE SIZE
EXCAVATE AND BACKFILL
WITH COMPACTED
STRUCTURAL FILL AS
DIRECTED BY GEOTECHNICAL.
ENGINEER
SPACING
SIZE
SOFT RUSH
12' O.C.
PEAT POT
SOUTHERN BLUE FLAG IRIS
24' O.C.
KAT POT
SQUARE -STEM SPIKERUSH
12' O.C.
PEAT PDT
DUCK POTATO
4' O.C.
PEAT PDT
JOE-PYE WEED
_
12' O.C.
2EAT POT
J W.1 m a I e:: 1 Xrj al : Le., 0 1 a1 El 111
ABLE TRASH RACK,.,.'..
OPENINGS FROM 1/2' ALUM.
8'X8`Xt'X12• LONG ANGLE (6 TOT. REQUIRED) TO
ANCHOR RISER TO BASE. PROVIDE 2-3/4• A307
BOLTS FROM ANGLE TO RISER AND 2-A307 'J'
HOOKS 3/4' DIA. X 12' LONG FROM ANGLE TO
BASE. ANGLE TO BE FIELD COATED WITH ZINC RICH
PAINT AFTER CONSTRUCTION. "J' HOOKS TO BE
PLACED UNDER LOWER REINFORCING STEEL I �-- 6'x6'x2' CONC. BASE REINFORCE WITH /4 BARS AT
12" O.C. TOP AND BOTTOM OF EACH DIRECTION
PROVIDE 3' MIN. CLEARANCE BETWEEN EDGE OF
CONC. AND STEEL REINFORCING.
QQ QQ
STONE
STRUCTURE
(cfaO
E
L
P
DIA
THICKNESS
STONE
VEL
REMARKS
POND OUTFACE
2.8
3.8'
7.3'
8.8'
t5'
??'
CTASS B
2.0
MAY. TAILWAOER
STORMWATER MANAGEMENT SYSTEM DETAILS
DAM ELEVATION-71.8
STORM ELEVATION-70.8
FOREBAY AT 0.51C MIN
2-t/4 2-t/2 3/4' DIA. A307
BOLTS (4 PER PLATE REO'D)
W/WASHER & LOCKING NUT
12'02'x3/4-�
PLATE 12-
y1� 6'
12'
HOLE LOCATION
ANCHOR PLATE FOR ANCHOR BOLTS
I REBAR O 12. OC
FRONT & REAR FACE
COLLAR. REBAR TO
NE 3` MIN. CONC COVER
IOM EDGE OR FACE OF COLLAR
NOTES:
1. ALL CONCRETE TO BE 3000 PSI
NON -FLY ASH
2. APPLY 1/2' THICK WRAP OF
ASPHALTIC CEMENT AROUND
DISCHARGE PIPE 6` BEYOND
PLANNED SEPPAGE COLLAR
ON BOTH SIDES.
3. APPLY ADDITIONAL ASPHALTIC
CEMENT AT PIPE/SEEPAGE
COLLAR INTERFACE ON
UPSTREAM FACES.
4. TO BE FIELD INSPECED BY
BY GEOTECHNICAL ENGINEER.
ASPHALTIC CEMENT TO MEET
OR EXCEED FEDERAL
SPECIFICATION SS-153
TYPE 1: ASTM-D-2822-75
TYPE 1.
lop
A))
� WfiR E2n.-
TRASH RACK NOT SHOWN FOR CLARITY
(2) 24' WIDE x 5' TALL OPENINGS REQUIRED
FOREBAY TOP - 70.4
TOP WIDTH - 3Fr
OPERATION AND MAINTENANCE
North Carolina stormwater rules require annual inspeHions by the regulating agency of wet detention
ponds as a minimum. More frequent inspections by the land owner or pond operator ore strongly
encouraged to ensure the proper operation of a wet detention pond. North Carolina Department of
Environment and Natural Resources can require more frequent inspections. All North Corolino Department
of Environment and Natural Resources codes shall be consulted.
Refer to the Operation and Maintenance that has been recorded for this development for additional
requirements regarding this wet detention system.
A Rainfall Event
1. Inspect the basin after every runoff -producing rainfall event.
2. Remove debris from the trash rack, inlet pipes and outlet pipes.
3. Check and clear the orifice of any obstructions.
S. Monthly Inspection
1. Inspect the basin monthly
2. Remove debris from the trash rock, inlet pipes and outlet pipes.
3. Check and clear the orifice of any obstnctions.
4. Check the pond side slopes; remove trash and repair eroded areas before the next rainfall
event.
5. Check the vegetative and rock fitters for sediment accumulation, erosion and proper operation
of the flow spreader mechanism and repair as necessary.
C. Quarterly Inspection
1. Inspect the collection system (i.e. catch basin, pipes and grass swales) for proper functioning.
Clear accumulated trash from basin grates and basin bottoms. Check piping for obstructions.
2. Check pond inlet pipes for undercutting, replace riprap and repair broken pipes.
3. Reseed grossed awales, including the valotated filter R applicable, twice a year as necessary.
Repair eroded areas immediately.
D. Six Month Inspection
1. Remove accumulated sediment from the bottom of the outlet structure or other areas where
accumulated sediment is noted.
2. Check the pond depth at various point: in the pond. If the depth is reduced to 75% of
the originoi design depth, sediment is to as removed to at least the original design depth.
3. Operate any valves or mechanical components to verify they are in working order.
4. Inspect the embankment taking note of any wet areas where water may be seeping through
the soil. Contact the Town Engineering Department if seepage is noted.
5. Remove deposited sediment along vegetated fitter strip and concrete level spreader, especially
from the upstream edge, to maintain orignal contours and grading. Repair channels that form
and regrade the fitter strip to ensure that the runoff flows evenly in a thin sheet over the
concrete level spreader. Repair concrete avel spreader oa necessary and reseed and regrade
the filter strip to maintain a dense growth of vegetation.
E. General inspection
1. Mow the side slopes, not including nomolly submerged vegetated shelf, according to the
season. Maximum grass height is to be 6n.
2. Cattails and other indigenous wetland Ponta are encouraged along the perimeter, however,
they must be removed when they cover tie entire surface area of the pond.
3. No woody vegetation shall be allowed tL grow on the embankment without special design
provisions.
4. Debris shall be removed from blocking the inlet and outlet structures and from areas of
potential clogging.
5. Periodic removal of dead vegetation shell be accomplished.
& The orifice is designed to draw down too pond in 2-5 days. If draw down is not
accomplished in that time, the system must be clogged. The source of the clogging must be
found and eliminated.
7. All components of the detention pond system must be kept in good working order.
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
[phone]
SEAL:
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GLANDON FOREST EQUITY H, LLC
3900 Merton Drive
Suite 210
Raleigh. NC 27609
fx
REVISIONS:
7/27/09 REMOVED VEGETATIVE FILTER
STRIP
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 6/12/09
JOB NUMBER: 004008
Tu. STORMWATER
MANAGEMENT
DETAILS
COMM: