SW8120507_APPROVED PLANS_20120525

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 12 0 5 0-1
DOC TYPE
❑ CURRENT PERMIT
ly APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2-0 VI O 5 25
YYYYMMDD

DEVELOPMENT NAME:
STREET ADDRESS:
PROPERTY IDENTIFICATION # (PIN):
ZONING DISTRICT(S):
OVERLAY DISTRICT:
TOTAL SITE ACRES:
INSIDE TOWN LIMITS:
EXISTING USE:
PROPOSED BUILDING USE:
PROPOSED TOTAL BUILDING AREA:
MAX. BUILDING HEIGHT:
MIN LOT AREA:
MIN LOT WIDTH:
BUILDING SETBACKS:
FRONT:
SIDE:
SIDE:
REAR:
ADVANCE AUTO PARTS
US HIGHWAY 17 & HEADWATERS DRIVE
HAMPSTEAD, NORTH CAROLINA
PENDER COUNTY
3282-86-3055-0000
GB GENERAL BUSINESS
NONE
58,483 SF (1.342AC) PROPOSED
YES
VACANT
RETAIL SALES
6,895 SF
40 FT (ONE—STORY)
15,000 SF
80 FT
25 FT
25 FT (HEADWATERS DRIVE)
10 FT
10 FT
i
• ff�- • ' FAR
US Highway 17
Pender
North
& Headwaters Drive
County
Carolina
IIWTMM�61 11MMION,
Advance Auto Parts
HARTZOG HOLDINGS, LLC
109 STILL WILD LANE
ELGIN, SC 29045
803-361-6`718
[e-mail]
CIVIL ENGINEER
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE#P-0619
TRIANGLE
SITE DESIGN
Know what's below.
Call before you dig.
r ® �
BEFORE YOU aG
STO P
CALL 1 8DO 632-4949
N.C. ONE -CALL CENTER
VICINITY MAP
NOT TO SCALE
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SHEET # ( DESCRIPTION
CS
COVER SHEET
C-1
SITE PLAN
C-2
SITE DETAILS
C-3
SITE DETAILS
C-4
DEMOLITION PLAN
C- 5
GRADING & DRAINAGE PLAN
C-6
SEDIMENTATION & EROSION CONTROL PLAN
C-
7
SEDIMENTATION & EROSION CONTROL PLAN
C-0-
CONSTRUCTION DETAILS
C-
STORMWATER MANAGEMENT DETAILS
U-1
UTILITY PLAN
U-2
UTILITY PLAN
L-1
LANDSCAPE PLAN
REVISIONS
0
AS
NORTH CAROUNA ENVIRONMENTAL
®
MANAGEMENT COMMISSION
0
DIVISION OF
S
0
NO.
DATE
DESCRIPTION
This document, together with the concepts and designs �..�` CAJ?•'.,
presented herein, as an instrument of services, is intended �.•'t�•C QL''.,
only for the specific purpose and client for which it was .`p4: FESSiO•;lrf,
prepared. Reuse of and improper reliance on this
document without written authorization and adaptation by SEAL
Triangle Site Design, PLLC shall be without liability to 17-12
2443
Triangle Site Design, PLLC.
SHEET:''•,..all
C- S SEAL: �/ f
DATE: I JOB NUMBER:
Auto Parts ., ,.
May 17, 2012 1 000016

SITE GENERAL NOTES:
1. A 'COMING SOON' SIGN MUST BE INSTALLED AS SOON AS POSSIBLE BEFORE
CONSTRUCTION AND MUST BE REMOVED DURING THE WEEK OF STORE / �,� /`1
MERCHANDISING. REFER TO DETAIL 9/C2 It a\\'
2. THE CONTRACTOR IS TO STAKE THE LOCATION OF THE PYLON SIGN AND NOTIFY \� 40PADVANCE AUTO PARTS
POSSIBLE INSTALLATION CONSTRUCTION
O 5MUCTION PROJECT MANAGER FOR THE EARLIEST / �4//
3. PARKING LOT GRADING SHALL NOT EXCEED 5% MAX. CROSS SLOPE.
4. PARKING SPACES ARE TO BE 10' X 20' UNLESS OTHERWISE NOTED. \ / /4p
5. ALL ABANDONED ENTRANCES/EXITS ARE TO BE REMOVED.
6. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR SETUP AND COSTS OF ALL SQ
TEMPORARY UTILITY SERVICES (INCLUDING TEMPORARY POWER) UNTIL THE
PROJECT IS TURNED OVER TO AND ACCEPTED BY AOVANCE AUTO PARTS.
7. THE CONTRACTOR IS TO PRESSURE WASH ALL PAVED AREAS AND SIDEWALKS
THE MORNING PRIOR TO STORE OPENING.
8. THE CONTRACTOR SHALL FURNISH AND INSTALL A MAILBOX ON SITE. THE
MAILBOX TYPE, LOCATION, AND INSTALLATION SHALL COMPLY WITH THE LOCAL
U.S. POST OFFICE REQUIREMENTS. VERIFY REQUIREMENTS PRIOR TO
PURCHASE AND ROUGH -IN.
9. BASE OF PARKING LOT LIGHT POLES SHALL REMAIN UNPAINTED. �\ ( / / / `SQ' /
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRONDING SIGNED AND SEALED / 101 /
CERTIFICATION THAT PARKING LOT MEETS REQUIREMENTS SET FORTH IN THE /
CONSTRUCTION DOCUMENTS. / / 4010,
SIN
I / 25'x25'
SIGHT
TRIANGLE
o
/ /N( GRID RDINATES // � IAD 6,5111SI 2007)
/ / N = 226,120. EIP
4 i
E = 2,388,160.1 s ' // / ,) o ` / \
/ y.00�B CE= 0.999994917 `� SIGN /�♦ iI
9/ 41 i / / �j /// \.12�/I \x\
4/ / 0/ /
SP
4i Q UPLANDS W W W I
P VEMENi
SITE DATA
V %
Z A
SITE AREA
58,483 SO. FT.
Q F
1.342 ACRE(S)
_
°D
BUILDING 6,895 SF 0.158 ACRE(S) 11.8 % OF TOTAL AREA
~
o
16 364 Cr 0 376 ACRE S) 28 0 R OF TOTAL AREA
( o
EIR W W W LSD SIDEWALK 515 SF 0.012 ACRE(S) 0.9 2 OF TOTAL AREA
GREEN/OPEN SPACE 34,709 SF 0.797 ACRE(S) 59.3 % OF TOTAL AREA
O
�BUILDING SETBACK
fa
REQUIRE PROVIDED y m 4
}�q .CID ID
d � d
_ GRAPHIC SCALE FRONT 25 FT. 102 FT. A C2 a
a\�j/ ♦ ��° W W W W W / / _ 20 0 10 20 y r-.
REAR 10 FT. 170 FT. U m
SIDE (NORTHERN PROPERTY LINE) 10 FT. 11 FT.
SIDE HEADWATERS DRIVE 25 FT. 64 FT. 40 02 'r u 'o
1 INCH = 20 TEST ( ) �m a>I .-o e
1 T- / ♦ �X W W W IWL�'jJ �ATW�(' W MAXIMUM BUILDING HEIGHTw cn
0cm W 40 FT
g + �W W W W W d o (1/225 SF GROSS LEASEABLE AREA (6.000SF LEASABLE) o
W W W W W W ) o PARKING PROVIDED REQUIRE PROVIDE
o / .(,�� /Q? of W W W W W I I d D REGULAR 25 SPACES 26 SPACES9 (((sss]]]
`` / W W W W W O
HANDICAP 2 SPACES 2 SPACES
TOTAL 27 SPACES 28 SPACES � co 0
co
� iDN� SITE ARCHITECTURAL KEY NOTES:
6' HIGH TREATED WOOD DUMPSTER SCREEN. PAINT TO MATCH THE BUILDING. REFER TO DETAILS SHEET C2. N F/J+ z
/ �-•
13 ; �.:.:: , ,. W MODULAR BLOCK L
/ 3 RETAINING WALL O INSTALL NEW 6' THICK CONCRETE LOADING PAD OF 4000 PSI BROOM FINISHED CONCRETE WITH 6'x6"x I/8' WWF STEEL p
o/ /?:" W REINFORCEMENT. SLOPE AWAY FROM BUILDING FOR POSITIVE DRAINAGE. REFER TO DETAIL 1/C2. Na
J R3 2Q. - . \ 13 I O ASPHALT PAVEMENT PARKING LINES 4' WIDE PAINTED WHITE WITH TWO (2) COATS OF SHERWIN WILLIAMS 'HOTLINE' FAST DRYING
17
E/ + g �" :}: \ ♦ 3 TRAFFIC MARKING PAINT. HANDICAP PARKING & HANDICAP SYMBOL TO BE PAINTED COLOR & SIZE AS REQUIRED BY THE 2
\ n GOVERNING ACCESSIBILITY CODE. CONCRETE PAVEMENT PARKING LINES FOR ACCESSIBLE SPACES SHALL BE THE SAME AS ABOVE
/ 6 ` EXCEPT USE BLUE OR YELLOW PAINT. REFER TO DETAILS t/C3 AND 2/C3 FOR ADDITIONAL INFORMATION. \
/ 12 .'' :•/�' O CONSTRUCT 6" HIGH CONC. CURB & GUTTER CONTINUOUS AROUND SITE. BACKFILL TO TOP OF CURB. REFER TO DETAIL 3/C2.
/ O / 10 ♦ 4 PROVIDE CATCH & SPILL WHERE APPLICABLE.
14 ♦ O ANCHOR DOWN CONCRETE WHEEL STOPS 42" FROM FACE OF BUILDING. REFER TO DETAIL 8/C2.
LANWILLO DEVELOPMENT CO. O
6 ANCHOR DOWN CONCRETE WHEEL STOPS 30" FROM FACE OF CONCRETE WALK/SIDEWALK. REFER TO DETAIL 8/C2
3 PORTION OF \ 12.3567 AC TRACT, MB 34, PG 11 �_'-_'• ♦ OPROVIDE HANDICAP RAMP WHEN PAVING IS NOT FLUSH WITH ENTRY SIDEWALK PER FEDERAL & LOCAL ACCESSIBILITY
10 ♦ REQUIREMENTS. REFER TO DETAILS ON SHEET C3.
\ .:,:•:4� 9 O CONCRETE APRON IS TO BE BROOM FINISHED 6" THICK WITH 6"x6"xt/8" WWF STEEL REINFORCEMENT. CONCRETE TO BE A
400011 MIX; DO NOT USE SLAG OR FLY ASH AS CEMENTITIOUS MATERIAL.
d a
+ 7 •'"_�.��� \ ♦ O9 HANDICAP PARKING SIGN FOR SPACES ADJACENT TO BUILDING ENTRANCE. REFER TO DETAIL 5/C3.
10 NEW BROOM FINISHED CONCRETE SIDEWALK SLOPED AWAY FROM BUILDING A -/FT. FOR POSITIVE DRAINAGE.
\ 9 LOT 1 \ \ S it ROAD PYLON SIGN FURNISHED & INSTALLED BY ADVANCE AUTO PARES- REFER TO SHEET SLI FOR ELECTRICAL REQUIREMENTS.
5 VERIFY LOCATION WITH MP AND SIGN INSTALLER. REFER TO DETAIL ON SHEET C3.
\ 58,483 SF ♦Yry� -PYLON FOUNDATION, BOLTS AND PLATES TO BE INSTALLED BY G.C., PYLON SIGN FOUNDATION TO BE ENGINEERED TO BE
\ t T.342 AC /SS , \ ♦ SITE SPECIFIC AND FOR PYLON SIZE.
" �... -IF MONUMENT SIGN IS REQUIRED, GC TO CONSULT WITH ADVANCE AUTO PARES' SIGN COORDINATOR AND ARCHITECTURAL
\ O is1 \ ` DESIGNER FOR DETAILS. GC IS TO PROVIDE AND INSTALL MONUMENT BASE AND RELATED ELECTRICAL.
...,_ R <1J> ASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS.
STANDARD DUTY PAVEMENT
F; \ ♦ ♦ �, ® HEAVY DUTY PAVEMENT Iq
O`s� ;' .: :• �6" l LANDSCAPING - AREA OF NEW SOD.
\o 12 , `' 8 ' -'.:�; =._° ; .i..' S.:', `, `{%, 14 CONCRETE CURB, REFER TO DETAIL 7/C2 FOR ADDITIONAL INFORMATION.
�o \ SIGN N� \ \ O \ �� \ ,v0 'L:,1:�.'::f:;,;` + \ Ly_ ♦ 15 PROVIDE BOLLARDS AT ALL EXTERIOR MOUNTED METERING DEICES. (GAS, WATER, ELECTRIC) MIN. (2) 1W0 AS REQUIRED.
/ / / /�\\` \ \/ \ �O \ \ /A8 y ♦ \ �3, r .. A 16 SEEDED AREA
SITE LIGHT
Jam- CHAIN -LINK
/�' o \ \ �9j, \ \ F�'T \ / \ ♦ 5 PROPOSED PARKING COUNT
\ �`,.. /+ FENCE WITH
O
17
GATE
Q' co / \ \ 17 / \+ ♦ STORMWATER
MANAGSIGN yTQC, \\ '�O.♦`\` ��. \ X \ ♦ NT
EASEMENT
ENT
\ Q
RS \ \
/ \ /
\ /Q-\ \ \ ♦ \ STORMWATER \
MANAGEMENTSTORMINATE
EASEMENT + MANAGEMENT
EASEMENT 1 \ s /
K/ \ x /
14
�l/ �� \ 10'x70'
�\ BENCHMARK SET 1p1 \ Ns \ SIGHT
l l PK NAIL USING DIPS \ \ Q \ ♦ \ TRIANGLE / / / �01 /
ELEV = 38,38' \ \ \ � � 1`° ♦ `\ \+ } �1
(NAND 88) EIR\\
/ / / \ p \ \ \ \ is \ \ R3� ♦ X�_ K X/ / I
, LAA1�iSCAPING NOTES: SITE PLAN � / IAONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ALL REQUIRED LANDSCAPING AND IRRIGATION FOR THE ENTIRE
/SITE, TO INCLUDE BUT NOT LIMITED TO: SODDED AREAS, SHRUB BEDS, PARKING LOT ISLANDS, ROADSIDE SIGN BASE(S)
/ AND MONUMENT PLANTERS.
y.
GENERAL NOTES: \ \ MATCH EXISTING \ \ \ \ \ \ ` ` 7 \ / ' / / 2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES REGARDING LANDSCAPING. / / s
1. THE CONTRACTOR SHILL EMPLOY ALL NECESSARY BARRICADES, SKIERS, FENCES, FLASHING LIGHTS, FLAGMEN, ETC. FOR MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY PE COUNTY !� THE HORN CAIROLINA DEPARTMENT OF PAVEMENT 5 17 12
/ 3. IRRIGATION CONTRACTOR SHALL BE EXPERIENCED IN IRRIGATION DESIGN AND INSTALLATION AND SHALL PROVIDEPROOF
TRANSPORTATION. REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). LATEST EDITION, FOR DETAILS OF TRAFFIC CONTROL STANDARDS AND DEVICES. \ \ \ \ \ 7? \ / OF CERTIFICATION AS A 'CERTIFIED IRRIGATION CONTRACTOR" ACCORDING TO THE IRRIGATION ASSOCIATION OF AMERICA. 0:
��' \ \ 6' y / CONTRACTOR SHALL PROVIDE IRRIGATION SYSTEM INSTALLATION WITH 100% COVERAGE OF DESIGNATED PLANTING AREAS 001009
2. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPER CORNERS DURING CONSTRUCTION. \ \ \ \ iT,9y y� \ / / / AN USING HEAD TO HEAD COVERAGE, MINIMIZING POSSIBLE OVERTHROW ONTO NON -POROUS SURFACES. IRRIGATION SYSTEM
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. \ \ G'l. �� / SHALL I ZONED PAID TIMED AS APPROPRIATE TO AFAR PLANT MATERIAL AND LAWN AREA WATERING REQUIREMENTS.
\ \ \ \/Q TIMER/CONTROL TO BE LOCATED INSIDE BUILDING NEAR ELECTRICAL PANEL. Yli
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 WITH THE NORTH CM OLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. ` / � / 4. R IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH A HEATHY STAND OF GRASS ON ALL SEEDED AREAS. Elm m� I� PF�O. . �
\ \ l / ommm
5. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE CONTRACTOR SHALL INSTALL BLACK FABRIC WEED LL QN OMID 01111111111 W
\ \\\ \\,/ /
6. ALL SITE DIMENSIONS ME REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS OTHERWISE NOTED. ALL BONDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FILE OF THE S1AlICNfd- R \ \ / / BLOCK LANDSCAPE MESH UNDER THE MULCH TO PREVENT WEED GROWTH. AN
RRRR Q
SIM
TERIALS. =
7. EXISTING SITE CONDITIONS, GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM A SURVEY PREPARED BY ROBERT H. (X151Ji 8 0.550CUTES, PA /� \ \ \ F-op\ / / AND OBTAINED FROM A 6. CONTRACTOR SHALL WELAI.LDORNNEO AVAILABLE SITEE NATURAL TOPSOIL . D SHALL NOT CONTAIN SUBSTANCES WHICH MAY IS FERTILE, FRLA&E, WITHOUT MIXTURE OF IBEMHARMFUL TO OT
8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NORTH CARgJNA DEPARTMENT OF TRANSPORTATION $MNDARD DETAILS AND SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION' AND APPLICABLE PENDER \ \ \ \40'
COUNTY CODES AND ORDINANCES. THE CONTRACTOR SHALL MAINTAIN A CURRENT EDITION OF THE STATE AND LOCAL CODES, ORDINANCES, STANDARD SPECIFICATION AND STANDARD DETAILS ON THE PROTECT SUE FOR REFERENCE DURING / PAINT GROWTH. TOPSOIL IN DI 8E SCREENED AND FREE FROM CLAY, LUMPS, HT BEs, ROOTS, PLANTS, OR TING 1� � IF AM Wpm
\ \ \ � / SUBSTANCES 1" OR MORE IN DIAMETER, DEBNS, OR OTHER OBJECTS WHICH MIGHT BE A HINDRANCE i0 PLANTING W >®8 d Off®' lBl B®�
CONSTRUCTION OF THE PROJECT. \ \ \ \ OPERATIONS. TOPSOIL SHALL CONTAIN AT LEAST 4-6R ORGANIC MATTER BY WEIGHT AND HAVE A PH RANGE OF 5.5 TO As saw" 1112mum
9. THE CONTRACTOR SWILL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL REPORT ANY DIS REPAROES BETWEEN THE PLANS AND 7.0 OR AS APPLICABLE TO THE REGION.
ACTUAL FIELD CONDITIONS THE OWNER OR OWNER'S REPRESENTATIVE IMMEDIATELY. CONTRACTOR SHALL WAR FOR INSTIMCRON PRIOR TO PROCEEDING WITH WORK. ,Q \FO,p \ \ TEMPORARY SANITARY SEWER /
SERVICE EASEMENT -REFER / 7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE MAINTENANCE OF AL LANDSCAPED AREAS UNTIL '���A�A'AAAAAr
10 THE CONTRACTOR SHILL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING FEATURES AS NECESSARY. \ \ \ TO UTH.TIY PLAN / THE LATER OF; (a) THIRTY (30) DAYS FOLLOWING THE PLANTING OF THE GRASS AND SHRUBS, OR (6) THE BATE THAT
ADVANCE AUTO PARTS OPENS FOR BUSINESS TO THE PUBLIC. CONTRACTOR TO WARRANTY ALL LANDSCAPING FOR A TOTAL �. •••••SSA 'T r
11. THE CONTRACTOR SHALL SEA THE EDGE OF EXISTING ASPHALT PAVEMENT WIH TACK COAT IN ACCORDANCE WITH THE NORM CAROUNA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS LYHEIE NEW PAVEMENT JOINS EXISTING OF 1 YEAR. ; COTE D••• al.
MOMENT. \ \ \
12. THE CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS DAMAGED DURING CONSTRUCTION BY THE CONTRACTOR, HIS SUBCONTRACTORS OR SUPPUERS AT NO ADDIIIONIL COST TO THE OWNER ( GENERAL CONTRACTOR
TO 8E LEVEL, ROLLED AND
\ �'; Q� •"�
\ \ \ \ \ \ \ \ Q/ / (SOD) NOWABLE. CLEAN SNORE SITE OF All CONSTRUCTION DEBRIS AND RAKE ALL GRASS AREAS. GRASS - SEAL -
2194
13. ALL PAVEMENT JOINTS SHALL BE SAWCUT PRIOR TO PAWNS TO PROVIDE A DURABLE AND UNIFORM JOINT. - .
/� \ ,p aRHO/ QO 9. PROVIDE LANDSCAPE PLANS TO ADVANCE AUTO PARTS AND AS REQUIRED BY LOCAL JURISDICTION TO THE BLOC. DEFT. S-1%•IY
\ \ \ O ice\ U` � ••:FN(,•T NEF�
14. CONTRACTOR SHAH REFER TO ARCHITECTURAL1ECARCHITECTURAL PLANS FOR EXACT LOCATIONS PAID DIMENSIONS OF TRUCK DOGS, EXIT DOORS, SIDEWALKS, PRECISE BUILDING DIMENSIONS,AND EXACT BUILDING UTILITY EIORANCE LOCATIONS.\ n3O \ ti / ��.0 FOR REVIEW AND APPROVAL PRIOR TO START OF WORK.
_
\ \ \ \ \ p
15. ALL PAINT STRIPING, PAVEMENT MARKINGS, PAID SIGNAGE SHALL CONFORM TO THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEICES' OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN ALL LANDSCAPING, TRESS, SHRUBS, ETC. SHALL NOT INTERFERE WITH THE VISIBILITY OF AAP MONUMENT SIGNAGE TN(EN FROM THE 'MANUAL ON \ \ �Pj / rA�rA• ••E. + �
UNIFORM TRAFFIC CONTROL DEVICES'. ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. \ \ \\ �\ 11. CONTRACTOR TO VERIFY QUANTITIES PRIOR TO COMMENCING WORK. AA�AAA
16. CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER LOCAL MUNICIPALITY AND ADA STANDARDS AT ALL DRIVE AND BUILDING LOCATIONS AS REQUIRED. \ \ \ \ \ \ / \ '^
12. ALL PLANTING AREAS WITHIN PROPERLY BQUNDAO' ARE TO BE WATERED WITH A TOLL AUTOMATIC UNDERGROUND
17. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LUST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING OR CONSIRUCTON ACTINIY THE CONTRACTOR SHALL NOTIFY SPRINKLE SYSTEM WITH FREEZE GUARD. ALL IRRIGATION COMPONENTS SHALL BE CONTAINED WITHIN THE BOUNDARY OF
THE FENDER COUNTY PUBLIC UTILITIES DEPARTMENTS FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITBN THE PROJECT SITE. \ \ \ \ \ / THE SITE. IRRIGATION TO PLANTING AREAS OUTSIDE OF THE PROPERTY BOUNDARY SHALL ORIGINATE FROM IRRIGATION
HEADS WITHIN THE PROPERTY BOUNDARY. CONTRACTOR SHALL RETAIN THE SERVICES OF A LICENSED IRRIGATOR WHO
18. PROD ROLL BUILDING AND ALL PARKING AREAS. NOTIFY OWNER/ADVANCE AUTO PARTS OF ANY UNACCEPTABLE AREAS. '�� \ re' \ ( SHALL PROVIDE DETAILED IRRIGATION DRAWINGS WITH SUPPORTING PRESSURE LOSS AND FLOW CALCULATIONS. THESE 1
\ \ \ SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT AS SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO COMMENCING t
19. THE CONTRACTOR SHALL PROVIDE AL -BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES AND STORM DRAINAGE) TO OWNER/ADVANCE AUTO PARTS MINOR TO COMPLETION OF CONSTRUCRON \ \ \ \ \ 'Pj� WORK. .L
\ \ \ 13. OPEN AREAS WITHIN PLANTING BEDS SHALL BE MULCHED WITH HARDWOOD ONLY. PINE STRAW OR EQUIVALENT IS NOT
AN ACCEPTABLE MULCH. AAP - HATIIPSIM NO

GAP BETWEEN BD'S.
1x6 TREATED WD.
FENCE, PRIMED AND
PAINTED TO MATCH
BLDG.
2x4 NAILERS /
BRACING AS SHOWN
(HIDDEN)
� I o
1 1
fD �
44 STEEL POSTS AT CORNER AND
INTERMEDIATE LOCATIONS (TYP. OF
7)
in
u u u
12 DUMPSTER FENCE ELEVATION (REAR)
C-2 NOT TO SCALE
11'-2 3/8'
)C GAP BETWEEN BD'S.
1x6 TREATED WD.
FENCE, PRIMED AND
PAINTED TO MATCH
BLDG.
2x4 NALERS /
BRACING AS SHOWN
(HIDDEN)
6' DIA GDNC. FILLED
STEEL POST.
44 STEEL POSTS AT
CORNER AND
INTERMEDIATE LOCATIONS
(TYP. OF 7)
13 DUMPSTER FENCE ELEVATION (SIDE)
C-2 NOT TO SCALE
10'-10 1/2'
1/2' 5'-1'
1
14 TREATED WD. FENCE,
PRIMED AND PANTED TO
o
r�
MATCH BLDG.
6
e DLA CONC. FILLED
STEEL POST.
C2
20 TREATED WD. DOOR
FRAMING / BRACING AS
SHOWN (HEN)
t
n I I
GATE HINGE ANCHORED
TO POSTS AND
Ll
FASTENED TO DOOR
BRACE. REFER TO HOWL
1 PAR CANE BOLTS, REFER
SCHED. FOR ADD'L
HARDWARE SCHEDULE SHEET
INFORMATION
A2 FOR ADDITIONAL
INFORMATION
DUMPSTER GATE ELEVATION
PUN VIEW
KEY TO SIGNAGE DETAILS
1. CONTRACTOR IS TO PROVIDE TWO (2) 5/8' EXTERIOR GRADE PLYWOOD SIGNS FOR ADVANCE AUTO PARTS COMING SOON SIGNS ON 4' X 4' WOOD POSTS AT 90 DEGREE
ANGLE INSTALLATION OF SIGN IS TO OCCUR PRIOR TO START OF CONSTRUCTION OF BUILDING. IMPORTANT: CONTACT THE SIGN MANAGER AT ADVANCE AUTO PARTS FOR A
PHOTOGRAPH OF ACCEPTABLE SIGN.
2. Imo: SIGN MUST BE INSTALLED AS SOON AS POSSIBLE BEFORE CONSTRUCTION AND MUST BE REMOVED DURING THE WEEK OF MERCHANDISING.
3. NOTE THE USE OF PREFABRICATED 4' X B' VINYL SIGN TO ACT AS AN ALTERNATIVE TO THE PLYWOOD SIGN WILL BE PERMITTED ONLY IF THE VINYL IS STRETCHED/PULLED TIGHT
ON A PLYWOOD BACKING TO PREVENT ANY SLACK.
4. SPECIFICATIONS:
RED BACKGROUND = RED TO MATCH PMS #485C/WHITE COPY = GREGORY 16550 PREMIUM WHITE OR WHITE MNYL/YELL.OW
COPY = YELLOW 12037 VINYL TO MATCH PMS #108C/CHECKERED LOGO = BLACK AND WHITE
12
C2
4' CONCRETE FILLED
BOUNDS (M. OF 2)
SIGNAGE DETAILS
NOT TO SCALE
13
C2
EQ. ED.
10'-7 7/8' (POST CENTER)
11'-2 3/8' (FINISHED)
23' - 6" (MN)
TYPICAL PAD LAYOUT
PUN
30' TO FAX; OF CURB OR SIDEWALK
42" TO FACE OF BUILDING
CONTRACTOR TO COORDINATE EXACT
8'
REBAR HOLE SIZES AND LOCATIONS
WITH WHEEL STOP MANUFACTURER.
CONCRETE WASH DOME - PROVIDE
SMOOTH, ROUND SURFACE
SET BOLLARD INTO CONCRETE
FOOTER AS SHOWN. POUR
CONCRETE SIDEWALK TO BOLLARD.
4' PIPE - CONCRETE FILLED.
REFER TO PUNS FOR SIZE AND
LOCATION. PAINT OSHA SAFETY
YELLOW.
SLOPE SURFACE AWAY FROM PIPE TO 1/2-
PRE-MOLDED EXPANSION JOINT MP.)
ASHPIA_T (OR) CONC. PAVING
2.0 WELDED STEEL TUBE FRAMING,
ANCHOR WITH 3/8-0 GALVANIZED
CARRIAGE BOLT WITH LOCK WASHER
018' D.C. (TYP.)
2x4' TREATED
WOOD NAILER
1x6' TREATED DOG
EAR WOOD FENCING
�- 2" 0 WELDED STEEL TUBE
6' DIA. STL CONK. FILLED FRAMING FOR GATES
GATE POST WITH STEEL CAP. GATE HINGE - 180' INDUSTRIAL HINGE -
PRESSED STEEL WITH U-BOLTS TO ACCEPT
B01H 6' AND 2' STEEL POSTS OR APPROVED
EQUIVALENT
6 \ SECTION AT GATE POST
6'
SEALANT
6X6 - 10/10 WNF
4" CONC. SIDEWALK
COMPACTED
SUBGRADE (REFER
TO GEOTEC HNICAL
REPORT)
#4 CONTINUOUS
STEEL REBAR (TOP
AND BOTTOM)_ j
CURB EDGE CONCRETE SIDEWALK
NOT TO SCALE
5'-6' WIDE TURN -DOWN
STYLE CONCRETE SIDEWALK
IN FRONT OF BUILDING -
SLOPE AWAY FROM
BUILDING.
INSTALL A GROOVE 6"
FROM FACE OF
CONCRETE SIDEWALK
REFER TO DETAL 11/C2
CONCRETE APRON
ANCHOR PARKING
BLOCK DOWN 30' FROM
CURB
SIDEWALK DETAIL
NUT TO Z;L;=
0
KEY TO TYPICAL PAVEMENT SECTOR (STANDARD DUTY)
Q 2' ASPHALT SURFACE COURSE (NCDOT SF-9.5)
O 6' GRADED AGGREGATE RASE (NCDOT AGGREGATE BASE COURSE)
O CLEAN FILL OR EXISTING SUBBASE MATERIAL FREE OF ORGANIC HATTER
® GRASS AREA
O SIDEWALK
O CURB AND GUTTER
AS REQUIRED
COMPACTED
GRAVEL BASE
COMPACTED
SUB BASE
W x
1. GENERAL CONCRETE NOTES:
J c7
RIGID PAVEMENT ODNS19S OF CONSTRUCTING A SPECIFIED PORTLAND CEMENT
V
CONCRETE PAVING ON A PREPARED SUBGRADE. THE UTILITIES AND OTHER
ra
Z Q
ITEMS IN AND BENEATH THE STREET MUST BE PROPERLY COORDINATED WITH
THE CONSTRUCTION OF RILAD PAVEMENT TO AVOID CONFLICTS. THE WORK TO
Q W
BE DONE SHALL INCLUDE THE FURNISHING OF ALL SUPERVISION, LABOR,
E'
MATERIALS, EQUIPMENT AND INCIDENTALS NECESSARY FOR THE PROPOSED
RIGID PAVEMENT CONSTRUCTION IN ACCORDANCE WITH THE APPROVED
A
DRAWINGS AND SPECIFICATIONS.
�s
2. CONCRETE STRENGTH REOUIRED:
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000
p,
w
(PCI) PSI AT 28 DAYS. CONFORMANCE TO STRENGTH REQUIREMENTS SHALL
BE DETERMINED BY ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3
d
Ion
AND 4.8.3.
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6 - 650 PSI CONCRETE W/6x6 W/2.ix2.1
WWF. (6' AT DUMPSTER/LOADING AREA)
2
6" COMPACTED AGGREGATE BASE COURSE
ad(ABC)
t>j
O
1/4' PREMOLOED ASPHALT EXPANSION JOINT
2 � y
C e
STRIP. SET 1/2' BELOW PAVEMENT TOP 0
m
20'-0' O.C. MAXIMUM. PROVIDE A
x m
GEOTECHNICAL FABRIC SUCH AS MIRAFI 14ON,
0L)
OR EQUAL, BELOW ALL CONTROL ,JOINTS.
c � m
M p
O
CLEAN FILL OR EXISTING SUBBASE MATERIAL
FREE OF ORGANIC MATTER COMPACTED TO A
o om
MINIMUM DENSITY OF 95% OF THE MODIFIED
PROCTOR DRY DENSITY.
r
1 1 CONCRETE PAVEMENT SECTION
KEY TO TYPICAL PAVEMENT SECTION (HEAVY DUT)j
< 3' ASPHALT SURFACE COURSE (NCDOT SF-9.5)
O 6" AGGREGATE BASE COURSE (NCDOT AGGREGATE BASE COURSE)
O CLEAN FILL OR EXISTING SUBBASE MATERIAL FREE OF ORGANIC MATTER
O SIDEWALK
OCURB AND GUTTER
O GRASS AREA
NOTE:
ALL PAVEMENT MATERIALS SHALL BE IN ACCORDANCE WITH THE STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
PAVEMENT SECTION MUST MEET THE CRITERIA GNEN IN THE SITE SOIL REPORT.
ASPHALT PAVEMENT SECTION
CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI IN 28. CONFIRM WITH
GEOGRAPHICAL LOCATION OF THIS PARTICULAR PROJECT.
3
TO
DETAIL
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SITE DETAILS
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-1 REFLECTIVE ALUMINIUM
"U" CHANNEL POST
FAINT CONCRETE BLACK
AFTER CURING
AT ASPHALT LOCATIONS
—4000 PSI
CONCRETE
g STOP SIGN DETAIL
C-3 NOT TO SCALE
N
3 1 INLINE HANDICAP RAMP DETAIL
-3 NOT TO SCALE
PROPOSED SIGNAGE
WA41
LL REFER TO AAP PACKAGE
T WALL
SEE ELEVATION
VERT, REINF. -
P4 0 24" ox.
LL CELLS WITH CONCRETE
GRADE - SLOPE
AWAY FROM WALL
T/FTG A
12 BELOW GRADE
1'-11 1/4" `(3) J4's CONT.
3'-0'
7 MONUMENT FOUNDATION
C-3 NOT TO SCALE
SIDEWALK END DETAIL
NOT TO SCALE
1 1/2 1.67DOMES
10 POINTS ®0.16.167" NOM.
�5 0.25' DIA
ry' CTSK. HOL
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0 000 000 00000 000
00 O 00 0000 00
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0 0 00o 0 0 000
1/2"
000 00000 0
1/8' DIA TYP.
DETAIL 1
FIELD LEVEL MICRO -TEXTURE
41 POINTS PER SQUARE INCH
r
1 1/2" 1.67. NOM. TYP. 1.67" NOM.
1/2" � 2"
DETAIL
2 BOSSAROUNDCPER/ SECTION A A
WARNING SURFACE TILE
v6 6
m 6 6"
2"
ENLARGED STRIPING LAYOUT
HANDICAP STRIPING PLAN
NOT TO SCALE
STANDARD STATE APPROVED
HANDICAPPED SIGNAGE INSTALLED
ON A METAL COLUMN AT THE
PROPER HOW REQUIRED.
PROVIDE ADDITIONAL SIGNAGE
BELOW THE HANDICAPPED SIGN AS
REQUIRED PER REGULATIONS.
6' DIAMETER BOLLARD
BOLT SIGNS TO GALVANIZED METAL
PIPE COLUMN.
CONCRETE BOLLARD
PAINTED YELLOW
CONCRETE SURROUND
AROUND PIPE COLUMN.
fiffig
III ( '��.l
11I i=.
MIN.
HANDICAP SIGNAGE
NOT TO SCALE
APPLY ARMOR -SEAL (PART NO.
ADA-S125) PERIMETER SEALANT AT�
PERIMETER OF TILE AFTER INSTALLING
FASTENERS TOOL SMOOTH TO BLEND
TILE EDGE WITH ADJACENT SURFACE
d .4
APPLY ARMOR -BOND (PART NO.
ADA-B125) STRUCTURAL ADHESIVE AT
PERIMETER AND THROUGH CENTER OF
TILE EACH WAY ON BOSSED AREAS
0.25" x 1.5' LG COLOR MAI
EXPANSION ANCHOR (PART NO.
SOUND -ON -CANE AMPLIFYING AaL F406-**)
SYSTEM TYPICAL THROUGHOUT 0.03"
x 0.875' DU. TYP. 0 1.5"/1.V DRILL 0.25" HOLE TO 3.5"
O/C OFFSET DEEP
0
WHITE HANDICAP SYMBOL
(3' OR 5' HIGH) AS
REQUIRED.
1'-0"
PARKING BY
DISABLED
PERMIT
ONLY
P TO $250 FINE
F.S. 316, 1955
FINISH
GRADE
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d
4
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SITE ACCESSIBILITY DETAIL NOTES: uIn
zA
1. REFER TO SITE PUN FOR EXACT LOCATION OF HANDICAP PARKING, WALKWAYS AND
RAMPS. Q N
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.
a
4. ACCESSIBLE RAMPS •21 p sA
4.1. ALL CONCRETE ACCESSIBLE RAMPS (3000 PSI) WFPLES .SHN L HAVE A q q co
'WARNING SURFACE TILE WITH SCREW DOWN TRUNCATED DOMES PER ADA ,, cq Z'
STANDARDS AND LOCAL ACCESSIBILITY CODE(S). "' a% C.> ro
4.2. RAMPS ARE TO BE COLOR IMPREGNATED TO PROVIDE VISUAL CONTRAST (DARK
TO LIGHT) WITH ADJACENT CONCRETE SURFACES (MIN. 70% COLOR CONTRAST) �°.' pq ft
5. FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACCESSIBILITY AISLE SHALL �'o
aNOT EXCEED 1:50 SLOPE IN ANY DIRECTION. :
NOTES:
1. ALL LEf1ERS ARE 1' SERIES 'C' PER 2DD3 MUTCD.
2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE
BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER.
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) WHITE
BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER.
CONTRACTOR SHALL VERIFY FINE AMOUNT AND ORDINANCE NUMBER.
5. ONE (1) SIGN REQUIRED FOR EACH ACCESSIBLE PARKING SPACE
6. INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. (MUFCD)
7. SIGN MAY BE MOUNTED ON BUILDING/WALL, AT PROPER HEIGHT, IF ALIGNED WITHIN
12" OF CENTER OF PARKING SPACE.
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SITE DETAILS
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, , • >� LW LIM SITYM LEND k IMSU MII NIIM AREA
/ 1
DEMOLITION NOTES:
1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. / \
2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS MgAS DIRECTED BY THE OWNER.
3. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES REQUIRED -A DEMOLITION AND HAUL -OFF FROM THE APPROPRIATE AUTHORITIES.
4. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS REOUI / PRIOR TO THE COMMENCEMENT OF DEMOLITION.
5. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK. IT IS OT INTENDED TO IDENTIFY EACH ELEMENT OF DEMOLITION OR RELOCATION. CONTRACTOR SHALL COORDINATE WITH THE OWNER
AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK. 6. CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL MANNER EdNG BUILDINGS, INCLUDING FOUNDATIONS AND ALL APPURTENANCES LOCATED ON AND AROUND THE PROPERTY INCLUDING BUT NOT
UMITED TO BOLLARDS, GAS METERS, AIR CONDITIONING UNITS, SIGNS, CURBS, SIDEWALKS, ELECTRIC METERS, FENCING, ETC.
7. REMOVE AND DISPOSE OF PITY SIDEWALK, FENCES, STAIRS, WALLS, FOUNDATIONS, CONOU LIGHT POLE BASES, DEBRIS AND RUBBISH REWIRING REMOVAL FROM THE WORK AREA IN AN APPROVED LANDFILL.
B. REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC, AND TELEPHONE AS SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACH UTILITY COMPANY TO COORDINATE REMOVAL
OF ALL UTILITIES AND FOR DETERMINING HORIZONTAL AND VERTICAL LOCATIONS OFM4cUnES PRIOR TO COMMENCING WORK.
9. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTIyTLI1" COMPANY TO CUT AND PLUG ALL SERVICE PIPING AT THE STREET LINE OR MAN, AS REQUIRED, OR AS OTHERWISE NOTED. ALL SERVICES
/ / //� / // / ///// / / /J,,p •, g 4 '\s \ MAY NOT DE SHOWN ON THIS PLAN. THE CONTRACTOR SHALL INVESTIGATE THc SITE PRIOR TO RIDDING TO DETERMINE THE EXTEND OF SERVICE PIPING TO BE REMOVED, CUT OR PLUGGED.
/ 1 �/ // / /� 7/ 4//�d /�,���Ro a 3 •-•�•v-•-•- ••• / u - 10. THE CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES, VALVE VXES AND REMOVAL MD/OR RELOCATION OF OVERHEAD UTILITIES AND POLES WITH THE APPROPRIATE UTILITY COMPANY.
TL
11. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO (CONNING DEAIOURO! WORK.
d
,�► \ S/}�t� wr •`•jC \ / \ 12. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITTE TO REMAIN IN PLACE.
•\ 13. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNEC4 DAMAGE TO EXISTING ROAD SURFACE FINISH SURFACE TO BE REMOVED OR DEMOLISHED SHALL BE CUT ALONG LINES OF JOINTS WHICH WILL PERMIT
A NEAT SURFACE WHEN RESTORED.
14. SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SA4 EXISTING PAVEMENT.
+ 15. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR.
/ �• , ! ./ ! ` y' '"� 4 ` / '�� \ 16. DO NOT INTERRUPT EXISTING UTILITIES SER'v1CING FACILITIES 0�/CURED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER
// / / /// / �/ •`�•`/ , `i / II b / \�` \ AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL OJJILY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.
/ % � I J / / • - g / I II NOW IT SHOULD ANY UNCHARTED OR INCORRECTLY CHAIRED EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN
/./ g/ // I I I / / / _ _'.`.'.•-•,•J i I REMObEfXSTIACKTLAND ♦�F \� \ THIS AREA
/// // /'� l / _-.'.'. .• $ I IWTNAVLMVITSOFDISMRM4NCE
/ /// j/j /// l l / / g ` • - • `•' • \ I I I I REFER TO U90F PERMIT a�iiii \ 6 / �\ \ \ 18. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON /SITE, SHALL BE REMOVED BY A UCENSED HAZARDOUS MATERIAL CONTRACTOR.
INK
/� / ,// FOR CDNSTRUCTION / F \ �\ \ \ 19. THE PROPERTY SELLER SHALL PUMP OUT BUILDING/FUEL, GREASE TRAPS, AND WASTE OIL TANKS (IF ANY ARE ENCOUNTERED) AND REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY AN APPROPRIATELY LICENSED WASTE OIL
/�// j / i7rk �' / I� �!!I I REQU/REMENTS�+T / \ \ \ FAWNG CONTRACTOR IN STRICT ACCORD FEDERAL FEDERAL AND STATE REQUIREMENTS BEFORE CONSTRUCTION BEGINS.
/ / / //) / • \� \ ,. •. _ ` •6 1 aE�i1z 7(eM v0„ y \ / 20. TH�'COtH,TRACTOR SHALL PROPERLY AND LEGAIA' DISPO� OF Ml DEMOLITION DEBRIS OFF OF THE SITE.
fit AM
I\� \\\\N��\r
REA4VE £X67/NG WETLAND / .y
\ \\ \\ W/1Tl/N LIMBS OF DISTUR8AA�C'E \ / / ®` / a �.� •' - - `-�- \ \ I REfER TO 090C PERMIT \
\\� \ \ / I—�/ /FOR CONSTR[/CT/ON \ / ,,,�, u". -. •r -.• ur _x .'.'.'•`. `. •. .` �.�I��:ew.
\� R£OU/REMENIS / \� / "'/ ... . .Ty^� .'. �X_ ..�.'.`.`_.�
do AV
46
K/\�\\��\�\\\
i� / q\.•.ya
v• \
uMrrs Of� ,�
1 l ��fbc\ \ \ \ \ \\\ \\ DISTURBANCE /
IN! \ / �\ LIMITS OF
GRAPHIC SCALE \\\\ �\ \\ \� <
100 200 \ \R-Gy '� \� LIMITS OF
D157UR8ANCE
.Y1
1 INCH = 50 FEET
/ / F
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 EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE
LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS
NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
— — — — — —
\ \\ \\<ot
1p
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DEMOLITION LEGEND
L7 0 BUILDINGS TO BE REMOVED \ \ \
D ®
i7 d O o \ raiP \0 \ \
PAVEMENT TO BE REMOVED
\
UTILITIES TO BE REMOVED
11
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DEMOLITION
PLAN
y� TREES TO BE REMOVED \ \ \ \ / / _ _ n za Mu Ora ao5E Art DmsvO, s¢mx e
SURVEY NOTE: � \\ \� �\ \\ \\ / /// / _ _-_---� / �1�
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND SURVEY PREPARED BY: ;� \\ \ \\ \ \\ \\ /
ROB ERT H. GOSLEE & ASSOCIATES, PA. \ T \ \ / / / AL 61QI>ed Punt agwwjmm =11
\ \ \ A \ \ / / // \ INK Flfe@e® rt = Msml
IN BI. ME O41c RM �Wrw. SEcnorN 7 1� PlIOIL�fY. 11 1 M!T
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-GRADING NOTES:
01
a // \-
//�h`� uRcAwBs 11W W W W 1
\1\
EAR �/ / / /\�2 J C / � / L50
\ / / / � /'\ , /WATER OAK y W W
`,� o° / ,ADO / / / ,�/� � �� / / / � •�
S0, 6" WA OAK
/
00' 37.6(TC)�� _
[Lll/TS OF ` 37.3(CTJ/ L•� W W W _
i0% lUR&WC/0 '/ / / 374(TC) , / •v W •v •v/
W W 1.
REFER TO THE SITE PION FOR RELATED NOTES.
N.
W\ W 2
All CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
`­-z.
ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
4.
THE CONTRACTOR SHN1 IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND
SHALL WAN FOR INSTRUCTION PRIOR TO PROCEEDING.
5.
THE CONTRACTOR SHAH BE RESPONSIBLE FOR LOCATING AND PROTECTING EXITING UTILITIES, AND SHAL 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.
1 L49 12. STABILIZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS NECESSARY TO AII. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE
W W - W --W-/
TER OAK ``
\� - ACHIEVE EROSION CONTROL ON DENUDED AREAS AND
36 / wyM��7T�I���AWH W /' ESPECIALLY WHEN THE CONSTRUCTION SEQUENCE REQUIRES T.
50, // / ij�' ' / ��' W W w -" ANVS� w 13. ALL GRADED SLOPES ARE TO BE SEEDED OR LANDSCAPED WITHIN 15 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 30
34.0(J/ AREA -Co / DAYS.
10.135WAC /
x W •3 ( W .✓ I ` 14. EXISTING GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM SURVEY BY DEDMON SURVEYORS.
/ / / / / I LAD 15. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS. /1r ) / / I ' l'S(J I I ' 4I6. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING AND SPECIAL EXCAVATION MEASURES REWIRED TO
/ / i20(BWJ
4j
I / ) � MEET OSHA FEDERAL, STATE, AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER
379(7S) ACCEPTS NO RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL SAID ITEMS.
l / `� 3Z 4(7PJ I
/ / / /% / / O I / / / W W h MODULAR BLOCK I l I I I JURISDICTIONAL SEASONAL 47. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATION, ELEVATION, AND DIMENSIONS OF EXIT DOORS, RAMPS, BUILDING DIMENSIONS,
�� / // / / // / / / / / W W W Ao I RPW-1 AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
/ v RE7A/N/TUG WALL
// / / ,/ //F10 / 372(TCJ / `�' •�' REFER TO DE7A/LI I ' I I I 18. ALL FILL MATERIALS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND UTUN STRUCTURES, TOPSOIL, AND ANY OTHER DELETERIOUS MATERIALS SHALL BE
/ CATCH IN / / / // / // / J67(GTJ / THIS SHEET 1 I I I I COMPLETELY FOAM FROM WITHIN THE BEARING ZONE BELOW THE STRUCTURE
TOP = 41.67' / / - W () v I I I I 19. ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE TO DETERMINE WHETHER UNSUITABLE MATERIAL MUST BERAM=36.3 /'� J30(BWJ I 11I I I I REMOVED. ALL UNDESIRABLE MATERIAL SHALL BE REMOVED, BACKFlLLED AND COMPACTED AS REQUIRED BY THE GEOTECHNICAL REPRESENTATIVE.
/SIGN/ / / / /NV=328 / / ♦ T
/ / / // Tr / / / / / / / / / : • ♦ ♦ I I I ' I I JURL4MMOW 20. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED OR DEPICTED.
// / / / / / / / / / ♦ SEASONAL
/ / J/ / // / / / / / / / / ♦ I I I / RPWr 2 21. THE CONTRACTOR SHALL ADHERE TO ALL TERMS k CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH
/ NV 010// tr / / / / / / / / / / / / / : • •,'• ♦ `I I ' " I I / CONSTRUCTION ACTIVITIES.
12" CONC / / 37.5(GR) I I`_ / / 22. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
_ // / .I7 O(IPf / ': �t I I
/P71c
-37.5T I �/ // / 367(GT i// // / / / / / £ 379(TSJl23. CONTRAC OR SHALL ENSURE POSITIVE DRAINMX AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.
TIED FlBE� ABLE MARKE j //// I / / / 379(>sJ •'' � • I / 24. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL. RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL
374(TPJ
LANWIL� DEVELOPMENT �6 SLOPES 3H:IV OR STEEPER.
/ IP0RT10�1 OF 12. bb/ AC TRACT,/MB 34, PG 11 25. CONSTRUCTION SHALL COMPLY WITH All APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME
112'-12' HOPE / �•M / a',�
INC GRID COORDINATES / Il / ,' / / 38.0(Tc / ( TER- .j6z / J8.o(TS) ♦ I / / /
(NAD 83INSRS 2007) , / E1P / ,, + _ _ .5(GTJ WA _ - \ �• I l l /l DRAINAGE NOTES:
N = 226,120.668' /, / lI / / - \ Z / / / / / I 375(GR) / 1. A MINIMUM GRADE OF 0.50% SHALL BE MAINTAINED ON ALL PIPES, UNLESS OTHERWISE NOTED.
E = 2,388,160.169 / II / / Lf / \ \ d a / / / L/M/TS OF ��
\ ` I l 376 TC / e 3B 0(75J / l D/STUR&WCE / 2. PIPE LENGTHS AND SLOPES INDICATED ON THE PLANS ARE APPROXIMATE ONLY.
\= 0.999994917 // \ IGN ^y \ (J 374(IPJ D� 1,
Q � % l l 375(7PJ� O l I / / 3. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE YAIH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
�VASIGN / a�� \V A A \ x �l� _ _� - 374(TPJ v v A l 11 / I J ' R/M-3' A NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME
376(TCJ l l / \ 75(7PJ_ \ \ \ LOT / I I I 101, INV=34.4 B. EXCAVATED MATERIAL SHALL RE PLACED ON THE UPHILL SIDE OF TRENCHES.
371(crJ l ,� ` \ 58 4 3 SF 37s2(mJ IAA /
// / / \/ ► \ \ \ \ 3765(TC l `."� / 'r \ \ y I I •}`. C. EFFLUENT FROM DOES NOT OPERATIONS SHAM L FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED
/\ � \ I l .;/•,Y \ � 1.342� \� 1389(rS) � F / IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY.
/ O \ 3715 TP � . � \ �
FFE=•�c0 8' ROOF DRAIN
D. MATERIAL USED FOR BACK-FILUNG TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
�� A �
�p \ 372(TP) / \ \ \ \\ \ \ \ \70' ROOF DRAIN I I \ / E. RESTABALIZATION SNAIL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL REGULATIONS.
�p/ ��\\ \ / / // vv �A vv
/ / / // / \ ♦ V AAV A _ _ l l / / / �l � \ • \A V A / • •'A' ' . .J ::. �/' ZLFiNOUT F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
' \ \
1 \ l /.\ ..J /NV=339 4. CATCH BASINS, MANHOLES, FRAMES, GRATES, ETC. SHALL MFFf THE REQUIREMENTS OF THE LATEST EDITION OF THE NORTH CARODNA DEPARTMENT OF
/ sic` \ \ ♦ \ \ / / / / I i , \ I / / / / �'• TRANSPORTATION STANDARD DRAWINGS. REFERENCE THE FOLLOWING STANDARD DETAILS:
14
\ \ A ♦. \ \ \ \ \ \ \ \ \C ( / \ \ / SIN
375(TP)I /.. •� (�J ® 594$H�E 840.03 - FRAME. GRATES, ND 840.02 - CONCRETE HANDD HOOD FOR CATCH BASINS
.. x REFER TOWET NSHE 770N�C-9
_WR\ \ / - -o \ SIGN yi l / I \ \ \ \ \ \ \\ \ \ \ \ / l / / +�� ( _ J FOR CONSTRUCTION DETAILSCONCRETE }. WATER -TIGHT 840 - CONCRETE DROP THROAT CATCH BASIN
/ / ,/:1. / / / .:./ /
.A TES 840.16 -DROP INLET FRAME AND GRATES
\\ / A \�V I \ A♦A \ \NNN
\\ V A \ /' • -/ / :/ NV=320 A 840.31 -CONCRETE JUNCTION BOX
\ \ 840.45 - PRECAST DRAINAGE STRUCTURE
O \ \\ \ \ \ \ \ CB /' .. /�.. J8.O(TO \ 840.M - TRAFFIC BEARING GRATED DROP INLET
x 840.52 - PRECAST MANHOLE
\ \aS' \ \ \ �R/M=36.2 37.5(GTf + • 838.80 -PRECAST CONCRETE ENDWAIL
�' V 'VA VA ...� / A�
LIM1750E \ 1 ♦\\ \ \ \ \ ' �,/
75-15' HDPE / / G CCEANOUT / / f / \ 5. ALL PIPES SHALL RE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASEROR OTHER ACCURATE METHOD.
VA
M p j \ \ \ \ , \ \♦ \ \ \ \ \ \ \ \ V 026$ / / / R/M=3735 / / / / / /
\ \ / lNV=34.4 EMERGENCY 6. STORM PIPE SHALL BE AS FOLLOW UNLESS OTHERWISE NOTED:
/ / _ _ �� \ \ \ \ \ \ V� / GRASS C/GWNEL I A \�\ V A A A J? V A (WA7ER-T/GHTfI // l / / / / 1 / /,/ / \ SPILLWAY / - _- TYPE 1: RCP. LASS III PER A51M C-76. WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS.
REFER TO DETAIL ,�y r \�� \\ \ \ \ \ / / ti / i/� -
\ _ \ THIS SHEET / CT trp \ \♦\ s \ \ / / / I \ ._ / x / / \ \ /
1Q -- \ \ \ \ \ \ \ \♦\ \ . \ �\ \ \ \ \ `� / \ / / /J TYPE IO HIGH DENSITY PERMITTED
WHEN
PIPE (HOPE) - AASFRO DESIGNATION M25O TYPE S, M294 TYPE S AND MP7ALL TYPE C SMOOTH INTERIOR/ANNULAR
/ - -- _ _ \ __ __ \ I \ �\ \ \ �\ -/ J STORMWAIER EXTERIOR. ONLY PERMffTEO WHEN SPECIFICALLY INDICATED ON THE CONSTRUCTOR DRAWINGS. PIPE SHALL RE INSTALLED IN ACCORDANCE WITH PIPE
y' \ \ \ \ \- __ - SIGN \ \ \ ♦ \ \ \ \ \ \ \ 37.0(TC) MANAGEMENT ! MANUFACTURER'S INSTALLATION GUIDELINES. PIPE JOINTS AND FITTINGS SHWl BE WATERTIGHT.
36.5(G)f' / \ x // / / v \ \ 615'EMENT \
\ / ^ N. \ \ \ \ \ \ y-� / \ \ \ \ \ \ \ / / \ /, / // \ \ - \ 7. ALL STORM DRAINAGE WITHIN THE PUBLIC ROADS SHALL BE CLASS RI REINFORCED CONCRETE PIPE UNLESS OTHERWISE NOTED.
P/PE MET \ \ / / / I \ \ _' 8. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEWED OUT TO REMOVE SILT AND DEBRIS.
lAtV=30.13 \\\ \ CB + -7 \
R/M=362/ / \ 9. IF ANY EXISTING STRUCTURES To REMAIN ARE DAMAGED DURING CONSTRUCTION SAW. BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE
\ MATCH EX/SANG
�ALDE MEi6i` \ \ \ lNV=32.IT I \ \ \ EXISTING STRUCTURE AS NECESSARY TO RETURN TO EXISTING CONDITIONS OR BETTER.
\ ♦ \ \_ I \ ` \
\ ELP�AIM70ENT �• \ \ \ \ / 10. ALL STORM PIPE ENTERING STRICTURES SHAIl BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
\ \ \ \ `` \ \ \ \ / 70'-15" HDPE V \ II. PRECAST STRUCTURES MAYBE USED AT CONTRACTORS OPTION.
373(TCJ� \\ \ \ \ \ -1� ® 0.29$ / \
\ \ \ \ \ \ \ \ FOp O 368(J GT� \ \\ \ \ \ \ ( (WATER-BGHT \ l / \ \ 12. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING 8 COVERS. MANHOLES IN UNPAVED
v V A V A A vv A `VA V A V A A J \ \ / ..... \ \ \ \ \ \ \ /0 O \ \ \\ \ \ \ \ \ / / •:-.: A1REA5 SHALL BE 6' ABOVE FINISH GRADE. LADS SHALL BE LABELED 'STORM SEWER'.
\ VA VA VA VA A A ♦ V A V A A A V A V /
ea F� ♦ \ \ \ \ \ \ - - -- \ / / }; }; ': 13. STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AS NECESSARY.
/ V C v v A v SETv \ \ ` � � /V V A A `\ \ V 66 =15" RCP FES V A / /
l P EA(Al DIPS \ \ �jy' \ \ \ \ \ \ \ \ _ , - /p ♦ �� \ \ \ \ \\\ \ 0 0.50$ lNV=32.0 \ / / �e�L 14. RIM ELEVATIONS AS NOTED ARE TO THE GUTTER FLOW LINE.
\ \ \\ o \
\ \ \ \ \ \ \ \ \ \ \ \ 9'f� • \ \ bR
FES /
\ \ \ \ \ \ \ \ \ \ \ \ \ \C�► 4." \ \ \ \\ INV=298
WET DETEAmON
\ \ V A A \ v V v V tJ ♦ \,o A A V POND
6,' 5
♦ P V A v v /� � v v v /
\ \ \ \ \ V A A \ v \ V A \ �,�/f/ /c �♦ A \ V A A �V AVA V A A V OUTLET CONTROL •/ • /
\ A \ \ 9 A �� v \ IN
V A \-� / ♦ ♦ A % X \ \ V A\ �A A V A STRUCTURE - REFER / 1819ATER OAK
J % \ \ \ TO SHEET C-9
\ �� -- -- _/ ♦ \ !� \ \ \ \ \ \ \ \ \ _ FOR DE7A/L 15'HDPE� / VEGETAT /
REFER TO /
CONSTRUCTKIN DETAILS
(EYEL SPRFi
V VJER
A A\ V A \ V A V V v / (REFER TO C-10 FOR /
A V A A 'kp A A \ V A\ V V I/ CONSTRUCTION DETAILS
Vv v v v vv vv vv v v
\ \ \ \ \ \T�
v� v vvv v vvv A\ vvvv LIMITS OF v //�� ' MAY
A \ '� \� V A \\ \� \ \ V D/S7URLLWCL_ ' L U l j
"
LEGEND: vv v vvvvv v v�Ovv v��8��vyvv WATER OAK
TC.......... TOP OF CURB
GT.......... GUTTER FLOW LINE _ _ _\ V A V A \ \ V A A �O
TP.......... TOP OF PAVEMENT , R�p
\A v v v V A o\ \ V A V A A UNDERGROUND FIBER\\ ,
TS.......... TOP OF SIDEWALK W OPi1C ONE \ ,
\ \ \ , WATER OAK
TW..........TOP OF WALL SLOP OF DITCH
To EXTEND uFINc CH \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
BW..........BOTTOM OF WALL TOP of DITCH \\ A v v v \ \ \ V A \ v V v /
6' MN. FREEBOARD \ - \ \ \ \ \ \ \ ♦ L/Ml/S' !?DANCE
CB .......... CATCH BASIN \ R \ \ \ \ \Foa \ 'Q(4a�)
� \ \ \ \ \ \ \ ♦ RE 0 E CONTROL /
H CHANNEL UNIN6 4 \ /y, A A v v \ V A V A I V A \ V A A \ OVA ♦ P N AND UBL/ LAN FOR /
GL...........GRATE INLET INSTALL CHANNEL UNING \ \ \ \ \ \ \ \ \� \♦ \
EROSION COBRA MAT SHA L BE AS L AND Soo SWALL IMMEDIATELY \ A �A A A V A VA \ ' V A V AOVA ♦'� RCE A/A/N CONS UCDON
FES..........FLARED END SECTION NOTED OR APPROVED EQUAL I B �I AFTER T14E SWALE HAS
BEEN - _ \ \ \ \ \ \ \ \ \ \` \ \, \ 'cp \ \ \ \ \�\ \ ♦\ /
YI YARD INLET FLOW LONG. - A V A VA V v \ A \ V A \ \ V� \ A /
DITCH 0(10) SLOPE(%) H B W SS CHANNEL UNING
GRGROUND
\ \ \ \ \ \ _ \
\ \ \ \ \ \ \
\\\ \ ` \ ♦\ ♦
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/
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575 OR EOUNAffNT
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Advaa�ce ;�„'
Auto Parts � ,.
EROSION CONTROL LEGEND
RM TO DffAl SHEM FOR STANOM MM CONTROL DSTAI S
CONSTRUCTION ENTRANCE
---------- _ _ EROSION CONTROL NOTES:
RFRR TO DETAL SHEETS C-B FOR CONSTRUCTION DETAILS OF THE PROPOSED EROSION CONTROL
MEASURES TO BE USED IN THE DEVELOPMENT OF THIS SITE.
\ \
REFER TO SHEEP HE FOR TEMPORARY AND PERMANENT SEEDING SCHEDULES FOR PROVIDING GROUND
COVER THE FOR THE DEVELOPMENT.
\
\
\ \O \ \
\ /
0, T•\ \\
260,
Cw \ \ \
\ \ LIMITS OF DISTURBANCE
LIMITS OF D/371/5B4NCE / [/M115 OF DISTURBANCE
O /
TEMPORARY SILT
Ss_^� /
\ \\ \ O FENCE
FN
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\ \ \ O \ TEMPORS/LT / �, / �. _� ��•►,�!_ FM
ARY
13
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LANWILLO DEVELOPMENT 00 I \
\ \ A 3 M / LOT 231, MILL CREEK RIDGE AT DEERFIELD, SECTION 7
\ \ \ \ \ \ 1 MB 46, PG 19
, \
\ \ LIMITS OF DISTURBUCE / ,1, / PIN: 3282-95-0451-0000 I \
ZONED RP O
\ \ \ 1 \ � / � LAND USE: UNDEVELOPED I \ \
LANWILLO DEVELOPMENT CO
LOT 232, MILL CREEK RIDGE AT DEERFIELD, SECTION 7 \
1 \ \ \O r MB 46, PG 19
PIN: 3282-95-3355-0000 \
ZONED RP
\ 1 s ` / � j / � LAND USE: UNDEVELOPED \ \
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MAV.e' CUP LOT 230, MILL CREEK RIDGE AT DEERFIELD, SECTION 7
zaac' MB 46, PG 19
—_ PIN: 3282-85-9252-0000
ZONED RP
LAND USE: UNDEVELOPED \
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X
MINE 1
WHO
8' MAX
VARIABLE AS DRICTED BY THE ENGINEER
CA
ME PROTWIDN AREA
DO NOT BNER
J-
WARNING SO DUAL
XVMW SIGNS TO BE MADE OF ObORE, RFATiERPROOF MATERIAL.
U77ERS 70 BE 3' NIGH h AWRMN CLEARLY LEGIBLE AND SPACED AS DEFINED.
SIGNS 9 ALL BE PLACED AT 50' MAXIMUM AVIDWALS.
PLACE A SIGN AT EACH DO OF LIE/W TREE PROTECTION AND 50' ON CENTER TNERE AFTER.
FOR TREE PROTECTON AREAS LESS THIN 200' IN PERIMETER PROVDE NO LESS 7NAI ONE SIGN PER PROTECTION AREA
ATTACH SIGNS SECURELY 10 FENCE POSTS AND FAM
AMNVOUN WE PROTECTION FENCE THROUGHOUT DLRAT KAN OF PROW
ADD/IOM SIGNS MAY BE EMITO BY CITY OF RALM DSPECTKiFLS DEPARTMENT BASED ON ACTUAL FEED CONDITIONS
PEACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 5D' ON CENTER TH RFMLR
TREE PROTECTION FENCE
NOT TO SCALE
7 SLOPE TRACKING DETAIL
C-8 NOT TO SCALE
x
JrrriiTl�l I •
SLOPE, GRAVEL FILTER
TEMPORARY SEDIMENT POOL WIRE SCREEN
DENATERING
rMA
I
-��.�..
-HUB END ON OUTLET
END SECTIONS. SPIGOT—
END ON INLET END
SECTIONS.
SEDIMENT _w 1 '1
1 TEMPORARY INLET PROTECTION
NOT TO SCALE
-Or
NOTE:
USE DOZER TRACKS TO CREATE GROOVES
PERPENDICULAR TO THE SLOPE GROCAM WILL CATCH
SEED, FERTILIZER, MULCH, RAINFAL TURD DECREASE
SEDIMENT IN RUNOFF.
GENERAL NOBS:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC
WILL BE ENTERING OR LEANNG A CONSTRUCTION SITE TO OR FROM A
PUBLIC STREET.
2. STONE TO BE 2'-3' WASHED STONE
3. THE ENTRANCE SHALL BE MAINTAIMD IN A CONDITION WHICH WILL PREVENT TRACKING OR FUMING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEiVWUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACED ONTO PLOW STREETS MUST BE REMOVED IMMEDIATELY.
WHEN NECESSARY WHETS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING 6 REQUIRED. R SHALL BE DONE ON AN AREA STABILIZED WITH CRUSTED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
5. FILTER FABRIC STALL BE MIRAFI 500 OR EQUAL.
6. ENTRANCE SWILL BE A MINIMUM OF 20' IN WIDTH OR THE WIDTH OF THE EXIT, WHICHEVER 6 GREATER.
EXISTING
MINIMUM 10
GAUGE LINE WIVES
am,
1. USE SILT FENCE ONLY 1
DRAINAGE AREA DOES N
EXCEED 1/4 ACRE TURD
AREAS OF CONCENTRATE
2. REMOVE SEDIMENT DEPC
NEEDED TO PROVIDE SD
VOLUME FOR THE NEXT
TO REMOVE PRESSURE
SILT FENCE.
AW .SZZW.
5 SILT FENCE
C-S NOT TO SCALE
SOIL STABILIZATION FABRIC
UNDER WASHED STONE
4 l:UA61nUI;11UiV L'1VItCA1V1;F;
C-8 NOT TO SCALE
6'-0' MAXIMUM
1. LAY ONE BLOCK ON EACH SIDE OF IRE STRICTURE 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. PUCE THE BOTTOM ROW OF THE BLOCK AGAINST THE EDGE OF THE STOMA DRAIN FOR LATERAL
SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 274 WOOD STUDS THROUGH BLOC( OPENINGS.
2. CAREFULLY FIT HARDWIRE CLOTH OR COMPARABLE WARE MESH WITH 1/2-INCH OPENING OVER ALL BLOCK
OPENING TO HOLD WAIEL 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 21 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE DOT /57 WASHED STONE 6
RECOMMENDED.
NATURAL GRADE
E
RIP -RBI
I I
STEEL BARK ROD -� %W" 111111=IIIIII=11 Ilj 1=111111 1114- #5 WASHED
� � � 4' /5 WASHED STONE
PLAN 1' MIN. F--1 LAYER OF FILTER FABRIC
NOTES
WRAP 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 HEGHT NOT LESS THIN TWO THRDS THE PIPE MAMETER OR CULVERT HEGNT.
THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEAA G LIANNEL THE
AREA TO BE PAVED OR RIP -RAPPED SHALL BE UNDERCUT SO THAT THE NNERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THE APRON SHWl MOVE 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 O THE RECEIVING CHANNEL
ALL SUBGRADE STRUCTURE TO BE COMPACTED TO 95% OR GREATER
THE PLACING OF FILL EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT TE ALLOWED.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
r AKW r Uff cur.,. O11 Of •. A.
i NOT 1 SCALE ATIZAZIN/ VE MW NEW COAMMAEP RM OW
9W"A6TPFES)57a6N1D?7AfAFfiW COMUY
MW ,�OI ,. / OR fi
.. r ;a. ,.
n/
Advance �-:
Ate /tea
WRop Apron*l
DIMENSIONS
ENTRY TRY VV117TH
3.8
FT
LENGTH
7.5
FT
EXIT` WIl7rH
8.8
FT
MIN. TFICEQJ6S
22
IN
MN. STONE ENAMETER
6
IN
STONE CLASS
B
RTp-Rap Apron32
DIMENSIONS
ENTRY VV0rH
3.8
FT
LENGTH
7.5
FT
EXIT V IH)TH
8.8
FT
MN. I MCK ESS
22
IN
MIN. STONE DIAMETER
6
IN
STONECIASS
B
WRap Apron*3
DIMENSIONS
ENTRY WIDTH
3.8
FT
LENGTH
7.5
FT
EXIT WIDTH
8.8
FT
MN. TFQCKNESS
22
IN
MN. STORE DIAMETER
6
IN
STONE CLASS
B
N
ARM
_
STEEL7 1 ST
WIRE FENCE
HARDWARE CLOTH
`I
REMOVE it
T OF #57I.
• As / a 'a'A/ - v ilii!!®J8!
I i-:
[ i '.I WH '.i 1 1
WASHEDSTONEt± iFILTERWASHED
STONE
/• A/. / / ♦ „• /, /:.� ti .., ,. ,
a.ua®aaa®W
an®pmMMg,�I OUTLET is COVERED.
2. REPLACE STONE AS
3' FILTER FAMI-C
--- --
I ----- HOED TO ENSUREF71
1
re
:GRROUND
UDR
FENCE AND
RIED B'
I' HORIZONTALLY
IN EXCAVATED TRENCH
SIDE DE@
SKIMMER CONTACT
INFORMATION
J.W. FHRMN a SONS, INC.
P.O. BOX 757
HLLSBOROJGH, NC 27278
919-732-1244
919-732-1266 FX
'C' ENCLOSURE
FENCE
u
`FFIIL RVFNABRIC, FENCE,
/
BURY WILE FENCE AND HARDWARE CLOTH
BOTTOM OF WIRE FENCE AND
IX 2'
AND
FILTER FABRIC BURIED B'
IN
VERTIMLY AND 4' HDRQONTA.LY
I• INTO
SECTION NEW
IN EXCAVATED TRENCH
D
NWIMKVLT MEN,
3
SILT FENCE OUTLET
/ & ax�elm er w neaal�r as sac nw�r av xsAsrxr rednsr
AFIV Dud/ MMW M AV AT LEAF INEYM011C ARXOWUP A VVF Or MiAR3' AM D 9W BF JAW
C-8
NOT TO SCALE
macwmr
Z 7Ae 39 WF SAIL TIE AR4rM AK1MP/LYAW AW MAT 7w Hs exam OR am& 6.
J: .gLIaWT LtlKLS45' 9trY4D Ar AHA1K0 rTcv tDmn3' NfApll7rF ATE 1t,WWR If 7/E849/IX An'
SIIam aF/4975 AWINWMC N Al" ow TIE SLI fEKF anu 5wow RM 2E m m XO
OX1 M W NE EU5 M MW AfFAMYD AW SWM
1�
1. TEMPORARY DIVERSION DITCH TO O USED TO INTERCEPT FLOW AND/OR DIVERT TO A
SEDIMENT CONTROL MEASURE OR BMP.
TEMPORARY SEEDING SPECIFICATIONS/SCHEDULE
March - OcL Browntop Mum
Nov. - Feb. Waster Rye
SEEDING SPECIFICATIONS/SCHEDULE
40 this/acre
120 Ibs/acre
FOR SHOULDERS, SIDE DLTCBBS, SLOPES (MAX 3:1)
Date This PlNIUM Rate
Aug 15 - Nov 1 Toy Fescue
300 Ibs/ocre
Nov 1 - Mar 1 Tall Fescue a Abruzzi Rye
3m fun/acre
Mar 1 - Apr 15 Tall Fescue
300 Ibs/ocre
Apr 14 - Jun 30 Hided Common Bermuda Gross
25 Ibs/acre
JIA 1 - Aug 15 Tall Fescue 3 BreWMop MW
240 la/acre-Tall Fescue:
or Sorghum -Sudan Hybrids
35 Ibs/ocre fMoMdop Millet
30 Ibs/acre Sorglu rn-Sudan Hybrids
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 - 2:1)
Date Type
L7antigg Rate
Mar 1 - Jun 1 Sericea lesordeno (scarified) a
SO Ibs/acre (Series Lespedam)
use the follodrg combinations
Mar i - Apr 15 Add Tail Fescue
240 Ibs/acre
Mar i - Am 30 Or add MW Common
25 Ibs/ace
Bermuda Grass
Jun 1 - Sep 1 Tall Fescue a Bmgm4 Millet
240 @s/acre Tay Fescue
a SorghuurSudco Hybrds
35 ft/acre Brosrdop Mdbt
30 IDs/acre Sorghum -Sudan Fronds
Sep 1 - Mar 1 Seem Lespedem (UnMdled-
70 Ibs/acre Sam Lespedem
Unscamfied a Tall Flames
240 as/acre Tall Fescue
Nov 1 - Mar 1 Add Abruzzi Rye
25 ls/acre
am&T SaEC ENGINEER FOR ADDITIONAL !FORMATION CONCERNING OTHER ALTEANATNES FOR VEGETATDN OF DENUDED
A EIIS THE ABOVE VEGETATION RATES ARE THOSE THAT DO WELL MINDER LOCAL CDW DNS, OTHER SEEDING FATE
COMBINATIONS ARE POSSIBLE
n• TEMPORARY: RESEED ACCORDING DING TO OPTIMUM SEASON FOR DESIRED PERMANENT VE LTATION. DO NOT ALLOW
TEMPORARY WAR TO GROW MORE THAN 12' IN HEIGHT BEFORE MOWING ONERM6E, FESCUE MAY BE SHADED OUT.
END NEWFRONT VIEW
FAIMRCLOTHTH SKIMMERS
REFER TO DETAILS
SCHEDULE 40 FOR SKIMMER SIZE
COUPLING CONNECTION REQUIREMENTS
> �, v , r.•.r , �
,. •, rl 71 9 1 ..F71 r '• 4' 1 'd1
. , r n •r ,
�771 T
JI- I M rlrll.�Jl
�f11- ��L�Oru-n�'
n
CROSS SECTIONAL NEW
2 TEMPORARY DIVERSION DITCH
C-B NOT TO SCALE
SEEDBED PREPARATION:
1. CNI5E'L COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE RDCK, ROOTS AND OTHER OBSTRUCTIONS, LEWM SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL UME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE SEEDING MIXTURE).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FlM, REASONABLY UNIFORM SEEDBED 6 PREPARED FOUR TO SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EWPMEW OR CULTIPACK AFTER SEEING.
7. MULCH IMMEDIATELY AFTER SEEDING AND MOOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MARE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE F STAND
SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABISH FOLLOWING THE ORDINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FMUZATO AFTER PERMANENT COVER IS ESTABUSHED.
SEEDING MD(T[JRE:
C RICULTURE LIMESTONE 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOBS)
FERTILIZER 1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE, 500 LBS/ACRE - 20% ANALYSIS
MULCH: 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 300 GALS/ACRE
Sediment Basin
SURFACE AREA REQUIRED
936
SF
SURFACE AREA PROVIDED
990
SF
VOLUME REQUIRED
1,440
CF
VOLUME PROVIDED
1,508
CF
STORAGE DEPTH
2.0
FT
STORAGE ELEVATION
45 X 22
FT
32.00
TOP OF DAM
53 X 30
FT
34.00
EMGY. SPILLWAY LENGTH
10
IFT
32.50
BOTTOM OF BASIN
37 X 14
IFT
30.00
• AREA I
SURFACE
SPILLWAY
SKIMMER SIZE
I SKIMMER
SKIMMER
ORIFICE
RADJUUS
DRRERR
1.5 9V
0.4 #V
0.9 IN
BASIN
DRAINAGE
LAAAES
DENUDED
ACRES
O a
IN
LUM
DEP�NI �FFQ
H 2
(FEET)
(FEET)
(FEET)
(FEUT TE)
(FEET)
M C
I
ET.
SQ FT.
BASIN
095
0.95
J4
1710
1791
1,112
1152
1.0
20
4.0
10
1.5
5.0
1.
NOTES:
1.
BAFFLE MATERIAL SIX10 BE SECURED AT THE BOTTOM AND SRO
STANDARD SKINNER METAL
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE
CONSTRUCTION SPECIFICATION4
Z
MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
CONTAINING HALER AMOUNTS OF ORGANIC MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MMTEIAL
3.
PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
TO THE DESIGNATED DISPOSAL. AREA.
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES,
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT 6 FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER
U SUPPORT POST 4.
0 pp44 BOTTOM 5.
��
BAFFLE STALL BE 700 G/112 COIN EROSION BLANKET.
TOPS OF BAFFLES SHOULD fE 2 INCHES LOWER THAN THE TOP OF THE BERMS
OBJECTIONABLE MATERIAL PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE
OR WOE
ONCE A WEEK AND AFTER
EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
A1WEC7 84AFLE3' AT LFAS7 OAT 7 A NEW AAD AFTER
SCE pip FpgpC 6.
I
INSPECT BAFFLES FOR REPAIR EACH RAINFALL
3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION BETWEEN THE RIP -RAP AND THE SOIL FROM
FAGY1 gggyrFAA, ANT ANY AVMM
BURIED IN TRENCH
PIPING BY USING FILTER FABRIC OR A KEYWAY CUTOFF TRENCH BETWEEN THE RP -RBI STRUCTURE AND SOIL
MNkDIIIEZY.
STEEL POST
- PLACE THE FILTER FABRIC BETWEEN THE RIP -RAP AND THE SOIL EXTEND THE FABRIC ACROSS THE SPILLWAY FOUNDATION AND
SIDES TO THE TOP OF THE DAM: OR
/W SERE TO AAWYAW AMUS 7D ME BV}ZES
'
- EXCAVATE A KEYWAY TRENCH ALONG THE (ENTER LINE OF THE SPLLWAY FOUNDATION EXTENDING UP THE SIDES TO THE HEIGHT OF
SVLW 71E FAMW OF 84WE TEAR,
I
THE DAM. THE TRENCH SHOULD BE AT LEAST 2 FELT DEEP AND 2 FEET WIDE WITH 1:1 SIDE SLOPES.
A2YMVS,- O9 &M EAIFFFEMW LPAL4 ff
f,KOLM
--- -
4. CLEAR THE POND AREA BELOW THE ELEVATION O' THE CREST OF THE SPILLWAY TO FACILITATE SEDIMENT CLEANOUT.
AR2AP7LY.
SO STAPLED OR
__-_
---- ---- -----
---- __
5. ALL CUT AND FILL SLOPES SHOULD BE 21 OR FLATTER,
THE HED T
TRENCHED INTO BOFFIN OR SIDE SECTION NEW AT OPENING
8. THAT THE STONE (DRAINAGE) O THE EMBANKMENT HAS A MINIMUM BORON WIDTH OF 3 FEET AND A MAXIMUM SIDE
AAMW SELIIENT 119WS MEN RWACAff ANLF
--- --- --_--
SLOPE OF 1:1 THAT EXTENDS TO THE BOTTOM OF THE SPILLWAY SECI'DN.
SLOPE BOSECTIONTOM
f7RL TO AWMEAMEW E SIWffiE MXLNEAW
CROSS SECTION
_ _ _ _ _ _ _ _ _ _
-_-_-_-_--_-_--_ --- -
loll?
7. CONSTRUCT THE AMIIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON THE PLANS, WITH 21 SIDE SLOPES EXTENDING TO
PE NEXT RMV AW RI APACE FRE33 P£ OV 7AE
- - - - -- - -- - .,:.�;:
THE TOP OF THE OVER FILLED EMBANKIMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET STRUCTURE AT A
9FRiS WeCM'f 70AM 441[42W 7AE
--_-_- ---_ � �
MINIMUM OF 21 ICHES THE WEIR MUST BE LEVEL AND CONSTRUCTED TO GRADE TO ASSURE DESIGN C PACIIY.
B471E5 SAG YXFi44AVNIT. .SMIMEW �N
AESPECT SANVD? 52ZINlA9' 8WV AT LEAST �Y � AF7EN FACIA .9GA0'XW (OK-MF OWN OR GRA)ZR) MAKI IL EI47Jl4110 ROW M1 M7FLY.
_ _
_ _ _ -- _ -- _ _ -_
6. MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL -GRADED MIXTURE OF STONE WITH A D50 SIZE OF 9 INCHES (CLASS R
STAXWD AMR fAC'CEED A IF TIE
RMW SZ/MW7VT AID RE37TAP£ NE 9LCW lO RS 0IMN OWEi iSM MfEN SZDOW AO:OINN.IIES TO OI- AW/" 77E /Mff Of 71E AM WFIE ft LL
_
-_ -_ -_ --_ - ---_ -_ -_ -
CONTROL STONE 6 RE COMMENDED) AND A MAXIMUM STOE SIZE OF 14 INCHES. THE STOW MAY BE MACHINE PLACED AND THE
57O01 T DOM
w SKEWER ID ME Sa7E so 71NT IAE .SEG9AENT LAVLDIM11 IH n C.4N IE ECAIATEO LA'CANNTf TIE SEAAE7VT AROI/ TIE" EMS MM AV7.AZT AROMYD
_ -- _ _ -_
SMALLER STONES WONTED IRO THE VOW OF THE LARGER STONES. THE STONE SHOULD BE HARD, ANGULAR, AND HOLY
THE SXMWU OP TIE F457 CIZI. MW SEW k7,1T WN GRIMING AV Af 977AW O`' RE 9WY LAXS ADTIKXD DOW HE SX2WEk
WEATHER -RESISTANT.
AA7DP IlE G77NIMBY/9VG OOVNMf AAL1 A4S REDV
- - -- - --- - --
9. DISCHARGE TILLER WATER TWO THE BASIN N A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE GRANS DIVERSIONS WITH
AWP1 WY STAWAZED, RE7lGt2' All 9VIZE
ADW TIE 9VFTES E PEY ARE 94WZO AE AWDW TIE 9MAIZES E NIMP /S /ZMW IAE0.'AIEA7N OP A90M NEW
BASIN EFFICIENCY.
PROTECTION TO DIVERT SEDIMENTS LADEN INTER TO THE UPPER END THE POOL AREA TO MARINE FT TRAP EFFlCIENLY.
AH7ERYILS' AAO f DIOLE SEAIW Ot1S'O.�
UNTIL STABLE
AS U
ENSURE STONE SPILLWAY SECTION EXTENDS DOWNSTREAM PAST THE TOE OF THE
ITI THAT
9BWG IIEAVA 7O AID S7A8ff ff.0.
jrE TILE SXWBER LS (XGGCfD M1R1 7R4A1 MD IA7E LS NITER AV 71E 9131X f/STNILY JEnYMC OV ME A'tll� AWI ANKf 77E SWYM/t7P 92B LP AW D:XIV AAO
INLET ZONE 1st CeI , nd I OURET ZONE
THE EDGES
CONDITIONS ARE LEACHED AND OUTLET VEI.00IIY 6 ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE
CON A E ET VELOCITY
ROWA2Na 11I RIL TIE S 70 PE Ste' CRr T1E AW AW REXOpF' RE
aFLX' 2F
sin
su� ���
STREAK
DILLY �1CUURRACU.,U; � ND' PASS 800 RAWWILLn�WAGE
7fE AVM 7TE E 5 Ar Al fT ME AFSK
area bow slu5rfece aea
be in s�Drf� rhea
11. DUCT DMA B�1'Pl� TO A� I.OG�H W�R.E1S THAT THE
EMBANKMENT.
E 7W ST(MO/ER MWI OW 84M PA°E LS CLO M,, 7AE aWAT CAN BE AE-10ID MD AE GW57RLC71YV YXFAIED ON A RINIBt'R5 SANAT OR BY IZIWW
12. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY
N W mime LE STA4f V MR" ME ONX2' A1 RIFA99 " AE .A1'NM0
A
PLAN M
AFTER CONSTRICTION.
13. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEWOW LEVE Q THE DESIGN DEPM) ON THE PLANS
chfi ' 711E FABRC LAw S7WIAWY fw aww AAV mAT Amor RE6Ws" AirPMVS MAN FASW ANT SFAA9 THE filL MOTH OF IRE ' VIWIIK. OEM TIE
AND WIN( O IN THE FIELD.
I SKIMMER BASIN
EWBMfO WF SFUJI US; MD MET TAP EAY" AMNG4 AMID A PECT 7W pMMW FOR FFAG MO MME7fM. AWYE AIL AE'CEZW NPMPS
14. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES.
MMIZIN)IY. ARA9W ALL 7RASY AW OTTER "U FR W RE .At W AW PDX AREAS
C-8 NOT TO SCALE
f7P27W AIMV R CAN AFMT IN A7 FOOM1t^, AV ME' 94SNL STRIAE SPECIAL APET.4N1A210' 9AXW BE" TMDV AW WE ANV7& 70 fWMw TIE 91NAEIP fAM
PLUM1119 JIM k1E
W la
.J o
Vw
Z Ia
�
;;
LQ
r
O
A A ;a
O
1 CQ r
U 3 �'N
in m
Xz 1
�
o
o CD
Ua ��Upp
i d
Do fl
...7 m
m
I �
EcaM
�z
d
®
CC)
r-
Z`
�#Ix
Gc7
�.P�
..
•7
s7
�
n
o
CONSTRUCTION
DETAELSS
am
q
HIDG.
5/17/12
ON".
Re f
mum W.
®IS Rf
001000
YL MR= PLY!, all ,!ESL
WWL m m Y! C mm1 m
=am AM me m W =a
Am" !!1® or m umm
PWalrslaW As � or
EfiML ImMll m rummy or ms
D PBlB✓ML 1MT
mrsmummtmcm or
m i � AL CON®
in ® Or arm Jm off
!ri /lQmr 1ll�CJMS Bils�
♦.
;4,ttil ;`COL'
•OF ESS/3 . j
�y0 �'�
' SEAL
24434
�' s-171z
• f-�C7P• 'lL,;
C-8
AD - HA1PSt8AD. ED
J

CONSTRUCTION SEDUENCE
FOR WET DETENTION POND:
1. INSTAL EROSION CONTROLS.
2. CONSTRUCT DAM BASE AND AREAS BELOW THE
NORMAL POOL CONSTRUCTION TO BE PERFORMED
'
LARDER THE INSPECTION OF THE GEOTEC198CA
'
ENGMEE2. SEED UPON COMPLETION.
3. INSTALL OUTLET PIPE, RIP -RAP APRON AND
STONE FILTER RING.
4. CONSTRUCT OUTLET STRUCTURE.
5. REMOVE ACCUMULATED SEP" AND 15' HOPE WITH WATER TIGHT SEAL
SEED UPON COMPLETION. PIPE TO BE BEDDED
PER DIRECTION OF GEOTEC MICAL
ENGINEER
1I /
LEVEL SPEADER FOREBAY
REFER TO DETAIL THIS SHEET
FLARED END
SECTION
MN--31b
7qo Of
d O o �'TA5
d D �Evg
4' MIN I
3' MIN ELEV. 30.0 -
1
1 ASIM C-923 SEAL
BETWEEN EMIFIREL & RISER.
4' RISER BASE TO BE FILLED
CUTOFF nENCH KEY WITH CONC. TO INVERT OF -
MPD)O ATE SIZE fiARIE1
DUVAIE AND BACKFILL 8'0'X1'XI2' LONG ANGLE (6 TOT. REQUIRED) TO ANCHOR RISER TO
WITH COMPACTED BASE PROVIDE 2-3/4' A307 BOLTS FROM ANGLE TO RISER AND
STRUCTURAL FILL AS 2-A307 J' HOOKS 3/4 DNA. X 12' LONG FROM ANGLE TO BASE.
ANGLE TO BE FIELD COATED WITH ZMC RIOT PAINT AFTER
DIRECTED BY GEOTECH WAIL CONSTRUCTION. 'J' HOOKS TO BE PLACED UNDER LOWER REINFORCING
ENGWER Slm.
24'-15' HOPE 0 083X
TER MEDIA (SEE NOTE 2)
SILT FENCE AS NEEDED
FW --
YTER LEVEL
Am
1, PAIN M NSEAunON, MA UTACRIFIEW SPECIFICATIONS OF FILTER MEDIA SHILL BE REVIEW M ENSUE THAT DISCHARGENFROM
FILTER NEON SMALL MEET OR E1tCEED TIE PIIOrWOs OF THE CLEAN WATER ACE.
2 ENSUE THAT PUP PR64NE DOES NOT EXCEED rLJM MEDIA PRESSURE RATNG
I FILTER MEOW MY BE, BT NOT MM TO. SAID MEDIA FILTRATION DEUCES. R17FD FLIER FABRIC
BIDS OR POLYMER BASED COMMONS PRICI CES
4. PUP SMOU SAIL NOT BE N OORACT WITH BOTTOM OF POND. /�/�
E P PAID O0011M LOW POINT i .,,,TIC
STORMWATER •,
ACCESS EASEMENT
ore/
.
a
µ
'N/
V^\•e
•,
/ a.,
..
SEEDBED PREPARATION:
1.
CIM OOPACIED A" AD SPREAD TOPSOIL THEE NOES DEEP OTR AOESE SOL 0011DRIONS, F PAYABLE.
/ es
2
FW THE ENRE AREA 70 SIX NOES DEEP.
I
REMOVE ALL LOOSE ROCK, RIOTS AND OTIID OBSIRN norms, 1FAMNO SURFACE EA9OMRY S WM AND IAIFOLL
\ °
4.
APPLY AGIMTUPAL UM, FERRUZER, AND SIPE1PF109✓IWE UNIFORMLY AND MN WM SOL (SEE SUM MIXTURI).
v ..
/CHAIN-UNN
6 PREPARED FOUR M SDI RIGFS DEEP.
5.
CONIMIE TILLAGE UMR A WELL -PLUM D, FIRE REASONABLY UNIFORM S®9ED
FENCE WITH
&
SEED ON A FRESHLY PREPARED SIIDBED AND COAL SEED UORILY WIN S M EQUIPMENT T OR CIATRART PIER SUM
/ GATE
7.
MULCH INIDMTELY AFTER SEEM NO NOW MULL
E.
INSPECT ALL SEHID AREAS AND MARE IECE4 W REPAIRS OR RE-SEmNfS 1IIIHM THE FL MMM SEASON. F POSSIBLE IF
STNO SHOULD BE MOPE THAN 60.E DWM6 M RE-ESTABLISH H'OLLDIWIG THE ONi1N LNE FERRIZERR NO SEMM TM ES.
W W
9.
CONSLAT SWEC ENAONFMA PIONEERS ON MAINTENANCE TREATMENT AND FEMWDRON AFTER PERMANENT OOER 6
LANDSCAPING
ESTABLISHED
NOTES:
+ ✓ /
1.
ALL LANDSCAPING DSCi PNG SHALL BE M COMPLIANCE WITH THE NOIFIM ENP RIOIIIOORS
i
/ 1X �x
W W
W W
2 LANDSCAPE CONTRACTOR SHALL PLOW A TFO-YM WYBM ff FOR RP RMW 9FNNi)MPINCm11
_ a AT THE END OF THE R6T TEAM NO A THE EID OF 11E TFD-YEAR UMM PUM AL RA IS THAI 00 MDT SUAVE
MUST BE F94ACED. / +
4. ERALSHWff PROCEDURES, WON A4 CONTROL OF INVASIVE NEEDS ANIMAL AND WWO4 DANCE, MILONG, RE-STMOW;
M Mr7 AND MESH OR TUDE PROIECION REPIM,Rg14 SHALL BE W LBMU M THE EXTEND NEEDED 10 DOW PLANT
SIINNM. SIAM DUST BE REMOVED AFTER ESTAM6H ENT WoRDI MTELY 12 MONMI TO REMIT GIIDUNG
(SIRM M) E ALL WOOOf PIANIS. I°0�
5, CRASS OR 9BOFUIMR SEED MST BE ARID ES B THE ROM SPECIFIED BY THE SIPRALS. IF PLANT ESIABUS ME NT W W A ✓ W 04 of
CANNOT BE AOIEYD WIN SEW BY THE RE OF SUBSTANTIAL COPU110 N OF NF STGNMMTER FACILITY PRRp1I OF THE � '} W W W Z• W o00 Qo
PROECT. THEN THE CONMMWM SHALL PUNT TIE AREA WM MDUMN SO0. RWS, =ffMER RMIS. OR ORFR MEM I W W W W ° W
TO COMPLETE THE SPECIFIED PLANTING IN G ME PROM W16T PROS MORE WATER 6 ALLOWED M EMER THE SfOMMTER � oO 0 O0
BP FA'MIY W W Wj W W O�O Ogg0��1
& AL WEEKS SHALL BE ACQUIRED FROM N MsED A'PMCDDIR PANT WNW PLAT MOM SHOUg BEPURCHASED + + � + + oW°°o 006O
FROM A LOCAL SOURCE TO E76UE S RAMABIITY LOCAL YENDW FOR THIS SITE NCUIM \ v W W W
- CELL BE NATIVE PLANT NURSERY 919-882-5556 .f W W o00 00l
- IRDI NG WILD MBSW 910-251E-8J61 otb o
- MC FOREST SEANCE 919-731-79M
- PLANT DBI IM NURSERY 919-772-4794 .v3 0a0°
- TARHEEL MINE TREES 919-553-5W /� INLET DRAINAGE PPE 'f 0000
0O
LANDSCAPING NOTES: \ + 0
'
1. CONTRACTOR SAIL COMPLY WITH ALL APPIOHE CODES 10 O ORWE REGARDING AWOS WMG. - w
2 If S THE WAPONS EIAN OF THE CONTRACTOR 10 ESTABLISH A HEALTHY STAR OF CRSS ON ALL SUM AIRS. \
I CBRRAPDR STNL PROVIDE MIIAM TOPSOIL THAT S FERTILE. FWYLE. WNDM MIXTURE OF SOW MAIEfl/LS. AND \
OBTAINED FROM A WELL BM M MIYABLE SINE T SAIL 10 CONTAIN SIBSTAICES W" MAY E HARMFUL 10 TEAM 'H
IROWM. TOPSOIL SWELL E SCREDm NO FIFE FROM CLAY, LUMPS, SPINES, ROM PAR OR SWEAR SIBSTNICES 1' OR TOP OF EMBANKMENT
AKE N MAIM OEM05, OR OM MUM WISH MIGHT E A MR)OW E M PNIRNG OPERNIOIR TOPSOIL SAIL ELEV.=35.0
CONIAN A LEAST 4-M ORGANIC MATTER BY WEIGHT AND WE A PH RANGE Or 53 TO 7A
4. ONOW1011 SAIL E RESPONSIBLE FOR THE MIDW AND THE MAINTENANCE OF ALL LANDSCAPED AREAS LINE THE LATER OF,
�\
(a) THEM (30) DAYS MLMW THE PLANING OF THEGRAM AND SNUBS. OR U(b) THEONE TIED OO M OMOPENSAREAS WITHIN THE POND ABOVE
FOR EllTSNESS 10 THE Ran CONTMCOR SAL MSO E RSPp19 M FOR THE SURVAL E THE TAP PAWING THE NORMAL POOL ELEVATION OTHER
MMEMMAS 009WO THE TWO-YEAR WVBNRY PERIOD MB SAIL REPLAN: ALL PANTS THAT DO NOT SURVIVE AT THE END OF + THAN THE LITTORAL SHELF
THE HST YEAR NO A THE FIB OF THE S MO D YEAR OF 1E O MRy PERIOD. PUNTING AREA SHALL BE SODDED
5. CoMYRACTOt TO VERIFY OUMRRES PRIOR M CONIDM W IK \ \
B ANY OBATBFD AREAS MET SCIEDULD FOR EPPOSCAPE. RWM OR NAM SIADL BE SEETID LAWN MFEN TO SITE PAN \
FOR LOCATION OF AREAS TO BE SODDED. + \ LITTORAL SHELF
W REFER TO CHART
T FOR FOR
7. NO PLANT SIBSRRRIOS ARE PEWNIIED WMWT W6OEN APPRONL OF THE OEM R040MARE i \ W PATTING REQUIREMENTS
L FOR NOW RAKING AREAS. RMOE ALL PMOEM. GRAVEL, SUBBASE AND CONSTRUCTION DOW FIRM COMPACTED SOL NO +1 W \ W
ACED to' REF TORSO. OR TAIL ND NERD THE TOP 18' IF U0aW STIR M MET 10PSOl/R mG MIX Smmm FOR
TREES. + \ + Y
STORMWATE
A ADJUST IRE PAMGMNAB NG LAM ACED UNDERGROUND UBIIES. RAID 15' FROM AL tO WROBO UNITIES (SEWER NO V A WV A � EASEMENT -
STOM DRAINAGE. OS, VIM PONE, AND ELECTRICAL UPS.) \ +\
W
\ W w
_ i \
1 STORMWATER MANAGEMENT SYSTEM DETAIIS
C-9 NOT TO SCALE
\ \ \
1110
War.
L
SLAB TOP WITH MANHOLE
RING AND COVER FOR ACCESS
TOP OF EMBANKMENT EIEVATION=35.0
TOP OF STRUCTURE NOT SHOWN FOR CIARIIY
WITH WME RING &COVER)
REFER TO DETAIL
50 YEAR STORM MEYATION=34.41
TOP OF RISER ELEVATIO11=34.5
10 YEAR STORM ELEVATION=33,87
OUTLET CONTROL STRUCTURE - IN(REEMAL
SCALE: N.T.S.
WEIR
FOREBAY
FOR INCfE'MENTA.
WEIR
1 YEAR SHORN ELEVATION=33.06
44' PRECAST
6' TOPSOIL ABOVE
CONCRETE RISER
6' CLAY LIVEN
(ESfNi STEPS
FPofBOAD = 3.0 LF
ON LITTORAL SHELF
AS NECSSARY)
IOFT unDRAL
NORMAL POND ELEVATION=32.0 SEASONAL HIGH WATER TABLE 32.0E
SELF 10:1
7/8' PAC E1BON
- -
- SEE DETAIL
2
NOTE PUPS SHA41 BE USED TO DRAIN
1
1 THE POND WHEN NECESSARY. REFER TO DETAIL
THIS SHEET FOR DEWATERIIG REQUIREIMENIS.
-:-- BOTTOM OF POND (TOP OF SEDIMENT STOROA1=27.0
CONCRETE SHALL BE .. (BOTTOM OF SEDIMENT STORAGE)=26.0
_
PUCE) N RISER AFTER :- __
ANGLES ARE SECURED
TO BASE AND RISER
6' CLAY SOIL
6'xWxl.5' CONC. BASE REINFORCE WITH j4 BANS AT 12' O.C. TOP AND LEER
BOTTOM OF EACH DIRECTION PROVIDE 3' MIN. CIE RANCE BETWEEN
EDGE OF CONIC. AND STEEL REINFORCING.
PROFILE OF WET POND DETENTION SYSIEY FOREBAY-�
SCALE N.T.S.
GRASS TOP OF CURB
TO
- TO BE LEVEL
CHANNEL OUTLET PIPE UP
ElEV=ms
FLOW
OINECTXIN�
EEV
31.5
1
�
AND GUTTER
'
/
/57 STONE
ON
FOREBAY
FILTER GRASS LINED
/
FABRIC NEDEEP.
LBOTTOM
+
/
PLAN VIEW
2'B
/
CURB
FOREBAY
AND
AND ��
WEIR
ElEV=31.0
/
CROSS SECTION
/
01JfPN1
STORMWATER
EASEMENT
+
Ham-- 5' LONG x 5' WOE
TOP OF EMBANKMENT
/
ELEV =35.0
\ �.
W=31.8
3" LAYER OF
157 STONE
3' WOE STONE STRIP
ON FILTER FABRIC
\ 3
�8' CLASS B
- RP -RIP OVER
FOREBAY FILTER FABRIC
\
W Y W
W W W W
W W W W
OUTLET CONTROL PIPE
\ 24'-15'HDPE 0 0.83%
6' TOPSOIL FOR ALL
AREAS ABOVE THE
NORMAL POND FIENATIOP
VEGETATIVE FILTER
STRIP (REFER TO
DETAIL THIS WEET)
FOREBAY TOP = 325
WIDTH AT TOP = 1FT
PVC DIVAN OUTLET
SCALE: N.T.S.
NOTE PIMPS SHALL. BE USED TO DRAIN
THE FOREBAY WHEN NECESSARY REFER TO DECAL
THIS SHEET FOR DENATERING REOUrdM MS.
SPILLWAY CREST 70P OF EWWKIENT ELEV = 35.0
EIEV.-34.0
I I 4' I
7/8' PVC TEE
JOINT
�6' TOPSOIL FOR ALL
AREAS ABOVE THE
NORMAL POND ELFMIION
SPILLWAY
A
B
BASIN
3 P
1.0 Fr
CONCRETE SECTION
2 A 2 TOP OF
II B EMBARKMENT
EEEV=35.0
g• - 1' B SPILLWAY -
_ EEV=34.0 _
3
r
1I 3 Tr..
LEVEL � 1
SPILLWAY
CREST 2'-0'
COMPACTED
SUBGRAOE
5' G. W 4000 PSICON8'
WWF 2' FROM TOP
CONCRETE SPLLWAY CLASS B
RP -RAP d 50 MEDIAN
DIA.4" ON FILTER
k 1 N I FABRIC
Y POND
(NORMAL POOL)
I
10
TYPICAL LITTORAL SHELF VEGETATION DETAIL
SCALE: X.T.S.
SCIENTIFIC NAME COMMON NAME OUf1111Y NURSERY CONTAINER TYPE SPACING
CLASS B RIP -RAP
MAY i 4 z012
PANTING SEASON
Janws effuses
Soft Rush
83
PEAT POT
6' O.C.
SPRING
Iris virgirow war spread
Southern %A Flag Iris
83
PEAT POT
12' O.C.
SPRING
Eleuchum glw6augukEa
Square -Stem Spilerush
83
PEAT POT
6' O.C.
SPRING/SNEER
Sagittaia k1dW Wid
Duck Potato
83
PEAT POT
12' O.C.
SPRING
Eupatorium purpureum
Joe-Pye Weed
83
PEAT PDT
6' O.C.
SPWD/9MANER
\
\ W STAMM LEVEL $PRFAOER TIM& LITTORAL SHELF PLANTING S[IFINNF
\ SCALE: N.T.S.
10'x5O' VEGETATED VEGETATED FILTER STRIP LENGTH = SOP WMTM AND
FILTER STRIP - REFER
\ TO DETAIL THIS SHEET 6' VEGETATIVE North Carolina Awm water nAu rphe mad iwpextiaa by the reyAab'rg ageraY of word
• FILTER SITAP detention pads m a miirom More 6epwit i spec8ae by the had owns, or pad
\smMIXTURE Operator m s mPgy encouraged to exame the props operation of a wd defrfm pond
CONCRETE \ ,�,x Nexth Caroia DePabnerA of Eiwiwmrlad and MAW Rmoucm inn m*" mare hequont
SPILLWAY + A North Canolb Dww and ofOmiavrwt and Nuhwd Remaeae codes
be ahal
W \%
W OUTLET CONTROL SP
STRUCTURE \ CICIRB &GUTTER
W W
x
W/W
STORAGE /
i
i O+ 40
I\
PLAN MW
SGAE�1 1515 \
n roll uu rrn Hari
Rehr io t e OpmmW and Mdhwmee that how brecorded far Dow derdopne t for
�,I WMDR l ra*WW& mgadwg Die wd ddndo wefm.
s A Raidd Evert
c 1. lepom Dm been other wry rueg-proalr6g ra dall wA
2. Penrose debris hen to bash rack blot pores and aft pipe
l� a Um* and dear the aWke of oW ahahatiaa
I / B YadldyI
bospem
3' LAYER OF t. leaped the bask caddy
157 STONE 2 Rom now doles from the hash mdc Net Pope; and outlet pipes.
X 1 M a Orwk and clear the aria d wry abstractions.
T I PLAN VIEW AIBAGR/Ared a the � skb alopm; rarwn both and repair eroded arem before the
' 5. Check the veg"we and rock Wes for seAneeA eoamwdWm, rodar aod
paper operation of the flow samoder medmdsn aM repair a necessary.
aafl Fl�TER $I�p Tp C. aaaMeM kwventim
O �\�v DL SODDED WTTN 1. Inspect the aNdm system C.e. catch bad'n, plows and yam smalm) for
EIDILIDA GRASS Paper Nmbmal. Dear ammdded bash from been Votes and ball boMonom
Oed PON for obstruction
N>3 6' SOIL YD(II1RE 2 a" prod Wd pipes her uderaAft rapaea rlo-rW and rapi brdm
V=1 a.Raeeod gassed owdm, -k*q go vagdasd filar N appkaMe, twice a year
Z46 i - - - -_ - - as rrweemy. Repai eroded arms krmie6deyof a
��`• 0. 5a YaAh kayection
v
C ION X 2' BADE MIXTURE- 1. Re me aonmddad tad and ham the IeMan oft e wallet structurestructureorsad
03N ALONG SIDES SEE Jar aeon whet acasreided "0 is noted
r OF FILTER S118 REQUIREMENTS THIS 2 Check the pond depth d vwteus paste n the paid. 9 1M depth 'e reload
-J TIVE SOIL, NO aim to 75X d the migial deep Myth. sod, we s to be ramrod te at had the
y17ETAlE ALL OSIUMFD PEAS dwh
CROSS-SECTION COMPACTION. 3Opw �ag VQ1M Or medWdcd anyamds to verNy that m n WWM
WS VIOL MD(T-TILL SOIL PER order.
PROPER 1FE AN NOW AF1FN EAR RRE AREA
Will. lVf1I111ON 6 MESTAIMSHEDPERIODIC NO SON. FHIDRE 4. helppom; O w the 01. i to"wb nob o a7 wd armonng Nate wdw soma' bs
PIOBLY YVE NN I®ER 1tDYRt NTR 7E AFA 1tS BEN sTAW®. MALE VEGETATIVE FILTER SNIP EOIINEVEMS Peeping Dswgh nor ad. CoPdod nor ram Figieakg Qepauneit N oospage s
NS4CAO6 NO KEEP YOTADON N A Hod". WFOROIS OINNIIOIe SCALE N.T.S. .5. a R-
Rrrew dePaeAed ae6nrR don9 wgstosd Wr abiP as ana.b lemM
/ S KM AC- M ONOT 1E LEAL UPON UmIUBED SOL M M M HEIGHT NO ZEAD VEGETATIVE FILTER SNIP - SOL kV ME apaadr, apoiall hen the rphmn edge• to mudm ayd mh en ad
ONIE DYR RE LOOM OF THE SPASM POW D WIN AR EROSION IFSETNP WON Vuft. Repair dmmeb that fare and se -grade the War ship to wave Drd
SFR B SAUCE SMIE W PkYEMT DOSE 10 BECOME MOMISHM SOIL WXRNE the radf flows ev It n a Man abed over the cmade load spreader. Repair
LEVEL SPREADER
Offm THE WILEY DISPOSAL AM MST E GDERPUY S1ODIN AD WELL LOANER WIN
REFER TO DETAIL
A MkU M SLOPE O 101.
THIS SHEET
coNsnumax
1. DE MUM SNOOD E A HYWM ON FEET WE OMM 6 NULS 00 THE LP AID
NU 8 NOES DEEP M A VUMDLTREIII,N ON DE LO M DIM THE UPPER FOE
FES & FOREBAY
SHMI D BUT APAAIST SY0(RAlY CUTSM MD E SOONELY IBD N PLACE WIN ODSOY
ITEM
PERCENT BY WEIGHT
MATERIAL
SAND
85-M
mcswc" SAD
FINES
8%-12R
SLT
ORGANIC MATTER
3x-5%
COMPOST,PFAT LOSS
moM Mot spreader a necemary and reseed ad re-Vade the Ohs strip to
W'" a dame yadr of megemon.
E Geerd Yapectan
1. Mm the " dope; not kck d9 -m* ohaegW ve*M JOY,
ocardng to to wmar. Yadnun Vas b*A is to be lin.
2 Calbi and dbsr e6geem .am p are rwawgad ding the
.8 INV=31SPICED H&W OILY WE SUR. S ffUDSr 12 MOWS IDIO.
�
pool mean howle. tl0y mud be rrrPoved when they cars tin ad'n mwfva
� / \
\ / 2 ENSUE TIME DE SPIFAREN S LLIFI. M IMOM SPFADIO OF SOW RAIOF.
5d. him dd be pbced atl quoted adN bw que d-mdw[ prawn aryipmA or by mmorsI QWW haeMwae
opoiwON an 60 gran edloowA be the ogdalee W. dlo facility. Me ham ey4 deal be mad Whir the parameter
arse oft e pared
a No wady wgen8m dd be aim ad to yw a the mhaMwd womot
a 60MSRROT DE EEYL 94WADER ON U DSTLFBFD SO.
of the n9daflm mw dap facility baba, dit or Mr do pbcemi of Who tea msbss. The ad game *4 be Almost
apadd deep Pavan
(MN ON PILL)
in larfiadd laps not to Bawd 4 adw for No sAYe win of the mpb*m floor aelp fally. 9 Din sd mbhshallm
I
4. Debris dbe removed from MmW" the add and odbt structures and
becanm wMadsbe dwkg the aauhmdsn of On wpb0m Wr strip fa, the - m , , dd be moved
from asps of pabsfd dogging.
4. WMSWICT A 20 TON iRNMMN SDOM FROM THE WARM OVMEL W RED SOAPILY
WITH THE IDOL NO DERH O THE EYL S RUM
sd mpfacWd dh mmixoinabod ndwH at no aMbd ad. Red Vamp of the mgrla6m War a* shall be pr omn
" a 24-hm =01bg period FM dwabne dd be whin 2 idm of derdbar dorm a V. Cooled pawn
5. Peiode rarrromd of dead wgdaDa seal be aaarpihed.
L Re adim is dwiyred to draw dwm the Pond in 2-5 days. N draw dome s
5. DISPEAS: RADA FROM THE SPFADtRArnoss A POPOLY SLAW® SLOPE, MO 10 E1K®
The ml ahbn dd be a oft m aft Am of dew, sbr9a real, or other Baler objects WW Vm tin , ,
not o ocam pst bsma l bs � o,�' the ,off nowt be dogged. The maw d the
/ IMP, Mm SALE THAT THE SATE SWXEN Y SMOW M KELP ➢E FUN FROM
b mW v Mpad WWN the wI A 1Nr dry om Md mq
NndA No oYPer wbsMs o IdPdam to
be pled Weak Prom IAueMO v mdiwmn apvaa
7. A d IM ddariia pod systm rust be kNd e, good wwMg
/
order.anpouofAa
/ L NKWA W AFIEll ITS CO SIRICIXf. PPROPRAMY SAD NO tAACN THE ENTIRE MOM
Rim to plwa g the roll mbdn, the I d the movidlon Ad be ms-SW be a ndinawW depth d 6 bdm b
the kCft most be
�b�WnO�.
/ AM O 1E LLYL S REFER.
bwim how pmdd wdwmdwd shal be ad ea Ib bdbW at th, laWb�the wN M be *I" a before mthe
in atiw OP
Trmdr/adda 'a pament
the a a the bnh/de6rs
The Peom4w Of the Wd book,
detention
Hem of bum ed antler
ammo gPNw how, famed
Rayade the soil n000mat to
move the 9*. wed Drm plod
a grind amer and water until A
is established. Provide Tine and
a s-Ime Milken
Veplda
on is too a oo
bm
an sap m a
Of apprto Pie. as imch
pqe a
note
pipe
umpm of
aedment dF�aWe.
s waded er
Replace UM ppm
a Data ng in on
male,
t a w s rrecmy
b wreath A omr and provide
we" anb doom such a
rsilaoed turf nva" or F"
to amid Tube praMam whr
In fambay
soxiinvont has sRFM�
a "A gvow "m the
search for the source of the
sadimA and randy the
aigial deep depth for
prohlan N PaMW fd the
wdanug wtoope.
vedrmA met dyame of A in a
bmthm whom A wW not awoe
sds to 3trome or to RIP.
m oavn
e a omen
romm turf
rwoWw9 or " A I to
frhwe rmiar
aw
had. A pedidds is wood, *a A
on the plant, ratm them
The vagalabod shaff
eat
show that p uft is aseded
Rare according to bast
Pof A praticm
to mantas optimal pNwA
lred8
Plawits an, dead, lamed v
De snit the source of the
Ab9.
p ublov. N k igdaloD', I
de Renwdy the promm and
tirlre bar
he grernappomw it
the gmua mar A a
silIndi
soil Ind irdcabs A Is
m
hind It pesticide is used, wipe A
m the pkmb Mlw than
The min beestmommot am
morce of to
a depth Veotr Dome the
fe0 and me* the
aged deep sedrrmvA
problem N pamW Renew the
AMP depM.
as5rw 1 ad d'mpuae of A in a
lecatim dine A will not aware
b shears v the BP.
of the awe eomO ovv
r
and cooled the arrnw
orwP9
kmmAe plants cover 50% of
to base, surface
Hem with pmtidde (do m
New
on the aldwsMr0A par.
JEFOW shrubs
beaver
afaly is PPmd• orand
On temps to
comldt a P�ofaiad to
m, u hectors.
ws >wdto gave, on,
the ulhadsrmA
Commota dam ad* allocated:
to on 1bs be
Makealnwded repairs.
aPRWride Rdesad iwws
Neat to meadamad needs
. R
o aw ad.
Oman out ft wm
Of the saI Off -SAL
The afd do" s daraged
ar MOM tho, am
The Imeiwrg WAN
Evoke or allow *6 of
Iraw aaxwred at On
cuftL
Cadad the local NC OAidm Of
Water Ovelly R 0ft at a
the 401 Oversight
19-7
W z
.J 2
von
m
Za
Q �
F
ceID
~ 0
Ua U
a ,d
Gt +ani
c C
a Fa to too
(D C �
34 .iNye U m
(D W CD Cho C12 a)9.
co yU.v ^ $
O5 p
�+ C=OW
co
�+
0
on
p] d
.n o
C �00
N N
x aI
N 0 e
® �z
C
Co
m19
a
1 we as
STORMWATER
MANAGEMENT
DETAILS
am OF
5/17/12 elm 3 P.
m t DBAWW
DOl00B
T'9L9E1 D8-gg
ME. ZW= PAR seco OWBB. ]FIRED
DAL M E Nm F DOL91om,
WRDOWO ALL DMM a mmm
I®IA, LRaA® BE mi ➢0®
PLQ®W, AB DDmDIBIm Q mWm7
RITE lm1WE ins & um Q rot
wrm PhWE®BLOIYL OBlDWYp Moil
h0I S YIDL Wml0p2 rWEM aOL9iR OF
ins ® a cm, NIIL AIL OEMOW
W 1�8 OF COPmom AID 0�
11Q ®Y BPWmIJRL' �.
•••afuuw♦•♦,♦
� CARP ♦.
$o.Q�oFEssAaf9
SEAppL�,
5-22-1Z
E.
fjA�,�1P 7 lYfii•.
•.
LT1 a ; LP l ;.} r lT 17m; iVI