SW8140315_APPROVED PLANS_20140326

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 20 H 0 3210
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VICINITY MAP v
O F SCALE: 1" = 2000' A 04
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Sheet List Table
PENDER EMS & FIRE Sheet Number Sheet Title
CO Cover Sheet
G I A General Notes and Index
CIA Existing Condition and Demolition
CL2 Site Development Plan
TATI N L/•/��� HW 421 EC.1 Erosion Control Plan
EC.2 Erosion Control Details
EC.3 Erosion Control Details
PENDER COUNTY NORTH C A R O L I N A C2.1 Water and Sewer Plan
C2.2 Water and Sewer Details
C3.1 Paving,Grading, and Drainage Pion
C3.2 Drainage Profiles
C4.t Paving, Grading, and Drainage Details
PREPARED FOR : C4.2 Paving, Grading, and Drainage Details
C;.3 Paving,Grading, and Drainage Details
PC � R EMS AND FIRE , INC • C4.4 Paving, Grading, and Drainage Details
ENOLandscape Plan
L .2 Landscape Details
A NORTH CAROLINA NON-PROFIT CORPORATION APPROVED Jy�
%Wni CAROLINA ENVIRONMENTAL
805 R I D G E W O O D AVENUE MANAGEMENT COMMISSIO
- BURGAW , NORTH CAROLINA 28425 REVISION HISTORY
PIN # 2284-82-7530-0000
F E B R U A R Y 24, 2014 REV. NO- REVISION BY DATE
SUBMITTAL HISTORY
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SUBMITTED TO DATE
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North Carolina (Site plan valid for two (2) years from approval date.)
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THOMAS BUTTON
H THOMAS & HUTTON
Engineering Surveying Planning GIS I Consulting Engineering I Surveying I Planning I GIS I Consufing
One Call Center MAR 2 4 2014
Call Before You Dig 215 South Kerr Avenue • Unit B
"Its The Law" BY. Wilmington, NC 28403
Savannah, GA Brunswick, GA ( Charleston, SC Myrtle Beach, SC Wilmington, NC 1-800-632-4949 p.910.332.3360 f.910.332.3361
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x EROSION CONTROL LEGEND WATER LEGEND .:...�! ...
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DESCRIPTION PLAN SYMBOL DESCRIPTION EXISTING PROPOSED
SILT FENCE ��� WATER MAIN G"W -- N)'W L=x r d.
c CLEARING LIMITS — CL CL — SINGLE SERVICE LATERAL - - - - - - - - - - -- - - '1 W Z
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SUBSURFACE DRAIN ------ `
DOUBLE SERVICE LATERAL >- - - - - - >------ ```
TREE PROTECTION VALVE AND BOX e ..... S
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FINE HYDRANT W/VALVE 5 BOX
TEMPORARY SEEDING T$ v V'y= a m. dz m
y POST HYDRANT s,d •a :x
PERMANENT SEEDING PS REDUCER ❑ ■
BACKFLOW PREVENTOR
Wgggg SODDING
v CROSS
RIPRAP TEE
N 900 BEND - HORIZONTAL
OUTLET PROTECTION - RIP RAP 45' BEND - WRRONTAL /
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22-V BEND - HORIZONTAL
SEDIMENT TRAP "s BEND - HORIZONTAL ( 1 I
BEND - VERTICAL i I
ROCK CHECK DAM c
CAP n
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STABILIZED CONSTRUCTION ENTRANCE
� ( ABBREVIATIONS
STORM DRAIN INLET PROTECTION - TYPE A ® HOPE HIGH DENSITY POLYETHELENE LF LINEAR FEET SF SQUARE FEET
FILTER FABRIC BOT - BOTTOM MAX MAXIMUM SG SANITARY SEWER
CI CURB INLET MIN MINIMUM TC TOP OF CURB
STORM DRAIN INLET PROTECTION - TYPE E ! ' j
SURFACE COURSE CURB INLET FILTER CPP CORRUGATED PLASTIC PIPE MH MANHOLE TG TOP OF GUTTER
DIP DUCTILE IRON PIPE OC ON CENTER TP TOP OF PAVEMENT z
EL ELEVATION PC POINT OF CURVE TW TOP OF WALK
FG FINISH GRADE PH POST HYDRANT TYP TYPICAL Z 9
DRAINAGE LEGEND
PH FIRE HYDRANT PT POINT OF TANGENT W WATER O 0c
DESUIPTION EXISTING PROPOSED FM FORCE MAIN (SANITARY SEWER) PYC POLYVINYL CHLOR�E W/ WITH OTHER UTILITIES LEGEND �LL-u Cl) N
FR FRAME RCP REINFORCED CONCRETE PIPE WV WATER VALVEEXISTING
r C M p
PIPE - - - - - - - - — — — — — — DESCRIPTION XIE STING NonhCarolina �� m � a
GI GRATE INLET RJP RESTRAINED JOINT PIPE YI YARD INLET • 0 C o
DITCH �► NATURAL GAS GAS GAS 2= p, O U c
GV GATE VALVE R/W RIGHT-OF-WAY x
('A! O a) M �
CURB INL[T INV AVERT ELEVATION SD STORM DRAINAGE TELEPHONE 0 H- O H a " o H
> 0 � d
GRATE ILET i� JB JUNCTION BOX SDMH STORM DRAINAGE MANHOLE UNDERGROUND TELEPHONE UTU UT_ One Call Center N Q 000 0 E h
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ELECTRICITY O H P O H P - ' U a
JUNCTIOI BOX !Q� Q "It's The Law" y .� Z t a m
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UNDERGROUND ELECTRICITY U G P UGP --- G (7 m
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SEWER LEGEND l_
DESCRPTION EXISTING PROPOSED
GRAVITY11PE ss CV
SINGLE £RVICE LATERAL
`\ SURVEY N07ES: r;E7NFl?At N07ES: ,SRE 04TA r
DOUBLESERVICE LATERAL. j-- ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO STATE AND
/ BOUNDARY & TOPOGRAPHIC INFORMATION OBTAINED FROM SURVEY BY THOMPSON t. NO CERT/F/CA710N OF OCCUPANCY WILL BE ISSUED UN771 ALL SITE 13. U
LOCAL CODES. B.IYtYFS: PROPOSED BUILDING
SURVEYING CO., DANIEL H. THOM!'SON, PIS; [phone]. ENGINEER AN HAVE BEEN COMPLETED AND ACCEPTED BY OWNER, PENDER EMS AND FIRE, INC. BUILDING AREA = 5,100 S.F. Z w
ENGINEER, AND PENDER COUNTY.
MANHOLI O • CONTOUR INTERVAL: ONE (1) FOOT 14. CONTRACTOR E SUBMIT ALL SITE CONSTRUCTION SHOP DRAWINGS E OWNER OR BU RIDGEWOTH AVENUE MAXIMUM BUILDING HEIGHT = 50'
2. ALL CONSTRUCTION TO COMPLY WITH FEDERAL, STATE, AND PENDER OWNER REPRESENTATIVE FOR APPROVAL. ANY SUBSTITUTIONS OR REVISIONS TO BURGAW, NORTH CAROL/NA 28425 PROPOSED BUILDING HEIGHT = 20' • ¢ �
MATERIALS OR CONSTRUCTION METHODS SHALL BE APPROVED BY THE OWNER OR CU Z
COUNTY STANDARDS Z
CLEANOR (}i �+ �NM, VERTICAL: NAV188 HORIZONTAL- NC CRUD (NAD63/NSRS 2011) OWNER REPRESENTATIVE PRIOR TO CONSTRUCTION. PHONE [phone] PARKING REQUIRED: J
.
CONTACT.' WOODY SULLIVAN � O Z
3 NOTIFY PENDER COUNTY INSPEC70R 48 HOURS BEFORE BEGINNING OF
TEMPORARY BENCHMARK: SET ON IRON STAKE, ELEVATION. 38.76 EVERY PHASE OF CONSTRUCTION. 15. CONTRACTOR SHALL REFER TO LAYOUT PLANS FOR THE LOCATION AND EMS & FIRE STATION: LL C 0 Z
DIMENSIONS OF PROJECT. ENGINEER. 1 PER EMPLOYEE PER SHIFT L)
THE LOCATION OF UNDERGROUND U71UTIES SHOWN IS APPROXIMATE BASED ON SURFACE THOMAS & HUTTON ENGINEERING CO. 1 PER FACILITY VEHICLE I— Q
FORCEM�NN - -- - - 10"FM - - - - - 10"FM - ----- NU- -•---- K>"FM - FIELD EVIDENCE AND INFORMATION SUPPLIED BY LMLITY AGENCIES. THE SURVEY 4. CONTRACTOR SHALL VERIFY ACCURACY OF TEMPORARY BENCHMARKS x
l6. CONTRACTOR TO PROVIDE ALL ERGS/ON CONTROL MEASURES AS REQUIRED BY 215 S. KERR AVENUE, UN? B
MAKES NO CERTIFICATION AS TO THE COMPLETENESS OF THE LOC477ON5 SHOWN PRIOR To USING THEM FOR CONSTRUCTION Of Q
STATE AND LOCAL AUTHORITIES. REFERENCE EROSION CONTROL SHEETS FOR WILMtNGTON, NC 28403 TOTAL REQUIRED: Z � (/}
Q HEREON. APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED FOR VERIFICATION OF MORE NOTES AND DETAILS. ALL MEASURES SHALL BE MAINTAINED, REPAIRED PHONE.• 910-332-3400 MIN. = 8 0 ~
VALVE MD BOX ® V LOCA7ONS PRIOR TO ANY CONSTRUCTION AC77Vl7Y. 5. THE CONTRACTOR SHALL H. RESPONSIBLE FOR UTILITY LOCATIONS a' . U) W
CONTACT NC ONE CALL (PH: 800-632-4949). THE EXISTING UNDERGROUND A�/OR REPLACED AT THE CONTRACTORS EXPENSE UNTIL PROJECT 1S CONTACT' JACK D. REEL, P.E., LEER AP
UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE 1NFORMATIDN. THE COMPLETELY STABILIZED. PARKING PROVIDED: }
THE PROPERTY IS NOT LOCATED 1N A 100 YR. FLOOD HAZARD AREA AS DESIGNATED ON PROPERTY INFORMATION.• I- LLI O
FLUSH WDRANT F.E.M.A. F.LR.M. MAP PANEL 3720228300J, DATED FEBRUARY 16, 2007. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT REGULAR (9k18.5): 7 SPACES Z
LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO 17. DAMAGE TO INFRASTRUCTURE, PUBLIC OR PRIVATE PROPERTY• AND/OR HANDICAP (9'xt8.5).- 1 SPACES 5 � Z
BEGINNING DIGGING OPERATIONS. IF UTILITIES OTHER THAN THOSE SHOWN VEGETATION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY CONTRACTOR. PARCEL: TOTAL* 8 SPACES O
REDUCE! ❑ ■ ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL PIN. 2284-82-7530-0000 W t7 Ll J
NOTIFY THE ENGINEER IMMEDIATELY AND TAKE STEPS TO PROTECT THE 18. ANY DAMAGE TO EXISTING PAVEMENT ON ADJACENT STREETS MUST BE REPAIRED A PART OF w Q
LINE(S)AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING AT CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE ENGINEER. DEED BOOK 4386, PAGE 0085 p
BACKFLIW PREVENTOR Ix Z
u7xflEsA '( Q/E$; UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED 8Y THE CONTRACTOR. 19 WHERE FIELD INSPECTIONS ARE REQUIRED BY THE COUNTY, STATE AND/OR EXIS77NG USE: VACANTLu
i— PLANNING & ZONING: STORMWATER & EROSION CONTROL: ENGINEER THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 PROPOSED USE FIRE STA77ON W ti W
CROSS I I 6. THE CONTRACTOR SHALL CONFIRM THE TO BEGINNING
POINTS OF NEW 0 Z
— — PENDER COUNTY NCDENR - WILMINGTON REGIONAL OFFICE UTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION. HOURS IN ADVANCE TO SCHEDULE SUCH INSPECTIONS. W
805 S WALKER STREET 127 CARDINAL AVENUES GI (GENERAL INDUSTRIAL) Z L1.I
TEE ! I I P.O. BOX 1519 WILMINGTON, NC 28405 7 THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL 20. A COMPLETE SET OF APPROVED DRAWINGS AND SPECIFICATIONS MUST BE W 0
BURGAW NC 28425 PH: (910) 795-7215 IS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION. MAINTAINED ON SITE AT ALL TIMES THAT THE CONTRACTOR IS PERFORMING LAMA LAND USE RURAL AREAS
_ PH. [phone], FAX: [phone] WORK. THESE DRAWINGS SHALL BE MADE AVAILABLE TO THE OWNER, OWNER'S LIJ
90" BEND - HORIZONTAL I I 17EC7RIC: 8. CONTRACTOR SHALL GRADE ALL AREAS SUCH THAT WATER DRAINS TO THE REPRESENTATIVE. PENDER COUNTY AND/OR NCDENR PERSONNEL AT THEIR SETBACKS: Q
BUILDING INSPEC710NS: PROGRESS ENERGY APPROPRIATE RIGHT-OF-WAY, EASEMENT, OR SCALE PRIOR TO FINAL REQUEST FRONT 50' Z
45" BEND - HORIZONTAL / I PENDER COUNTY 5700 HOLLY SHELTER ROAD APPROVAL SIDE. 25'
805 S. WALKER STREET CASTLE RAYNE, NC 28429 21 ANY REVISIONS DURING CONSTRUCTION WHICH ALTER THE SITE LAYOUT, REAR: 25' Ld
P.O. BOX 1519 KEWN LEATHERWOOD 9. ALL STORM DRAIN PIPE INVERTS IN AND OUT ARE THE SAME AS THE BOX CONSTRUCTION METHODS, OR DRAINAGE MUST BE SUBMITTED AND APPROVED IN
22-V BEND - HORIZONTAL % I / I BURGAW, NC 28425 PH: [phone] INVERT UNLESS OTHERWISE NOTED ON THE PLAN AND/OR PROFILE SHEETS. WRITING BY THE ENGINEER.
PH: [phone], FAX: [phone]
IM)40 BEND - HORIZONTAL I 's ( CABLE INTERNET & TELEPHONE.• 10. ALL AT GRADE UTILITIES SHALL BE LOCATED OUT OF THE CURB LINE 22, THE CONTRACTOR /S RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS JOB NO: J-24724.0000
SEWER: CHARTER COMMUNICATIONS, INC. NECESSARY FROM OTHER RESPONSIBLE AGENCIES OTHER THAN NCDENR ""` ,""` '"' A! B DATE: 2/24/2014
PRIVATE ON-SITE TREATMENT & DISPOSAL CAROLINA BEACH - HOLLY RIDGE - A. APPROVAL OF PLANS DOES NOT AUTHORIZE GRADING OR ANY OTHER STORMWA TER PERMIT AND NCDENR LAND DISTURBANCE PERMIT. DRAWN: KWL
BEND - VERTICAL ( I JACKSONVILL.E DISTURBANCE TO ADJACENT PROPERTIES. IF FIELD CONDITIONS WARRANT DESIGNED: KWL
W17ER.. JOE GAUGHAN, BUSINESS ACCOUNT EXECU77VE OFF-SITE GRADING OR D/STLMBANCE CONTRACTOR SHALL NOTIFY OWNER 23. CONTRACTOR RESPONSIBLE FOR COORDINATION OF TEMPORARY AND PERMANENT PIhPt Z 'I REVIEWED: JHR
PENDER COUNTY U77LMES PH: 910) 366-7663 OR OWNER REPRESENTATIVE POWER INSTALLATION AND LAYOUT FOR POWER/PARKING LOT LIGHTING WITH
PLUG ( � APPROVED: JHR
605 EAST FREMONT STREET PROGRESS ENERGY.
BURGAW, NC 28425 12. ANY GRADING BEYOND WHAT IS DEPICTED IN THE APPROVED AND PERMITTED BY.:. - - SCALE: AS SHOWN
MICHAEL MACK, PENDER COUNTY UTILITY DIRECTOR PLANS IS A VIOLATION OF THE STATES EROSION CONTROL AND GRADING 24. REFERENCE PLAN AND DETAIL SHEETS FOR ADDITIONAL NOTES.
PH. [phone] REQUIREMENTS AND MAYBE SUBJECT TO A FINE. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR PAYMENT OF ALL FINES DUE TO VIOLATIONS. 25. A PRE-CONSTRUCTION MEETING WITH PENOER COUNTY AND NCDOT MUST BE HELD Glel
PRIOR TO BEGINNING ANY WORK IN PUBL Y. 1E
IC RIGHT-OF-WA
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REVIEWED: JHR
APPROY D: JHR
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=
I. ACCESSIBLE ROUTE - EXTERIOR: °a" 2'-W ao • a =
MINIMUM CLEAR WIDTH IS 5'. IF ACCESSIBLE ROUTE HAS LESS THAN 5' CLEAR WIDTH, THEN PASSING =
ES AT LEAST WKS' SHALL BE LOCATED EVERY 200' OR LESS
ECTING
's THIS z Az
CREQUN2EMENT)SLONG LONGITUDINAL (RUNNING) SLOPE MAY NOT EXCEED 5XSUNLESS RAMP IS
KS MEET J 12
; O� •mow ...
INSTALLED (RAMPS MAY NOT EXCEED 8-33X). CROSS SLOPE MAY NOT EXCEED 2%. GAPS IN ROUTE
0
MAY NOT EXCEED 1/2' IN WIDTH.
2. FINISHED SURFACE HEIGHT DIFFERENCE REQUIREMENTS: MEDIAN CROSSOVER J-
8 A. 0 TO 1/4': NO REQUIREMENTS (SEE DETAIL) _ �''! pttHltliliNN//
B. 1/4' TO 1/2': BEVEL WITH 1:2 SLOPE D!I Cn Iss h
C1 '^" - -�- `pttt gli
w C. LARGER THAN 1/2': CONFORM TO REQUIREMENTS FOR RAMP `� '!G`O QJ,Q, ,••""'i S''�i�
BENCHMARK:f '- it .. !� '•.� '��
3. RAMPS: C AY n -�� U C _ O d
SET ON IRON STAKE *� 1 bVi� v p`� 6
e • MAX ELEVATION: =T �iiA�' UGF UGFO ..GFO :4t dur:y
• RAMPS STEEPERTHAN 8`33X) ARE NOT ACCEPTABLE. , V'�� S �D GF �-JGFG i- UGFO �- `� =Q:rn a'� w=V-
N: 237309.9T .R�W V ARIE Alf U+ "�- 0 z•0:-
' E: 2289165.31 HIGl�'M U G F O -� =
• MAX RISE FOR ANY RAMP RUN IS 30"(AT 8.33% SLOPE, MAXIMUM RUN OF RAMP IS 30')- (PUBLIC DIVID UG, 0 -_.,_ UGFO
• MAX CROSS SLOPE OF RAMP Z% (I:50) (PUB ED j^FO
G. UG, 4� '•d
3A. LANDINGS:
HAVE LEVEL LANDINGS AT BOTTOM AND TOP Of EACH RAMP. M F G ��- UGF O
t • LANDING SHALL BE AT LEAST AS WIDE AS RAMP LEADING TO IT. -r- =_- � UGFO llgplA plttl
c . LANDING LENGTH SHALL BE MINIMUM 5' CLEAR- - ---.'" UGF jar G DITCH
o • IF RAMPS CHANGE DIRECTION AT LANDING, MINIMUM LANDING SIZE SHALL BE 5'X5'. -•-�� Ugc-0 �� O��C J_ _ JGF`0 UGFO
• ALL LANDINGS ARE TO BE NO MORE THAN 2% SLOPE IN ANY DIRECTION. �-. �t 0 -'--�'- UGFO FO '--_- I I ( I 1 ~
4. CURB RAMPS: UGFO . UGFO�- UGF-_ UGFO -� UGFO
j I I i o
• MAX SLOPE OF CURB RAMP 8-33X. - -~ UGF
• MAX SLOPE OF SIDE FLARES 10%. *� - ! '
• MAX SLOPE OF ADJOINING GUTTERS, ROAD SURFACE, OR ACCESSIBLE ROUTE 5%. UGF UGF 10'x70' SIGHT
MIN WIDTH 36"(NOT INCLUDING SIDE FLARES). - Fop UGr -r,,� w - TRAINGLE (TYP) �---
DETECTABLE WARNING IS REQUIRED ON CURB RAMPS AT TRAFFIC AISLES, AND SHALL BE 24 �! _
MINIMUM IN THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR �- UGFO - 0 (SEE NOTE) -
FLUSH SURFACE. DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE CURB_---- UGF0 UGF v* 35'R - -�R/W APPROXIMATE LOCATION
LINE IS 6' TO S' FROM THE CURB LINE. ' G UGFO ,+y ,; _�--- -
UGC'-- UGFO --`'_ UGFO 35R s, 45 .3 -'--
5. PAVEMENT MARKINGS: IO x70 SIGHT 24
AS REQUIRED BY LOCAL JURISDICTIONAL AUTHORITY (RECOMMENDED CROSSWALK MARKING TO TRAINGLE (TYP) (" , '� :n I EXISTING 24"
DESIGNATE ACCESSIBLE PEDESTRIAN ROUTE) (SEE NOTE) -�� ' : �' t Y 10'R PENDER COUNT" 24^4 -
WATER LINE
6. HANDICAP PARKING SPACES: U T L �- 24"W �� EX R/W CM
• MINIMUM e' WIDE ACCESSIBLE PARKING SPACE - # ',�' +�' UTL
N: 237074.44 - I ( p
• MINIMUM 5 WIDE ACCESS AISLE AT STANDARD SPACES , a"W �, I 1 I
f <Tr 2 - E:.2289207.25 I ' I m
• MINIMUM 8' WIDE ACCESS AISLE AT.VAN ACCESSIBLE SPACES i-` _ I f
• MAXIMUM 2% (L•50) SLOPE IN ANY DIRECTION _ --�- UTix
'�
U T l
7. SIGNAGE: UTL
ACCESSIBLE PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A SIGN SHOWING THE 2 ; ?3. w ..�-•'� m v - I SIGHT TRIANGLE NOTE: I
SYMBOL OF ACCESSIBILITY. VAN ACCESSIBLE SPACES SHALL HAVE AN ADDITIONAL SIGN z'' ;,�:; '° ._�..'� - - _A - - - ( -
'VAN-ACCESSIBLE' MOUNTED BELOW THE SYMBOL.. SUCH SIGNS SHALL BE LOCATED SO THEY 24"W "� ' - 'c ( STRUCTURES, FENCES, AND PLANT MATERIALS THAT EXTEND
CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE-(60- ABOVE GRADE UNLESS OTHER �� - _-_---- INTO THE SIGHT TRIANGLE BETWEEN TWO AND A HALF FEET
HEIGHT REQUIRED BY LOCAL JURISDICTION). - - - N: 237236.88 - - _ i o 1 AND EIGHT FEET, AS MEASURED FROM THE GRADE OF THE
- E: 2289085.83 ---- O 3 I STREET OR DRIVE, SHALL NOT BE ALLOWED.
S. ACCESSIBLE ROUTES: �-- ---- -- m3
MUST COMPLY WITH ADA, THE FAIR HOUSING ACT AND ICC/ANSI AI1T.1-ZO03. ----r_ N- 237206.04
E: 2289077,05 I
I N 237225.61 _ 1.4 _
LEGEND I E: 2289065.96 ta, ZCID
VG METAL FENCE POST 1 . I - ��' :, ( I
NC GRID COORDINATES: PROPOSED SEPTIC N: 23716&53 k x „fir r _ _ - i
(NADB3/NSRS 2011) ., E: 2289091.81 '� "'*A��
RECOVERY AREA
HEAVY-DUTY ASPHALT PAVEMENT N: 237236260 - t+" I ( O O 10
E: 2289043.558 (BY OTHERS) . a - 10'R - °� „, '.: I 1 I _ co M u
J y = cV E ti
c
r', ram: PERMEABLE PAVEMENT 1 - _--_-__-- -. M en µ` y r4 ; I C9 t00• L) ;
45'R N mc. y. ert I I O` _a U c
CONCRETE SIDEWALK - - I 12' FLUSH ." . rb:. ''s'• _ c
CONCRETE CURB I _o � • u a
ts, >
M O N■ ACCESSIBLE ROUTE _ -
} '$ I 1 I c� Q V 0 EU
i� BUFFER -1 .. - �'��'), �. $"7"SPACES , 5'R- `',. N: 237R5.58 i 1 m 1= N O o t
ry. E: 2289080:70 1 I V E U
25' MINIMUM J ) I L Z O Q m
BUILDING SETBACK i s �� I I -'� Y
N: 237217.36 It 237143.42 f I O ID N
c N c
E: 2289005.77 E: 2289047.58 � ' WHEEL STOP WET DETENTION I I I SSS
� _
CORBETT SAND. LLC I ( I S' CONCRETE , I
�X
TURN-DOWN
D.B. 3465, PG. 193 I i I - SIDEWALK q I - . .
PENDER EMS 6 FIRE
I 1 STATION 29. HWY. 421 1 9' (TYP) IS' CONCRETE
t I I� CURB 6 GUTTERPROP I I I
SEPTICOSED VAN AREA HANDICAACCESSIBLE
PARKKIIIG ( d
L 1 NE TABLE I (BY OTHERS) HANDICAP PARKING
t , S16N(R7-8 IN R7-8A)
I
LINE BEAR I NG LENGTH
I Z =H.C. RAMP I Z
Lt N 60'27'18' E 22.84' 16.5 24 I i
L2 N 60'27'18* E 58.43• I I I I • 0 Q
L3 S 29'32'42' E 22.50' ( i t` " u I I W z N J
�'
a.
L4 S 19'09'000 E 55.18' I I , I CORBETT SAND. LLC LL Q Q I-
• I I I I PROPERTY 0.6. 3465, PG. 133 U Z
( .�
L5 S 60'27 18 W 91 .00' I I I o
1 ' 8 CONCRETE � BOUNDARY
LB N 29'32'420 W 27.00' 1 CURB N' 237070.71 ) 1 I I z Q .0
L7 N 60'27'18' E 16.00' I I , \ \ E: 2289ooL54 / l i Q z
I I . / O
\c", ----------- W J
>
CURVE TABLE I i 1 \ _ _ / / I �WNy `Of'' d5 O
CURVE RADIUS LENGTH CHORD CHD BEARING DELTA I \
I 20' B-3 ii. z
> . I I L6 I BUFFER W EL Cl 32.00 44.48 40.97 S 20'39 09 W 79'36 18 I -- ---- ------- ----- ��- - - - ��') North Carolina
L------- �_ FUTURE ACCESS I
C2 38.00' 59.69' 53.74' N 74'32'42' W 90'00'00' I -------- / DRIVEWAY 1 Z W Nn
C3 38.Go' 59.69' 53.74' N 15-27'18- E 90'00'00' I -___ - - _ _ 25' MINIMUM
BUILDING SETBACK (D Lli
W
0.
One Call Center Z
MAR Z 4 2014 Call Before You Dig W
m 4 z y I "It's The Law" �
Nm' �z __-___ --- BY:------
i _� 1 i-800-632-4949 JOB NO- J-24724.0000
- _J DATE: 2/24/2014
•. DRAWN: KWL
_ _ I DESIGNED: KWL
GRAPHIC SCALE REVIEWED: JHR
REPROVED: JHR
20 0 10 20 40 BO
SCALE: I" = 20'
C1 * 2
tIN ffM
)
1 inch = 20 ft,
I

CL 37
CL 396
a I. GENERAL NOTES CL N`•' 6�/yq%
s - - _
1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER \ '•••• •••••••••b L
& EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE (0.5) INCH. DAMAGED OR INEFFECTIVE DEVICES - _ - _ -. - - - - - - _ _ _ - -�: arw o • a
SHALL BE REPAIRED OR REPLACED, AS NECESSARY. _ _ - ^ _ _ _ _ _ _ _ _ - - -
_ �U: omzol :tea
2. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES. AS MAY BE REQUIRED, TO CONTROL SOIL 37.8 xxn�o • A.
o S
, - _ -
EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND 70 LF TEMPORARY v _ _ - - - - i �WO moAw
wZ ••p
STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. _ �- - SILT FENCE _ _ _ - - - - _ �i���d0�-••••......
- _ - - - - - - - �g _ - - - / 27
3. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION '
UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN �'S ) _ - - - -
g STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO // \ '``,�pµII1IIIINHryp���,
CONTROL EROSION AND/OR OFFSITE SEDIMENTION. ALL TEMPORARY CONTROL DEVICES SHALL 8E _ _ _ - -
REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. _ - w -� 70 LF TEMPORARY - - _ - - - _ _ - - 3s 7 \ IN" �
DITCH G - _ SILT FENCE _ - - - - -- - `
Qz
S j -�.37.9 `�� ••. S �i
'a 4. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED _ _ _I_ - - - - f-^ \ 0 %�v `
ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM BENCHMARK. �Cs-�-- - - - _ 1 UGFO �,JGt 0zQ:;o �•U
PAVEMENT AS MAY BE REQUIRED. _ _ - - _ _ - _ _ - - - - - - - _ ' 38.4 O:=P di
SET ON IRON STAKE iQ _ _ _ _ _ m I `� Sat
�. ,
5. THE FOLLOWING NOTES ARE SPECIFIED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND ELEVATION: 38.76 - - - . - - -- 39.6 'HIGIA ' - `. \ I 38.9 UGFOg-�.�yGF 0 -_ UGFOz-
N 2ON: 38.76 V� - - - �F�� UGFO- 1 GF8 _ yC>=0Y
NATURAL RESOURCES (DENR) AND ARE TO BE EXECUTED BY THE CONTRACTOR. w VARIES '
F - - - E: 2289I65.31 y} - / /\ � � - w� ti �2C
sae o �_ et Rl IOEO HIGHWA \ _= Fo _ '.dp .d
g A.) ALL SEDIMENT CONTROL MEASURES SHALL 8E INSPECTED AT LEAST ONCE EVERY SEVEN q__°__ a �_ - CL (PUBLIC GIV \39.3 Uur G - UG == _ _ / y�� `�.
UGFO -� UGFO O
CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF PRECIPITATION - - - - -G6 - - - -- _ - ��� 09... _ UGF 0 - ' ' ' `• i� •
c DURING ANY 24-YEAR PERIOD. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED UNTIL FINAL - y 3 - - _ _ _ _ '� _ _ -� - _ _ -
STABILIZATION HAS BEEN OBTAINED. - - - - - - - _•�� UGF UGFG �=_)„Fa _ - I _. _ ry�pl4 elil�
£ - TEMPORARY GRAVEL _ i 39.e-.-.. tJj,F-�- -- - -
o BJ STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE CONSTRUCTION EXIT/ ��' UGFGFG ' ' - _ _ _ I _ _ _ - ��rC'�
SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO ENTRANCE 9c\ Uur 0
LASE MORE THAN THE TIMES LISTED BELOW: " ' aB.zr_ _--`- ++CFO
�- U u ., �-y- dE o
a CLEARING LIMITS/ �- CL 7ctss
-�� 0 -__ U G F70 U G 00 1 -_ U('`0DENUDED AREAS: WITHIN I5 WORKING DAYS OF CEASE OF ANY PHASE OF ACTIVITYLIMITS OF DISTURBANCE �.� CL UGF 0. _ �-"' UGF u - -- k33 " ER ®SI{�N C0NTR L
SLOPES: WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY (INCLUDING GYP) - - 6SLOPES, SWALES, STOCKPILES, ETCJ -' '4' CL '� , x N,•' ` ' 1e• CL - - "- � ' '-\ - - CL , .. Lso6. ADDITIONAL MEASURES TO CONTROL EROSION ANO SEDIMENT MAY BE REQUIRED BY THE COUNTY. PROJECT \ \ --- � _ _ 4� � /- 3 6LL3fi 3� cENGINEER AND/OR NCDENR. - P aL4- = �� �` - - - - \o � 4w � � . _ _ Ll� , _ - - - - - - - - - , , -� D -� LEGEND
UGF G R_ Tsri' w } _ _ - - _ -- -
T. ANY GRADING BEYOND WHAT IS DEPICTED IN THE APPROVED AND PERMITTED PLANS IS A VIOLATION OF -0.�'K - '� ""' 1 ' L 3T�
-- i i_ I
THE STATE'S EROSION CONTROL AND GRADING REQUIREMENTS MAY BE SUBJECT TO A FINE. THE NF_0 '--�� -•� BUG• i� ``j �; �}r�„+ DESCRIPTION PLAN SYMBOL ,
--- U _0 -
CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF ALL FINES DUE TO VIOLATIONS. UGF O "� �-" ,,n ,. -� _ - - - -. V
S. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF _ _ ._ - - - _ . � � -� � ° � _ LL- - '- CL_ _ _ _ _ _ - - - -` _ \' � � ' �23ew -�����r�-37.4 __ SEDIMENT FENCE
SEDIMENT POLLUTION CONTROL ACT AND MAY BE SUBJECT TO A FINE. _ _ _ _ - '/ r EXISTING 24" \ \ ----_-
/ - �-_. CLEARING LIMITS / LIMITS OF
CL '` 4z - ...--�N R N!NE ,i/ �-- ...---.- 24. E �. ` _ -7 DISTURBANCE - CL CL
9. ALL OFF SITE BORROW MUST COME FROM A STATE APPROVED SOURCE. CONTRACTOR TO SUBMIT WRITTEN _ 39 ""''" �'.�x=- �- --- z
DOCUMENTATION IDENTIFYING SOURCE. -- L CL + �" 1 �' ,25'vti 2 Ex R/w CM
C ��Ts , € of � � � ROLLED EROSION CONTROL �RECP� � I � I w_
- �- CL . «
/" `Ike � k30'.2 PRODUCTS f I i
10. ALL SURPLUS MATERIAL AND DEMOLITION DEBRIS SHALL BEHAULED OFF SITE TO AN APPROVED WASTE - - _ s"n I w
SITE. CONTRACTOR TO SUBMIT WRITTEN DOCUMENTATION IDENTIFYING APPROVED WASTE SITE. _40- - v - 241 '' / - f w
_ - _ " ,. � {` �\ / t ' TEMPO GRAVEL CONSTRUCTION>�^'� TEMPORARY Y �
il. CONSTRUCTION SEQUENCE 2 v _ \
ENTRANCE/EXIT
_4:- UTL -- X� urr x ei 2801E TEMPORARY
/ UTLV'-'�� -U � ..a _za r
I. INSTALL CONSTRUCTION ENTRANCE 42.3 \ \ SB-T FENCE ----
\ C PERMANENT SEEDING PS
2. INSTALL SILT FENCE >at " '� \ ._\
3. INSTALLS AND GRUBBING - - 24�.w _ .. \ " . -k- X�2.4 , 422I
4. INSTALL SEDIMENT BASIN - I �' - _ , i
S. INSTALL DRAINAGE CONVEYANCES __ _ (:- \\ - 434 - u _ ' 'q3� 2- (� �-38.6 ,k37.0 SODDING t S 1
6. INSTALL INLET PROTECTION -�- I .,\
7. INSTALL SKIMMER PROTECTION
OTHER EROSION CONTROL MEASURES J _ T- ,42 ' - / �2 \ r
B- INSTALL WATER AND SEWER SERVICES - - _-_-_ =L- i.41.! I �I :" - L I �4 I
I
k41.a - / \ \ _ .41 \ \ OUTLET STABILIZATION STRUCTURE I i 1 i z
9. SITE ROUGH GRADING • -
-10. BUILDING CONSTRUCTION - k41.6 1 ('- i �J -� _ _ 42.
II. PARKING LOTS AND FINAL GRADING �"41'6 I - -^�� " -ram - 3 GRAVEL
4 .4 \j�3
12. FINAL GRASSING AND STABILIZATION k41.4 I I k4!.12 INLET PROTECTION -
13. CONVERT SEDIMENT BASIN TO WET DETENTION BASIN PER DESIGN SPECIFICATIONS AND DETAILS ONCE THE 2 0 ' i \. =' �I c\\ j
\ 9. HARDWARE CLOTH Bi �
SITE IS PERMANENTLY STABILIZED. FENCE POST ` - \ - 8 I ? c CD
i
- AI
JORDINATES: _ - PROPOSED SEPTIC - - 42 j` ®v m m v
1 110
Ill. MAINTENANCE PLAN 3/NSRS 2011) RECOVERY AREA 44� / / - 6 i CONTROL STRUCTURE k�9 3 SKIMMER SEDIMENT BASIN _ H
23729b2E- - - - -, ✓ 42 7' +`j-. P S ® LL
I. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION 1289043.5 tl (BY OTHERS) _ ----- �^ . .; - D/ SKIMMER (SEE jj 1'��' C M p _`o
FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK. ANY
' , --- �_- k4 ,'""n^ v is } DETAIL. SHEET C4.3)
I ` c9 ch U m ¢
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. I - _ - j \ °4"^
_ _ _ .. 4 k� t ( j S m � _O
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL TWO (2) I - - '1 --- - - - - - - _ ',
k42,9 � �_ _ I r- 35
INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET I ., ` - \ _ I o -
WILL BE IMMEDIATELY REMOVED. �a3- ' 43.5 - k44 0 .S w 625 LF TEMPORARY 11�-381 �� c):
N a
/ I S E SILT
3. SEDIMENT WILL BE REMOVED FROM THE-SEDIMENT BASIN WHEN STORAGE CAPACITY HAS BEEN I 1 _ - - - - - -. - - - �.43.3�
APPROXIMATELY 50% FILLED. SKIMMER WILL BE CLEANED AND MAINTAINED TO ENSURE PROPER k43.5 - - - WET DETENTION a I j
OPERATION PER MANUFACTURER'S RECOMMENDATIONS. - I I \ +' " - _
( I - - - - - - - --- B/iSIN I NOTES:
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT _ - 1 n'\ ^>\ . < Z ¢ .2
/ \\ .- c� m
THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE k44 a 45.1 _ j ' k38/ , L ALL SLOPES EXCEEDING 6:1 OR GREATER SHALL BE STABILIZED WITH EXCELSIOR
STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE-BACKING IS USED WITH 8 FOOT STAKE SPACING. I i _ - \ 4 I 1' �.� N O c
�` \\ \ I ,\ ( \ r� MATTgVG OR APPROVED EpUIYALENT. CONTRACTOR RESPONSIBLE FOR c `r' _� 55
5, ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO b.7 \ '�. ` .1 \� MAINTENANCE, REPAIR ANDjOR REPLACEMENT OF ALL EROSION CONTROL = �' N m
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE COVER. / - \ \ •' M '\ 1 `\ \ i MEASURES AS REQUIRED THROUGHOUT CONSTRUCTION. w
\\ 1 M L a ( \ �� 3
6, SEDIMENT, STRAW, LIMBS OR OTHER DEBRIS WILL BE REMOVED FROM THE CHECK DAMS TO PREVENT i 1 \ ` - 4' . I '+ \ k39_4 2• BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED BY PARAMOUNTE
CLOGGING. STONES WILL BE ADDED AS NECESSARY TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. o
\ \ ENGINEERING, INC„ THERE ARE NO JURISDICTIONAL 404 WETLANDS LOCATED ON
NPDES STABILIZATION REQUIREMENTS \ \ / THE PROPERTY.
I I j PENDER EMS Bi FIRE A \ALL DISTURBED AREAS WILL BE STABILIZED WITHIN THE TIMEFRAME SPECIFIED BELOW: k45 s I I I I 5 8 STATION 29, HWY. 42I - I�' M I• �q \ \\ \// /3. SITE SOILS CONSIST OF ALPIN (A). N
- PERIMETER DIKES, SWALES,DITCHES 8 SLOPES -7 DAYS OF LAST LAND DISTURBING ACTIVITY j ( 1 j F.F.E.:, 45.0 \ 4, WET POND TO BE USED AS SKIMMER SEDIMENT BASIN DURING CONSTRUCTION .AND
- SLOPES STEEPER THAN 3A - WITHIN T DAYS OF LAST LAND DISTURBING ACTIVITY PROPOSED ; �\ \� \\ STABILIZED WITH TEMPORARY SEEDING.
SEPTIC AREA
I BY OTHERS)
- ALL OTHER AREAS - WITHIN 14 DAYS OF LAST LAND DISTURBING ACTIVITY '\ i46.2 ( j , i .�^. a c"�i \\ \c \/k41.3
2
I !
l \ f
IV. INSPECTIONS k45.i \ I ., \ I \ \ ; / j' Z
j/ p \\ t j °3T � Q
1. QUALIFIED PERSONNEL (PROVIDED BY THE DISCHARGER) WILL INSPECT DISTURBED AREAS OF THE < 5 4 P S V s / z N J
USED FOR STORAGE MATERIALS THAT ARE EXPOSED TO PRECIPITATION k45.0 j q62 I I / \ - 44,g - ` >' ; - - ='.e O Z CONSTRUCTION SITE. AREAS U I 1
i s,
LOCATIONS WHERE ) "' '' i < O
THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND COCA jO i o ,
VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS \ ' - 'y1- } ? \ 1 cl C 0
OF THE END OF A STORM THAT IS 0.5 INCHES OR GREATER.. WHERE SITES HAVE BEEN FINALLY / S I a `_ �'
STABILIZED SUCH INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. �` \\ /7 1CCRBETT15AN� �L:� U I-• O
\ _ _ •• D.B. 34n?5, PG 193 � = Q �.
2. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION 459 ` `' ^ _ ) F4\ \ ~
SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE J
I � 6 I \ \ \ k42.7 // Q Z Cn
SYSTEM. EROSION AND SEDMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE OBSERVED TO i i ® \ \k43.D PS / I \ I \I \ / } 0
ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE \\ 1 � ' ! ay c y I '\\ -3-�3.6 /,: 44.6
_ ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN.WHETHER EROSION CONTROL MEASURES ARE 45.7 1 I \ \ _ _ „-. C L U
EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS. LOCATIONS WHERE VEHICLES I e JRECP • - - RECP 5� - - - -
ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING. I I \ -I .//OI \\ / o 0
I I 44- Ll-�GL - CL !Ii ( �. � Cr
3. BASED ON THE RESULTS OF THE INSPECTION, THE SITE DESCRIPTION IDENTIFIED IN THE PLAN IN 1 L CL CL CL (n
ACCORDANCE WITH PARAGRAPH IV.D.L OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, AND i , \ ` CL �L W {n 0
NATURAL RESOURCES NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM CONSTRUCTION _ _ ,
ACTIVITIES THAT ARE CLASSIFIED AS *ASSOCIATED WITH INDUSTRIAL ACTIVITY' BY EPA REGULATION, I \ _ I /CL/.- ' CL _ -4 I \\ PROPERTY W
a5.2 R \ / ~.�6z7`-� / i R I \ BOUNDARY N07tji CQ7017n¢ Q a Qom.
HEREINAFTER REFERRED TO AS THE NPDES PERMIT, POLLUTION PREVENTION MEASURES IDENTIFIED IN THE I - W
----- \
PLAN IN ACCORDANCE WITH PARAGRAPH IV.0.2 OF THE NPDES PERMIT SHALL BE REVISED AS I r-------------__ / L1_I
APPROPRIATE, BUT IN NO CASE LATER THAN 7 CALENDAR DAYS FOLLOWING THE INSPECTION. SUCH L______ _________ - /
MODIFICATIONS SHALL PROVIDE FOR TIMELY IMPLEMENTATION OF ANY CHARGES TO THE PLAN WITHIN 7 -_ `_-_ -� �" \ It \
Lij
CALENDAR DAYS FOLLOWING THE INSPECTION- - k45.i I �_ - __ '"'-�`- i / \ ( \ - a
4. A REPORT SUMMARIZING THE SCOPE OF THE INSPECTION, NAME(S) AND QUALIFICATIONS OF PERSONNEL , -._ / - / \ \) \ k45.0 0
MAKING THE INSPECTION. THE DATE(S) OF THE INSPECTION: MAJOR OBSERVATIONS RELATING TO THE j -____ -___ One Coll Center -'G
IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN, AND ACTIONS TAKEN IN -i w"!M\ / -_ .0/_ \\ ® \\ _ _ _- - MAR 2 4 1014 Call Before You Dig W
ACCORDANCE WITH PARAGRAPH IK0.4.6 OF THE NPDES PERMIT SHALL BE MADE AND RETAINED AS PART go / M\ _ j \ _ I \ o-
OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THE 5 9 - _ 1 Mo -. 7 f - ----------
SITE IS FINALLY STABILIZED. SUCH REPORTS SHALL IDENTIFY ANY INCIDENTS OF NONCOMPLIANCE WHERE _ �� / r--- __ _ -_ __ BY- -- "IZ'3 T9i¢LaW"
A REPORT DOES NOT IDENTIFY ANY INCIDENTS,OF.NON-COMPLIANCE WHERE A REPORT DOES NOT �•.- r
IDENTIFY ANY INCIDENTS TI NONCOMPLIANCE,THE REPORT SHALL CONTAIN A CERTIFICATION THAT THE 1-SOD-�32-4949 JOB 2 2472 014
FACILITY IS IN.COMPLIANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN AND THE NPDES � (_` •�40 Mt�60� ��® ® � ��--�'�_• ' ��i'� I vs DATE: 2/24/20I4
PERMIT REFERENCED ABOVE THE REPORT SHALL BE SIGNED IN ACCORDANCE WITH PART VLG. OF THE �� \\ � � _` _ \ � \\? -k°6-7� \\ DRAWN: KWL
NPOES PERMIT. / \ \ _ \ / \ \ DESIGNED: KWL
ka3.9 GRAPHIC SCALE REVIEWED: JHR
Y. LONG TERM MAINTENANCE OF DRAINAGE AND STORMWATER // \ ' / ( \ APPROVED: JHR
/ 9e \\ 1 / ' \ zo o ro 20 ao e0 SCALE: I ^ 20'
MANAGEMENT SYSTEM /
THE DRAINAGE SYSTEM WILL BE OWNED AND MAINTAINED BY PENDER EMS AND FIRE. INC. AFTER / i \\ _ - _
I \ Y / � � ( IN FEET )
CONSTRUCTION IS COMPLETE. k46.2 \ , } _ EC0l
�4s.6 a � �� 1 inch = 20 ft.
\ k45.1
fir.

EDGE OF RIGHT of WAY FERTILIZER REQUIREMENTS 0 ry,,,
METAL POST C". - cm, .60
TYPE OF ANALYSIS OR , O c zz s
3 x PIPE DIA OR 5' MIN YEAR RATE TOP DRESSING
& WIRE MESH REINFORCEMENT (AS REQ'D) SPECIES EQUIVALENT
N-P-K RATE
I.5' EQUAL I.5' FILTER FABRIC -
' I. COOL SEASON FIRST 6-I2-12 ISOOIbs./ac. 50-100 Ibs./ac. * I & 2
`� p p GRASSES SECOND 6-12-12 100101 s it �d0:•. w 4Q`..
MIN. MAINTENANCE 10-10-10 400
MIN. \ til�i CER O`
6-12-12 15001bs./FABRIC ANCHORAGE 2. COOL SEASON FIRST cc, 50-100 Ibs./ac. * I
BACK FILL IN 6"z 6" \\�\ �N O C GRASSE AND SECOND 0-10-10 100011 ac. _ rfennnnnh
TOP OF SLOPE /� TRENCH W/ TAMPED \ FILL PROPERTY 0!>• LEGUME MAINTENANCE 0-10-IO 400 Ibs.jac.
OE / NATURAL SOIL \\\\\\\\ LINE `' �.y 3. GROUND COVERS FIRST 10-10-10 13001bs.jOC. * 3
/,"/ SECOND 10-10-10 11 00lbs./ac. * 3 pnnllNlure
_ 1% MAINTENANCE 10-10-10 IIOO ibs. ac.
DRAINAGE PIPE OtR�Cj1O F�o'M / /T - / O O o O O Oo 4. PINE SEEDLINGS FIRST 20-I0-5 PELLEITGPER `�J`�`aQ;.• -••.� SO�';�
OF \ G SEEDLING PLACED
w µUN F �� IN THE CLOSING O: tL;y'
HOLE :Q :a �• LJ
i /�� zip_
EXISTING GROUND ON 5. SHRUB FIRST 0-10-10 7001bs./ac. - 9 V:"'
a > LESPEDE2A MAINTENANCE 0-10-10 7001bs./ac. * y't o 2
CROSS SECTION 6. TEMPORARY FIRST 10-10-10 500lbs./ac. 30 Ibs./ac. * 5 �' d• 2:
RIP RAP o o O o o P O o o CpyER CROPS �4d0'a
SEEDED ALONE '�i�eY ...
a ( 8' MAX. _ 7. WARM SEASON FIRST 6-12-12 15001bs.jac. 50-100 Ibs./ac. * 2 & 6 ���ry„
�i
FINISHED GRADE (E 6' MAX. W/0 WIRE BACKING O O o O o P o o GRASSES SECOND 6-12-12 SOOlbs./ac. 50-100 Ibs./ac. nr nut
�y MAINTENANCE 10-10-10 400 ibe.jac. 30 111 * 2
12' Tor STRMxI/w sate
S. WARM SEASON FIRST 6-12-12 1500111 50-100 Ibs./ac. * 6
GgASSEg AND SECOND 0-10_10 IOOOIbs./ac. ; F
LEGUMES MAINTENANCE 0-10-10 400Ibs./ac.
_ 1 1 4
END VIEW * ! i
WOVEN
ra :6asE W/ FILTER FABRIC :`. 1 APPLYIN SPRING FOLLOWINGSEEDING.
P P o o *2APPLYINSPLZTA_PPLICA77ONSWHENHIGHRATESAREUSED. { >
"% soTTaw s NOTES: *3APPLYIN3 SPLITAPPLICA77ONS.
I
12' (TYP) fro cacL ^" L STONE SIZE ASTM 0448 SIZE NO. 4. 0.75' - 1.5' DIA.
4 APPLYWHEN PLANTS ARE PRUNED .
/ p 2. PAD THICKNESS 6°MIN. * j
3. MIN SIZE I2'x50' *5APPLYTO GRASS SPECIES ONLY.
ff (' 4. IF NECESSARY, INCLUDE WASHING.
FINISHED GRADE Ll EXISTING GROUND LJ 5. MAY REQUIRE.PERIODIC TOP DRESSING WITH STONE.
6. MAINTAIN A CONDITION WHICH PREVENT TRACKING *6APPLY WHEN PLANTS GROWTOAHEIGHTOF2TO4INCHES.
RIP RAP TO TOP ELEVATION OR FLOW OF MUD ONTO ROADS.
-, lilt,,-1 I OF SLOPE NOTE.,SPREAD AGRICULTURAL LIMESTONE EVENLY OVERALL SEEDED AREAS ATA RATE OF
NOTES: y a;
OF 1.5 TONSIACRE,
TUCK UNDER SOIL - FILTER CLOTH FOR SILT FENCE SHALL BE A TREVIRA TYPE 11 PRODUCT, ti TEMPORARY CULVERT IF
12' MIN. TYPICAL I DRAINAGE PIPE CATALOG NO. 1120 AS MANUFACTURED BY THE HOECHST CELANESE REQUIRED FOR DRAINAGE z
a CORP. SEEDING RATES FOR TEMPORARY a PERMANENT COVER y
WOVEN WIRE FENCE SHALL BE REQUIRED AS A BACKING FOR FILTER RATE PER ACRE RATE PER ACRE >
MONTH TEMPORARY PERMANENT (
FABRIC-WITH AN ELONGATION AS DETERMINED BY ASTM-D 1682, OF COVER COVER ADDED
\ 50% OR GREATER. THE WIRE FENCE SHALL BE A MINIMUM OF 32 TEMPORARY CONSTRUCTION EXIT TCE ALONE TQ ALONE TO MIX ( j
INCHES IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES *LESPEDEZA. ANNUAL 40 Ins. � Ell PENSACOLA 60 tbs. 30 tbs.JANUARY I
WITH 12 INCH STAY SPACING. (WIRE BACKING MAY BE OMITTED NOT TO SCALE .RYE 3 bu. 5 bu CENTIPEDE.
UNHULLED ,0 tbs. s tbs.
IF STAKES ARE MAXIMUM OF 6' APART.) RYE Gam' 3 ANNUAL � CENDPEDE, 1 =
. . '.. . . .. . . . *WHEAT 3 Lw. .5 bu LESPEDEZA, SERICEA 75 Ibs.
LESPEDEZA, ANNUAL 40 Um 10 lbi. = BAHIA, PENSACOLA 80 tbs. 30 Ibs,
ONLY STEEL POST MAY BE USED. STEEL POST SHALL BE A MINIMUM ,RYE 3 bu.
SOD
ONE LAYER OF FILTER FABRIC OF 5 FEET LONG, WEIGH A MINIMUM OF 1.3 POUNDS/FOOT. AND HAVE FEBRUARY *RYE GRASS ANNUAL 40 Pos. •5 bu « SSEDICEA 1 75 tbs.
EDICEA, Z 75 tbs. - I
SHALL BE PLACED PRIOR TO PROJECTIONS FOR FASTENING THEWIRE OR THE FABRIC TO THE POST. LESPEDEZk
PLACEMENT OF RIPRAP. MIRIFI STEEL POST SHALL ALSO HAVE A METAL PLATE SECURELY ATTACHED :LESPEDEZA, ANNUAL 40 ibs. 10 i BAHIA; PENSACOLA 60 Ibs. 30 Pos. I
140N SUCH THAT WHEN THE POST IS DRIVEN TO THE PROPER DEPTH• THE *RYE GRASS, ANNUAL 40 Ibs. _ BERMUDA, UNHULLED 10 tbs.
6 Ibs.
APRON LENGTH (La) PLATE WILL BE BELOW GROUND LEVEL FOR ADDITIONAL STABILITY. MARCH *SUDAN GRASS 60 tbs. _ *CENTIPEDE' SOD
LESPEDE7A, SEDKK:FAA 1 75 tbs.
SECTION POSTS SHALL BE INSTALLED TO A DEPTH DIRECTED BY THE ENGINEER, LESPFDE7A, SEDICEA 2 75 Im. U26
DESIGN CRITERIA: WITH I TO 2 INCHES OF THE POST PROTRUD946 ABOVE THE TOP OF THE - HAWK, PENSACOLA 60 tbs. _. 30 16s. I
RIP RAP RIP RAP RIP RAP UPSTREAM DOWNSTREAM APRON WIRE FENCE OR FABRIC BEING IDEAL, BUT IN ANY CASE. NO MORE THAN - -
NUMBER TYPE MIN SIZE (IN) DEPTH (IN) APRON WIDTH (FT)APRON WDTH (FT) EN La (.FT) 3 FEET OF THE POST SHALL PROTRUDE ABOVE THE GROUND. APRIL MMIIJLE l PEARL 50
TOP 50 '� 10 1 CENn�rU�NHILLED 1 10 Pos. 6 tbs. to
I A 3 12 12 12 8 _ *t EDEZA• SEOK:EA 75 Bxa. - Z
TEMPORARY SILT FENCE DETAIL SUDAN �m�A. 7 75
6AHVti PENSACOLA sD Imo. 30 Ibs. c
RIP RAP OUTLET MILLET, BROWN TOP 40 tbs. 10 I CENTIPEDE,
USHULLED 10 tbs. 6 Ibs. �o �
MAY Mill PEARL 50 tbs. *CLESPEDEZA,SOD
1 75 11 . U m � h
STABILIZATION STRUCTURE NOT ra SCALE I�. LEBP®ESA FA 2 75 _ E-.!, C c ; 0
BAHIA. PENSACOLA 60 Ibs. 30 tbs. O = '-" O
NOT TO SCALE MILLET. BROWN TOP 40 tbs. 10 I *BERMLE& UNHULLED 10 Hm 6 ice. �- • O o
JUNE MILLET. PEARL 50 lbs. *LESPEDEZA• SEDICEA 1 75 Im. = m O r
SUDAN GRASS 60 tbs. - •LESPEDEZA• SEWCEA 2 75 ft. - "E 0) D` ri U °c
a MILLET. BROWN TOP 40 tbs. 10 I *Bi PDmACDLA GO-Poe. tbs. P �( 0 D • D V a
.LAY MILLET. PEARL 50 tbs. - *LESPEDEZA, SEDICEA I 75. Rim _ o_ a) co -0 ti a
SUDAN GRASS -SO [be. - - > O c a -
*MILLET. PEARL - 50 Ibs. - *8.4HIA, PENSACOLA 60 Pos. 30 Ibs. � Q ODr u
AUGUST *RYE GRASS, ANNUAL 40 Ibs. - *(.ESPEDEZk SEDICEA I 75 Ibs. _ m N
Q Z O V u
SEPTEMBER .BARLEY 3 G/. S bu. *BA.HIA. PENSACOLA 60 Ibs. 30 Ibs. > >L U 0 _ 0
_ «OATS - 4 bu. , bu. LESPEDEZA. SEDICEA 1 75 Ill _ cc N -c Z O Q m
*RYE 3 bu. .5 bu .� V" y
RYE GRASS, ANNUAL 40 1 - Q c O O ci a
- *WHEAT 3 bu. S V m � 3
OCTOBER BARLEY 3 bu. .5 bu. *Ell PENSACOLA 60 Ibs. 30 tbs. _9 � C c
HE OATS 4 bu. I Ill 75 tbs.
RYE 3 bu. .5 bu, LESP� SEDKCA 1
RYE GRASS, ANNUAL 40 1
WHEAT 3 bu_ .5 BARLEY 3 bu. tIll
m ��
SOIL OVEq pgAT/B pKET -v 'g * �� UAT5 4 bu. 1 bu. *�iUDAPEI UNH� BOG i� 6 tbs.
RYE 3 bu. .5 bu CENTIPEDE, SW
RYE GRASS, ANNUAL 40 tbs. LESPEDEZA, SEDCFA 7 75 Ibs.
4- WHEAT 3 bu. .5 bu
;;•.' \/// �C � BARLEY 3 bu, .5 bu. *BAHIA, PENSACOLA 80 tbs. 30 Imo. N
- •� *•' \/� OATS 4 bu. , bu. BERMUDA, UNHULLED 10 11 6 t
RYE 3
A f //\\ff\ / RYE GRASS, ANNLwL 43obu .5 bu, IESPmEZA.SOD
1 7s lbs. - >-
"`e
rylit If If ff \/f\�\/f\� NOTES r �
ALL PEILMA,NENTGRASS PLANTINGS SHALL BE MULCIIEDAND CRIMPED IN PLACE OR PROTECTED wn7i EROSION U
\\f\�\\f\\f\\� .MATTING TO ENSURE PROPER STABILIZATION. (SLOPES 6:7 OR GREATER MUST BE PROTECTED WITHEROSION
A R fE f\\f\\f�\f�\\/�\f/\\\f MATTING) Z �I
1 f\\f\\� N INDICATES MARGINAL(BUT PERMISSIBLE)PLANTING DATE 0
•1!!�/ if R ff\f/\/ I. UNSC4RIPIED w a N a
i \f\� 2 SCARIFIED �y► z
`5 if / / ►F f\f R �( 3.CEN77PEDESODCANBEUSEDASPERMANENTCOVERA.:'VMMEEXCEPTJUNETHRUOC2OBER Ili 0 z W
a 0
/ it \\�\�. L
ff\�/f�f�' 0 Q 0
A f IfA f\//�\/4` a z W a'
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OVERLAP/ A j w O
it If \\� z W U L U
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_ IF 1F N ccA \ \` W w +D
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ISOMETRIC VIEW ///\ff\/f //\ Ld
NOTES:
1. SLOPE SURFACE SHALL BE FREE OF ROCKS 4'
CLODS,snCKS AND GRASS. MATS/BLANKETS
SHALL HAVE GOOD SOIL CONTACT,
2. APPLY PERMANENT SEEDING BEFORE PLACING if
BLANKETS. 7.
3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE
TO MAINTAIN DIRECT CONTACT WITH THE SOIL ` \ \\\• •I _ North Ca/O�A7Q JOB NO: J-24724.0000
DO NOT STRETCH.
/ � ''•" DATE: 2/24/20I4
4. BLANKETS SHALL BE BIODEGRADABLE EROSION CONTROL \ \/\ \\ \\ Er.F,E"l II= ' DRAWN: KWL
MATnNG/BLANKE7• /\ / f/\f/ f DESIGNED: KWL
s ALL SLOPES ti:t OR GREATER AND ALL SWALES SHALL BE \\ \ \\ \\ \\ \\ \\
STABILIZED WITH MATTINGIBLANKET. MAR 2 k 2014 REVIEWED: JHR
(D
S. CONTRACTOR RESPONSIBLE FOR MAINTENANCE,REPAIR APPROVED: JHR
AND/OR REPLACEMENT AS REQUIRED THROUGHOUT One CaR Center SCALE: I° . I'
CONSTRUCTION. gY:
Ii Before You Dig
EROSION CONTROL MATTING EC * 2
NOT TO SCALE "IPsTheLaw"
1-NO-632-4949
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SODDING - LAY SOD IN A STAGGERED PATTERN. BUTT THE ROLL SOD IMMEDIATELY TO ACHIEVE FIRM CONTACT WITH THE SOIL.
Lo
STRIPS TIGHTLY AGAINST EACH OTHER. 00 NOT LEAVE SPACES AND WATER TO A DEPTH OF 4" AS NEEDED. WATER WELL AS SOON AS THE SOD IS LAID.
DO NOT OVERLAP. A SHARPENED MASON'S TROWEL IS A HANDY
o TOOL FOR TUCKING DOWN THE ENOS AND TRIMMING PIECES. ! ( w
o MOW WHEN THE SOD IS ESTABLISHED - IN 2 - 3 WEEKS. SET THE MOWER HIGH i
ARM ASSEMBLY
& PEG OR STAPLE SHOOTS OR
e GRASS SHOULDASS BE GREENS I m
(TYPICAL) BUTTING - ANGLED ENDS
CORRECT
AND HEALTHY
CAUSED BY THE AUTOMATIC SOD
I
H CUTTER MUST BE MATCHED - -
/ CORRECTLY '\ THATCH - GRASS CLIPPINGS I
AND DEAD LEAVES, UP TO 1/2" THICK I '
PERSPECTIVE VIEW_ I � IIII
ROOT ZONE - SOIL AND ROOTS
INCORRECT "' ` � - SHOULD BE 1/2° TO 3/4° THICK, WITH PVC VENT PIPE
! ' '
DENSE ROOT MAT FOR STRENGTH PVC ELBOW
WATER SURFACE
I I PVC PIPE SCHEDULE 40 PVC END CAP
SPECIFICATIONS RAFICE I
PVC TEE " PVC PIPE PLATE z
/ \ / FLOW S00 INSTALLATION I/2 HOLES IN
...r-. UNDERSIDE PVC TEE �
LAY SOD ACROSS IF FEASIBLE. SOD SHOULD NOT BE LAID IN EXCESSIVELY WET 5. AS SODDING IS COMPLETED, SOD SHOULD BE ROLLED OR TAMPED !2
DIRECTION OF FLOW OR DRY WEATHER. TO PROVIDE FIRM CONTACT BETWEEN ROOTS AND SOIL. i w FLEXIBLE HOSE �
2. DURING PERIODS OF HIGH TEMPERATURE, OR IF THE SOIL IS DRY, 6. AFTER ROLLING• SOD SHOULD BE IRRIGATED TO A DEPTH CONNECTED TO PVC
I THE SOIL SHOULD BE LIGHTLY IRRIGATED IMMEDIATELY PRIOR SUFFICIENT THAT THE UNDERSIDE OF THE SOD PAD AND THE ORFICE OOF OUTLET
/ \ TO LAYING THE SOD. SOIL 4" BELOW THE SOD IS THOROUGHLY WET. STRUTURE BOTTOM SURFACE I i
/ \ 3. THE FIRST ROW OF SOD SHOULD BE LAID IN A STRAIGHT LINE ESTABLISHMENT AND MAINTENANCE OF SOD
WITH SUBSEQUENT ROWS PLACED PARALLEL TO AND BUTTING END VIEW FRONT VIEW ( ! ! I
1 TIGHTLY AGAINST EACH OTHER. JOINTS SHOULD BE STAGGERED 1. DURING THE FIRST 3 - 4 WEEKS WATERING SHOULD BE PERFORMED NOTES: i !
TO PROMOTE MORE UNIFORM GROWTH AND STRENGTH AND TO AS OFTEN AS NECESSARY TO MAINTAIN MOIST SOIL TO A DEPTH OF I I I
REDUCE THE CHANCE OF WASHOUTS UNDERNEATH THE SOD. AT LEAST 4 INCHES. 1. CONTRACTOR TO REMOVE SKIMMER UPON STABILIZATION OF THE CONTRIBUTING DRAINAGE
CARE SHOULD BE EXERCISED TO INSURE THAT SOD IS NOT AREA AND INSTALL PERMANENT PVC ORFICE PER OUTLET STRUCTURE DETAILS.
STRETCHED OR OVERLAPPED AND THAT ALL JOINTS ARE 2. THE FIRST MOWING SHOULD NOT BE ATTEMPTED UNTIL THE SOD IS
BUTTED TIGHT IN ORDER TO PREVENT VOIDS WHICH WOULD CAUSE FIRMLY ROOTED, USUALLY 2 - 3 WEEK. THE MOWER SHOULD BE SET DESIGN CRITERIA: I
DRYING OF THE ROOTS. SMALL GAPS OR VOIDS REMAINING AFTER HIGH (2 -3 INCHES) FOR THE FIRST MOWING. NO MORE THAN 1/3
USE PEGS OR STAPLES TO FASTEN SOD THE SOD IS LAID SHOULD BE FILLED WITH TOPSOIL. 4F THE SHOOT (GRASS LEAF) SHOULD BE REMOVED IN ANY POND SKIMMER ORFICE ORFICE VOLUME* ! z
FIRMLY AT THE ENDS OF STRIPS AND IN MOWING. NUMBER SIZE (IN)__ RAD_IUS (IN) DIA. (IN) (CF)
THE CENTER, OR EVERY 3 TO 4 FEET 4. PLACEMENT SHOULD BEGIN AT THE LOWER END OF SLOPES - - -
IF. THE STRIPS ARE LONG. WHEN READY AND CHANNELS. ON SLOPES 3:I OR GREATER, OR WHEREVER I 1.5 0.7 1.4 4,310
TO MOW, DRIVE PEGS OR STAPLES FLUSH EROSION MAY BE A PROBLEM, SOD SHOULD BE SECURED BY 3. FERTILIZER SHOULD BE APPLIED, AS NECESSARY, TO OBTAIN AND
WITH THE GROUND. PEGGING OR OTHER APPROVED METHODS. SOD SHOULD BE
MAINTAIN THE DESIRED GROWTH AND DENSITY. LIME SHOULD BE Z cI
IN CRITICAL AREAS, SECURE SOD INSTALLED WITH THE LENGTH PERPENDICULAR TO THE SLOPE ADDED, AS NEEDED, TO MAINTAIN PROPER F SOIL SHOULD LIME
SKIMMER SIZE IS BASED ON THE VOLUME SEDIMENT
AT TEMPORARY POOL
WITH CHICKEN WIRE OR NETTING. TESTED EVERY I - 2 YEARS TO DETERMINE FERTILIZER AND LIME WHICH IS GREATER THAN THE REQUIRED SEDIMENT BASIN VOLUME.
USE STAPLES. (ON THE CONTOUR) REQUIREMENTS.
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SODDED INSTALLATION SODDING DETAIL LL
SKIMMER DETAIL (BY J.W. FANtCIOTH 8 SON, INC.) m y
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North CaroUna
T
J 8 NO: J-24724.0000
DATE: 2/24/2014
+ {�' DRAWN: KWL
DESIGNED: KWL
M REVIEWED: JHR
AR 2 4 2014
APPROVED: JHR
One CaU Center SCALE: 1° = 1'
BY:_
Call Before You Dig
"Its The Law" EC * 3
1-800-632-4949

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DITCH CN GCS _•^ �- ``,////1bN11/111�N"```�
�.� UGFO
8 SET ON IRON STAKE AY 421 0 �- . _ Jv: ,`,gNlfUllltlll /grrr
BENCHMARK. ECP �---' n '� "
ELEVATION: 38.76 UGF �._ UGr _ UGFO NN
e NOTES: N: 237309.97 us' VARIES Epp UGFO -UGFO UGFO -
R! EO HIGHWAYI 2:
E: 2289165.31 � IV10 cp �i1GF0 ;,FO
1. CONTRACTOR TO VERIFY SIZE, DEPTH. MATERIAL, AND LOCATION FOR ALL (PUBLIC 0 UGFO - U FC Fp �_ L p`� d�i;y'
UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. UGF0 U` -a'm -im W.-
UNDERGROUND FO -U''J '� Zr
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM FUG
INFORMATION MADE AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS G' UGF OY�;dam Z
CABLESINFORM. TION IS NOT RE CONTRACTORSIVE OF ALL EXISTING UNDERGROUND UTILITIES ANDIS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND F 0 �� UGF 0 �- G 0 DITCH %4O,y••.
f CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS.PLEASE BE ADVISED THAT U"FO F0 '-�� Uv n UGFO UG
THE UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE WATER MAW _-_.---'�- uG C -�-
CONSTRUCTION AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN �- UGFO UGFO �- -�.-- UG+ O
THE WATER MAWS AND APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER WILL _ - - UGFO UGFO
REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF O UGr w
�- UGF p
NOT CONSIDER REQ
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN-ON THE PLANS. - ' UGFO-_ I I a
r$
3. ALL WATER MA TO BE PVC C900 DRIB WITH INTERNAL J01NT RESTRAINT (SIMILAR TO - s_:� A„ UGF
W
EAGLE LOC 900). ALL JOINTS AND FITTINGS TO BE RESTRAINED. ALL MJ RESTRAINTS EOP -- j G
-�
SHALL BE THE GRIP RING' TYPE -- UG°O UGFO ,� 0 UGF rE g CONNECT TO EXISTING R/W APPROXIMATE LOCATION
UGFO 24' WATER MAW r/
4. CLEARING LIMITS HAVE NOT BEEN SHOWN ON THE PLANS.CONTRACTOR SHALL VISIT UGFO UGFp ` r 24'x6' TAPPING SLEEVE
SITE PRIOR TO SUBMITTING BID AND SHALL INCLUDE THE COST OF ALL CLEARING AS UGF 0 �� np F fir` AND 6' GATE VALVE
REQUIRED FOR INSTALLATION W RK.THE COST OF THE WO 'N t` s?"� ' 24 _
- ,f" � " `�* (COORDINATE WITH PENDER
- EXISTING O
S. CONTRACTOR SHALL BRACE/SUPPORT ALL POWER POLES AS REQUIRED FOR oil N ." COUNTY UTILITIES PRIOR PENDER ccNTv
CONSTRUCTION. as TO CONSTRUCTION)
WATER LINE .---`
,l„, rr s" UTI ---�•- Zq'Ki EX R/W CM ,
6. ON BORE AND JACK CONSTRUCTION. IF A HARD OBJECT IS ENCOUNTERED, CUT OFF _m
CASING AND FILL WITH PLOWABLE FILL. AND START AGAIN WITH A NEW CASING- a�_y,'- f. U�
7. ITEMS DAMAGED SHALL BE RESTORED OR REPLACED TO A CONDITION EQUAL TO OR
BETTER THAN THE ORIGINAL CONDITION AT THE EXPENSE OF THE CONTRACTOR. UTL U IL
ax 6' X 20 TEE - _l I o
S. ALL WATER SHALL BE W STRICT ACCORDANCE WITH THE SPECIFICATIONS OF PENDER U j L _
COUNTY UTILITIES AND THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND 2
2' 90' BEND 6 GV __-__ i i w
NATURAL RESOURCES. NONCONFORMING MATERIAL SHALL NOT BE ACCEPTED FOR '� "'-" \ FH
FINAL CERTIFICATION. 24"W I
_
S. ALL SEWER SHALL BE W I' DOMESTIC STRICT ACCORDANCE WITH THE SPECIFICATIONS OF PENDER � -� � - - - � METER
COUNTY UTILITIES AND THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND __ -- __ -^
NATURAL RESOURCES. NON-CONFORMING MATERIAL SHALL NOT BE ACCEPTED FOR ___ - _ _---_ RP ASSEMBLY
FINAL CERTIFICATION. __- W HOT BOX -
10. WATER SERVICE SHALL BE PVC OR BRASS AS REQUIRED BY PENDER COUNTY UTILITIES.
_ a
-- 2' 45• BEND
II. SEWER SERVICE PIPING SHALL BE PVC SCH. 40. ALL MAIN PIPING SHALL BE MARKED
WITH DETECTION TAPE AS PROVIDED W THE SPECIFICATIONS.
- , _ +, I
I?- THE CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH PENDER EXIST!NG METAL FENCE Z
POST I
COUNTY UTILITIES PRIOR TO BEGINNING WORK. NC GRID COORDINATES: PROPOSED SEPTIC 2' PVC DOMESTIC -
(NA083/NSRS 2011) WATER SERVICE
N: u,
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE ENGINEER RECORD 237296 RECOVERY AREA
.260 � �
DRAWINGS OF THE WATER AND SEWER SERVICES AND MAIN EVI S AND ANY DATD E: 2289043.558 (BY OTHERS)
NS I
FROM THE PLANS. THE RECORD DRAWINGS SHALL INDICATE AT LEAST 2 DMENSIONS I I -
TO PER LOCATION TO PERMANENT FIXTURES IN CLOSE PROXIMITY FROM POINTS ALONG _ _ _---- 4P 1 y
THE MA AND ANY BENDS OR UNDERGROUND FITTINGS. I I _
LO a
�
W m cv) H
14. CONTRACTOR RESPONSIBLE FOR PROVIDING ALL FITTINGS NECESSARY TO MAKE I r - I c� U o
SERVICE CONNECTIONS TO BUILDING. 1 ,-
1 i 2' 45• BEND I I _ _
. T c9
15. FOR THE ACCEPTANCE OF NEW WATER MAINS. CONTRACTOR SHALL PRESSURE TEST. I 2 • o _
COLLECT AND TEST BACTERIOLOGICAL SAMPLES. AND SUBMIT TEST RESULTS TO
ENGINEER AND PENDER COUNTY UTILITIES. P U
I ,
16. A ONE YEAR WARRANTY PERIOD APPLES TO ALL UTILITIES CONSTRUCTION. THIS ( --, -- fr d µdi I CD
WARRANTY PERIOD DOES NOT BEGIN UNTIL NCDENR FINAL APPROVAL OF THE SYSTEM I I V J ¢ oo E U
HAS BEEN RECEIVED. A WRITTEN COPY OF THE WARRANTY WILL BE REQUIRED PRIOR TO
FINAL ACCEPTANCE ( I Q Z N Z N O U u
( WET DETENTION I I H L o Q
17. FIRE HYDRANT SHALL BE AVK SERIES 2780 HYDRANT: NOSTALGIC STYLE DRY BARREL. I• BA39I 1 1 _ 0) m
OR APPROVED EQUAL PER PENDER COUNTY UTILITIES. SEE DETAIL SHEET C22. i 3 LF W PVC - SDR 33 , i i I O� N 3
_ CORBET7 SAND. LLC • 2.0OxLo
0.6- 3465, PG. 193 ( i WV.: 4L00 I �2'' I - - - c CV m`
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I PENDER EMS & FIRE le INV. IN 4094 (NW) I
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(BYI OTHERS) 3 LF So PVC - $OR 330.1
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1-800-632-4949 Joe N0: -24724.0000
DATE: 2/24/2014
_ DRAWN: KWL
KWL
I - DESIGNED.:
J GRAPHIC SCALE REVIEWED JHR
� APPROVED: JHR
20 0 to 20 40 Iw SCALE.• I" = 20,
IN FUT
I S inch 20 > ft C2 * 1

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7Q: aOW O •:a=
li ZZ
WATER SERVICES' Z Z ;ti4N
WATER SERVICE r-- NEPTUNE T TRU•FLO COMPOUND METER j TO HOUSE WATERLINE - t W •4��Z
o BY OTHERS WATERLINE PRO-RFADIPIT ADAPTER ! PAVED AREAS RUN-PAVED AREAS BY OTHERS CON-RACTOR ri�y��'••........••, \`�v
CONTRACTOR BY PASS
>— RANGED VALVE BON( 1 ////nfdllilillllll�\\�
I3 ' ANGLE i%S"OD COPPER TUBE COVER I CONCRETE
ILL CHECK VALVE 2 ENf]R MOUNT FUAN 12" r ENCASEMENT(3000 PSI)
s' MOUNT FLUSH �O NEPTUNE STRAINER WTTH PAVEMENT CASTING 7.5"MIN. j 16
WITH FINISH® -�' 3 tttp11111111/U/
PIT PADS ANGLE BALL VALVE SURFACE COURSE-� MOUNT CONCRETE f �rz MOUNT \p\\ i
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•' , ,:y ISTWG 1 FINISHED GRADE GRADE (0 `2 '.
(1.5'MIN.) 1 + 7
1 ` v.• •.d6 i
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CDR METER BOX MATCH EXISTING CONCRETE _ ,.,_
`• WAOD3048-24WPR (8-MIMI ENCASEMENT(3000 PSI) f I I �., ? :y 2: -
TEE VALVE BOX - POLYETHYLENE METER BOX TO BE
j ((X)NOT REST ON VALVE BOX j DFW MODEL D1200 OR AS REQUIRED �,�•�'O ��'•'2
18"MIN 2'!s°OD COPPER TUBE i --�_- I VALVE OR WATER MABd) Z• _� COVER TO FIT METER DIMENSIONS. w
a TAMPED y
1 BACKFILL , CAST IRON HFADE{vFCASFEClII1
I BALL VALVE SOLDER TO REQUIRED HEIGHT CONCRETE THRUST BLOOGNC TAMPED ", .. ' METER NUT S - lVITF(TOUCH READ HOLES 14//////"/It ,• ttt\\\\\
MINLlMIR•1:
BUICK SUPPORT
BUSH" - _ 1
c 2"SERVICE LINE GATE VALVE _ f 18' IN
CLASS 200 Cf5
DINGLE BALL
o ' POLYETHYLENE TAPPING SLEEVE WITH VALVE VALVE , I
c I ( - - MECHANICAL]CENT CONNECTIONS WATER MAIN PLAN I
I #S7 STONE - BRED I O
PORT
2-INCH CTS.S INSERT F/PE EXISTING WATER MAIN - f- A
- « J 2-INCH COUPLING TAMPED
—'�-- BLOCKING f .b •rr�ej y'.a
PVC CAP
' .. STONE
A ELBOW INLET
STUB SECTION,. —) I METER YOKE COMPLETE - + § ,•-s-, )Q'OR 2'SERVICE LINE j m
36' THREADTUBXPLAINK<END COUPLING —+ WITH .VALVE - I = / CLASS20D CIS POLYETHYLENE
SECTION
SCHEDULE 80 .AND BYPASSI PVC CAP L CT.S-COMPRESSION
PVC P (2"j IV OD �]
COPPER TUBE
STUB FITTING SECTEON,
24"SCHEDULE80
2-INCH METER DETAIL PVC PIPE(j/."OR V)
CORRSTOP
"w CAST TN CONCRETE �. FITTING S" DUAL PURPOSE (MCTXIRNAID 470122) WATER MAI
VALVE BOX AND PAINTED BLACK
MOUNT FLUSH
WtTH FIRUSH® AND
TAPPING VALVE 5" I ( METER YOKE COMPLETE
NOTE: GRADE 'ti .>s.s COLLAR WITH VALVE BOX I S WITH FITTINGS(SEE NOTE 4) TAPPING SADDLE-
1. CONTRACTOR SHALL PLACE METER BOX.IN 2-INCH ' NOTE: - (ROMAC 10ii'j I o
NON-TRAFFIC AREA ONLY. r�VICE.LIIIE BRAS NIPPLE I NEW WATER MAIN PRE-CAST CONCRETE 1. PRE-CAST CONCRETE COLLARS MAY RE USED IN _
2. CONTRACTOR SHALL CENTER METER YOKE IN CLASS 2DD'Ci5 VALVE
1 i FINISHED GRADE LIEU OF CONCRETE ENCASEMENT(ONLY IN I
\\ MARKER
METER BOX AS REQUIRED TO PROPERLY FIT POLYETHYLENE \ 1 r �:.. ) - I i
\ !!! YI NON-PAVED AREAS i I W
NOTMETER CORNERS ,F 2. DO NOT ALLOW VALVE BOX TO REST ON THE
r 3 BOX TO BE ADJUSTED VERTICALLY TOACCEPT �-- 1. CONTRACTOR SHALL PLACE METER BOX IN NON-TRAFFIC AREA ONLY.I PAINTED BLUE I 'I VALVE OR WATER MAIN. -
2 ALL TAPS TO BE MADE ON THE TOP QUARTER OF THE.WATERMAIN.
COUNTIES 3. I i I
A VALVE MARKER SHALL:BE PLACED ON THE I ;
�I COIES STANDARD SERVICE METER RIGHT OF WAY AT EACH ISOLATION VALVE.
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX. I i
METER
(NEPTUNE ADAPTER)
RO£OAdPOUND } 4. MCDONALD 26-702WX20 33(f^) I_ - 2_EryC}{ WATER MRFJ 4-#3(1 PER CORNER) - -
ME"(ERPRO-REA�PLT At)AFTER) i _ i � MCDONALD.Z6<90WX2D 44(1'2 I 1 I
4. TAPS ON WATER MAINS LARGER 16`SHALL. THREAD X THREAD RESILIENT G dT VJ� � �a� _� i 1 METER(NEPTUNET-30,P.ROREAD REGISTER Rt#70 MILL) �
(� BE MADE WITH DUAL WIDE BAND,STAINLESS 14li��VALVE 5. BOX TO READJUSTED VETZTCCALLV TO ACCEPT COUNTY'$STANDARD SERVICE
< R 6; METER TO BESET BY COUNTY UPON RECEIPT OF WINTER SERVICE:FEE%AND
} STEEL TAPPING SADDLES(ROMAC 202S).
f 5. ANY TAP LARGER THAN 2-INCHES SHALL BE BLOCK SUPPORT @ - SATISFACTORY RNSPECTIONLOFW,ATE7R'SEWICE TO HOUSE
MADE WITH A TAPPING SLEEVE AND VALVE A TO REQUIRED HEIGHT I VALs CARRKER 7. TAPS ON WATER MAINS LARGER THAN-16"SHALL BE.MADE WITH DUAL WIDEBAND,
STRAINER AND BY-PASS SHALL ALSO BE 2-1NCH� STAINLESS STEEL TAPPING SADDLES(ROMAC 2M).
PROVIDED. TAPPING SADDLE
L (ROMAC 101S) 1
z
j 24NCH TAP DETAIL { '
TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL VALVE INSTALLATION DETAIL STANDARD WATER SERVICE DETAIL to
STANDARD 2-INCH WATER SERVICE DETAIL Z
3 n
NOT TO SCALE NOT TO SCALE E NOT TO SCALE NOT TOSCALE H
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c
ROCKY POINT/TOPSAIL WATER DISTRICT I ROCKY PDINT/TOPSAIL WATER DISTRICT ROCKY POTNTjTOPSATI WATER DISTRICT
ROCKY POINT/TOPSAIL WATER DISTRICT PENDER COUNTY UTILITIES PENDER COUNTY UTILITIES PENDER COUNTY UTILITIES c)
PENDER COUNTY UTILITIES I TAPPING SLEEVE AND VALVE ASSEMBLY I VALVE INSTALLATION ti WATER SERVICE� -10 _ m R ] H
L 2-INCH WATER SERVICE. 605 EAST FREMONT STREET 605 EAST FREMONT STREET 605 EAST FREMONT STREET
STANDARD DETAIL i STANDARD DETAIL STANDARD gETAIL N E
605 FAST FREMONT STREET STANDARD DETAIL I BURGAW, NC 28525 BURGAW NC 28525 Bi1RGAVl;NC 28525 C cM O o
BURGAW, NC 28525 VERSION #1 -AUGUST 2010 VERSION #1-JUNE 2011 00 VERSION #1-AUGUST 2010 VERSION#2 FEB 2013 0 c7 U �
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WAIM MO �O W APO LARGER awL}MVE A W"M OF V-C OF CCVM VARIES (SEE & INSULATED WEATHERPROOF N
- )MANUFACTURER
- rNPMaa ENCLOSURE ANCHORED TO
roamawe ov 11MORM CONCRETE OR e11 De'
aLRae �;Ca FIBERGLASS APPROVED ASS MOUNTING
cr pro slam (HOT BOX fHB6E OR
APPROVED EQUAL)
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1 PIPE LAYING CONDITIONS 4' �a / � (�,
W fig O z W
iEwtaPsdk: - - C.I. CLEANOUT BOX AND COVER W/ 'S' a D Q
CAST ON US FOUNDARY MODEL ENSURE GRADE SLOPES AWAY = Q >4 U
FROM COVERS AND BOXES IX
`--- - - 4' CONCRETE COLLAR USF 7621 OR EQUAL Q F- Q W
' CLEANOUT PLUG 't 3 •s
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C D Q
DIMENSIONS PER BOX MANUFACTURER (TYP)
6" SPECIFICATIONS OR PROPERLY W U LLL Z
(TYP) ANCHORED FIBERGLASS MOUNTING PAD M Q
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i i � SHORT LENGTH OF C.I. PIPE FROM DOMESTIC METER — TO SERVICE CONNECTION — c
6 L.A FURNISHED W/ CLEANOUT BOX LIJ Z G 4W 3
NOTES:
LLl
I. BACKFLOW ASSEMBLY SHALL COMPLY WITH ASSE 1013 d AWWA C51I, 0
WATTS 900 SERIES OR APPROVED EQUAL. z
6's PVC PIPE AND FITTINGS 2, ASSEMBLY SHALL BE INSTALLED WITHIN 5' OF THE DOMESTIC METER Il_)
WITH NO PRIOR CONNECTIONS ON THE LINE.
3. ASSEMBLY SHALL BE CENTERED ON CONCRETE MOUNTING PAD AND ECEi3 V A *
CENTERED WITHIN ENCLOSURE.
4. MINIMUM CLASS 1, ASSE 1060 HEATED & INSULATED WEATHERPROOF s JOBO: J-24724.0000
ENCLOSURE REQUIRED. P� MAR 2 4 20% DATE: 2/24/2014
5. PIPE MATERIAL SHALL BE PVC (SCH. 80 OR BETTER), 1 DRAWN: KWL
6, INSTALLATION SHALL BE IN COMPLIANCE WITH N.C. PLUMBING CODE. DESIGNED: KWL
7. PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AND BY;---
OPERATION OF BACKFLOW ASSEMBLY AND COMMPLIANCE WITH REVIEWED: JHR
REPORTING AND TESTING REQUIREMENTS. APPROVED: JHR
SCALE: 1. = I'
CLEANOUT DETAIL I" RPZ (RP ASSEMBLY) DETAIL
NOT TO SCALE NOT TO SCALE C292
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NC'GRID COORDINATES: _ -. - - TP 43,4, q3 q2 0 2� 1428i I 1 I i Oo p
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CURB TAPER I E U L
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k42.9 � � - - - - I r- --- -- rM4 (SEE DETAIL) I, i , tx • - �
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m .a 3-82% as a w a �; I OFF-SITE DISTURBED AREA: 10.643 SF 5 Z D a m
k44.4 445.I- _ _ _ r 1- TP 44.20 TP,45.00 \ TP 45.00n\ TP 44.9I Ill
f I- _ Fi F- - n \ c i 1 I } y38.8 / ` j C -
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i I - - ` TP 45.00 \ TP 45.00 F r x` DRIVEWAY: 3,636 SF O N
/a`- L _ - • 46.7 \ , \ .. ` '�' , I I I. !` TOTAL OFF-SITE: - 3,636 SF � 2
LO
WET DETENTION , \ c cal '
/ OFF-SITE PERCENT PERVIOUS: t342x 1++TP 45.00 (.. a BASIN ', , \ /
m IM as v r' TDB: 42.50 �1 ` \ TOTAL PERCENT IMPERVIOUS: tQ_4%
CORBETT SAND, LLC 7 ' I 39.00 I \ \ 39_4
\ ( a a s sg c c, : BOT: 35.00* 1 \ k r
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D-B. 3465, PG. 193 / i , \ d a s 7a„ a a = 1 \ J A-41.6
I I PENDER EMS 9 FIRE \ I� m, 4332, i. SEE PERMANENT WET DETENTION DETAIL,
TP 45.00 I \ \ /
_.45.6 I 46.8 STATION 29, HWY. 421 Imo'' 1.98% n r 43.4 \ \ \1 / SHEET C4.2. N
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DATE: 2124/2014
//' \�►... _` ; ` \ --T 6�7� \\ DRAWN: KWL
k45.9 DESIGNED: KWL
GRAPHIC SCALE REVIEWED: JHR
APPROVED: JHR
zI I I I +I eI SCALE: 1" = 20'
k46.z IN FEET )
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j cc) 0 0
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42 LF 15' RCP 0 0.33% i
1 I 3
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35 35 35 35_ 35 I 35
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0*00 1+00 Or00 h00 Ir25 0+00 I+00 1+25 W U LL Z
DRAINAGE — MEDIAN DRAINAGE — ENTRANCE DRAINAGE - POND OUTFALL z C 5
STATIONS: -0+25 - 1+00 STATIC -0+25 - 1+25 STATIONS: -0+25 - 1+25
SCALE HORZ: 1' s 20' SCALE: H�2Z.: 1' = 20' SCALE: HORZ.: 1" = 20' W a U)
VERT.: 1' - Y VERT.: 1" = 2' VERT.: 1" = 2' 0
Z w
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JOB O: J-24724.0000
DATE: 2/24/2014
DRAWN: KWL
DESIGNED: KWL
t ' - REVIEWED: JHR
APPROVED: JHR
SCALE: I" = 20'
C3 * 2

N1tUNUN/q„-
MINIMUM0EWALKS 4 IN TH TO BE 6'-0' `�J````P- 4ry
3000 BROOM FINISH i" $`�/;' •2Z ••P. '�5��_
N VS' RADIUS ' - aF o. a n
1-6' 3-0" I'-6
=aE Set-Z
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i Y
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8 w z . . aw I Q,. SLOPE �. a . a a SLOPE .a Qa.,
w
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PLANDIA. HOLE ° N It N N d ♦. s` �\ l\\\llg011ttlq rrrrr
.0 I _ .d 1:12 MAX. .m t _ 1:12 MAX. m o - _ r+o ♦ r
_ `
I/8" - I/4" BAR & GROUT
N0. 5 ° ° dif
J _ ' a'° * 4 .. a. a a��2�� d: �J`��aP:' •'DSO��
PREMOLDED STRIP, FLUSH CONCRETE : ♦ d - d d ` °'. ''�'q-i- •' v p"• •''d6��'
"z W/ SURFACE 2'-9" -I ° . . ,d �•r- O'_o �vi:y
S�'���♦ ° d
3 - ' MIN. 6' MIN.
6' MIN F 6' . J
- - p : 3a - FLUSH .♦ `� `l-�v� d,•.d0, •'.r Q
d ad%' ,` -,.n'.". .',ay-' :�s_- 7'a .:en'.` •A '_ FINISH
s _ % _ : . :,.. . :..'_•:.. GRADE ♦.. ir� • �� QP� rrr/O
W j/i GROUTSFL FLUSH
M� NEW PAVEMENT PARKING LOT ♦ ¢ rrrrrrllhll Oltl t\`t`
o �\ WITH TOP 1.
CONTRACTION JOINT
PLAN ISOMETRIC
SIDEWALK JOINT DETAILS
( I ( NOTES: I o
I �I L CONSTRUCTION OF ACCESSIBLE CURB RAMP SHALL CONFORM TO ALL APPLICABLE
c NOT TO SCALE �I�II�I " I I I i lwl
I-Ilr-n r-Yl FEDERAL, STATE AND LOCAL CODES AND ORDINANCES.
i
a 2. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF m
SEE PLAN FOR WIDTH a ABRUPT CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY
05
NO. 5 BAR ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20 (5%)
FINISH GRADE TOOLED EDGES (1/8' RAID.) (TYP.) DRIVE ISLE 1'-6' LONG
50:1 MAX 2 NO. 4 BARS 3. CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH OF CURB
5'-8' LONG
SEC.+-rION. RAMP. SEE DETECTABLE WARNING DETAIL.
_I (� ♦ - A, 'd - . . - _ 4. LONGITUDINAL SLOPE OF SIDEWALK TO BE NO GREATER THAN k20 (5%).
NOTES: _III-III-III-III-1♦ - - - - 1 ♦I II HEAVY DUTY 6° �a
1. ALL SIDEWALK GRADES . . I I j I_ III I' rI=(I I=I I�I I Ill
-I I _ I I- I" BATTER - CURB RAMP
SHALL BE ADA ACCESSIBLE. 3000p$I CONCRETE 3000ps1 CONCRETE WHEEL STOP DETAIL
4' THICK 6' THICK WHERE SIDEWALK
2. PROVIDE EXPANSION ABUTS PAVED AREAS •. SLOPE I'/FT. NOT TO SCALE - - w
JOINTS WHERE SIDEWALK 30' MAXIMUM BETWEEN EXPANSION JOINTS . -
ABUTS STRUCTURES OR NOT TO SCALE ' .:. I N
OTHER SIDEWALKS. EXPANSION JOINT o C '6. I >
3. ALL SIDEWALKS SHALL BE
BROOM FINISHED. SEE SIDEWALKS TO BE
TECHNICAL SPECIFICATIONS MINIMUM 4 INCHES THICK -
FOR DETAILS, 3000 PSI CONCRETE r '' •� r�" a- I
4. MAXIMUM LONGITUDINAL BROOM FINISH
- ao 6' S,000 PSI CONCRETE
SLOPE SHALL BE 5% (20:1).
5. CURB RAMPS SHALL HAVE 6" GRADED AGGREGATE BASE COURSE (ABC) I '
A DETECTABLE WARNING 24' `,p COMPACTED TO 100% OF ITS MAX. LABORATORY
COMPLYING WITH CODE OF DUMMY GROOVE DRY DENSITY (ASTM O-1557T ! I I I I
FEDERAL REGULATIONS ADA PLAN CONTRACTION JOINTS
STANDARDS FOR ACCESSIBLE AT W O.C. FORS' SIDEWALKS NORMAL, CURB
DESIGN, CURRENT EDITION. THE - OR EQUAL TO SIDEWALK WIDTH 1L I
DETECTABLE WARNING SHALL SIDEWALK DETAIL I '
EXTEND FULL WIDTH AND DEPTH NOTES:OF CURB RAMP.
- 1. ALL CONCRETE SHALL BE 3,000 PSI. I
2. PROVIDE CONTROL JOINTS EVERY TEN FEET 1101. I I I I I I I
NOT TO SCALE COMPACTED SUBGRADE
3. PROVIDE EXPANSION JOINTS EVERY FIFTY FEET (50).
4. PROVIDE EXPANSION JOINT WHERE CURB ABUTS ...(SEE SPECIFICATIONS AND SOIL REPORT)
SIDEWALKS, OR OTHER STRUCTURES. SECTION A-A : `
S. PROVIDE LIGHT BROOM FINISH.
" - o 0 10
TRANSITION 240 STANDARD CURB 8( GUTTER CONCRETE PAVEMENT Hy CO � o 0
CURB AND GUTTER
(APPLICABLE TO ALL TYPES) TO BE ROUNDED NOT TO SCALE NOT TO SCALE 'C9 5 K� U m
TURFSTONE ECO-DUBUN - 0) Y C: 0
INTERLOCKING PAVERS _ c = o` U O
FILL VOIDS WITH ASTM C33 SAND _ - - , x o
D a) -a ti
_ N crJ �
PLACE 6" #57 STONE 0/ > O s N
FULLY WRAPPED IN 8 OZ. Q C1 E U
NON-WOVEN GEOTEXTILE v� (D CN p -6 z
+ 1.5" ASTM C33 SAND 2' 18" WIDE x 5" THK. CONC. APRON QN ) Z O v v
A (APRON IS TO BE 18" WIDE ORTTO)EDGE _
-- OF BOX WHICH EVER IS GREATER) w z "
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I" EXPANSION JOINT Oro N 3 �
D D. \ \\ SURROUNDING PAVING IS CONC.)
- m
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COMPACTED SUBGRADE THICKENED EDGE II= >
NOTES: ADJACENT PAVEMENT TO BE THICKENED
1. REQUIRED AT ALL SIDEWALK RAMPS AND WHERE (98% STANDARD PROCTOR}
INDICATED ON PLANS. NOTE: TO 12" STARTING 5' EACH SIDE OF BOX _
GEOTECHNICAL ENGINEER TO VERIFY SECTION- (TYP. ONLY IN CONC. PAVEMENT AREAS) (� (�
CURB AND GUTTER TAPER DETAIL PERMEABLE PAVEMENT DETAIL `I j
NOT TO SCALE NOT TO SCALE
GRATE INLET APRON DETAIL (� = W
z �
SUBGRADE COMPACTIOK SIDEWALKS NOTE: CONTRACTOR SHALL PROVIDE SAW JOINT PLAN TO
SIDEWALKS TO BE 981 STANDARD(ASTM D694-00.0 ENGINEER FOR APPROVAL a N CD
MINIMUM
N 000P CONCRETE A - TYPICAL SECTION - _J z Q
Lj
I. ALL CATCH BASINS SHALL BE SEPARATED FROM THE PAVEMENT AND CURB BY BOXING OUT AROUND _
8' GRADED AGGREGATE BASE COURSE (ABC) COMPLETELY THROUGHAC CURB AND SIN AS OSLAB. MANHOLE WN ABOVE. CAST CASION STINGS WITHIN THE PAVEMENT NT MATERIAL SHALL UN L Q cr O Z
•: '' -. COMPACTED TO 100% OF ITS MAX. LABORATORY SHALL BE BOXED IN LIKE MANNER EXCEPT WHEN TELESCOPING TYPE CASTINGS ARE USED. U (-- Q
. �. VARIES. a" DRY DENSITY (ASTM D-1557) - _
(SEE PLANS) (C�(CJ) 3, ASPHALTIC SURFACE 2. WHEN A JOINT FALLS WITHIN W OF OR CONTACTS BASINS, MANHOLES, OR OTHER ® F Q
5'(TYP) I tirP)' ,' •t COURSE, TYPE SF9.5A - 1/8" STRUCTURES, SHORTEN ONE OR MORE PANELS EITHER SIDE OF OPENING TO PERMIT JOINT z O
FLUSH WITH SURFACE FILL WITH JOINT SEALER TO FALL ON ROUND STRUCTURES AND AT OR BETWEEN CORNERS OF RECTANGULAR STRUCTURES. Q Z (n C3
I- V2' 3. ALL TRANSVERSE JOINTS MUST EXTEND THROUGH CURBS AND MUST BE CONTINUOUS Q
FORUM OR SAVED / INSTALL Ve EXPANSION - `.� : - ACROSS PAVEMENT, EXCEPT TIED TRANSVERSE.CONSTRUCTION JOINTS. EXPANSION JOINTS Z
CONTRACTION JOINT. -" .WM EVERT 30'-MATCH
3/4'DEEP(TYR) FAVE3IENT JOINTS IN CURB a GUTTER \ \ / ' . 'd WILL NOT BE REQUIRED EXCEPT AT STRUCTURES OR AS SHOWN ON THE PLANS. U
\(\ � 4. ALL SOFT AND YIELDING MATERIAL AND OTHER PORTIONS OF THE SUBGRADE WHICH WILL w V-
NOTE: �\�\��\/���\��\��\�\/�\/��\/�\/ }- NOT COMPACT READILY WHEN ROLLED OR TAMPED SHALL BE REMOVED AS DIRECTED AND w Z
LONSITUOINAL SLOPE OF SIDEWALK SHALL PLAN A ��//\��\\��\\/\\��\//\��j\\�\\�j\\�/�\/�//�// t Z
BE CID GREATER THAN t20(3%) �y REPLACED WITH SUITABLE MATERIAL PLACED AND COMPACTED.
THE SUBGRADE SHALL BE THOROUGHLY COMPACTED WITH SUITABLE EQUIPMENT TO W La Q
TOP OF WALK ELEVATION NOTED ON PLANS - - - - _ - PLATE BASKET HAVE UNIFORM DENSITY AT MOISTURE CONTENTS'OF NOT LESS THAN STANDARD OPTIMUM(AASHTO 98). _ a. �
rR i-I j 1=1 j I-I 11- V44Fli1-I I I_)I I-(11-11 I. (2 1/2" X.3/8" X 12" 019 O.CJ ALL SEWER TRENCHES AND STRUCTURE EXCAVATIONS SHALL BE BACKFILLED TO NATURAL ' "»��r"�"'; ® 2
SLOPE tb0 IE3T MAK TYPE A OR FINISHED GRADE AS SOON AS CONDITIONS PERMIT. ALL BACKFILL SHALL BE COMPACTED - I' Z W
• .'' ? '" ':' v.�4" COMPACTED SUBGRADE WITH MECHANICAL TAMPERS IN LAYERS OF NOT OVER 6" LOOSE MATERIAL. IN ORDER TO /, ty /'
s '�'{I - (SEE SPECIFICATIONS AND SOIL REPORT) SAWED PREVENT DIFFERENTIAL HEAVE THE BACKFILL MATERIAL SHALL BE THE SAME MATERIAL AS �'(lild Z •t ZY�1 W ry
E' NOTES: THE SUBGRADE ADJACENT-TO THE TRENCH. a
L PAVEMENT AND AGGREGATE BASE COURSES SHALL BE CONSTRUCTED ap• --
5. THE MINIMUM CEMENT CONTENT SHALL NOT BE LESS THAN 6.0 SACKS (94 ID. PER SACK)
IN ACCORDANCE WITH THE NORTANAR D SPECIFICATIONS
DEPARTMENT OF PER cu. yd. OF CONCRETE. THE MAXIMUM SIZE AGGREGATE SHALL NOT EXCEED 1/4 OF THE
In
TRANSPORTATION STANDARD STANDARD SPECIFICATIONS FOR I/8" RADIUS FILL WITH JOINT SEALER SLAB THICKNESS. THE MAXIMUM SLUMP SHALL NOT EXCEED 3". ALL CONCRETE SHALL BE AIR W Q
B^ B• ROADS AND STRUCTURES, CURRENT EDITION.
2 THE SUBGRADE SHALL BE COMPACTED TO 982 STANDARD PROCTOR CL
ENTRAINED IN ACCORDANCE WITH THE FOLLOWING TABLE:
SECTION A-A (ASTM D-698).AND SHALL BE PREPARED ACCORDING TO THE NCOOT -
MDTEs: STANDARD SPECIFICATIONS. SUBGRADE SHALL BE FREE OF ROCKS AND North Carolina
t ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE FEDERAL,STATE AND LOCAL CODES AND NEOWICATIOUS, DEBRIS LARGER THAN I' IN DIAMETER. COMPACTION TESTS MUST BE
AND TO THE TECHNICAL SPECIFICATIONS INCLUDING.BUT NOT LIMITED TO,SECTION OZZOO-EARTHIMIRC e e A e q MAX. SIZE OF COARSE AIR CONTENT, JOB N0: J-2
SUBMITTED TO THE ENGINEER PRIOR TO APPLICATION OF ANY BASE d AGGREGATE, INCHES PER CENT BY VOLUME DATE: 2/24/20I4
AND SECTION 03300-CAST-IN-PLACE CONCRETE. MATERIAL. ::.- T
2 CURB RAMPS SHALL BE INSTALLED AT EACH INTERSECTION OR D£SiG ATEO CROSSWALK 3. CORE, DENSITY AND GRADATIONS ARE REQUIRED AND SHALL MEET DRAWN: KWL
LOCATION AND MUST MEET Tiff MOST CURRENT ADA STANDARDS AND SPECIFICATIONS AT THE TOM OF CONSTRUCTION NCDOT SPECIFICATIONS 3 t4" 1-1/2 , 2 5 ± 1
� :-.::.: "::'': .. . ..,. . . .. . DESIGNED: KWL
3,ON ACCESSIBLE ROUTES WHERE SIDEWALK W LESS THAN S WIDE PASSING SPACES AT LEAST S'XS'SHALL BE LOCATED 4. SUBGRADE AND THE CURBLINE MUST PASS PROOF ROLL BEFORE THE 3/4 , 1 6 ± I
REVIEWED: JHR
AT REASONABLE INTERVALS NOT TO EXCEED ZOO'. CURB IS INSTALLED (IF ANY CURB IS SHOWN).. DIAMOND PLATE DOWELS 3/8 ,1/2 7-I/2 ± I APPROVED: JHR
(4 I/2" X 4 I/2' X 3/8" B 18 D.C.)
One Call Center SCALE: 1" = 1'
RAISED SIDEWALK WITH TYPE B CONCRETE PAVEMENT DETAILS Call Before You Dig
THICKENED EDGE DETAIL ASPHALT PAVING SECTION LONGITUDINAL CONSTRUCTION JOINT "
NOT TO SCALE NOT TO SCALE NOT TO SCALE 1 j800-632�9 C491

8
g Bd �aa111111N1/ye
n EDGE OF---'
PAVEMENT OR 24" `� ...•.............
e FACE OF CURB {5 •
a WHEEL STOP _ � JOINTS SHALL BE WATER TIGHT
L WHERE SHOWN -
4 / CLASS 2 OR 3 BACKFILL Bc I I I I WITH FLEXIBLE RUBBER GASKETS =U= ono e o
2v. TO BE PLACED IN LAYERS _I •) I_ s Z'. r
8° MAX. COMPACTED DEPTH — �" / ��d0 '•...........
Z.C'p``
4"PAINTED WHITE THAN Be PLUS 2' FOR yii CER
STR'PE(TYP.) REQCOMPACTED TO A UIRED BY SPECIFICATIONS III �� Bd SHALL NOT BE GREATER � - -- � �"1f ;.�(
5'
SLOPE MAX _ PIPES UP TO AND INCLUDING
$ GREATER THAN 30"TO CONC. PIPE CONC. PIPE
4°PAINTED WHITE
T SATISFACTORY
STRIPE(TYP.) IB-O' 4 7/e° 5° PIPE ZONE N JOINTIING AND TAMPING - -- - -- - - - - - - ''
OF BEDDING MATERIALs���i
INTERNATIONAL
m I UNDER a AROUND PIPES. - ����P' •'• ��.
SYMBOL(WHITE) 24' 24" pV;'Q d6L
PARENT MATERIAL COMPACTED =ar:02 dw:V'
T - TO 95% MAX. DRY DENSITY USING NOTES: W\ - ICJ:�
t LEGEND AND BORDER - N STANDARD PROCTOR COMPACTION
REFLECTORIZED GREEN I I I— (. INSTALLATION OF FILTER FABRIC AT JOINT- AFTER
ESE E TEST FILTER FABRIC WRAPPED
EACH SECTION IS JOINED UP, THE CONTRACTOR SHALL � '•d 2r
AROUND PIPE JOINTS mod ' a ,ram.
I- PLACE TWO {2} LAYERS OF FILTER FABRIC AROUND THE .��0y•.• p��.
_ J 1— (— JOINT, A MINIMUM OF FOUR FEET WIDE, CENTERED ON THE
AR IN =1 (=III—) 1=I I , ( ( JOINT.
0 N „—� „ —III I I—
I aI I 4 1/4 IN - NOTED. Z. FILTER FABRIC SHALL BE A NON-WO FILAMENTS
MENTS HEAT-BONDED
a 4 BACKGROUND - ALL STORM PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP), CONFORMING FIBER L POLYPROPYLENE AND NYLON FILAMENTS
EQUIVALENT TO MIRAFI 140 N.
/ 60"MIN.FOR STANDARD REFLECTORIZED WHITE _ TO ASTM C 76 CLASS III, UNLESS OTHERWISE E I F
STORM LINE BEDDING DETAIL CONCRETE PIPE JOINT DETAIL
w ACCESSIBLE SPACE '
c'_
96"MIN FOR W33 NOT TO SCALE NOT TO SCALE I 1 r
VAN ACCESSIBLE SPACE
(SEE PLAN FOR LOCATION) 't to
I
NOTES: NEW PAVEMENTI. STRIPING AND CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND SPECIFICATIONS. I I
2. 2% MAXIMUM SLOPE IN ALL DIRECTIONS WITHIN ACCESSIBLE PARKING SYMBOL -
SPACE STORMWATER WETLAND PLANT I i
AND ACCESS AISLE_ REFLECTORIZED I l
3. ONE IN EVERY 8 ACCESSIBLE SPACES SHALL BE SERVED BY AN BLUE AND WHITE '
8' WIDE ACCESS AISLE AND SHALL BE DESIGNATED "VAN ACCESSIBLE". 12° - - RECOMMENDATIONS:.
. . . . . ..
ACCESSIBLE PARKING SPACE STRIPING DETAIL SHALLOW WATER I
... .. .. . .. . . I Z
NOT TO SCALE PER NC STATE BUILDING i o
���I�■ ■M Botanical Name Common Name
CODE DETAIL R7-80 U55
SELECT FILL COMPACTED Herbaceous Plants l I - ! >
FACE OF CURB H TO 95X MAX. DENSITY USING - i ! ¢
TY w THE STANDARD PROCTOR Acorus subcordatum Sweetflag
PENAL ■ ■ o I I II -) I d �) COMPACTION TEST. c
Alismo subcardotum Water plantain j I
$250 _III-Be
Hydroleo quadrivalvis Waterpod— Iris virginica Blue flag iris� � (� Bd SHALL NOT BE GREATER
_ THAN BC PLUS 2' FOR ✓uncus effUSUs vor. pyloei or solutus Soft rush
III- 12" MIN. PIPES UP TO AND INCLUDING '
(_ WHERE 30" AND 3' FOR PIPES Ludwigio spp. Primrose willow
• PIPE ZONE APPLICABLE GREATER THAN 30" TO
i (TYR) � R !—) I) PERMIT
SATISFACTORY
MTPING Peltandra VirQJRJCa Arrow arum I I ( Z
LEGEND AND BORDER - I I 1—
REFLECTORIZED GREEN N -) OF BEDDING MATERIAL Pontederia cordata Pickerelweed
4° WIDE WHITE UNDER 8 AROUND PIPES.
TRAFFIC STRIPING ��� �� ( I— Sagittar/a latifolla Duck potato Z C)
00 YYYY _ PARENT MATERIAL COMPACTED Sagittaria to17CY10 47 Bulitongue L D
BACKGROUND--
m I II j ( STANDARD PROCTOR COMPACT DRY DENSITY ION Saururus cernuus Lizards tail OL) �
REFLECTORIZED WHITETO 95% ' CO ttl N
—_ TEST' S(1// choenoplectus tobernaemontoni Soft stem bulrush I—� � O o
WHERE APPLICABLE _I I _
ONLY I-) I=I I-I —) —I ( I = Schoenoplectus americonus Three-square bulrushCD
=� = m U
NOTE: Schoenoplectus pungens vor. pungens =c 01 _0 u o
ALL JOINTS SHALL BE WRAPPED WITH FILTER FABRIC Seirpus cyperinus WDolgrass _ - c
HANDICAPPED PARKING SIGN _STORM LINE BEDDING DETAIL FOR PAVED AREAS �?S� o
NOT TO SCALE NOT TO SCALE Zizoniopsis milfacea Giant cutgrass m Q p 00 00 L
s'-o• TYPICAL Li U SHALLOW LAND c ? o x a
Botanical Name Common Name O d 00
Herbaceous Plants = C T
Asclepias incarnato Swamp Milkweed �w N
TYPICAL PARKING SPACE F= 3
Corex tenero Quill sedge
NOT TO SCALE Chelan& globro White Turtlehead
Eupotoriadelphus dubius Dwarf Joe Pye Weed
Eupotoriadelphus fistulosis Joe Pye Weed CV U)
Eupotoriodelphus moculatus Spotted trumpetweed s J
ROUND CAP W/ CONCRETE TOP OF BANK TOP OF BANK Hibiscus coccineus Scarlet rose mallow
ELEVATION: 42.50 ELEVATION: 42.50
FREEBOARD LEVEL TOP VEGETATIVE SHELF - Halberdleof rose V = W
IiI=1! ELEVATION: 42.00 ELEVATION: 39.50 =1I _ ( Hibiscus /ae V/S
Ili-Ili-1 i i =ill=l l r mallow Z
FOREBAY - (O' VEGETATIYESHELF ,-1='I� I Koste/etzkya virginico Seashore Mallow
I l i III=1 I _ MAX STAGE I r I I-1 I I 0) W
.III=, I_l I - WALL ELEVATION: 41.00 (SEE NOTE #4) ,y� I I '-I I� • Q N 0e
Lobelia cordinalis Cardinal flower
lu—T�Ti= I�I��� Z_
I IIIII 3 II-111=11! Lobelia e/ongato Longleaf lobelia 0 Z Q
6' DUIMETER STEEL PIPE - T LONC 1= 11=I I(=1 TEMPORARY POOL I - III I! Q
IQ' WIDE WEIR - t�l - Q
I III ELEVATION: 40.0o II _I� Lobelia siphilitiaa Great blue Lobelia
:E!IR1 Ell
ELEVATION: 39.00 (, �,I ,!' U
FILL WITH CONCRETE III !;=1;) SEE PLAN FOR Ii� Ili-11'
4+ - I --Ii LOCATION PERMANENT POOL =_lil III-!' Rhynchospora colorata Starrush Whifetop Q Q
�' I�'!- (SEE NOTES) ELEVATION: 39.00 (0( - '-I 'll- Socchorum bo/dwinii Narrow plumegrass Z f--
-!�!� ' I� 'u_Il -�' il-'
BOTTOM VEGETATIVE SHELF I—I l i —I I,;�IF Q Z
Shrubs
PAINT PIPE, COLOR I i E,I1- I_I ELEVATION: 3Eso -� 'I( � I N -I I !I - y Z
TO BE APPROVED "-
8Y OWNER NOTES: I=III=1!I = III�I_ Aronio arbutifolio Red Chokeberry (/? ~ LtJ <[
- CONTRACTOR TO EXCAVATE 1 , �- - Z
i III 'I! CONTROL STRUCTURE 0 •
L WET POND TO BE USED AS SKIMMER SEDIMENT BASIN(III=11'; VEGETATED SHELF AS NECESSARY TO Cepho/onthus occidentolis Common Buttonbush W —
-; (_,11='/ {SEE DETAIL) LL
DURING CONSTRUCTION AND STABILIZED WITH it III=1; PROVIDE 12 -18 CLEARANCE AROUND I�lI�' W
PAVEMENT TEMPORARY SEEDING. -I I-II ALL SIDES OF ORIFICE OPENING Ir -� Clethro olnifolio Sweet pepperbush W z_
2. UPON STABILIZATION OF THE CONTRIBUTING DRAINAGE
AREA, CONTRACTOR SHALL CONVERT TEMPORARY _II!-II�-I I�'.�I ,�� COrnUS omomum Silky dogwood Z (D
SEDIMENT BASIN TO WET DETENTION POND. ALL Ili �1f= ?i II I.=III- W d (n Q
SEDIMENT SHALL BE REMOVED AND POND SHALL BE Cyrilla racemiflora TiTi
III Ii
o o REGRADED AS NECESSARY TO ACHIEVE ORIGINAL __Ili=111_
0 0 0 0 0 o O o DESIGN ELEVATION AND PERMANENTLY VEGETATED AS Gordonia lasianthus Labially Bay W (,7
°0000000000< 000000 00. INDICATED BELOW.
=11-ill_ Z
3. SEE GRADING PLAN FOR ELEVATIONS. ;!-;.h I HypeNcum densiflorum Bushy St. JOhnSWOrt W
4. POND SLOPE SHALL BE SODDED OR SEEDED WITH ''III -III-1I=
i=1;i-i I =1 I(= d
CENTIPMATTINGDE GRASS MIX AND COVERED WITH EXCELSIOR f=i11=,1 BOTTOM Pond Elevations ilex deciduas Possumhow W _Z
I 5. A TEMPORARY PUMP SHALL BE USED TO DRAIN PONDS I-!II�i ELEVATION: 35.00
' 4 FOR MAINTENANCE OR IN CASE OF EMERGENCY. ' Temporary Pool Elevation 40.00 Ilex gtobro. Inkberry z
SET IN ONE CU. YD. --�- I - ( _ 6. FORESAY WALL DESIGN IS THE RESPONSIBILITY OF THE lf_I-':II L1= II-!II Q
OF CONCRETE (3+x3'x3) I I - , I' •� CONTRACTOR. CONTRACTOR SHALL PROVIDE 1- Permanent Pool Elevation 39.00 /tea vir inlco Virginia Sweetspire ILL!
a
1 3+ =11�i SEDIMENT CLEANOUT 9 g
e ' PROPOSED WALL DESIGN DRAWINGS SEALED BY A -III i I ELEVATION: 34.00 Top of Vegetative Shelf 39.50 IZ
I 4- NORTH CAROLINA REGISTERED PROFESSIONAL ii _ 1=IiI-ill- - Rosa palustris Swamp ROSE
ENGINEER. i(�I I I i i I I=!i!- Bottom of Vegetative Shelf 38.50 North Carolina
7. WET DETENTION BASINS SHALL INCORPORATE MINIMUM I M!1=�ll=III-!II- Imo' Voccinium crassifolium Creeping Blueberry JOB N -24724.0000
- OF THREE (3) DIVERSE SPECIES OF SHALLOW WATER ! �I I I h J Bottom of Pond 35M.00
00 DATE: 2/24/2014
_ I � EMERGENT AND SHALLOW LAND HERBACEOUS �111�11=al�ill� Viburnum nudum var. nudum POSSumhow DRAWN: KWL
td ¢) 4 VEGETATION (EACH) ON THE VEGETATED SHELF. A Sediment Cleanout Elevation - DESIGNED; KWL
of •I - MINIMUM OF 50 PLANTS PER 200 SF OF SHELF AREA SHWT Elevation .
SHALL BE PLANTED. PLANTS SHALL BE SELECTED REVIEWED: JHR
FROM CHAPTER 9 OF THE NCDENR BMP MANUAL. ON •_ ;' APPROVED: JHR
THE TOPS OF BERMS AND ON THE EXTERIOR SLOPES
OF CONTAINMENT BERMS, MAINTAIN TURF GRASS IN One Call Center SCALE: I" = I'
ACCESS AREAS. LUik
PERMANENT WET
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J A ROIG CV EXISTING
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GENERAL NOTES: TOP VIEW
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(TYP.) (TYPO '� 4 (COMPACTED) W CL
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�.� iv I J NO: J-24724.0000
1 � v � BOTTOM ELEVATION OUTLET PIPE
TDATE: 2/24/2014
ND AMI
DRAWN: KWl
-A DEVELOPMENT OftSDB 9/9.707-6950 FAX 4t9-2B0-41i9 DESIGNED: KWL i REVIEWED: JHR
- _ I DETAIL FOR OneCallCernter APPROVED: JHR
PLAN VIEW ISOMETRIC VIEW MEDIAN CROSSOVER in SCALE: 1" = I'
ORIGINAL BY: C.O. Cuevas DATE; ,0.00
a IFIED BY: E.E. WA DATE: „-09 OUTLET STRUCTURE DETAIL Call Before You Dig
CHECKED BY: DATE: T�...
FILE SPEC.: s."s",mnuasrnw;ac•,mesacss.amr aIPS TflC•aifY" •
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FHAYSTD. i0 840.09 STEP - STD. N0. 840.86 STEPS - STD. NO. 840.66 „ , n DEPRESSED GUTTER LINEig SEE ,'''''7fffkllnt ••• aaaa a,`,
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1-1 L ' B E� cs N Z �I cs N
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.> 6" FI w d N M = n n n EXPANSION JOINT n ~ m G. I m
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C RISER
VARIES - - �s a_.• .: Q 4 C m + - R DEPRESSED GUT-TER LINE c a 0
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t 1 > :o C SEE NOTE WHERE T TO SB PIPE IS USED co W N SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES Cn N H
SECTION IN-M
W N WHERE 42" TO 54" PIPE IS USED = cc CV 03 t••1 = CC m
m a Z WHERE 30" TO 36" PIPE IS USED CA V T m a z (n v r o
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�..� VARIES :.-.:. . -....:. . q}.... . J O H DIMENSIONS OF BOX AND PIPE COVER - CU.YDS. CONIC. IN BOX DEDUCTIONS J ® 1>J
-TM '� ' D- C'3 V Z PIPE SPAN WIDTH WIDTH .SPAN YIN. HEIGHT DIMENSION BARS_U BARS-V SARS-W - T L TOP BOTTOM ORE PIPE ('3 �
O - J n;y '1 .. Lu D A B H E F N0. ENG1H NO. LENGTH ND. ENGTH LBS. SLAB SLAB C.Y. R.G.FOR Klms W
d C 0
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> A a-•1 'ni A .a• 15" W-0" 2'-2" - 3'.0" 0.235 -0.829 0.023 0.036
- • o. ,pl 18" 3'-0" 2'-2" W-3" 0.235 0.887 0.033 0.049
.o _h GJ
' Dy 24" 3'-0"- 2'-2" 3'-9" - 0.235 1. 1 0.059 01-M-
p•' -. LL m .6 30" 3'.0 2'•2" 3'-4" 4'-3" V-2" 4'•0- 4 V-5- 2 W-9" 3 3'-9n:. 39 0.123 0.321 1.433 0.092 0.127
'.•I '^ 36" 3' 0". 2'-2" W-10 - 4'-8" 1'-8" 4'-0" 4 1'-11" 3 3'-9" 3 3'-9" '43 0.101 0.358 1.714 0.132 0.178
a DM _
WHERE 42" TO 54" PIPE IS USED :`"� + S - --, -- 42" 3'-0' 2'-2" 4'-5" 5 -3 t'-5" 3'-2" 4. i'-8" 2 2'-11" 3 2'-71" 32 0.112 0.318 7.738 0.180 0.243 !
DETAIL SHOWING �T" IIOD 48" 3'-O- 2'-2" 5'-0" 6'-9 2'-0" W-2" 4 2'-3" 3 2`•11" 3 2'•11" 35 0.145 0.352 2.052 0.235 0.317
i�I 54" 3'-0" 2'-2" 5'-7" 6'-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11" 41 0.180 0.386 2.387 0.297 0.401
EEr 1 OF e2 OF SER CONSTRUCTION PUN PUN SHEET 1 OF 2 EET 2 OF 2 SHEET 2 OF 2
840 . OZ 840. 02 840 .OZ ` RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840.02 Z
V G O
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North Carolina L� �[>
JOB NO: J-24724.0000
DATE: 2/24/2014
DRAWN: KWL
DESIGNED: KWL
REVIEWED: JHR
One Call CPJ11Cr APPROVED: JHR
SCALE: 1" = i'
MAR 2 4 2014 Call Before You Dig
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1-800-632-4949
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PLANTING LEGEND
I TREES
� 25
t I MEDIAN + Red Maple
CROSSOVER
D'TC N (� DETAIL) f Acer rubrum Autumn Blaze'
ASS 2.5"min.cal.Qty: 16
�a IRON MAI �� _..._-.-.._ EOP 42
ELEVATION: AK U.S. r^F'
N. �f�ae�n`.97 q u i red Buffer _ ___ Nellie Stevens Holly
E: 22 III C I� UGFO UG
( 3 linear feet= 6.9 cann -Trea -I,GFG sG `IG` llexnelliestevens'
� q�WA - pG UGFO UGFa- `uc o 6'min. ht. Qty: 10
— Understo UGFO—� UGFO"-- UGFO _�
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o GFO uG r
GF° °� 0- 6'min. ht. Qty: 11 ¢
Ci
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u `UGFO -- Provided Buffer �Japanese Maple
_U o_ UGFo 10'x7V SIGHT 233 linear feet= 7 nopy Trees and 5 O Acerpalmatum
ucro 71RAINGLE 6'min. ht. Oty:2 Pq
EOP °IF°_--uC�F (TYP) Understory Trees
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u OGFe--.--ucFo ucFo----ucFo 10'X70' SIGHT
UC�O uGFO Holly
----' UGFO- UGFO--�- ,� -.-..- ----- .�_.-2s"W -� - Larissa uta' N
7RNNGLE Ilex comuta'Carissa' �
--uGFo—uGFG- uc o— ( (TMp, - - 42 - Ld
--2,w- _'._..____.._ 2•w O — Azalea Forrnosal5"Sp. City:30
un "w I - rhododendron formosa X ' o
' uT un 0
xt w a<^w 3 gal 18" Ht.x 18"Sp. Qty: 5 z
%II I' I' II I' I I' + GROUNDCOVERS AND MULCHES U0
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un va u ,II 1 '(r ' II 11 I I , -_, 'bGI - ® Spreading LiriOpe-along border
r of sidewalk to
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Lidope spicata
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24••W os „ ,I, 1 ' , III ,I I' "� _ --1� - " , ;'• ' 'I' ' SIGHT TRIANGLE NOTE: 4" Pots 12^o.c. cny: 7o �
• I' II I jh - 11 I' II I' STRUCTURES, FENCES, AND Fo
•°` "°. II " 1 �r_--lr- I, II I' , INTO THE SIGHT TRIANGLE BE L
W AND EIGHT FEET, AS MEASUR hardwood Mulch
STREET OR DRIVE, SHALL NO 3"deep SF= 13,500
_ _ I 111 III 1 1 V J I
1 1 ° p0 'I' III 111 '1' '1' ,� ' ' ' •.`j. � ,11' d
111 I 1 I
I' I -------- - - --- • ° ° D Q R 1 I I II 11 Bermuda Grass
III 'I' ,II - .e . ° ` • '1' 1 I III ' X x " x x i. '1' I Seed Q ±16,970 sf '� I Z
,II I •D "a • :.,y ° I ,I, X X X x x X I• II, I I �•-
POND-NC BMP MANUAL RECOMMENDS 50 PLANTS p
g - - _x x X, �. ,I, 11 ' FOR EVERY 200 SF. PLANTING SHELF IS 2280 SF=570 Z w
II I 1 C • ° x I PLANTS LAND HERBACEOUS PLANTS TO BE LL10
II II ,II KREA ° gp • g _ X X II x x x VEGETATED SHE F(0- 6 PLANTED ABOVE POND )= ONO sf r CO N N
• OTHERS) L
X x x 164 saururua cemus Lizards tail r Sn U M O ° Q
X I, 164 scirpus validus Soft-stem bullrush - O U
O) '_ O L S
I I I I I I I = 01 U a
I 11 i• >• ° °< ,. ° ° . " 1 x Required Buffer SHALLOW WATER EMERGENTS=970 sf
I, II n X TO BE PLANTED BELOW POND LINE ON a s= C)
I' I 1 , , • ° ° n �• �° - ,I1 �'I' II111 , 'I' III' ,ll 'I' '� % ' ' 262 linear feet= 3 Canopy ® VEGETATEDSHELF (0to-6") �- (D O -0 o 0
I' I' 00
Ii I 121 Juncus effusus Soft Rush /� O Q 3 J
1' 13 ! D X trees, 6 understory trees, 121 pontedariacordata Pickerelweed � m (0) oL
j 1 ,. .. p" .. __s______ o• x 1 II 'I Q 7 `-' 1_ U 6
x lawn �_ - 0
x SOD SLOPES Z O < m
I M I•W i '• - '�' 3925 SF. CENTIPEDE
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276 linear feet= 2.7 Canopy trees and - _ 1' sageDes;gn PLLc
1 I ,I, III • ,I, III I GRAPHIC SCALE DATE, 1/22/2014
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5.4 understory trees and lawn ,I, r �11 1' I „" III I ll
9 20 0 10 zo so � Sara Burroughs,RLA DESIGNED, SLB
11 1 I, 1 I I' II I I' 1, 228 North Front Street REVIEWED,SLH
Suite 202D APPROVED,SLB
- - ' 1' I, IIWiltnington,NC 28401 SCALE,
Provided Puffer I' I' r I 'Ib
_ _ -_ ,I, I, (-IN--FEET ) Ph. [phone]
276 lineal feet= 3 Canopy, 6 understory trees, and I' 1 inch = 20 ft. [e-mail]
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WtNITT
YPICAL PLANT MATERIAL NOTES
m STAGGERED
oROWS 1. ALL PLANT MATERIAL SHALL CONFORM TO THE MOST CURRENT STANDARDS ESTABLISHED BY THE
AMERICAN ASSOCIATION OF NURSERYMAN".
2. CONTAINERIZED PLANTS SHALL HAVE A ROOT SYSTEM SUFFICIENT ENOUGH IN DEVELOPMENT TO
EQUAL SPACING BETDGE OF PLANTING BED HOLD THE SOIL INTACT WHEN REMOVED FROM THE CONTAINER. THE ROOT SYSTEM SHALL NOT BE
NOTED AS ON-CENTER(O.C.) PLANTING ROOT BOUND, A CONDITION WHERE THE ROOT SYSTEM IS DENSE IN MASS, EXCESSIVELY
DIMENSION IN THE PLANT SCHEDULE INTERTWINED,AND HAS ESTABLISHED A CIRCULAR GROWTH PATTERN.
6" SLIP KNOT WITH STOP KNOT, TOP OF ROOTBALL TO BE 2" TYPICAL PLANTING BED LAYOUT 3. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY,VIGOROUS, WELL-ROOTED PLANTS AND
6" LARGER THAN TRUNK DIAMETER ABOVE FINISH GRADE ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH
3l4" NYLON STRAP
ARE GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION.
ROOT CROWN TO BE LEVEL WITH BUTTRESS ROOTS 4. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY UNLESS APPROVED BY THE LANDSCAPE
FINISH GRADE, t 1" KEEP MULCH 1"-2"AWAY FROM TRUNK ARCHITECT PRIOR TO SHIPMENT.
KEEP MULCH 1"-2"AWAY FROM TRUNK MULCH; 3" MIN., 4" MAX. DEPTH.
REMOVE TYPICAL EXCESS SOIL FROM 5. ALL TREE PITS, SHRUB BEDS AND PREPARED PLANTING BEDS ARE TO BE COMPLETELY EXCAVATED v
GROWER OVER ROOT SYSTEM, UPTO 1" MULCH; 3" MIN., 4" MAX. DEPTH. IN ACCORDANCE WITH THE PLANTING DETAILS. o I a
DEPTH. REJECT PLANTS WITH MORE CUT ROOTS AS NECESSARY IN a
THAN 3" EXCESS SOIL. WATER BERM; 4" MAX HEIGHT. INSTALL CONTAINERIZED PLANTS THAT ARE 6. TOPSOIL AMENDMENTS REQUIRED FOR SOIL MIXES SHALL BE PROVIDED BY CONTRACTOR AND —
OUTSIDE OF PLANT MIX BACKFILL 2" POT BOUND. REJECT PLANTS THAT MUST LOAD, HAUL, F°
1"x 2"x18"WOOD STAKE, WITH RE ROOT BOUND MIX AND SPREAD ALL TOPSOIL OTHER SOIL ADDITIVES AS REQUIRED ON SITE " �'
APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION CONTRACTOR MU AD H
A
OPS AND
3/8" HOLE CENTERED. DRIVE FIN.
STAKE IN LINE WITH STRAP GRADE 7. CONTRACTOR SHALL VERIFY AND/OR AMEND ALL PLANTING SOILS TO ENSURE PROPER SUITABILITY
FINISH GRADE " 'V'TRENCH AROUND ENTIRE PLANT BED INCLUDING STATE RECOMMENDED QUANTITIES OF NITROGEN, PHOSPHORUS,AND POTASH !
.' 101, p , NUTRIENTS AND SOIL AMENDMENTS TO BE ADDED TO PRODUCE QUALITY PLANTING SOIL FOR ALL
• : +, ,' PLANTING MIX(SEE SPECS.). INSTALL IN
REMOVE TOP 113 BURLAP AND ANY PLANTING MIX (SEE SPECS.). INSTALL IN a d ." 8 LIFTS WATER BETWEEN LIFTS.
PLANT MATERIAL TO SURVIVE.
NAILS, PINS, ETC. - 8" LIFTS, WATER BETWEEN LIFTS. I 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL PLANTING PITS PERCOLATE
UNDISTURBED SOIL
REMOVE TOP 2/3 OF WIRE BASKET PROPERLY PRIOR TO PLANTING INSTALLATION. a
UNDISTURBED SOIL o z
RAISE PIT BOTTOM AS NEEDED TO ENSURE TAMP SOIL MIX UNDER PLANT BALL TO 9. SHRUBS, BULBS,AND GROUNDCOVERS SHALL BE TRIANGULARLY SPACED AT SPACING SHOWN ON " o
BUTTRESS ROOTS ARE AT CORRECT HEIGHT. 14" ROOTBALL 14"
FIRM SOIL UNDER ROOTBALL. 6" MIN. MINIMIZE SETTLEMENT PLANTING PLANS AND/OR IN THE PLANT SCHEDULE. 4 >
MIN. DIAMETER MIN.
10. THE CONTRACTOR SHALL THE VERIFY EXTENT OF SEEDING OR SOD AREA WITH OWNER 0
A SINGLE STEM TREE INSTALLATION DETAIL SHRUB INSTALLATION DETAIL REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. L
TREE INSTALLATION NOTES i
SCALE: NTS SCALE: NTS
1. ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK(ANSI, 1990, PART 1, "SHADEca
AND FLOWERING TREES"). -`°
2. TREES SUPPLIED MUST HAVE BEEN PROPERLY PLANTED AND GROWN IN THE NURSERY. THE ROOT
CROWN(ALSO CALLED THE TRUNK FLARE) SHALL BE EVIDENT NEAR THE TOP OF THE GROUND. ANY z
EXCESS SOIL, UP TO 3 INCHES COVERING THE CROWN WILL HAVE TO BE REMOVED CAREFULLY BY
HAND, IN ORDER TO PREVENT ROOT SCRAPES. THE TREE IS THEN TO BE PLANTED WITH THE ROOT rn
CROWN IN PROPER RELATION TO THE SURROUNDING GRADE. ANY TREES WITH MORE THAN 3 Z t
INCHES OF SOIL ON TOP OF THE ROOT CROWN WILL BE REJECTED. THE NURSERY OWNERS MAY DIG O O
OVERSIZE BALLS AND REMOVE THE SOIL IN ORDER FOR THE ROOT SYSTEM DIAMETER(WHICH IS THE I_u COM
REQUIRED ROOT BALL DIAMETER)TO MEET THE SPECIFICATION FOR THE TRUNK CALIPER REQUIRED. so = cN o 0
3. BALL AND BURLAPPED (B&B) PLANTS MUST HAVE FIRM, NATURAL BALLS OF EARTH, OF DIAMETER '- CD0 `o
NOT LESS THAN RECOMMENDED IN THE"TREE AND SHRUB TRANSPLANTING MANUAL",AND BE OF = °) 0 0 v o
SUFFICIENT DEPTH TO INCLUDE THE FIBROUS AND FEEDING ROOTS. PLANTS MOVED WITH A BALL , a —
WILL NOT BE ACCEPTED IF THE BALL IS DRY, CRACKED OR BROKEN BEFORE OR DURING PLANTING Em N N
Itz
d
OPERATIONS. rn Q o� O
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4. REMOVE ALL TREATED OR PLAS•I U �IC-COATED BURLAP,STRAPPING,WIRE OR NYLON TWINE FROM N °' ` N O o
ROOT BALL. AFTER SETTING IN HOLE, CUT AWAY 213 OF WIRE BASKET, IF ANY,AND TOP 1/3 OF N T Z o a
BURLAP. c
c O O u >
5. SOAK ROOT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. O
X.9 `0 • 3
6. CONSTRUCT 4" HIGH SAUCER(WATER BERM)OUTSIDE OF PLANT MIX BACK FILL. w m
7. WHERE TREES ARE PLANTED IN ROWS,THEY SHALL BE UNIFORM IN SIZE AND SHAPE. F=
8. NO EXISTING TREES SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER
REPRESENTATIVE EXCEPT WHERE NOTED ON PLANS. NO GRUBBING SHALL OCCUR WITHIN EXISTING
TREE AREAS.
9. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED TREES AND OBTAIN APPROVAL d
FROM THE LANDSCAPE ARCHITECT AND OWNER REPRESENTATIVE PRIOR TO INSTALLATION. 1?
10. ALL TREES SHALL BE STAKED AT TIME OF INSTALLATION IN ACCORDANCE WITH PLANTING DETAILS.
11. THE CONTRACTOR SHALL ENSURE THAT TREES REMAIN VERTICAL AND UPRIGHT FOR THE DURATION W a (�
OF THE GUARANTEE PERIOD. J J
H
12. STAKES FOR TREE SUPPORT SHALL BE CONSTRUCTED OF 2"x2"xl8"UNTREATED PINE. GUYING ¢ Q
FABRIC SHALL BE'ARBOR TAPE',AS MANUFACTURED BY NEPTCO, PAWTUCKET, RI. [phone](OR = L� W
APPROVED EQUAL). COLOR SHALL BE OLIVE DRAB. A
SHRUB INSTALLATION NOTES Q o 0 Q
1. CUT ROOTS AS NECESSARY IN CONTAINERIZED PLANTS THAT ARE POT BOUND. REJECT PLANTS X W
THAT HAVE GIRDLED ROOT OR ARE BOUND. z W Q
2. INSTALL TOP OF PLANT BALL 2" ABOVE ADJACENT GRADE. � a U
W U W v�
A
3. TAMP PLANT SOIL MIX FIRMLY IN 8" LIFTS AROUND PLANT BALL. a W Z
W Z a Q
4. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. 0- J
A
5. PURSUANT TO LDC 18-483 A T BUFFER SHALL BE PROVIDED IN FRONT OF SPACES 35 AND 36; IF Z
PROPOSED EVERGREEN SCREEN DOES NOT SURVIVE, OWNER SHALL PROVIDE A 3' HGT.'GREEN W
SCREEN WITH SCREEN AND EVERGREEN PLANT MATERIAL TO SATISFY THIS CODE REQUIREMENT. CL
, ►tl�,G'D2Slgn J11B N111 J-24724.0000
r...♦"�" DATE, 1/22/2014
DRAWN SLB
�-w ,r SageDesign PLLC DESIGNED SLB
C�� E REVIEWED SLB
Sara Burroughs,RLA APPROVED SLB
S
3 MAR 2 4 20% g SCALE
i 228 North Front Street
BY: Suite 202D
Wilmington, NC 28401
2-
Ph. (910)232-3878878
[e-mail] 1 2.
_ - — -