SW7120501_APPROVED PLANS_20120604

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW %/92(>SV
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
,�`0
WYYMMDD

. _2 _f]�.. _. .. �.._-. .._ _. .,..,.., ,... --. •__ -._.1' ... .". _. .._ ___... 1: �,.-_ i _... _. .'i' . .::f 'r e1 ��_:r�' .... 11 _. .s'111� i
Map
sw r1
116 N. Cool Spring Street
Fayetteville, NC 28301
Voice 910-221-0033
Fax [phone]
- www.crawforddsn.com
Crawford Design Company © Copyright 2012
All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the
property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a
proper agreement and appropriate compensation.
SEALS FOR PERMITTING ONLY
III NOT FOR CONSTRUCTION
�101 O DES I Gil
FgFO A4"� 0 � O�y+
CERT. No.
C-136
n W CE UL No. zt
C-2W7 it
.c9��ly CAROB �G•
����EII I Ltt= • �,�$�
PLAN SHEET INDEX
Sheet T;ltle _
_ 'Sheet_Nufm6er_
� -_
Existing Property Features
C0.1
Demol lon Plan
C1.0
Site Plan
C2.0
Grading, Drainage, & Erosion Control Plan
C311
Wet Pond #1 Detail
C3.1
Utility Plan
C4.0
Details
C5.0 thru C5.5
Landscape Plan
L1.0
Landscape Details
1-1.1
VICINITY MAP (N.T.S.)
1
ELIZABETH CITY, N.C.
kkSEAL
�O27502 �.
SIT
E DATA BLOCK
Name of Developmant & Address r Sonic Drive -In Restaurant
9 W.^ hringhaus Street, Elizabeth City. NC
Property Owner &Address Boys & Girl. nhib of E1Qabeth City
711 `.'. cfninghau3 Streit, Elizabeth City, NC
Property Zoning G6 (General Business)
Surrounding Property Zoning GB & R-6
Number of Lots & Saes -- 1 t ct 186.000 SgfL (1.97 Ac.)
- --
Existing Uae of Property hecreational & Ins(ilullonal
Proposed Use of Property ) -� Retail (Restaurant)
Parent Parcel PIN 891307670525
Project Paroel PIN
Tax Map Block # 49•E
Total Site Area: 86,000 SqR (1.97 Ao.)
Total Site Area / Disturbed Area
-
Disturbed Area: 99,678 Sqft. (2.29 Ac.)
impervious Area
. Aprx 48,781 SgfL (1.12 Ac.)
(See Impervious Surf. Area Itemization Chart)
Base Flood Elevation
5 Feet (Above Mean Sea Level)
I" Zone Classification
Shade Zone
FI.R.M. Number370185, PaneI8913-J,
Flood Zane Map Information
Map Number 372089100j,
1
Efferdive Date October 2D
Landscape & Buffer Requirements
W. Ehringhaus Street - 25-ft
M*r Thomughfara Buffer
Shade Trees Required: Four (4)
Shrubs Required: Thirty-olght (38)
Corsair Circle - i5-ft
Street I Property Line Buffer
Shade Trees Required: Seven m
Shrubs Required: Slaty -fine (65)
Parldng Areas • Vehicular Surface Area (VSA)
Shade 7 Required: Eighteen (18)
(§11-3.1(d))
to RequfrW. Seventy(70)
Parldng Areas - Landscape Islands
Sha B TrBes Required. Five (6)
Grass, Mulch, Ground Cover Shrubbery, Etc.
Parking Requirements
One(l)Space/Four(4) seats = 68 Seats 14
=17 Spaces
Two (2) Space I Three (3) Employees Al
Largest Shift 17 Employees 13 x 2
Required Number of Spaces: (§11 2.3)
=11 spaces
One (1) Space I Ordering Station
= 21 Spaces
_
Total Number of Space Requhad
= Fourty-Nine (49)
Stacking Per Drive-Thru Required: (§112.3)
i 11 Startling Spaces
Handleap Space Required Per ADA
Two (2) spaces;
Dne (1) To Be Van Accessible
IMPERVIOUS AREA I r EMIZATION
!!am Destripficn
PrrsGonstructbn
Area:(80L)
Past-Canslrur.BaT z
Area (Sot)
Main Building
14281
1850
Storage & Out Buildings
731
3.60
Parking Lot (Asphalt/Concrete)
101360
37M
Sidewalk
1884
6506
Playground
0
3000
Totaf
26976.
48781
D.L. ROGERS COMPANIES
ISONIC DRIVE-IN
709 W. EHRINGHAUS STREET
RESTAURANT °VARO
- ELIZABETH CITY, NORTH CAROLIN
witaftbelOVIL
all rl•,irii,1,
GENERAL NOTES LEGEND / KEY ABBREVIATIONS
r
N
A DICA C N THIS EXISTLNG EW EXIT r1NG NEiN
ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS AND OTHER INFORMATION IN TE O HI o" crl "tlnn NO S A ATI _
� � 1 =-�.:.:_.._..w.......u.. -;, '�:..`..�-.,::_.... =: ..__ -�• - `'i Abbre� atlon: es A�bbredlstlots ._ Descrtptfbn
SHEET SHALL APPLIED TO ALL CONTRACT DOCUMENTS AND SHEETS IN THIS SET. CENTER
CENTLINETELElBlDN cA CA
CENOTE BUBBLE (GRADING) NIA A/C AIR CONDITIONING L LENGTH, LEFT
- -
- CONTOUR
LI LINE ...........-i OO- - - -----""riNOTE 9U66LE {B[FEj NIA O ADJ ADJACENT LF LINEAR FOOT
r"" O
1. THE GENERAL CONTRACTOR SHALL VERIFYDIVERSION BERM NIA '�■ i]B-- - AFF ABOVE FINISH FLOOR LIFT LEFT
AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE J08 SITE, _ _ _ _
2 ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR WITH THE SURVEYOR OF � � X x - NOTE BUBBLE {UTILITY) NIA t p > AL AREA LIGHT
RECORD PRIOR TO BEGINNING CONSTRUCTION. BENCHMARK IS AN EXISTING RIGHT-OF-WAY MONUMENT LOCATED AT THE NORTKWEST CORNER v APX APPROXIMATE MAX MAXIMUM
OF THE INTERSECTION OF EI•IRINGHAU5 STREET & CORSAIR CIRCLE, AND HAVING AN NAVD 88 ELEVATION OF 6.21'. FEE OPTIC � � PLUG � � ASBY ASSEMBLY MIN MINIMUM
3. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED.
4. THE INTENT OF THE LIMITS OF CONSTRUCTION (LOC) SHOWN ON THE DRAWINGS IS TO DEFINE THE GENERAL AREA TO CONSTRUCT, INSTALL ANWOR NATURAL GAS G G •' • ASPH ASPHALT MISC MISCELLANEOUS
LI
MODIFY THE SITE IMPROVEMENTS, TYPICALLY, THE LOC WILL FOLLOW RIGHT-OF-WAY OR PROPERTY BOUNDARIES. HOWEVER, THE LOG MAY BE MITSof CONSTRUCTION WA �"`� '- POROUS BAFFLES NIA • i' i`•' 't' ' AUTO AUTOMATIC MON MONUMENT
SHOWN IN CERTAIN LOCATIONS FOR READABILITY AND CLARITY PURPOSES. THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE OVER HEAD ELECTRIC OE -OE -
REGARDING. j. •: • j•; •; •�«{ «�•�•
ANY QUESTIONS AS TO THE EXACT LOCATION OF THE LOG PRIOR TO BID AND PRIOR TO BEGINNING CONSTRUCTION. ALL ITEMS SHOWN PROPERTY LINE
ON THESE PLANS THAT DO NOT SPECIFICALLY STATE'NOT-IN-CONTRACT (NICT SHALL BE INCLUDED IN THE BID COST, INCLUDING I'TEJ11S THAT MAY BE PROPERTY LINE (ADJACENT) G--• ---- - NIA B.O. BLOW -OFF N IC NOT IN CONTRACT
OUTSIDE THE LOC BOUNDARY. RAIL ROAD TRACKS .� .iiI.IM- POST INDICATOR VALVE
ra LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS SUPPLEMENTED BY FIELD INSPECTIONS AND SHO' !LD INDICATE RIGHT OF WAY R/W ��- B.V. BALL VALVE NTS NOT TO SCALE
IN GENERAL THE TYPE OF UNDERGROUND FACILITIES NOW IN SERVICE LOCATIONS SHOWN ARE NOT GUARANTEED. DEVELOPERS OR sANrTARYSEWER -4- 5 S POWER / TELEPHONE POLE
BNV BETWEEN
CONTRACTORS SHALL NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHALL ALSO ALLOW FOR CONTINGENCIES WHICH MIGHT ARISE BY SED$MENT FENCE NIA SF ago BFF BELOW FINISH FLOOR O.C. ON CENTER
REASON OF ENCOUNTERING UNRECORDED LINES OR LINES BEING INDIFFERENT LOCATIONS THAN INDICATED ON THIS PLAN. AT LEAST 48-HOURS SLOPE DRAIN WA �F SPD �� REDUCER/ INCREASER
PRIOR TO ANY CONSTRUCTION ACTIVITY, EXCAVATION, GRADING, OR DIGGING ON THE SM THE GENERAL. CONTRACTOR SHALL NO'nFY ALL SLUDGE RETURN LINE SR SiltBLDG BUILDING OM OVER HEAD
UTILITY COMPANIES TO VERIFY ANDIOR FIELD -LOCATE THEIR RESPECTIVE UTILITIES (THE NORTH CAROLINA ONE CALL CENTER - i-00-6a24NS)• STORM DwuN -4 SD RIDGE LINE NIA � BOC BACK OF CURB
ALL DAMAGE INCURRED TO EXISTING UTILITY LINES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTORS EYPENSE. SWALE I DITCH LINE -.4- BOW BOTTOM OF WALL, PC POINT OF CURVATURE
6. ALL WASTE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE. TELEPHONE T T BX BOX PI POINT OF INTERSECTION
7. A FORMAL EROSION AND SEDIMENTATION CONTROL PERMIT IS REQUIRED FOR THIS SITE UNDER THE REGULATIONS OF THE NORTH CAROLINA UNDERGROUND ELECTRIC UE- -UE- ROCK DAM IVMR NIA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR). THE GENERAL CONTRACTOR IS REQUIRED TO AND SHALL FOLLOW ALL WAS W P IV POST INDICATION VALVE
LOCAL, STATE AND FEDERAL REGULATIONS TO MINIMIZE EROSION AND THE TRANSPORT OF SEDIMENT OFF -SITE DURING, INCLUDING THE CIF CUBIC FOOT PP POWER POLE
PLACEMENT AND MAINTENANCE OF CONTROL MEASURES. ALL MEASURES REQUIRED SHALL BE INCLUDED IN THE BID COST WHETHER SPECIFICALLY
INDICATED OR NOT. ASPHALT PAVEMENTRPOROTrr NIA ! CI CURB INLET PT POINT OF TANGENCY
S. ALL PARKING STRIPES SHALL BE 4' WIDE AND SHALL BE MARKED WITH STANDARD WHITE TRAFFIC PAINT, ALL ISLANDS AND TRAFFIC ARROWS SHALL (srANDARD) - -- - - CL CENTERLINE PVC POLYVINYL CHLORIDE
BE MARKED W(THSTANDARD WHITE TRAFFIC PAINT. ASPHALTPAVEMENT (WAVY --- - -- '="=:- �-- p -Q- l� CMS CONCRETE MONUMENT SET PVMT PAVEMENT
•.r -�• slot E
S. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL ELIZABETH CITY. PA5QUOTANK COUNTY &STATE REQUIREMENTS. DUTY) NIA --__ - --- -- --
10. DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE SURFACES SHALL BE SEEDED AND STABILIZED PER SPECIFI^ATIONS. - CMU CONCRETE MASONARY UNIT
11. ACCESSIBLE PARKING SPACES, ACCESS AISLES, & SIGNAGE SHALL BE PROVIDED BY THE GENERAL CONTRACTOR AND INSTALLED PE. FEDERAL, cONCRkrs • � , TELEPHONE PEDESTAL � 0 CONC CONCRETE R RADIUS, RIGHT
STATE, AND LOCAL REQUIREMENTS UNDER THE AMERICANS WLTH DISABILITIES ACT (ADA). STANDARD R7.8 RESERVED PARKING AND'k%XIMUM GRASSISM NIA --- - - _ - -- - - a a CONSTR CONSTRUCTION R.J. REST
_ _ - - - - _ RAINED JOINT
1 - - vanes
P "VAN SIBLE_"SIGN MtSTBE....._._:._.-...........__..._-............
PENALTY 0 NCGS 7.6 SIGNS MUST BE INSTALLED IN FRO OF ALL ACCF�SIBLE PARKING SPACES. ACCES S
525 20.3 FRONT
t
r
TREE SHR118
- - - - CONTfi. CONTRACTOR
PROVIDED IN FRONT OF THE VAN ACCESSIBLE PARKING SPACE(S). "".� " .-""...„••'-•-"- .•" •-- • R R!W RIGHT OF WAY
12. ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, AND SIGNALS SHALL BE DESIGNED, INSTALLED AND MAINTAINED IN CONFORMANCE �A'� [ - - - ] �.„�` ` L�=�.� k i rTI CAST IRON RCP REINFORCED CONCRETE PIPE
WITH THE STANDARDS SET FORTH IN THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. r CY CUBIC YARD RDCO ROOF DRAIN CLEAN OUT
13. THESE PLANS INDICATE THE MAJOR OEMOLMON COMPONENTS TO BE REMOVED ANLNt7R RELOCATED. HOWEVER, THE CONTRACTOR SHALL CONST. ENTRANCE NIA TRENCHDRAIN II
DEMOLISH AND/DR RELOCATE ALL MISCELLANEOUS COMPONENTS NOT SPECIFICALLY INDICATED ON THESE PLANS TO PROVIDE A CLEAN SITE FOR RED REDUCED
THE INSTALLATION OF THE NEW IMPROVEMENTS. PAVERS WATER METERIVAUIT -- - ® ---� D DEPTH REM REMOVE
14. SURVEY DATA PROVIDED BY OWNER (DEMOLITION) RNF REINFORCE
15 CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AROUND ALL TREES WITHIN THE VICINITY OF THE CONSTRUCTION ACTIVET" SO AS TO SEDIMENTTRAP WA +i'i+.+#off 4+.+i+♦+++ WATER VALVE vL:Yli _ DEMOLISH DEMOLITION
PREVENT ROOT SYSTEM DAMAGE FENCING SHALL BE INSTALLED A MINIMUM OF 6-FT FROM BASE OF TREES UNLESS OTHERWISE INDF';,A'CED.
_ _ _ ` + + + + ` • + + D1 DUCTILE IRON ROD REQUIRED
16. AREAS OF SHADED CURB & GUTTER INDICATE THE USE OF CONCRETE'SPILL-OFF" CURB & GUTTER. ( SEE DETAIL SHEETS) SOIL l NIA WHEEL STOP C = _ D © DIA DIAMMR RQMT REQUIREMENT
17. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL & NATURAL RESOURCES & - - - ` r if
DIMENSION
".I
THE NORTH CAROLINA DEPARTMENT OF WATER QUALITY FOR APPROVAL TO REMOVE ALL CONSTRUCTED TEMPORARY &PERMANENT EROSION & rtAP PROTECTION YARD INLET ® � VELOCITYDISSIPATIONrRIP it_ RT RIGHT
SEDIMENTA nON CONTROL MEASURES, AND FOR THE APPROVAL OF PERMANENT GROUND COVER DWG DRAIMNG RWM RIGHT OF WAY MARKER
18. CONTRACTOR SHALL INSTALL A RAIN GAUGE AND MAINTAIN A MONITORING LOG ACCORDING TO NCDENR REQUIREMENTS UNTIL THE AGENCY HAS r �i %i ♦ • r -,
wETLwrrDAREA ,/./,�/.i//.'%/� r%%/'/.%/ ELIXABETHGtTYZONING'GB• L.-.. .... , .� NIA
RELEASED THE SITE L'-�-_-.-,-,i L'--,.--�___1 + •:• • • �,.
19. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ACCORDING TO NCDOT REQUIREMENTS DURING THE CONSTRUCTION OF IMPROVEMENTS IN THE EIJZABETIlCr1'YZONING 'Rb` NIA ECM EXISTING CONCRETE ZZONUMENT SCH SCHEDULE RIGHT-OF-WAY. EIP EXiSYING IRON PIPE SD STORM DRAIN
2D. CONTRACTOR SHALL PROVIDE RED -LINE PRINTS OF ALL CHANGES AND MODIFICATIONS. THIS INFORMATION SHALL BE PROVIDED TO THE DESIGNER
OF RECORD AT THE TIME OF SUBSTANTIAL COMPLETION. EM FAFLOODZONE-AE' NIA ( EIS EXISTING IRON StAXE SDCO STORM DRAIN CLEAN OUT
21. THE CONTRACTOR SHALL. PROVIDE DETAILED RECORD DRAWINGS TO BE SEALED BY A PROFESSIONAL LAND SURVEYOR INDICATING THE NIA
ELEC ELECTRIC (E:LECTIRICALLY) SDMH STORM DRAIN MANHOLE
FEMA FLOOD zone
TOPOGRAPHY OF THE STORM WATER POND AT ONE -FOOT CONTOUR INTERVALS. THEY ALSO SHALL. PROVIDE THEIR DRAWING IN AN ELECTRONIC _ •SHADED x ELEV ELEVATION SED SEDIMENT
VERSION. THE FOLLOWING MINIMUM INFORMATION -SHALL ALSO BE INCLUDED: TOP AND BOTTOM ELEVATIONS, SIDE SLOPES, INVL87TS, WEIR 4 E�"l
LOCATION AND ELEVATION, ORIFICE, PIPE SIZES AND LOCATIONS, OUTFALL STRUCTURE, AND DIAMETER AND INVERT OF OUTFALL STRUCTURE ACCMISIE RAMP ELMH ELECTRICAL MANHOLE SF SQUAREFOOT
ORIFICE. PRIOR TO SENDING THE REQUIRED DRAWING, THE CONTRACTOR SHALL CHECK AND ADJUST ALL POND COMPONENTS TO COMPLY WrrH L_ - -1 f ENCL ENCLOSURE SLV SLEEVE
CONTRACT DOCUMENT, ANY RECORD DRAWINGS SUBMITTED THAT DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS SHALL BE REJECTED AREAUGHT EOC EDGE OF CONCRETE SPEC SPECIFICATION
WITHOUT COMMENT. THE CONTRACTOR SHALL BE CHARGE $SOD PER ADDITIONAL REVIEW. UNLESS WRITTEN AUTHORIZATION IS GIVEN BY THE
DESIGNER, THE CONTRACTOR CANNOT DEVIATE FROM THE DESIGN. THE CONTRACTOR SHALL HAVE A MANDATORY PRE4NVFLaGN EOP EDGE OFPAVEMFSIT SQ SQUARE
IA;,
PREVENTION
PRIOR TO THE CONSTRUCTION OF THE POND. ASSEMBLY EQPT EQUIPMENT SS SANITARY SEWER
22- REQUIRED LANDSCAPING SHALL NOT BE PLANTED IN THE NCDOT RIGHT -OF WAY. ESMT EASEMENT SSCO SANITARY SEWER CLEAN OUT
23, OFFSITE PARKING, LOADING, AND UNLOADING IN RIGHT-OF-WAY IS PROHIBITED. EX BEND WA
24. LANDSCAPING SHALL BANAPPROVED E INSTALLED AS SHOWN ON THIS PL. CHANGES MUST BE APPROVBY THE CITY OF ELIZABETH CITY DEPARTMENT OF EXISTING SSMH SANITARY SEWER MANHOLE
BLOCK & GRAVEI.INLET NIA EKCV EXCAVATE EX
PLANNING &COMMUNITY DEVELOPMENT. PROTEcTTON L®� ( CAVATION) STA STATION
25. ALL STORAGE BINS, TRASH RECEPTACLES, DUMPSTER AND RECYCLE CONTAINERS SHALL BE SCREENED. E)CI EXTERIOR 5TD STANDARD
26. SIGNAGE MUST BE APPROVED AND PERMIT ISSUED BY THE CITY OF ELIZABETH CITY DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT CHECK DAM NIA 0-
PRIOR TO INSTALLATION. STOR STORAGE
27, BUILDING WALL SIGNAGE IS LIMITED TO 1.5 SQUARE FEET OF SIGN AREA FOR EACH LINEAR FOOT OF STORE FRONTAGE( §11-1.5(CX1)). CLEAN our FES FLARED END SECTION STSL STAINLESS STEEL
28. GROUNDION-PREMISES SIGNAGE FOR THIS SITE IS LIMITED TO 20-FT IN HEIGHT AND 150 SQUARE FEET INAREA (§11-i.5(B}{1)r LOCATION _ _ _ FFE FINISH FLOOR ELEVATION SY SQUARE YARD
AND OTHER RESTRICTIONS ALSO APPLY. ` - -
y .. .. _ CURB &GUTTER
29. SIGN PERMITS SHALL. BE REQUIRED FROM THE CITY OF ELIZABETH CITY FOR ALL SIGNAGE TO INCLUDE, BUT NOT LIMITED TO FH FIRE HYDRANT
WALL MUILDING SIGNS, ON -PREMISES GROUND SIGNS, MENU BOARDS, ETC. CONTRACTOR SHALL COORDINATE WITH DEVELOPER TO CURB& GUTTER (SPRLQ-F) NIA FIN FINISH TBM TEMPORARY BENCHMARK
OBTAIN THE NECESSARY PERMIT(S) PRIOR TO BEGINNING WORK - - FLR FLOOR TEL TELEPHONE
CURB INLET WW FNC FENCE TEMP TEMPORARY
DROP INLET ® ® FO FIBER OPTIC THK THICK
FGBX FIBER OPTIC BOX TMH TELEPHONE MANHOLE
r FOC FACE OF CURB TOG TOP OF GRATE
- DUMPSTER UW __ _- l- -P -y
L FT FOOT TOH TOP OF HOOD
ELECTRICALTRANSFORMER ® ® TOP TOP ELEVATION
G.V. GATE VALVE TOW TOP OF WALL
FIRE HYDRANT ASSEMBLY � GA GAUGE TPED TELEPHONE PEDESTAL
Y GALV GALVANIZE TS&V TAPPING SADDLE & VALVE
FLARED END SECTION -�q -►-� GNO GROUND TYP TYPICAL
®■ GRAY GRAVEL
GILT METER
UIG UNDER GROUND
GAS VALVE ------ --HDP E HIGH DENSITY POLYETHYLENE UT1 UTILITY
GRADE 81 ruuf E
+100.00
HC'F,Z•
(TONELEVATION)
HT
-
- - -
GRADESUBBLE
+ 100.0Q T I]O.t7t}
I W C
(FINISH -GRADE)
HVQ
- -
GUY WIRE E- E-
H W
-
HARDWAREGLM GRAVEL NIA .
IN
.
HEAD WALL r_�
INT
JUNCTION BOX �.
INV
ISS
LIFT STATION ! Q E O
MAN HOLE
O
JB
JNT
NOTE BUBBLE (DEIAOt TIT) NIA70
HORIZONTAL
HEIGHT
VAL
VALVE
HEATING I VENTILATIING I AIC
VERT
VERTICAL
HEAVY DUTY
HEAD WALL
WI
WITH
W/O
WITHOUT
INCH
WL
WATER LINE
INTERIOR
WM
WATER MAIN, WATER METER
INVERT
WWF
WELDED WIRE FABRIC
IRON STAKE SET
YI
YARD INLET
JUNCTION BOX
JOINT�.�.
'AROLiNA
* i E
ENVIRC�N` lLIT
Ai
MANAGEMEN-7 Oo#u mis(ON
I-ii V'SfON OF WASTaOtlAl.=
-
^f
�10r7P
u
Z�
U�
_W
Z�
OCr
..CC)
C)
E
Z
t
2 %
0
^
cl-
_ _. � 1 T' •�� I -- j :Yr
r,� -
- it -rI 7T 3r'-i i'f ti :-'�7iY, ��
',;
I.
4%"e
`I 'I �, i.l s 4 ,; 1 ....'�, 5.. '. �. .'
r1, a�
t I. I
f( l.1 1. �.�7
I. Y.. f,.• ;� ��� i�yi 1. �.i `: i�,y .I

_. �:. .�L ., . . -.l1 .[- _-----'-• --_. .._. __ . , _. _ f` .. a.�..- _ _ l'.� i .. i" .,,!'ti�l S.. "u �i'.1. i..
fn ap Z Svv -1 b Z� O 1
x ��s
VICINITY MAP(N.T.5J
F
I
Crawford Design Company O Copyright 2012 - /
I,11 k I
I
I I t
1 � • 1
I�a' i
j
I
I
NC GRID �} !
I
}
r I I $
� x
IIIl l I
, I
v�-
1 Ili i I
- ,
l o t 1 I
I., I I
in -,
I j II 1 I
1 111 l ,
W I
I
Z rc
I /
/
1V i I
O I
I
1
. I ill J
l Ill € I
¢
n
/
la[I I1_jI
11i1 I I.
'
/
I11 k 1.
€ 1 I;
1
W EIIzl I I
a x
Q i
I /
/
=€If1I I
I,11 1 E_
I
/
_ 1111 I• I
N1�iI ' 1
I /
I Ill I I
y ,
/
Iw I0I.I I�
I
1
/
I 1 E11 (. I
I
I /
1 c1 i,kl I II
I 1 I l ll 1
1
/
,
1 r 11.R1 i ...
/
DEMOLITON NOTES
1❑ DEMOLISH & REMOVE EXISTING BUILDING AND ALL ASSOCIATED COMPONENTS AS NECESSARY
TO PROPERLY INSTALL IMPROVEMENTS.
0 DEMOLISH & REMOVE EXISTING CONCRETE PAVEMENT AS NECESSARY TO PROPERLY INSTALL
IMPROVEMENTS.
❑3 SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT AS NECESSARY TO PROPERLY INSTALL
IMPROVEMENTS.
C R G S ARY TO PROPERLY
® SAWCUT &REMOVE EXISTING CDNGRETE U B & UTTER AS NECE S
INSTALL IMPROVEMENTS.
0 SAWCUT & REMOVE EXISTING CONCRETE SIDEWALK AS NECESSARY TO PROPERLY INSTALL
IMPROVEMENTS.
MPONEN AS E RY
© QEMOLISH & R1=MOVE EXISTING FENCING 8 ALL ASSOCIATED GD T9 N CESSA
TO PROPERLY INSTALL IMPROVEMENTS.
IA N NTS
7 L H VE RVICE 1 AREA LIGHT ROLE & ALL ASSOC TED COMPO E
QEMO IS & REMO EXISTING SE
AS NECESSARY TO PROPERLY INSTALL IMPROVEMENTS.
El CONTRACTOR SHALL REMOVE THE HOOD, GRATE, & FRAME OF THE EXISTING CURB INLET AND
REPLACE Wnl-i A DROP INLET GRATE & FRAME. CONTRACTOR SHALL ADJUST THE RIM ELEVATION
ONVERTED INLET T B FL SH WITH THE: FINISHED GRADE.
DF THE c D E U
I' i1.1'.
'9 F:ill I::'::,
I C1ll -5:• 5.74
ca EAli l•:.%.I .
I 1.'EII I::'::.
1 I:...':
u [':...
I 1':::.I
I Lill-.::::1, I
I
I ,
U I... F : _I I
r1il r3r'I I
0 1v91 I' U' c I
t.
4 jA' 1-a' I I
I,II 0.
I 1..1 1• '-
Lill 17..:':I I
I•ll} fi:: '4 I
L {-1L '_
,
I.tll I .
I I
II '+
U I r {:':. - I
r:::-
rat ..
i Lill L•.::
1• l
.1
}:•
I
4 1QA�y�j
1
1 mil
1:I)I I::: "� a
I to
I.: Y
u
LI l 1....1 t`An
s
❑
DEMOLISH &REMOVE EXISTING PLAY GROUND AREA &COMPONENTS.
T -
l i L'_
, � ,
10
DI=MOLISH &REMOVE 1=?LISTING SIGN & ALL ASSOCATED COMPONENTS.
�
I
,
�
Ikr i I
11
CONTRACTOR SHALL ADJUST THE RIM ELEVATION OF THE EXISTING DROP INLET TO BE FLUSH
�
I
I I II I -
111 1 I
WITH THE FINISHED GRADE. CONTRACTOR SHALL ALSO REPLACE EXISTING DROP INLET GRATE
i
1 I I
WITH A PEDESTRIAN TRAFFIC GRATE.
}'•
�
I
0
1'1 '
1 , li 1
1, '
12
CLEAR, GRUB, & REMOVE EXISTING PLANTINGS.
I I II 1
ADDITIONAL NOTES
=
I.14II
Q
I�
f/)
1
I If -I
1.
ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON
1
I ell €
THE TITLE PACE SHALL APPLY TO THIS PLAN
�
c,
I'ili
2
ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY
` "
�
,' it l
THE GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING
=
I
, u l I
CONSTRUCTION. BENCHMARK IS AN EXISTING RIGHT-OF-WAY MONUMENT LOCATED AT THE
H
n,
�
I I li I
- OF THE NTE SECTION OF EHftINGHAUS STREET 8r CORSAIR CIRCLE
NORTH WESTCORNEi� 1 R
w
1
I I I
1 I
AND HAVING AN NAVD 88 ELEVATION OF 621'.
W �
Ln I
Q I
1111 I
I a i i
3.
AND R
OLITION COMPONENTS TO BE REMOVED /O
THESE PLANS INDICATE iWE MAJOR DEM ,
IY
L7 o
>n
I t Il I
RELOCATED_ HOWEVER, THE CONTRACTOR SHALL DEMOLISH AND/OR RELOCATE ALL
I _ -
X I
i ,;l i
MISCELLANEOUS COMPONENTS NOT SPECIFICALLY INDICATED ON THESE PLANS TO PROVIDE
N rn
W I
I I ll I
A CLEAN SITE FOR THE INSTALLATION OF THE NEW IMPROVEMENTS
v
z 0
1 vil I
co
0 I
F
1 ,11 1
` 111
II I
¢I
. L]
0
fllll
ly I
i
1i I
Q
O
� 1
I .I
II 1
=
,
I
� I
I Ill l
I ,
I Ili I
. Il 1
(7
Idl 1
Il I
ll I
Z
_
¢ T
I
1` 11 1
€ If( I
li i
11 I
I€ 1
=
I 11111
U jell I
E�.r I 4
N/F I1 I Lu Ia 1 Ili 1
COOPER, JASPER D. Jr & SUSAN DWENS 11 I x I Ill I
D9:571/PG:800 Il I - la( I
II I
t I
• GB
II
l
ZONED. II I
RETAIL I"' I I U €
11 1 I
11 I
cXs
1 II
ILrJ i
Ii I
II I
i 11111
E
II 1
II I
1! I
11 I
a 1 I
^I I
i i�I !
: l 111 1
.
Il l
II 1
0 I III I
I I
-
{
II I
11 i
I 1Ilj 1
I 1i111
II I
u i
E I I
1
11 1
I .
I Id€ I
II I
I �I
I I
II I
I
u i II
I11 I
M
Il l
II !
I I a I
1 4 €
C
I 1rll I
TM O Of - - �
-Ok -^-- _a -II
-, _ _ I
L - 11
'OL--^O£----0E----0F
lh I--tiQ£-4 - _C
1 E-
-lit 6
I v
1 f
�_ AM1% ���
-b
.�
b
J - r
! ' 0 _
1 r !
I
I I 1
-o= 111
� E'
i I I
// 1
�O= I I I1
-Q�
+ I
't
/
,
r: I 1
.
.,
�: �.
,s
I 1' i
EX. C ` t1 1}
i
- �
i
-
TOP=5_87 t 1
1
}
- -
\.
U
t
i
E
I
1
,
L= 39.13' R=25.00'
/�
S36'50'50"W 35.26"
/
I
.
1
}
=
TBM
-
'
EX. RNV MON.
__
a �� -
ELEV.=6.21
.
�\
,,
�
1
\
`' \
\' \
\\ \
d'
\
\\ %
}\ \
r
i
}} 1
\l
11 1
Ili
11 I
II I
LOUISE
11 I
k1 )
WALTERS, H.
lI I
!
D6:679/PG:474
11
I
1
ZONED: GB
1
I1
ul
r
RETAIL
�
li I
11 I
II I
Il I
Il I
)
' f
; 1
1
I
SITE ANALYSIS / DATA BLOCK
TREE
are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or
+6.71
a
/
and
\
� \
,-' x`' \
i
l
/ ',
EX. B ILDING \
_ I-
�"\\� \ \
- \
. __
i
/ \
+6.92 z
/ / /
LAC- = M�� Lw - Ui6 �"'�` =�-'-� LOCH---� " LADL% ""'" k1OC "�"""'� LAOIL' ' tjoLk ^---�" 1.OL4, � Mm W07" �
LOCr-•�"'Lp��""'LDC__,I;OC-"..�L,OC-'"�"oL_"'--- E>OC�..."~LOC / ts.st
- •.��.. I
i...... _.._..
7:81.......• :::.:::':.: ::::"* ..
/ .'� 1
1
�': .:1
="
j/r` J J
/ I '
_ J
_ _ 1
'�:
.� . 'x. . :. � . 7.09 -
\.
s: w!.
.�......, .r.
:�� 1
...' .'.'.' .:. ..
" D. -I-`
Y GN
:.....::::::.':.' � ' F'LA " 7.43
l
X.
1
..
,.. 1
1
t ...._
: : '`
.
\
:�
]1
:�
\
::
:'\
9
..
1-
- /
--
..................... .......
.....................__.. r ^.- J
r 74
�......._..:.::::::. +6:89 7.0
............................_......::..':':::::................................\• - .F -I-
�......................- ...
,.. f:
;: 7.66
.
�: _ :�
�.
�.
+, : - _
�• : x:'
'� _
�. y._
' -- - '�'- .'�-r.''�' .�.` �`
.:r.. - k
CQNC. WAL#C.' 5 . • . _.:::_..'.:::: +G.97
5 ::X•. _ }
�.' .� .
..... .... . .
:�.
tl 1. -: �� -A ...... L. ... ` X. COVERED
a
::.• '
WAY
WALK
1 \
:-
1
::`J'Q'1': 1
1 _......._...
`t:
t.
1
;.
1
I
l
f
T.14
I
I
I
I
I
t5
�:
1
� I
3 -::. '
II s / I ::- :::::.: -'":.........::.. ::..... =:'' ::: =:::Ex: I UICb I 1
I - i . ::
i ::.::_..'::::::::::::::::::..:::::::::::::::::::::.:::::::::::::::: .. ........
I
i
..
i
I
I 7.45
ila_- --
WALK•:::::.
5
carlc. 1
,-.�. r-,.. �•.
y _ _ 1
�. _ :\.
I
.�
I
1 y
I I /
I! .-'::•:: ...... ...6....- - -.. - - •BUILD/ _ I \
1 .
,�:::::::... _ .
:.
. VER �`�•� .
l:r.
,. .. '
I: 1
..........
:l-
i
_ : ti.
6
/ �.
II
.-. .
t.
I
...........
:� _ 7.50 EX. FNC.
:: -- -1~ 1
I �: -
/ _
i
1
1
:�. .I
11 I 1
1
2.
/ I -. ._.._.. k
l
,I -- :1 l
X. BALL FI
::,:. `
I :.'...
/ ... ,� -1
•�
6. 1
8 1
`-
+ i 1
I !� • \ i
'I i
„ r 1 :1 X. CaVEREb 1
:: -" \ . 'Floc: ' /
y. i] .A ..I __ WALKWAY 1
, / 1 4 ::•::: _ '::::: _'.•:.:" :::::: :::::'::: ::::.:.. ' ... ,
! / I 1 I -• -II ::j - - \
. L•r � Tom,"-. I��f/l'-
Q --- � l
-� : -- ❑
i' -
3� -
-- •1
r-r \
:t
7
r. s.ss
,: f
L�
I
.�- : l
.
l : ! •..r... . �e .
1
1 :�:
� � .. \
. :..
c� I 1 I "" . ' f . ... ' . CONC. PVMT. ] / . 1 4
I
-•.•:.-. :.---'--'- --:::_ ::::::::::.: :. .... : t /
X..............::.:
g-
.9 \
I .'.i
I :'
I
I
as \
I X. FNC. - - - EX. SHRU l
SMN
X S �
I 9a
OP=6
��
T
y .I'-
i
I
'-
ts •: l
\ EX.
SIGrF-�
,'
1 "
'::�I
I. 1 r�
FNC• -�..
L) l !}
6 ': t- -� S1•IR
-EX.
❑I� H PE - w /
I----Q>:
:1 -
I--��_-_.. ...
- j �.25
r _ - ".GE �., .a 6
OE
. FNC. • 2 s-.a -s- -_ _ APRX. \ I. ❑ `- 6 - _
I 3 FI'1C -s __ ON X _
6
s �': -s- S5 _
,�'❑'' -s
_ `.. ❑
y.,
I . -
i 6
1 •s
,�
B - Y
..........
\ III D os,` 6.10.'.':::::::::: .:.. 338.06 = ��,^ �.�==_--� --=-=its=�_ -°&-- ----- ±
\; Ifs �` 6-._.... --- ------------------_ __ _�__ _-_ ,----�
> > ,6.26 . -- _ --
�a ..:.."-._.. _ ___ __ _
q7.59'37"E--GS----. 24 1 GS----f)5----as----Gs----Gs----GS^ -05- - OS-�1 q ram. a�*'T4 "-'.. e- = _
_ Q5-__:105----05= __13 7-
�' �ti / lk US 1•:.':::::::::::::.::_:'_.� 4S-__-GS-4- 4._GS-- d5----G -GS ..I EX. 24" HDPE 8 ter•_. 4 :..._.._.:• ::j __ _
' :::.'..':.•:::.%:..
�� 8�9 G5- ^"-GS----OS- OS ---CGS ......... -....46 -3 1'.'::.'::::-':._.....::'::..'46.40 I %.'::::::. 3 �,, rw� �^'�}
`'::::..:'::'1
E
I � � , I ® ®` as--� - EX. 24" HDPE ::-::: •: •:::::.......� 11 r::.'.'::.'..' : 3 ::� I �� L... - - ---- � X_ SSMH
' 1�`- i'' 1 N ------ ______-__---- r♦ -----" --' TOP=6.01
� I _-_---r6. -- - - +6.tt ¢------------- X. 0 --, �_ ." _�::_� _---_- ---------1-Fsss__ ... ::
E ; -=-�- =p-- =----------- _-.L'_r::^a�____::.�.c - •TOP=6.49 + I N _.� - ' X. CI �
II \ i INV.=2.67 rn---=-•-=w ---- ..-=YOGI' .....
w TOP=5.81
r a ` \ _ ....L-_..•"'�:------=---ram.-W1 �" =�^a0'I�� INV.=3.57
a I ; � TOP =5.35
INV,=1.53 In z 46.6t
a E d CORSAIR CIRCLE I g
3 ! I .� 6.54 +t-s.80
is I , +6.15 (70' R/W) public v, v
I IO
a IJ
k I
X
w I �� .
z �_ , (L
- W I Q
E O - ---- _` I ice_
L) I I \ I - �
!� 1 I /
>< i ,I _ J'- _ l -.--_ �__ 4---... ✓'I / \\V�~�- ~'_ _-I/ '\ /ter" __- -- �=--=------- �1_ "� -'.�' - - - -
a, i ,� r� R w R/w /w R ft 4 4 /►v R/W R/w R/}Y -- R/W R/w R/w R/W /yy �f /++ R/w R/w „ R/w t;/w /w �^/ ,. -
/ R /y+ R I N /F tr/ty
///*� I N/F I CITY OF ELIZABETH CITY
I
(''�; o REDCO PRPERTIES, LLC `� OB: /PG: UNKNOWN
111 � I C DB: 749 / PG: 498 I ZONED: R-6
fl I r
/� ZONED: GS � RECREATIONAL
it I o V L/� RESTAURANT / RETAIL
ttI ; 20 0 70 za 4Q BO
rI W I
�( GRAPHIC SCALE ( IN FEET) 1 inch = 20 ft.
I .
+6.83
FNC.
FNC.
dal
Hama of Development & Addreaa
Sorlk Drivedn Restauran
70B W_ 13hringhaus Street Etbabetlt lolly, NC
Numbest Lots& Sizes
1 L.ot I86.DU0 Sgfi, (1.87 Ao.)
Total Site Area 1 Diabrrbed Wee
Total Site Area: 86,000 SgIL (1.97 At-)
Disturbed Area: 99,678 SqR. (2,29 Ac-j
Flood Zane Map Wormafxm
F..R.M. umber 3701 13,I, Map
Nur,ber 372088100 t,
Effv i o Owe Orsober5 2019
Street! Property tine Buller 011-3.1(0))
Corsair Circle -15-ft
Padd Req rements
Stacking Per Drive -Tim Requustl: (§11-2.3j
11 Stacking Spares
Shade Trees red: Seven
Required Number of Spaces: (§11-2.3)
One (1) Space 1 Four (4) Seals = 58 Seas! 4
=17 Spates
Exlalfng Use of Properly
Recreational & Ins<nuDonal
Handrea Seca RRqutred Per AAA
Tvm 2 Spaces: One 1 To tie Van W ssihle
S uhed: 5 nre 85
Property Olmar$ Address
Boys & Girls Club of Elizabeth City
711 W. E:hdnghaus Street Eazebelh City, NC
Proposed Use of Property
.Parent Parcel PIN
Ratan {Restaurant)
891307674525
Impelvlous Area
Apra. 48.781 SOL (1.12 Ac.) (see
Impelvlous Surf. Area Itemlza8en Charij
& ul
or R
Parka Areas - Vehicular Surface Area )
(§713.i(dj1
Shade Trees Required: Eighteen (18)
Two {Z) Space lThr7 m loyan eex 2 =11 S Shift
=17 Employees { � x 2 = ii Spaces
Mapr ThoroogMace Buffer (§71 31(e}}
W. Ehdrghaus Street- 25•ft
Shrubs Required: Seventy (7tij
Property Zm,k,g
GB (General Busiiness)
Project Parcel PIN
Base Flood E]evatim
5 Feet (Above Mean Sea L")
Shade Trees Required: Folar(4)
ParirIrlp Areas -Landscape islands (§1t 3.1(dj)
Shade Trees Required: Five (5)
Ono (1) Spate! Ordering Station=215pac>~
Surrounding property Zoning
GB & R-6
Tax Map Bloch p
40-E
Flood Zone Glasstllcailork
Shade Zono'X'
Shrubs Ragged: Thlnyelght (38)
Grass, Mulch, Ground Cove , Shrubtoy, Etc.
Total Number of Space Roquued = F W* 4B
may-+'= ( 1
116 N. Coal Spring Street ♦ Fayetteville, NC 28301
Voice:910-221-0033 ♦ Fax:[phone]
www.crawforddsn.com
♦� D ES I GN c ,,,��� DES ! QN C'
�O per 0� �Duttrk. O�
chi CERT- Na. � _ = V i CERT. No. 1 C
C-136 y r- M ~� C-2(397 �
cQ :� 7Q y� �"'
A. '4rX tAR04� G• +is .t• ry CA¢d�` G•
SEALS -....-- `
"I, J N�� Gj _
'f"
; . _� t
1
S
REVISIONS
FOR PERMITTI
NG -ONLY
NOT FOR CONSTRU TI
C ON
Z
J
0
Do
Q
V
Z
! ie
Z0
Z
V
Z
[�
�rr� Z
1,,^
v.1 m
..,...�
J
W
W
Z
Z
Z
Q
W W
� c o
0r � to
V
W ��
W r � Q
��+. ..L�
0'-U
WZZ �
a�
J =
❑ Cl] w ❑
PROJECT DETAILS
PROJECT MANAGER: FDC
DRAWN BY: RGM
APPROVED BY: FDC
PROJECT NUMBER: 12008
SCALE
HORL: 111 = 20'
VERT.: N/A
ISSUE DATE
05/01 /2012
SHEET NUMBER
C1.0
, II,I' r d;' I ` I I'. 11 11 i s i ,, LI, r1 1.!Ilf
,r 4 1 ( f 1 I t+ ..- ,,. 1 ,t� . �,E .:. ` ,I .f.• I iiil

3
rnaw
Crawford Design Company O Copyright 2012 - Ail drawing, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agr'eelnent and appropriate compensation.
g3Sry 7o2-�oJ
tl l l li l I I Q
f ll I i H I x I E
1 x
II1 I qI ' r
` r
X r
��N�C ! N I x I .a . s NAD g3 l u i 3; ■ a
lit I It { m I I .
It I 1 EI I n t a
it 1 I I1 1 x
• r
!I 1 t {l I U)
Ii i I IlI itl X d• i
it I111 I -
OR
(T`rP) +
A `
B 1 I it ILA ' °• ° x
U E I ll Iz
:.
- d r
fi I 1 1i 1 0
I r � ` 1
III I II1 I a• +�_ r`
lI I I If I x I 4"
11 1 1 It i LLI X X. HISTORIC jF
v 11 I t !l I 1 MARKER SIGN RECEP ACLE ° ": •' ?, 1
Ill 1 fll
11 I 1 1t I 1
it I EX. 10.0' U'i1L \. ESMT
11 i '\.
4L1Tp00R TAl3L>= ° • .4
X. _
BOY'S CLUB TRACT 131up UNIT 54 SEATS
X. BUIL
ELIZABETH CiTY N.C. tl i s PIN: 891307870525 up To s4 sfti7s
a r '
a.
• It I 1 a \
L=34.67' 4.79 Acres (Pre -Development) °-
V[ C[ N I T Y M A P N.T.S.) ° t - f• ft=30.00' 2.82 Acres (Post -Development '
( A it I j "/ 7 GENERAL LOCATION OF LIGH NG. +' s • d
L=19.85' ® SPECIFIC LOCATION SHALL BE
II t
it 1R=10.00' ' ESTABLISHED BY SONIC LIGHTING
4>: :; 1 `+ �_ DESIGNER. TYP) .
°� :'::1":-:.".":_".'-:.: :::..... .
1E i o �:= ::::::::::.::::::' 30 x215 INGRESS%EGRE
SITE NOTES I! I ! -:=: .=`:m''- : I ENE OUTDOOR PATIO MET N.T,5.
L=4.13 '- s[t :::::::?i:;::y`" ; :::: ::: S1'35'47 E 24 &B 2' �' �- &UTILITY ESMT.
(D INSTALL 24-IN CONCRETE CURB & GUTTER (SEE SHT. C52, #1). It I I R=2 00' ' �!`���� 1 : R=4450'�. : t 30'x56' INGRESS/EGRESS ESMT.
I I I 1• . � too �- (�,�.r�.-•- �- ti3OC�"`� LQC-l-� ` EOC-'-"�'•"' t�- L�r---�� tOC�_.
O2 INSTALL 3114N CONCRETE CURB & GUTTER PER ELIZABETH CITY ROM. SEE SHT, C52, #2). 11 1 ko _ .. ; S87'41'18"W yam--^w--Li7C--�_
( I � . _�' ••-La4.71.. l tIIC--��Et�C.-"^�EfAC�"�^LAIC�"�"'t�DC�"�"".-
Q3 TAPER TO 30-IN WIDE CURB & GUTTER APPROXiMATELY 15-FT FROM TIE-IN TO EXISTING CURB [I [ i .� : .: -: RW1.50' - � 37 y ,
& GUTTER III ' z :'m- 400.01 y n
® INSTALL CONCRETE VALLEY GUTTER (SEE SHT C5.2, J'1$). W�e i 1
i! 1 F. o: 5 h i20' t20'
5 INSTALL MOUNTABLE CONCRETE ISLAND PER NCDOT REQUIREMENTS (SEE SHT. C5.4, #4 - ' ' X >K
I� - _
,.
{
R HT
t•
8 INSTALL CONCRETE SIDEWALKPER ELIZABETH CITY AND NCDOT QMTS. SEES . C5.2 #4 . I • �,;i ••, , '
TAB
AH R= 0'
r "
7 W D IN 5 PER ':s�'- RIt 3• •.-. INSTALL CONCRETE ACCESSIBILITY RAMP WITH DETECTABLE WARNING DOME A.D.A.A.DA �• .:' ' : ' F
L 27.
ems.
NCDOT REQUIREMENTS HT. C5 1 -
SEES .4 # 'III �:r. . r•�� -,'
:.r:_ flp
1! t:. X _
.i•
6 8 INSTALL TURN DOWN GONG SIDEWALK SEE SHT. C52 #3 0• - 5.3 RErE , •1•.:
o :� . _
' •95.0
EI I
j _ t
30.00'
n� $QA' _
P ELIZABETH CITY REQUIREMENTS SEE SFST. C5. #4 . I t�� = �= : .:,. O
9 INSTALL CONCRETE SIDEWALK PER ELIZAB 2, it 6.0 :.'-
.T - b
_ L-19 it i : -,• r ="
.86' '•,
1 I:. r i i _
Y:••
10 IN STANDARD CON[ SIDEWALK SEE SKIT. C52 #4 . p RETE a -
0' - t:•
i �=
•a:. •,d • •.d
P D REQUIREMENTS (SEE .C5.3 in BALL -o•
11 INSTALL CONCRETE ACCESSIBILITY RAMP PER A R QUIREM SHT. �i3 _ I . z •LLEY
1 Il . - � 'a , (S ) a D
- 'OVERH A -
_.J
te! 4 ,
I m- a
it a
x 134.8
0
I E 1 �= t •Q" I r
IiOUN ,� rz
12 PAVEMENT (SEE SHT. C5.2 #5 . � \ LAY G � CANOPY =� •= =� -
CONSTRUCT REINFORCED CONCRETE PA 4r In
� 19.5 ♦_ _ro BLDG.
\\ a _ ..�: ., Ltl a- ±, w _ }t,: 4•,,, ...� i.• 1-STOft �t 1
13 INSTALL HEAVY-DUTY ASPHALT PAVEMENT SEE SHT C52,97). Il t �� _ fit
. R. BLD
:.,: • 5.42
R=3a.D
14 IN CONCRETE WHEEL STOPS 5 SHT. C5.2 #10 . WHEEL MPS TO BE LED ..•.: ` ' ; � •, ' - ,
STALL ETE (SEE } v� � -• i.' v - .:. /
O 11 I
RIGHT-OF-WAYS.
L THAN 3- FROM SID ALKS ANDI '... CLOSER FT SIDEWALKS 11 6 •,, �. ;.__r.: _;.�.. �;, _ w
" I1 ! I . ` ,......., ♦ a KEY
VAN PERFORATED STEEL - ��` ^ LOCK &
t5 INSTALL TRAFFIC "DO NO E R 51GN WITH 1S' 12 GAUGE GALVANIZED PE RAPE
ALL C T NTE - aDl= •�: ': ,.:: - �=� • u7 rb O
oill N 1: �.�
- >:--id.oa ACCESS GATE
I " . I• I 4a as - - ',r:^ g
VE=EiICULAR
POST PER M.U.T.C.D. REQUIREMENTS SEE SHT. C5.1 #61. 0 i 1 :.
ALK 25.0 7 ..•
III r • v' .at ; - �,;''.: �o
is INSTALL TRAFFIC STOP SIGN WITH i.5", 12 GAUGE, GALVANIZED PERFOIZATE[7 STEEL POST I ° a"' T ING /
0 SELF -LAC
PER M.U.T.C.D. REQUIREMENTS (SEE SHT. C5.1, #5). II I , 1 1 SETBACK ^ 13 CCESS GATT;
i7 INSTALL TRAFFIC -NO LEFT TURN- SIGN WITH 1.5", 12 GAUGE, GALVANIZES] PERFORATED I 1 I 1 i �_ 11 �• 8 : , ca - 11 - - r • 8 � � + - � A
STEEL POST PER M.U.T.C.D. REQUIREMENTS (SEE SHT. C5.1, 98). II t �' ! 1 1 _� • a • 51.24' 9.24 �- 20.31 ! ' a a ° + r� 1 4
18 INSTALL TRAFFIC "PEDESTRIAN CROSSING' SIGN WITH 1 w.12 GAUGE, GALV. PERFORATED it 111 I till `+ Il] ,$' • •� a ° d •�° 4 �a , �„ ° O 4 � ", `J ei
I i 4 d >Tj '` ° a d 4 d a o a j� r /i2.0' L=4.14'
STEEL POST PER M.U.T.C.D. REQUIREMENTS (SEE SHT. C5.1, #7j_ t1 { Ill 1 4 a 8 j :a Q tl d o z. d. d d d m •tea. R-2.00'
19 INSTALL SONIC RESTAURANT PRIMARY IDENTIFICATION SIGNAGE. COORDINATE WITH OWNER Ill / I I� i l i �a ° ° ° o; �,y d _
PRIOR TO BEGINNING WORK 11 I 1011 1'x70 120.0' !� I 'a " de- " $DO �O $O •. ad 4 r . a 9 SPACE 5 a d a 4
1 a tl a Q O d i m i2.rJ
r ° 8 SPACES
It I � i !{ I M.13.L• j d '•
0 INSTALL PRE -ORDER I SALE DRIVE THRU BOARD PER SONIC REQUIREMENTS.
t
It -1 I L-15.65 -,✓ ,. ,., - a ..:. - ,w.,, - -` �5. ..r,: - ,• __��- - #- h, a
_ I t r_3_ , M. .�.,...�� ,_t 9.2 , r .. .,ale,.-�,_.. -, _., r ��,. .. _.,' rn -
21 I MAIN ME DRIVE RU BOARD PER SONIC REQUIREMENTS. 1 1 1 = ,, _,- < - � j� .M•:•, :.J:.-,.��:�rl ,> L•=;" .. i_.� y.___ -r�� :�.,�.>w-_ .•:, .. -p ...... _>vw >, : �h ..�
INSTALL NU TH f t w
.� _ . a .-. c ..a. •,,,. .r -- :a �.. ..-.,.,;.. .n tin ?i.
l I ..._- .. „ . _ r, _ .. .._ . .. _s .., <. _. _ .-. 0.51 I. •�, � a ,:,.d ..,. .._. ..
i I1 b. �...
Ill r � _ ,... _ _ - . R 2 fs . ...,
ON E t REQUIREMENTS. 2z I DRl U ORDER CONFIRMATION BOARD PER Ck - - _..__........ � . INSTALL VE THR C -
II I n• _`l�:-
`Y _ :....... ....._F. .. t .. ._. �, F _ M r, -:x-. .� ... -..-. a �. _ --N".§ 4- r, .Y 4W., ...:.: .>" -. '.. ,:. .. ;.. .-.-
URB SE HT. C5.2 #i i . � I II __ __ _ . _ .. �;.. .. _ . � . - .. _ ...." .� .�. .:. Y: .
3 INSTALL 12 IN WIDE CONCRE-Teti BARRIER C E S ll I W ..� N7'S3 37 4Y t .v _� 1 ,
b
... .__ _.._ �- _ -. ... .:. ... __. -... _ ... __. -_ �..>Y. .fie � s. s..�. - =a,... �
3 It
_ 1'Y .,._ O 1
ENGIN
PLANS
_
4 N AREA LIGHTING POLE. REFER TO PfiNE G NEER P .- . :. _ . ,._ � ,. . •, _ __y. ,. .. ,.. _...,�, , ,�-� ...<. .;,, . _� -.:< .�sr.,
APPROXIMATE LOCATION OF O SITE AR Ii i � 4>..�r, , b . :,... _ � . -J- , _. , . ._ ,r .. � , �,. Y ._ ,.. r, . -�:_ �.•. , ,
{� .. _..:..._,........., w ✓•r( � , _.... ,.7 c., .=,__s. ,� ,h.RI n..r_ , .. _z - .u., ..,. ,._. .:..U: .,<...a., a e.�.,.} -_.,.. Jf3,.t.: , xr L
e =
t
11 I I _.
.._ . f ... .. __. I x , .. C a.+tc,.- .-. i -�•. _ . d- • .. � � -._ ,.:.. _ i o• ..._ �. --. -s: ri, ,_...:.-�- b' 1 -'::.4
DESIGN INFORMATION.
FOR DE �
. Il I r I •------- _. ... �.-_.:.. ..,. -. �•�- --.:.:r< _o:: th. ;:�,-:'.__ ..,, _;-,•'-:_ .aJ. Yd j
PAINT 4-IN WIDE STRIPING, TRAFFIC YELLOW (SEE SHT. C5r3, #3). 4 L-15.76•::x R=200 �_" ` l YP) I ._" • . ,, a f . ' 0� 1 B.0' PROPOSED STORM WATER r
ib _ �225 .1z
B PAINT 4-IN WIDE STRIPING, 2-FT O.C. @ 45', TRAFFIC YELLOW (SEE SHT. C5.3, #3). it I 7, g•3• a` ti >' ,... Di=TENTION SYSTEfiII v
© AND
INSTALL THERMO-PLASTIC DIRECTIONAL TRAFFIC ARROWS. TRAFFIC YELLOW. (SEE SHT. C5.3, #2) ill l 11 1 1 d j " i ® _ �ii'�>3'j 9- 1 1 ACCESS & N f 1 OPEN AR Ar �� A
28 IN THERMO-PLASTIC TRAFFIC; STOP BAR TRAFFIC YELLOW SEE SHT. C52, #'12 . 11 t ! Q 111 1 x I { _ �,. , . : - ' S S P A G E S ' . ; • ! / �
STALL RAF ( ) I ..y ti - • MAINTENANCE ESMT
O II t 1 '-'` • .`,: � (:"0 � = � d... do '_.a►.g ,- i% ,/r,-,_err, � f _
HT 1 !t ¢ I 10.5 :'1,13.5 a ;,, F..Jji_ 4) 95.47 0.
® INSTALL TWERMD-PLASTIC PEDESTRIAN CROSSING. TRAFFIC YELLOW (SEES . CS 3, #1). Il I � flfl -� ;.-�.••t E ^' d - Q ' > _ - - - z �. � .r d, (SEE GRADING PLAN
« II l 1 1 I � v, i •-•• a �_ ,�- - "'�`� � 1'� ' � - 6, ' )
30 INSTALL ACCESSIBLE PARKING SIGNAGE WITH 1.5 .12 GAUGE, GALV. PERFORATED STEEL POST ' �' ! Il I ,�.
O Ill Z i u t 20 CLEAR FIRE ,� 1 0l � � I „-�55.00 d � :`a - 8 6.0' A
uv IT,,
�i k7i � � .PER AD.A. REQUIREMENTS (SEE SHT. C5.3, #3). II IACCESS LANE • ul-
�31 CONSTRUCT TRASH REFUSE ENCLOSURE, PAD, AND APRON (SEE SHT. C5.3, #6). � E II E 1 SHADED AREA) �~-° ° : r 8 " - - � --- - -~ 0 ; +` =33. r - o
li i I ,�� -�:- , L as a(
11 CONSTRUCT OUTDOOR VOLLEYBALL COURT, SINGLE (SEE SHT. C5.1, 09). 11 I /2 I tl I X I ( i _^ ,- - • _ 1 - R=15.25' . ° a
Q PLAYGROUND EQUIPMENT AND FALL ZONE SURFACE TO BE COORDINATED WITH OWNER PRIOR It I It I ' W I tt t I l i t���) : T '- OVE32NOPD 'n 1-STORY
TO BEGINNING WORK 11 1 1 II t 20.0' ; mow; 5 0' ' uILDING TYPE 02 C •, 23.59'
1 tl I 4.0 •- . 794 SF °
Q INSTALL 10-FT HIGH HEAVY COMMERCIAL GRADE CHAIN LINK FENCE (SEE SHT. C5.3, #4). 11 I I M•$•I.. � Et12 8 45.1 {? �11 0
COMMERCIAL GRADE SWING -TYPE CHAIN LINK GATE It 1 I EX• 10.0' UTIL. ESMT. I d " ' 14i.09' TO $LDG. ! II"' /'/ �j '.� s rO'
35 INSTALL 5-FT WIDE x 6.5-FT HIGHHEAVY C Ill lit I nl tl°
! ll 1 L 23 4$ � I I � It,.' ���� e .4 r .
36 INSTALL 4-FT HIGH BLACK VINYL -COATED COMMERCIAL GRADE SWING -TYPE CHAIN LINK FENCE III , I ff i i'r ' R 15 00 1 �'= i7.0' 102.24' - - N �Q
(SEE SHT_ C5..3, #4). • I71.42 w 2t}9A6 _ -
! II i t1 - �-r-. •. .� . S7'S9'37"E in � " a b d
0 INSTALL DOUBLE 6-FT WIDE BLACK VINYL -COATED COMMERCIAL GRADE SWING -TYPE VEHICULAR II V
1 1E I ( i =6 22 f . � � - • D• ---- - •®
!I , l !1 I 25 p �•` - - 198.40r ' O• _._�. �.�.- _ -- ---
CO ME IAL GRADE SWING -TYPE .3' .: R
36 INSTALL 4-FT WIDE BLACK VINYL COATED M RC S 11
O 1 II I - - - _ 8
a
AND. . ... _..•.r - - - _
ACCESS CHAIN LINK GATE. I ). Ih { . _ -ty- • - ..
11 I SETBACK h .,.: ... -
1 ill -�,>��._ b .�:f;..� ...-- .; ,:,: ;109.62
a
39 N 8- THERM LASTICSTRIPING TRAFt=1CYELLOW. � C3;i �' .:. .:.- :. .... -.--._ _ "., ..,:. ,.. .-...:..-5.0_. ..... .. .. .... ..
INSTALL IN WIDE O-P 11/ 1 .�,.,.., • .., ,,,,,:, _ .......... �: _ _ .- .. .. 6+ . ._ - > .. _ . -_ .. _
k o
O40 CONSTRUCT 2-FT CONCRETE URB TAPER SEE SHT. #9 . B - �-: � • '; _, .
NSTRU ErE C ( 2• ) I ��(-, ° - O o3 � ,: • _ � � - � . � ° a ° a - ^ < :a . a '
�. .. -- .,:_- : :_ ,. ;:. _ ;-moo ' •
41 INSTALL 241N WIDE ROLLED TYPE CONCRETE CURB & GUTTER SEE HT. C5.2, a <
.... ,.;. a . '-_db:: �: alC3: _ - '16 S,PACES- d.�.r� b 4 d 4
I� 20 TALL PRIMARY R 9.00 a 4 0 �'� -_ - - -�
I rr
II 1 `- � d-- ° d,. 4 tl� a
IDENTIFICATION I '";� d ; d; d
I -
d
a a
a
a 4
d
d
a O .
9A--,.
S..GN „ d ��_ _ 4 • m _ r _ , r _; 12.5 LOCK
E5
POLEit I W.-
ADDITIONAL NOTES � ..
12.0 x, _., __ ..._ ACCESS GATE
1
. __ '- ,.�e ,,,: L..,�._ .<,.. , ....a... • ,.. c7 ,.P � .a 7` ..,.. , n ,fs_ .,�: '�' F �-h .--�fi'r�Y ,5�• �'3 �a
- -
c y,
TYP � of
D OTHER INFORMATION INDICATED OE -., _ � .. s ,< ., . _, :.. • '. _ ;rs ! /
1. ALL GENERAL NOTES, ABBREVIATIONS SYMBOLS, Alrl _ I , .z_� a- ._ _ �.r_ , , �s � ,. .,,•� `.. ,. CANO ,mow.. :_�_.,_. �„ i r
.0 I 10.0 z� ti � - a , ,,.:- t1` ti .... <,.. ... ., . ...� .-. „ <.4, ::;...,. e ._i'•- .�--, --, \ .Ge•. .. - r., Y { I- �-,�,f., .,... y.1•e'i - r
_ i OE � .. n..,� ,_- � .~r :.:._. ;:� -.; ._,f,�d�., ._,.,,-.:,-..-, .�.,t _.._,,:mod ,-rt .. ... ��*,i,. x� .r,._ .,4...�- „ir.. '(i`, III
,V.,jII�{�� _ , E . i .1 I , . ..... ,�•'�, _ , .: ... r .:.: , .�<_ , % � ,_. r. ,�... a ,, y - d.... OF
_ ,. ...: -_ ._ R 5,00 _.c. _, �..,.�.,rt _ «-r�x.,, w, _ ,... t , , ,.,,... �,� A:. �, ..:1,
THE PAGE SHALL APPLY TO THIS PLAN _ E _ _ :. _ <. ,� ........ ..� r.. _ . ,. ; �. _ - �E _.r.s d x- r�-FSat"..� _--�.. .`!+'-,ti -,.•:�. -'xlF, r. .r'u'- TITLE P _ _ � . _.. .,-., . ,,°. ,� , �_:. .. ,,ryr�<_ - .µ._ , r _ ..• .,- �. ,-. -
J ,t.., � .r - ._� ... -t i y .r _.,. . -, _ s w..k, . _ .. ,Y,.� a • 3. � ._ - , , � •T ..
r
Tf•,, ... � E , }i ._.. ..._ i _._- _.. w} .-..,__. ... a ,.,...------• _ .,.��.....__..•_.T, iv7kd -.,... �, _... .::_...,. r,._ ,.'a,., .,. 8 -
1 V .. 4 V' - _. -... , ,. w.P - - .^: 'n _ • w , .-, ,-- --. :, p.,�.,,...... ._-....:.. .. , . .. -__... I _, - -�.,' R�
_ ,..v � �, -.;. tar �Y . ,. -. - .,4-tr� ,
_ C BENCH AND MUST BE VERIFIED BY }, , , a � � x I. d _ .,�
2 ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE MARK Ill' .., .., � � -� ,..f �,. I . _ __ „z... _.,_ ,. , -• __ -•,_ Ef..,. ,- .. � , s . z- . {, r
:s,. .. .. ..-- -., ,. _ �__u-, ., ,�. .. _ _- ._ S ... .. . 1..-_., -. 1. :_�,.. ,: S ,}- _ f•74 L
� r, .... .. _ ..-.9 .. r_v.. � _.. < w_e. -, -_., . __r. - r. "1-_- _.,� ,5,.. ,- -, .. ,-..- _ .. _ •.,1tiL _. .,.... ? -. ,.a. at u ..-< _ ram.. l_ .. :`
BEGINNING � { WALK
a ___._. .. .. r. .�.�,.�.,.., _ ,..�-.-:_ . � . _.�>,_.--., .... I � �_,� ,-.._..... : _,,::. .t: •_�t'r, � ;�._, - �� ,Z.OQ
iTH E SURVEYOR OF RECORD PRIOR TO BE NG / 5.O EX ,< _ . ,... ,x_ _ _ r... _ _ ._ �_ . . _. .. ; . _:- ... _ . _0 Is .. _ .. .. . _.�+ THE GENERAL CONTRACTORW THE / _. _.. - >< .._ ..� >. „ _ 91 ._ _ L-46.56'
.,,- .._.....:.�.-.r- _fit � -,a ,r s . _ .,ti_ .. _,_. ,,:.: .:.. .-_. .. ....... _-., . ..,- . ,. 's '-2i w
1
f 1 �,_, ii ... --. _, do , 1 C, a_
1 -
-� l it -- : a: ,. _ - ;, - .' - -•
- - i � ., -a- - s. _-- - -` r -]� r � a :> _ : -ram 1 ::,:. .. -_.. ,-:,,.. _. 3 ,.. - _
CONSTRUCTION. BENCHMARK 15 AN EXISTING RIGHT OF WAY MONUMENT LOCATED AT / l ,..- --.,t , - s:. _ s �,.- ;,,,,itt ...� , .n - -' ,•'. ., _,... d-::'•.4 .. ..:.- � rfi,_,: _...,_ �.,....:.._ - . --• :. , , , n :..� ., ; ;.. Da,.= r :.:... :r:: . - :; y3 � _.:r, .t R-30.fsu
.'C ...-. <. ..•i. ,..., `�.. - Q. �-.--._ ..ter. .. :.:. - ... :,. :. - � ,,..-..-.. t:... .. �- .- .: Y.. ... - i S
/ _
NORTH-WEST CORNER OF THE INTERSECTION OF FU•IRINGHAUS STREET &CORSAIR CIRCLE, aE'_I � I-• -t- -- ..- --_ ,. si t . , ,s�,. , : ::; . >:.E .. _-:. ; °'�•- ,:_ . � -,_ ., :_z _,.....,y . t - ..�,,ra13.0 _�: _ . _..... - 4 -- _--- 7
r -a _ B4 70' X. UTIL. ESIT.
AND HAVING AN NAVD t38 ELEVATION OF 621'. pE - SMT. 85.75' U" S2
/ R-30_00' �_ __------_ ._--- _ -- x40' S.D.T.
I ! ---0E- -- - OE- -of---_p -•--0E---�D-OE'--'fi3.70iii:iii-^}::ii:: £X. UTIL. E k 20.Q 15.0
IMPERVIOUS AREA ITEMIZATION t / , 20.0 1 - �::::- _ := f z (vARI£s) Qo M.8-L. L=22.34'
N 1 C4 / 15.0 �:.:.._ . _ - L=z1.s. LAND. r >�
� M.B.L.L=27 65' :--� •r? o•.:� � SETBACK R=10.00 � o • :. �„� �f� � /
/ \ LAND. R-10.00' -� o, R.6523T x __
tea.
Pre-Cons411 Aost4:ons&ucttota
:Item,
:
_
Main Buildingt4 1850
zs1
Storage & Out BLdlds 731 360
�9
Packing Lot(AsphalUConcrete) 10080 37085
Sidewalk 1684 6606
Playgmund 0 300D
Total 28976 48781
SITE ANALYSIS I DATA BLOCK
_..
SETBACK r---' N ............
r
eo-:: T 9 37 "' ?
5 _
Yam• � �. � _
9 -
�'
.• 9
'O :
Ely '. ' L=27.52
9 L=. 7.
.ra0
L=26.64
2 •32'
- tV - ,
'S OQ'1
--30 -..+- -.Jf}1
-30.
R 00
11�1
R 0' - . •L 6
R=30.0' ea
0
r 3• W
B
�® 1 54.43 5 .
L=39.13' R=25.00' t -
1 22 5
'a,tg3 S36-50.50"W 35.26' 2 2 ® ® 10,x - --�i1E LlO� 7��*cn-"�`�+ � _.._y.,■
o �I-•� wn,,, ..w•. `�,'I�{ ..-...''J51----w7E71 TIE [!Nl31-�"'•,,+w' N878`42'W 97.04'
�""'-"-""'• N7 •tt3'14'W 45.68'
SIDEWALK ESMT. TO TI-EE
TIE LINE CORSAIR CIRCLE
49.41 CITY OF ELIZABETH
ON. CITY
=627 '-� t1i1'49'41"IN 2
Public
NI/a �'"�1 f35' EYL
ASPN. DRIVE
�--_
d- �� > i i ASPH. DRIVE -------_---------- - '
'_1
ly
R/W R/W R/W R1W R/w R�; ff7w RTW
R is ,
R/W R/W R/W R R/W /W
Il I /! R/14 R/W R/W R/W R/W R R/W R/W N F
It I k
/ /f i
WALTERSN/F LOUESE H. ii i 1% I� � I N/F CITY OF ELlZA$ETH CITY
o REDCO PRPERTIES, LLC
III DB: /PG: UNKNOWN
t
tt 1 J lr ; [)B: 749 / PG: 498 ZONED:: R- R-6
QB: 679/PG: 474
ZONED: GB 1l 1 ) 11I ZONED: GB RECREATIONAL.
RETAIL JJ WORESTAURANT/ RETAIL
It I20 0 10 20 40 e0
n 1 j ii � ' j
ri 11 If li
It Ill
} 11 1 1 11 GRAPHIC SCALE (IN FEET) 1 inch = 20 ft-
Name of Development & Address
Sonic Drive-in Restaurant
l09 W. Ehri aus Street, �Sra6a8r CRY, NC
ill'
Number of Lots &Sizes
1 lot! 80,000 SOL (1,97 Ac.)
Total She Area J DLsaubed Area
Total Site Area:86,000 SgIL (1,97Ac,)
, . , tlmber3701 Panel 1 Map
flood Zone Map IMoFmWw Number 3MB91D0,1,
Elfechva Data 6 2011
Street! Property Line Buffer 011-"(0)
corsair circle -154
P R ulraments
StaUft ParAdve-Ttw Required: (111-23}
11 StarAng Spaces
Shaea reel uired:5even
Required Number of Spaces: (§11-2.3)
One 11) Space! Four (4) Seals = 88 Seals
=17 Spares
Harrill &pace Required Per
Two Spaces; One T To fie Van Aewsslble
F. dng Use OF
Recreational a inshtuticna[
Disturbed Area: 99.678 SgIL (229Ac.)
Sraubs R u ro : 5 a 6s
Property Owner S Address
Boys & Girls Club 1z Elizabeth illy
71 i W. f]tringhaus Slraelr E9mhath City. NC
Proposed Use of Property
�' ( )
pervious Area
Impervious
Aprx-4B.781 SgfL (1,12 Ac t (Boa
impervious Surf. ttemizatbn Chan}
Parking Areas - Vehicular Surface Area (VSA)
(§11-3.1(d)) ..
Shade Trees R wired; EI hleen 16
eq g ( )
Shrubs Requlrad: Seventy
Two (2) Space l Three (3) Employees At Largest S M
=17 Employess 13 x 2 =11 Spaces
Landscape uffar R me ntS
Parent Pans41 PIN
t101307970525
Property Zoning
GB (General Business)
Project Parcel PIN
Base Flood Elevation
6 Feet Above Moan Sea Level
( 1
ida)orThoroughtare Buffer (§11-3.1(a1)
W. Eaos
(70)
One (1) Spacal Ordet[ng Station = 21 Spaces
Required:
red: Fur (4)
Shade Trees Required: Four (4)
Parking Areas -Landscape islands (§11-3.1(d))
Shade Trees Required: Frva (5)
Surrounding Property Zoning
GB & R-6
Tax Map Bkodk 9
49-E
Flood Zone Classifikatlen
Shade Zane r
Stn os Required: Thirty (W)
Geasa, Mulch Ground Cover. StmrlFbary. Etc
Total Number of Space Required = FwrtyNina {49)
116 N. Cool Spring Street ♦ Fayetteville, NC 28301
Vaice:910-221-0033 ♦ Fax:[phone]
www.crawforddsn.com
­ DES J G1Yij V DE5 ! GNij
00` ►rtrirr ev�o riQ Y Aw
q
0 CERT. No. -Z �n 4 CERT. No.
A C-136 4- � 1 C•2097 �
r
Yo `fir
0 A�1 Rey ClliiOi �.
tb.a & I LLS ' ' 1111I LLs • '..4
SEALS
_,
L
SF.A
0275
02
i
wi [
S L I
f
6
REVISIONS
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
Z
.••J
LaC
V
Z
1 -
Z0
Z
V
wrl.we
LU
M
W¢
f..
�/ N
Cf� Ir.� J
W `J W
CL W
W
W
aw.l�
to
V
Ln
ZD
W
U VM
~00000 V
W Zz
"o�
❑ V) I.LJ
Z
J
CL
W
PROJECT DETAILS
PROJECT MANAGER: FDC
DRAWN BY: RCM
APPROVED BY: FDC
PROJECT NUMBER: 12008
SCALE
HORZ.: 1" = 20'
VERT.: N/A
ISSUE DATE
05/01 /2012
SHEET NUMBER
2eO

-3,vV 70ZQgo
VICINITY MAP (N.T.s.)
GRADING / EROSION CONTROL NOTES
1 INSTALL GRAVEL CONSTRUCTION ENTRANCE (SEE SHT. C5.0, #5)
2 INSTALL BLOCK & GRAVEL INLET PROTECTION (SEE SHT. C5.1, #1)
3 INSTALL TEMPORARY SEDIMENT FENCE (SEE SHT. C5.0, #8)
4 CONSTRUCT CURB INLET (SEE SHT. 05.1, 02)
5 INSTALL CONCRETE FLARED END SECTION (SEE SHT. C5.1, #3)
6 CONVERT FASTING CURB INLET TO A DROP INLET (SEE SHT. C5.1, #4)
7 TEMPORARY TOPSOIL STOCKPILE LOCATION
6 INSTALL EROSION CONTROL BLANKET wl A MINIMUM 12-MONTH LIFE ON ALL SLOPES
GREATER THAN 4:1 (SEE SHEET C5.0 t'#6)
Q CONSTRUCT RISER (SEE SHEET C3.1)
ADDITIONAL
ON L NOTES
1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON
THE TITLE PAGE SHALL APPLY TO MS PLAN
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY
THE GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING
CONSTRUCTION. BENCHMARK IS AN EXISTING RIGHT-OF-WAY MONUMENT LOCATED AT THE
NORTH-WEST CORNER OF THE INTERSECTION OF EHRINGHAUS STREET & CORSAIR CIRCLE,
AND HAVING AN NAVD 88 ELEVATION OF 621'.
3. PURSUANT TO G.S.113A 57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO
GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE; COVER OR OTHER
ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT. SLOPES LEFT
EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G,S.113A-57(3),
PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE
ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF: CONSTRUCTION OR
DEVELOPMENT. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A
VIGOROUS, DENSE VEGETATION COVER. IF ANY SEEDING FAILURE OCCURS, THOSE AREAS
SHALL BE RE -SEEDED WITH RYE GRAIN FOR TEMPORARY STABILIZATION AND.PREPARi:D FOR
PERMANENT SEEDING.
4. SEE DETAIL SHEETS FOR EROSION CONTROL MEASURES & MAINTENANCE.
5. CONTACT: D.L. ROGERS COMPANY - (817}428-2OT7
6. PARCEL IDENTIFICATION NUMBER(S): 891307670525
7. CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES ONLY AFTER
REMOVAL HAS BE APPROVED BY DENFL
8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENTATION
CONTROL MONITORING ACCORDING TO NPDES PERMIT REQUIREMENTS.
9. SEE SHEET C5.0 FOR TEMPORARY & PERMANENT SEEDING REQUIREMENTS.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE -CONSTRUCTION
CONFERENCE.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE
3. CONSTRUCT TEMPORARY SILT FENCE AS AREAS ARE BEING CLEARED AND GRUBBE[�.
4. CLEAR AND GRUB THE SITE WITHIN THE LIMITS OF CONSTRUCTION. J
5. APPLY TEMPORARY SEEDING TO ALL DISTURBED AREAS.
6. ROUGH GRADE THE PROPOSED PARKING AND BUILDING FACILITIES & DRIVEWAYS.
7. INSTALL STORM DRAINAGE SYSTEM AND CONSTRUCT WET POND.
8. INSTALL BLOCK AND GRAVEL INLET PROTECTION AROUND NEW INLETS.
9. INSTALL CONCRETE SIDEWALKS.
10. INSTALL ASPHALT PAVEMENT.
11. APPLY PERMANENT SEEDING (GROUND COVER) TO ALL DISTURBED AREAS.
12. TEMPORARY MEASURES SHALL BE REMOVED AFTER APPROVAL FOR REMOVAL OF ALL
TEMPORARY EROSION CONTROL MEASURES BY NCDENR HAS BEEN OBTAINED.
DWQ CortsirucNon General Petrnit Ground Stabilkiflon
Requirements
Site Area
Stabilization
Stabilization
Time Frame
Description
Time Frame
Exceptions
Perimeter dikes,
swales, ditches
7 days
None
and slopes
High Quality
Water (HOW)
7 days
None
Zones
If slopes are 10'
or less in length
Slopes steeper
7 days
and are not
than 3:1
steeper than 2:1,
14 days are
allowed
Slopes 3:1 or
7-days for slopes
14 days
greater than 5D
hatter
feet In length
All other areas
None (except for
with slopes flatter
14 days
perimeters and
- than 4.1
HOW Zones)
-Extensions of time may be approved by the permUng authority
based an weather or other site -specific condition that make
compliance impracticable' (Seclim ll.B(2)(b))
I IMPERVIOUS AREA ITEMIZATION
V
Main Building
14281
1B50
Storage & Out Buildings
731
360
ParkhV Lot(AsphalttConcrete)
10080
37(165
Sidowatk
18"
6506
Playground
0
3000
Total
1 26976
48751
SITE ANALYSIS ! 11ATA hl r)rK
EX. CI
T0P=5.B7
r
- I rraii�
64
,NAP� �` F� _ � . • ill% ! � :.. �j
1 � WIM,4 ♦� t �
�♦� w.
�J I _ ► ski'// � r� , / � � ✓ ,
r; _ !A ► _ /
i
• • • 15ft OUT)IO
�
// II t.. L ►ire %' / i . ..% , ! I !
it Q 1�� �:5�,�'. � ��`►�� © • - 1 - a� . • �/ 7% / -Y q'T!1 wwwnrrd -
10
FA
y`�=' • - � � .� � �- f � �,� ' .--= ' � rig �� / y,
r
� • „ yn. �-_ ram, , �/ �tk CAD , ��, �.:� t��3i � �.�,�/�. ,t�if7 %///��� �`r,//�//I/ �. �. ,
C� ,-,k u � I` '�I: r • ,. �� 1 it �� / %!./�� I .� .�� l t J j
Ipr,� .. , _. ... ,.,
004F if,
I � .altj ��MOINES
;_`.:'iCrx
/ / i t
f J 1
OA
SURFACE AREA �T PE
LU
top?` SURFACEI/
SURFACE AREA A
/`�l, ■�.11!'`�! ice/ i BOTTOM•
VOLUME OF TEMIPORAI..
VOLUME OF PERMANENT
FOR PERMITTING ONLY,
NOT •R CONSTRUCTION
, VADE
TORAL SHELF
0,110
�I RR
rfi
III/ , I,� li, ! � r,4 0. 0, P, i0.
RIM 1001 OR
Ems• L t�l�;� I Orr/ Vi/!'y4 l!LU
FA A
FIR
iq f� • r i ivy >: lJ +j+ i�1. �!l/.�����i 1
i!s i �i i'D . , ,01 '#11 (K I Arz,
� �. .;Irr ; . �. , ++ rrii �r�liil!/�
Ce
LU
{1-
i i= / �i�� as a1. r/// ■ r
E si ,ir •i it
�•iai rii �iij .> 1// I f !`• ; 1p� •
• - 1 Ifii it iii' io . >! /, r . mil? �/ •►,.+"
\ •i •�I iiiiia :�,: S!/t� f/ F��� /�/��-•r w,SI• � .,>,�....-1 i 1
�I` o ?r . ' !,
r / • • ii i.! i it � i v_ ..� rF .:>/,% r� ;�� 1.a{/ }t
I�•r�+'//��+•.�y.�i r . �/�/ � � ■
z // i%���, i /1..:tl i•L , / r ^ /
I - - - •Z .,c. -- -- ..:a:>r, ..fix.,, -3 �'= ;=i. �-�===a.����.• Li.•'.-- - --- r�.a r�r�rri".ri'r�.l.I.!•A/11.r/tr.t;�>:_/ut Shwa"/// /// ////J�/1 �
����t� �;�rlifY�t +, �!� '� J .dB •ti�y:�:"a� f�/�r���. Ir , � �_ih?ILu LU
120
I �,-��� b �► i�� r �� /t / 'F ��reliSF
>~i.•�$�• as f ��
.9��.._
67 ;'CLa:•C+rf � i�T V �r r r r r r ,�•. �+��,�"�� �� $+��,��i:�� ��.- ,�� t.��..�rv�n" � � _ . 4',�.//.%�/.lGJ�er��irli�.,rt,rir�r�l��rir.�►1.
r r `� I ._ .d6)_anis 4m. �cffi_axt!4 1 , r + ` r - - r•�e.r,■s.�t•�ar�� ;Itdl��Sti!•:Law UJ
$"PifVF .gogown RAIN; L
r..
MEN ME
p
f ' a` a��ea�A�-m$i�b0mm_�`csiet��amQ�` 1�
Q.t���'J����1��1�-^1��iiw.���~�irt r a7�3�aa��tir"' ��ii�wa�i►.,�C����.._ii���� �
-LU us
•- f
cya
3
•
. . ■
iLLJ•I
116 N. Cool Spring Street 4 Fayetteville, NC 2830
Voice:910-221-0033 + Eax:910-221-0035
www.crawforddsn.com
IESJGN O pES:GN
3d�n�T.
A� 1zU�CER,rT.
C-13C2097
y�`'TkvItL1;. a' O RVILLE• `'' �►
SEALS
�� 027�42 4
r
1 Olt-
O -^t
- _ f I
PROJECT DETAILS
�'--__----------_-_____`_______-__----____
R/W R/W R/W -� - R/W- R/W R/W- i2�1"-�it' -�'�
=
PROJECT MANAGER:
DRAWN BY:
I"DC
RCM
R R R/W
R/W R/W R/W R/W R/W R/W R/W R/W /W I
R/{`q =
,�
��,�-----R/ty R/W
FDC
�
PROJECT NAPPROVEDUMBER:
1200$
JI
]
SCALE
+ f1j
VERT.: N/A
20 0 - 10 20 40
80
lEI
I
_
ISSUE DATE
I!
I II
CPAPHiC SCALE ( IN FEET)
1 inch = 20 ft.
05/01 /2012
SHEET NUMBER
Nana of Development &Address
Soft Drive -In Restmoant
709 W. Fhdnghaus Street, Bhmbeth City, NC
Number orLots & S[zes
1 Lot 186,000 SgIL (1.97 Ac.)
Total Site Arne ! DisMnbed Area
Tolal Sias Area: 86,U46 Sg1L (1.97 Ac.)
Flood Zone Map Inforrnatlm
F.I.R . umper 3701 , Panel 8913-J,
Number 37208g1001,
Effective Date October 2011
Street! Property Line Buffer . (§11-3.1(c))
Corsalr Ckle -154t
Paridng Re uhemen5
Stacidng Per Drive`Thru Required: ( 11-2.3)
11 Slacldng Spaces
Shade reel a ulred: Seven
R uired Number of Spaces: [§i1-2 3)
One (1) Space 1 Fuw (4) Seals = 66 Seals l4
=17 Spaces
HandicapSpace Required Per AAA
wo S : one (1)Ta Be VanP=essVe
F�dsBng Use of Propery
Retresgonal d insUtuSionar
p�M„ A,H� 99,678 SgtL (729 Ac.)
S mMs R ulm : S e 85
Property Owner &Address
Boys & Gds Club of Elizabeth City
711 W. FJtd hens Stresl E11zabelh City, NC
Proposed Use of Property
Retail (Restsuranq
Impervious Anna
Am. 48,781 Sglt. (1.12Ac.) (Sae
bn lour Surf. Area Itamizalion Chart
Pam+ ]
tan ca a $
er
Particing Areas - V•hkular Surfaw Arse (VSA}
(§i1�.1{d))
Shade Trees Required: £lghteen (18)
Two 2 Space ThreeEmployees
() p C3) iye13At =11 stack
= 17 EJnployess ! 3 z 2 =11 Spaces
ShrubsRequLad:Seventy[TO}
Parent Parcel PIN
891307e70525
Property Za ing
GB (General Business)
Pro)ect Parcel PIN
Base Flood Mavation
5 Feet (Above Mean Sea Level)
Major Thoroughfare Buser
W.i=hringhaus5Mast-2SA
Parking Areas -Landscape Islands (§ti3.1(d))
Shade Trees Required: Five 18)
one (1) Spwml ordering Station a 2i Spaces
Shade Trees Required: Four(4)
Surrounding Property Zoning
GB & R-8
Tax Map Block#
49-E
Flood Zone Claseftation
Shade Zone "X•
StucMs Required: ThIrty�lght (38)
Grass, Mulch, Ground Cover, Shrubbery, Etc
n�rY.
Toter Numberor Space Required = Fourty-Nine (48 )
C3.0
_J
' ri-s "-tFt--
r
C.

Y 1►''T,_ 'y r i _� r:': i ii + 1 i ! s i ?�+ °ice: t L is �'
iKn Company Q CopYril7ht 2012 - All drawing s, suecifications and desii:ns oreoared by Crawford Desien Comnanv are instruments of service and shalt remain
Owner or any other parties shall not use
on this or any project except by a proper agreement and appropriate compensation.
maps"
2ok I�.S
D
A
f �
/ f POND
TOP OF DAM --I
/ ELEV. 7.50'
/ � x
f �
I l x
i L=19.05' R47—
—c:
f N35 00'09"E .61' "
14.58'.-.-
i 3
� 1
1 �
1 .5Q 0.00
1 L=13.76' R 4.00'
N40'09'27"W idl .21' 7 ?
1 h
i !I
e
FORBAY L=18-85' R=
PERMANENT POOL ELEV. 5.00' S 1', % 1
SURFACE AREA : 1,216 S.F.
1
1 v.
1
2-6' SWING I
' BLACK VINYL C{
o e r b Q
V b
a
b
WET POND NO. 1 PLAN
1 "-20'
20 0 10 20 40 8U
GRAPHIC SCALE (IN FEET) 1 inch = 20 ft~
10
5
[C
TOP OF LATORAL SHELF
ELEV. 5.50'
TEMPORARY POOL ELEV. 5.74'
SURFACE AREA : 8,005 S.F.
- a 2 '
1 a
10' WIDE -1.Q0 1
2 1
LATORAL SHELF 1
flRBAY _1
BERM G
= , 3
ADDITIONAL NOTES & REQUIREMENTS:
1. AREA AROUND POND SHALL BE ESTABLISHED WITH PERMANENT GROUND COMER
PER SPECIFICATIONS AND VOID OF ANY BARE AREAS.
2, PRIOR TO SUBSTANTIAL COMPLETION OF THE PROJECT, THE CONTRACTOR SHA!_'-
REMOVE ALL BUILT-UP & DEPOSITED SEDIMENT FROM THE STORM WATER P% 4 1
AND RE-ESTABLISH THE POND TO DESIGN PARAMETERS & SPECIFICATIONS.
3. SEDIMENT SHALL BE REMOVED WHEN 25% OF THE VOLUME OF THE FOREBAY
IS TAKEN UP BY SEDIMENT.
4. INSTALL EROSION CONTROL BLANKET ON SLOPES ABOVE THE NORMAL POOL
STEEPER THAN AND/OR EQUAL TO 4.1 (SEE DETAIL)
5. SEDIMENT MUST BE REMOVED PRIOR TO CONVERSION OF BMP.
MAINTENANCE:
i II 1
x Ir (
fl IIt
4 HIGH - BLACK if
VINYL COATED If I
CHAIN LINK FENCE 11 1
I 1 II I
f X II I
It I
i rl
I r
' I1
r I (
! II
i 11
0' 1 1
11
>_ 4. 4' I 1
I t x � •I t
Yt i iii{ r t
II
[ t
50 I 1
• I1
i ( I
> 0' WIDE EMERGENCY SPILLWAY
ELEV. 6.50'
' I INSTALL CLASS "B" RIPRAP
a l 18" THK.
7 o' I )
!I
•IE
1 I I
IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE
VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY
IF NEEDED. UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS).
NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE FIRST
INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED
SHELF.
STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE THE
SEDIMENT LOAD TO THE WET DETENTION BASIN.
IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE,
THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED
TO THE MAXIMUM EXTENT PRACTICAL.
ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
AFTER THE WET DETENTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE A
MONTH AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0 INCHES.
RECORDS OF INSPECTION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET
LOCATION AND MUST BE AVAILABLE UPON REQUEST.
INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS. ANY PROBLEMS THAT ARE
FOUND SHALL BE REPAIRED IMMEDIATELY.
1I
10' WIDE
TOP OF
DAM
r
f r 5' WIDE
FORBAY
I
BERM
GRADE
10' WIDE
TOP OF DAM
~~ ~ 1`
P OF DAM ELEV.
.50'
I 3
.�. �j
I ElI- =
—
_
I I=I
I 1
i .
TOP OF RISER ELK
TRASH RACK(
6.2,V
3 =—
_ EMERGENCY
—
—
PERM.
POOL/INV. OF 1.
'0 DRAWDOWN ELEV.
10, WIRE LATORAL
5.00' SHELF 10:1 SLOPE
�; III
1.-1I�
_
I I M11
IT
18 INV. ELEV.
.70FORBAY
I
'S,Rcp
= I I—
21
,� I I= III
POND
I I=
I il-
ll�2
Fl I.I I I-
I
1
BOTTOM OF FO
BAY ELFV.
ROPOSED GRADE
-1 I II
III ---I 11-T
B
TTOM OF POND ELEV.
-1.00'
I I
10
'ILLWAY ELEV. 6.50'
STRUCTURAL HDPE PLASTIC
WITH 6' SQUARE OPENINGS
1 1/2" PVC CROSS
W/ THREADED
PERFORATED CAP
ell ITT C-r• mtt'l"Q
DRAWDOWN ORIFICE DETAIL
NOT TO SCALE
5 SIDE
TOP TRASH R)
SIDE TRASH RA
TOP OF RISER ELEV, 6.24'
TOP OF WEIR ELEV. 5.74'
I
0 - INV OF 1.5'0 ORIFICE ELEV. 5.00'
INV OF RISER ELEV. 3.70' L
INV OF 18" ELEV: 3.70'
IOP
--------------------
-18" OUTLET PIPE
1
ELEVATION
TOP TRASH RACK DETAIL
NOT TO SCALE
1/8" STAINLES
STEEL SHEET
METAL
BOTTOM OF WEIR -
TOP OF
STRUCTURE
aL
TRASH RACK SHALL 11---t
BOLTED TO STRUCTUR>a
WI STAINLESS STEEL
HARDWARE
FRONT ELEVATION
PERSPECTIVE
SIDE TRASH RACK DETAIL
NOT TO SCALE
TRASH RACK
TOP TRASH
SIDE TRASH
TOP OF RISER ELEV. 6.24V u
u
TOP OF WEIR ELEV. 5.74' u
- S-
INV OF 1-5"0 ORIFICE ELEV. 5.00'
-.4
I INV OF RISER ELEV. 3.70' INV OF 18" ELEV. 3.70'
a
• - , 4
SECTION
WET POND NO. 1 CROSS -• SECTION
HOR.:1'=20' RISER DETAIL
VERT.:1'=2' NOT TO SCALE
SITE ANALYSIS / DATA BLOCK
PERSPECTIVE
SIDE TRASH RACK DETAIL
NOT TO SCALE
TRASH RACK
TOP TRASH
SIDE TRASH
TOP OF RISER ELEV. 6.24V u
u
TOP OF WEIR ELEV. 5.74' u
- S-
INV OF 1-5"0 ORIFICE ELEV. 5.00'
-.4
I INV OF RISER ELEV. 3.70' INV OF 18" ELEV. 3.70'
a
• - , 4
SECTION
WET POND NO. 1 CROSS -• SECTION
HOR.:1'=20' RISER DETAIL
VERT.:1'=2' NOT TO SCALE
SITE ANALYSIS / DATA BLOCK
Name of Dovelopmerd & Address
Santa Drive -In Restaurand
709 W. Ehringhaus Street, Elfzabslh City, NC
Number of Lois & Sizes
1 td1189,090 SgrL (1.97 Ac.)
Total Site Area! Disturbed Area
Total Site Area: 95.0110 SqR. (1.97 Ac,)
Flood Zone Map Information
F.I.R.M. f4urn5 970165, Panel 8913,1, Map
Number 372089t001.
EOective Date October 5 2011
Street! Property Una Buffer (§11-3.1(c))
Gmwlr Circle-154t
Pa n Requkaments
Stacidn9 Per Drive-Thru Required: (§11.23)
11 Shacfcing Spews
Shade Trees Re Ired: even
R uired Number of Spaces., 1 -
Required Pa (§ 1 2 3)
Oae (9) Space 1 Faur (4) Seats = 6B Seats 14
= i7Spaces
kandiLap S ce Required Per
Two 2 Spaces; One 1 7o BB Van Acc>asslMe
E+Ilad Use of
erg Property
Recrea0onal & !ns[irytioral
Disturbed Area 99,678 54R (229 Ac.)
Property Owner &Address
Boys & Gids Ctuh of Ebabelh Chy
711 W. Ehringhaus Street. Ob abeth City. NC
Proposed Use of Property
Raw (Restaurant)
Impervious Area
Base Flood Elevation
Apra• 48,781 Sgtt (1.12Ac.) (Sea
Impervious Surf. Area Itemization Chan )
5 Feet (Above Mean Sea Level)
Shrubs ewired. S •Ue 55
E andscr &Sutler
rue
ParkingAreas - Vehicular Surface Area SA I
(§113.1(d))
Shade Trees Rewired Eighr$en (iB)
Two (2) $Paco 1 Three (3) Employees At LaTgast SNR
=17 Employess 13 x 2 =11 Spaces
Petard Parse] PIN
Project Parcel PIN
1307678525
W. Fhringhaus Street- 25 R
Major Thoroughfare Buffer (9113.1(e)) Shade Trees Required: Four(4)
Shrubs Required: Thirty el ht (3B)
Shrubs Required- Seventy (70)
Property ZonbV
GB (General Buslnass)
Parking Areas - Landscape islands (§113.1(d))
Shade Trees Required: Five (5)
One (1) Space l Ordering Station =21 Spaces
Surmunding Property Zoning
GB & R-S
lax Map Block P
49-E
Flood Zane Classmcallm
Shade Zone * r
Grass. Mulch, Ground Cover, Shrubbery, Etc.
Total Number of Space Required = Fourty-Nine (49)
116 N. Cool Spring Street ♦ Fayetteville, NC 28301
Voice:910-221-0033 ♦ Fax:[phone]
www.crawforddsn.com
OF �� N�t1 B!t o�y�
3 g r
U CERT. ND.
C-136 a C-2w g
,o-r 4rH e�ao`` y A Tk CAR°L�
SEATS
.�� 027502 ,=
``�rNt�`
S.
%41�14V
what$ below
a0 befomvmdk
REVISIONS
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
z
—4
0
VrQr �
Ie
Z O J
Z �
V W
�
❑
LLJ
Cis m
E..0 QN
W - •
W iLU
z V
E..
L
1., t•
0- W W .
:>C ❑
Q ^ Z
❑Z) 0
Q
VUM
i V
� Z _z
CLIJ
❑ V) w
PROJECT MANAGER:
FDC
DRAWN BY:
RGM
APPROVED BY:
FDC
PROJECT NUMBER:
12008
SCALE
HORZ.: 111 = 20'
VERT.: N/A
ISSUE DATE
05/01 /2012
SHEET NUMBER
C31
•
i ^. , ', 'j 7 T t1 ,. , R �{i { T'r '{'� r /~. , 4 . .- —
iN 1�'J' 1. 111�11: '-.ti31i. 4Y 4 'l ill t fY�.l-
+•f',, , '1 r), .3, ,I ' 1, ,'1 !1'�IItL .' rcNY? t iv r'N. fi%tl-kr C -',lr -I rI
- is i S It jv •'t;} _ �j

Corn
era
2012 -
and
Company are instruments of service
remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except: by a
com
rya
roap cS ►N 7 0
T
9
THE FOLLOWING WAS TAKEN FROM THE STATE OF NORTH CAROLINA'S EROSION AND SEDIMENrCON7ROL
PLANNING AND DESIGN MANUAL
TALE 6.11v
SEEDING No. 7CP FOR: GRASS -LINED CHANNELS; COASTAL PLAIN, LOWER PIEDMONT, AND DRY SOILS IN THE
CENTRAL PIEDMONT
SEEDING MIXTURE:
SPECIES: RATE (lb/acre):
COMMON BERMUDAGRASS 40-80 (1-21b11,000 SO
SEEDING DATES:
1. COASTAL PLAIN*APR. - JULY
2. PIEDMONT. APR. 15 -JUNE 30
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,00 lWacre GROUND AGRICULTURAL
LIMESTONE AND 5001blecre 10-10-10- FERTILIZER.
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE
BOTTOM OF CHANNESL AND DITCHES. THE LIMNING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH
OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY
LININGS, APPLY 4,000 lblacre GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN
CLOG DRAINAGE DEVICES.
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REOURED FOR ESTABLISHMENT. INSPECT AND REPAIR MULCH FREQUENTLY.
REFERTILIZE THE FOLLOWING APR. WITH 50 Iblacre NITROGEN.
NO SCALE
1 71
PLAN VIEW
HLS
2 3' Coarse Aggregate
I�Sub -Grade
r4,a SECTION VIEW
MES
"5 GRAVEL CONSTRUCTION ENTRANCE
NOT TO SCALE
Steel Pk
Tof
Min.1[
LIM
Min.12.5
Bolton
Min. it
ELEVATION VIEW
xcrs.
Steel Post
8 I tMI UKP►K
NOT TO SCALE
Line
M
EV
c
ME
Fill
-) I:- I - `Anftr Fabric
Skirt
I � Skirt col Bakdcfill
OPTION ONE
MU
Construction Specifications:
1. Clear the entrance and exit area of all vegetation, roots, aM
other objectionable material and property grade iL
2. Place the gravel to the specific grade and dimensions shown
on the plans and smooth it
3. Provide drainage to carry water to a sediment trap arother
suitable odeL
4. Use geo-texille fabrics because they'fmprove stability of the
foundation in locations subject to seepage or high water
table.
Maintenance:
Maintain the gravel pad in a condition to prevent mud or sediramt.
from leaving the construction site. This may require pariodic top
dressing with 24nch stone. After each rainfall, Inspect any, structure
used to trap sediment and dean it out as necessary. Immediately
remove all objectionable materials spilled, washed, or traded onf,
public roadways.
OPTION TWO
xT.S
abric Skirt
I Bacldill
THE FOLLOWING WAS TAKEN FROM THE STATE OF NORTH CAROLINA'$ EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
TABLE 6.10a
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER & EARLY SPRING
SEEDING MIXTURE:
SPECIES: RYE (grain) ANNUAL LESPEDEZA (KOBE IN-PIEDMONTANDCOASTAL PLAIN, KOREAN
IN MOUNTAINS)
RATE : 1201b/acre 501blarce
'OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS
NOT TO EXTEND BEYOND JUNE.
SEEDING DATES:. -
MOUNTAINS: ABOVE 2500 FT: FEB. 15 - MAY. 15
BELOW 2500 FT: FEB 1 - MAY 1
PIEDMONT: JAN.1 - MAY.1
COASTAL PLAIN: DEC. 1 - APR 15
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY 2,000 Iblacre GROUND AGRICULTURAL LIMESTONE AND 750 holacre 10-10-10
FERTILIZER
MULCH:
APPLY 4,000 Iblacre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
-2-1 TEMPORARY SEEDING SPECIFICATIONS WINTER & SPRING
NO SCALE
, lyww,. ula„ uvl, mu,
erosion control blankets or
turf reinforcement mats
Anchor Trench
;I $ `A . \N-Ovedap 6'min. & anchor
col On or staple (typ.)
sited Erosion Control Product (RECP)
r-cut channel T to allow for
bullring during seedbed preparation
Bring material dorm to a level area,
turn the end under 47 & staple at 12"
intervals (typ.)
II r, r r r I, I -I r r f there Is a berm at the fop of
-! f �� I= -1&S,
1'� I I slope, anchor up -slope of the berm
a �
-ONGITUDINAL ANCHOR TRENCH
Min. Y vertical overt
Slope surface sM be
before placement for proper soll� ��11
� ���� Anchor fin 6" x 12' min.
Contact11 `- �1 t trench & staple at 12' intervals
in. 6' horizontal overlapIL
IL l_titj _ taple overlap (V max, spacing)
ring material down to a level area,
turn the end under 4' & staple at 1T
Intervals (typ.)
6) EROSION CONTROL BLANKET
Construction Soecificaliom - Materials:
1. Use a syrrlhefic filter fabric of at least 95% by weight of polyolefins or polyester, which is certified by the manufacturers or supplier as conforming to the requirements In
ASTM D6461, which is shown in part in Table 6.62b of the North Carolina Erasionand Sedimentation Control Design Manual. Synthetic filter fabac should matakh ultraviolet
ray inhibitors and stabl¢ers to provide a minimum of 6 months of expected usable construction life at a temperature range of 0 of 120°F.
2. Ensure flat pasts for sediment terms are 1.33 IbAbmr fit steel with a minimum length of 5 feeL Make sun: that steel posts have projections to fadlitate fastening the fabric,
3. for rein6rcement of standard strength filter fabric, use wire fence with a minimum 14 gauge and a maximum mesh spacing of 6 inches.
Construction Specifications - Construction:
1. Construct the sediment barrier of standard strength or extra strength synthetic filler fabrics.
2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground surface. (Higher fences may impound volumes of water sufficient to cause failure
of the structure).
3. Construct the filter fabric from continuous roll cut to the length of the barrier to avdd joints. When joints are necessary, securely, fasten the filter cloth only at support post
with 4 feet minimum avedap to the next post
4. Support -standard strength filter fabric by win: mesh fastened securely to the upslope side of the posts. Extend the win: mesh support to the bottom of the trench. Fasten the
wire reinforcement, the fabric on the upslope side of the fence post Wire or plastic zip ties should have minimum 50 pound tensile strength.
5. When a coke mesh support fence is used, space pasts a maximum of 8 feet apart. Support posts should be driven securely Into the ground a minimum of 24 inches.
6. Extra strength filter fabric with 6 feet post sparing does not require wire mesh support fence. Secnefy fasten the Vterfabric directly to posts. Wire or plastic zip ties should
have a minimum 50 pound tensile strength.
7. Excavate a trench approximately 4 inches wide and 8 inches deep along the proposed line of posts and upslope from the barrier (Figure 6.62a, North Carolina Erosion and
Sedimentation Conbol Design Manual)
6. Place 12 inches of the fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact Thorough compaction of the backNl is critical to silt fence performance.
Installation S ficalions:
1. The base of both end pasts should be at least one foot higher than the middle of the fence. Check with level if necessary.
2. Install pbsts 4 feel apart in critical areas and 6 feet apart on standard applications.
3. Instal posts 2 feel deep on the downstream side of the silt fence, and as dose as possible to the fabric, enabling posts to support the fabric from the upstream water
pressure.
4. Install posts with the nipples facing away from the silt fabric.
5. Attach the fabric to each post with three ties, all spaced within the top 8 inches of the fabric. Attach eat be diagonally 45 degrees through the fabric, with each puncture at
least 1 inch vertically apart. Also, each tie should be positioned to hang on the post nipple when tightened to prevent sagging.
6. Wrap approximately 6 hhches of fabric around the end posts and secure with 3 ties.
7. No more than 24 Inches of a 36lnch fabric is allowed above ground level.
8. The installation should be checked and corrected for any deviations before compaction.
9. Compaction is vitally Important for effective results. Compactthe soil Immediately next to the silt fence fabriew➢h the front wheel of the tractor, skid steer, or roller exerting at
least 60 pounds per square inch. Compact the upstream side first, and then each side twice for a Total 01`4 trips.
Maintenance:'
inspect sediment fences at least once a week and after each rainfall. Make any required repairs immediately. Should the fabric of a sediment fence collapse, tear, decompose, or
became ineffedive, replace it promptly. Remove sediment deposits as necessary to provide adequate storage volume for the next rain and to reduce pressure on the fence. Take
care to avoid undermining the fence during deanout Remove all fencing materials and unstable sediment deposits and bring the area to grade and stabilize It afterthe contributing
drainage area has been properly stabilized.
THE FOLLOWING WAS TAKEN FROM THE STATE OF NORTH CAROLINA'S EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
TABLE 6.101b
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE:
SPECIES,. GERMAN MILLET
RATE : 401blacre
SEEDING DATES:
MOUNTAINS: MAY. IS-- AUG. 15
PIEDMONT: MAY. 1-AUG.15
COASTAL PLAIN: APR. 15 -AUG. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 Iblacre GROUND AGRICULTURAL LIMESTONE
AND 750 lb/acre 10-10-10 FERTILIZER -
MULCH:
APPLY 4,000 Iblacre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFI RTILZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
Iyty%3NrOSLE CA
9 NOT U
NO SCALE
General Notes:
1. Check slots to be constructed per manufacturers specifications.
2. Stacking or stapling layout per manufacturers specifications.
3. For slopes less than 3:1, rolls may be placed in horizontal strips
4. Ume, fertilize, and seed before Installation. Planting of shrubs, trees, etc. should occur
5. Minimum life shall be 12 months
6. RECP shell be double net straw erosion control blanket
Construction 5pecHicaitons:
Grade the surface of Installation areas so that the ground is smooth and loose. When seeding prior to
installation, follow the steps for seed bed preparation, so➢ amendments, and seeding in Surface Stab➢ttaton,
6.1. All gullies, r61s, and any other disturbed areas must be fine graded priorto installation. Spread seed before
RECP installation. (Important: Remove all large rods, dirt dots; slumps, roots, grass dumps, trash, and other
obstnuctilons from the so➢ surface to allow for direct contact between the soll surface and the RECP.)
Terminal anchor Trenches are required at RECP ends and intermittent trenches must be constructed
across channels at 25-111 intervals, Terminal anchor trenches should be a minimum of 12-Inches in depth and
64nches in width, while intermittent trenches need be only 64nd-kes deep and 64nches wide.
Installation for Slopes - Place the RECP 241 feet over the top of the slope and Into an excavated end
trench measuring approximately 124n deep by 6-in wide. Pin the RECP at 1-ft intervals along the bottom of the
trench, backfitl, and cxmpacL Uncoil the RECP down (or along) the slope maintaining direct contact between the
soil and the RECP. Overlap adjacent mtis a minimum of 3-inches. Pin the RECP to the ground using staples or
pins in 3-fle center-b-center pattern- Less frequent staplinglpinning is acceptable on moderate slopes.
Anchoring Devices -11 gauge, at least ban long by 14n wide stapes or 12-in minimum length wooden
stakes are recommended for androring th RECP to the ground. Dave staples or pins so that the top of the staple
or pin is flush with the ground surface. Anchor each RECP every 34 akxng Its center. Longitudinal ovelaps must
be sufficient to accommodate a row of anchors and uniform along the entire length of overlap and anchored
every 34 along the overlap length. Roll ends may be spliced by overlapping 1-ft (In the direction of water Row),
with the upstream/upslope mat placed on top of the downstreamldownskope RECP. This overlap should be
anchored at 14t spacing across the RECP. When installing multiple width mats heat seamed in the factory, all
Wary seams and field overlaps should be similarly anchored.
Maintenance:
1. inspect Roiled Erosion Control Products (RECP) at least weekly and after each significant (1124nch or
greater) rain fall event Repair Immediately.
Z Good contact with lire ground must be maintained, and erosion must not occur beneath Be RECP.
3. Any areas of the RECP that are damaged or not in dose contact with the ground shall be repaired and
stapled.
4. If erosion occurs due to poorly controlled drainage, the problem shall be fixed and the eroded area protected.
5. Monitor and repair the RECP as necessary until ground cover is established.
6. Follow manufacturer's recommendations.
THE FOLLOWING WAS TAKEN FROM THE STATE OF NORTH CAROUNNS EROS/ONAND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
TABLE 6:90a
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
SEEDING MiXTURE:
SPECIES: RYE (grain)
RATE : 120lblakxe
SEEDING DATES:
MOUNTAINS: AUG. 15 - DEC_ 15
COASTAL PLAIN AND PIEDMONT: AUG. 15 - DEC. 30
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY 2,000 Iblacre GROUND AGRICULTURAL LIMESTONE AND 1,000 Iblacre 10-10-10
FERTILIZER
MULCH:
APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE:
REPAIR -AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 Iblacre OR NITROGEN IN MARCH.
IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSFEF] WITH 50 Iblacre KOBE
(PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
4 TEMPORARY SEEDING SPECIFICATIONS
NO SCALE
7 rrvr v.
NO SCALE
NOT USED
O NO SCALE
116 N. Cool Spring Street • Fayetteville, NC 28301
Voice, 910-221-0033 ♦ Fax: [phone]
www.crawforddsn.com
`'` pSS J �N C � SS I G!y CIO. �O 10
��r� o�p�iG o ,ggatt�,,�
��y
o CERT. No. o 0CERi No {
G136 w G21>g7 i~
aftao4'
CAR Oyu
lLtr�. 4i� vILL O
h�
SEALS
Q. 0 'Fri r
SEAL =
027'502 �C7, Lop
below
fa you
REVISIONS
FOR PERMITTING ONLY
NOT FOR CONSTR 10N
Q
_Z
J
00.01
V
2
Z0
Z
U
W
��
.U/ <
ce `> �
V) tJ
L]J Z W
Z I
CLW LL J
:E > Cie
p>--
Vne
Z)
L U Z:
O >.�. V
ZZ
o�
❑ VJ W
W.
PROJECT DETAILS
PROJECT MANAGER: FDC
DRAWN BY: RGM
APPROVED BY: FDC
PROJECT NUMBER: 12008
SCALE
AS NOTED
ISSUE DATE
05/01 /2012
SHEET NUMBER
C5.0
11 „ l t i t
F 7-,
}ji II r1
-
- -. I r r S h r r-r r
X.
- I I 11I ' �14 '
i'a 1
f
�1��..! I I
1. '�I�y' II �dy`�l r.14 1 rvI>f
11y
IS { I
ii
i•
/+/r�
\
,j 't �. .. } •
fi 1 r ': ,I ��
�.�I. �, Ll• l 11 1h

f Crawford Design Company © Copyright 2012 - Ail drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
P rlx [ U.S
P.
D 0." P
ao 1> .a
A
e [>e . C
2'
SECTION VIEW - Standard 24-Inch Concrete Curb & Gutter
MTS
PER FOOT
SECTION VIEW - SpillAW 24-Inch Concrete Curb & Gutter
AT4
24-INCH CONCRETE CURB & GUTTER NOT OSCALE
General Notes:
1. Expansion joints required along the face of the buHding pad and spaced t 20-feet O.C.
2. Control joints every t 10-feet O.C.
3. CowMa shall be black in color.
General Notes:
1. All concrete shall be 3.000 psi tested.
2. Control joints shall be placed every ID -feet Expansion
joints sW1 be placed even W4aet
Concrete
Grade
■
4,DOD PSI Concrete Pavement 6 x 6 W2.0 x v20
Fin- Grad
to
1 l 1 r 1 I 1 I 11 1 sl 1 F 1
Compacted AggregaAggrega ompacted Sub-GTade
Base Course
SECTION VIEW
xrs
1(5jCONCRETE NO TO SCALE PA
0
c
a
a
2-FOOT CU
NOT TO SCALE
SECTION VIEW • Standard 30-lnch Concrete Curb & Gutter
N.F.S.
SECTION VIEW - Spill -Off M-inch Concrete Curb & Gutter
xzs
2 .av-ir�Lr7 Ll
NOT TO SCALE
6 24-INCH R(
NOT TO SCALE
i
OL.vT�Ttr.rce T e
NOT TO SCALE
�1.5t,
lr'1
rn
General Notes
1. All concrete shall be 3,00D psi tested.
2 Control joints shall be placed every 10•feet Expansion
joints shall be placed every 30•feeL
12"R' )21° Lr, 9,75"
rvNo
d
_ v '3000 PSI CON�RETE - 4 4 a
M
n
_ - 24"
CONTROL JOINTS EVERY 10'
EXPANSION JOINTS EVERY 30'
FILL TO TOP
FLEXIBLE CA
PAVEMENT
I lF 6"x6" CONCRETE WHEEL STOP if I
LAG BOLTS & ANCHORS
SUPPLIED W/ WHEEL STOP.
CONTRACTOR MAY SUBSTITUTE 24" LONG
#2 REBAR FOR BOLTS AND ANCHORS
See Site Plan for Design Wrdlh
3,000 Psi Concrete In. Grade
Asphalt ! Comet
Pavement section3 2% Max, Slope
4 - .. �•.. 4• .4Lo
I -
a, a
�-
I 11 IIILL
Ili
mpaced Sub -Grade
6" 7"
SECTION MEW
xrs
31
TURN-DOV
NOT TO SCALE
2" SUPERPAVE S9.5B
SURFACE COURSE
�,•_5" 1325.8
COMPACTED
EXTEND BASE COURSE SUBGRADE
BEYOND SURFACE COURSE (TO 98% STANDARD
FOR SECTIONS WITHOUT PROCTOR)
CURB AND GUTTER PER
NCDOT ROMTS.
NOTES:
1. SURFACE COURSE, BINDER COURSE, BASE & SUB -GRADE TO MEET
ALL NCDOT REQUIREMENTS.
7 ASPHALT PAVEMENT INSIDE NCDOT RIGHT -OF -WA
7J NOT TO SCALE
Mldhg
4d d .
Expansion Jnk
Concrrete Banier
6x61D11D W.W.lu1
°17 a a
Expansion Jnk
v
4 '
Asph. I Cone.
Pavement Section
Compacted AggregaLV
Base Course
_l
Compacted Suh•Srad
I
k—
Building
SECTION VIEW
xF_
NOT USED
NO SCALE
General Notes:
I. Concrete shall be 3AW PSI
2. Controi joints shall be place every 104L
Expansion joints shall be place every 3041,
3. All metal reinforcing used in concrete shall
be no closer than 2-iriches from any
outside edge.
See Site Plan for Design Width
in. Grade 3,coo PSI Concrete
2°% Max. Slope
• '° .•.a.' _' _ I��
a v
paced Sutr-Grade
SECTION VIEW
ATS
4� STANDARD CONCRETE SIDEWALK
NOT TO SCALE
F1
j 5' SECTIONS MIN
11 TIE BARS
VALLEY LINE 2'-6' LONG
- rnNCRETE A
VALLEY
GUTTER
24" VERTICAL
COMBINED CURB
& GUTTER
Q LIJIVt.r�C i L
(NOT TO SCALE
=� TRAFFIC STOP BAR
NOT TO SCALE
THICKEN VALLEY GUTTER PAV'T
AND ADJACENT CURB & GUTTER
SECTION TO V IN 4'-O" AT THE JOINT
116 N. Cool Spring Street ♦ Fayetteville, NC 28301
Voice: 910-221-0033 ♦ Fax; 910-221-0035
www.crawfbrddsn.com
oe pES !GM ,0110pES 1 GA, �y
� ��p ►+�e�r� C0�4ii� `�?1kO%tWRtki C�dy�i
7-
CERT. No. I_ 3 !2 CERT. Na
C-136 C-2097 y
I#*2�lj, ILL • �� co
ILL
�G
rh1111�-"'�f/111I11
5 E A L 5
f SEAL
027502
3,y ``� r ltE�` Q�r� 4 f •t.
ftmwhaft below
Callbetweymift
L/2" EXPAN5iON
MIN. JOINT REVISIONS
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
4'-Q.
16.
z'-o• 2'-0•
SECTION A -A
CURB & GUTTER
BRING STOP BAR TO
EDGE OF GUTTER
SEE SITE PLAN (IF APPLICABLE)
NEW TRAFFIC STOP BAR,
WHITE THERMO-PLASTIC
DOUBLE YELLOW CENTER LINE
(IF APPLICABLE)
z
J
0
s- r—
U
1
Zo
z
L5
� U
UJ
W
m
M000 _
Ln _1
LU z W
z
Q W
lL W W
:�E >W
o -�- F-
U
W Q
V U
O
Z
o�
J
❑ W
W
rr�v�t�.I mnr�h+..�[rc: r-LJL
DRAWN BY: RGM
APPROVED BY: FDC
PROJECT NUMBER: 12008
SCALE
AS NOTED
ISSUE DATE
. 05/01 /2012
SHEET NUMBER
C5.2