SW8011206_Approved Plans_20020227

I' , _.-- __ \ , I MUNICIPAL CERTIFICATIONS
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• MAP REFERENCES
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R 1. MAP ENTITLED "MAP OF SURVEY FOR 4. MAP ENTITLED "SUBDIVISION MAP, LOTS W1\, CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS
0 CAMILLA G. HERLEVICH" BY JACK G. STOCKS W2, & W3, PART OF LOTS 15 & 16, MYRTLE a NEW HANOVER COUNTY
11; ' ♦ DATED MAY, 1982 AND RECORDED IN THE NEW GROVE FARMS, INC." BY W.K. DICKSON & CO., \ kT a wkr NORTH CAROLINA
HANOVER COUNTY REGISTER OF DEEDS OFFICE CO., DATED MARCH 13, 2001 AND RECORDED IN �Ki% a \
Co IN MAP BOOK 21 AT PAGE 66. THE NEW HANOVER COUNTY REGISTER OF \'� tor I cM\ G��Q 4-`yeR FILED FOR REGISTRATION A.M./P M.) ANDEDULY RECORDEDFIN MAP BOOK AT
0
1. a 1/4 i., DEEDS OFFICE IN MAP BOOK 40 AT PAGE 319. -
AT
likk�•. 2. MAP ENTITLED "MYRTLE GROVE FARMS, INC.,
�.' \
I$ " I R PAGE _
1,- 4441� ON CAROLINA BEACH BLVD. , SURVEYED BY R
H E.J.W. ANDERS, C.E. DATED JULY 1925 AND 5. MAP ENTITLED "SUBDIVISION MAP, 3 \ 4:
SITE �v V'-tcFy RECORDED IN THE NEW HANOVER COUNTY PRITCHARD LOTS W4, W5, & W6, PART OF LOTS LOWE'S HOME CENTERS, INC. � \� 'S
R GISTER OF DEEDS OFFICE IN DEED BOOK 279 13 & 14, MYRTLE GROVE FARMS, INC." BY W.K. I / R 16y REGISTER OF DEEDS
E PARCEL C / 8 �PAGE 587. DICKSON & CO., CO., DATED MARCH 15, 2001 MAP BOOK 40, PAGE 91 \ sue\ C�/Rg I
lig ►� AND RECORDED IN THE NEW HANOVER COUNTY DEED BOOK 2825, PAGE 242 S�Oo' I
.-
aa e�'{`� e♦ % 3. MAP ENTITLED "BOUNDARY SURVEY OF REGISTER OF DEEDS OFFICE IN MAP BOOK 40 °o - o I ,�q / \ REVIEW OFFICER CERTIFICATION
BENSON SPORTS COMPLEX, FOR HALLMARK AT PAGE 321. \
INSTUSTRIES, INC." SURVEYED BY JEROLD LEWIS, h�
ill
RLS, DATED MARCH 25, 1989 AND RECORDED 6. MAP ENTITLED "RECOMBINATION SURVEY, �Rg h4 STATE OF NORTH CAROLINA
/1 ,4:4-
IN THE NEW HANOVER COUNTY REGISTER OF WALMART STORES, INC. - LOTS W7 & W8,
•
�+ \ �wti COUNTY OF NEW HANOVER
if
DEEDS OFFICE IN MAP BOOK 29 AT PAGE 188. PART OF LOTS 11-16, MYRTLE GROVE FARMS, PROPERTY CORNER IS
LOCATED ON ELECTRIC :VC
3
ko ` INC.", DATED JUNE 4, 2001 AND RECORDED IN �� TRANSFORMER -��\ I, __ _ _—_ — _, REVIEW OFFICER
al pi �.,.. .J 9A,� THE NEW HANOVER COUNTY REGISTER OF \ OF NEW HANOVER COUNTY, CERTIFY THAT THE MAP OR
DEEDS OFFICE IN MAP BOOK 41 AT PAGE 236. 0 \
\ \ / PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
1 to —� p Pq Ve ,� / STAUTORY REQUIREMENTS FOR RECORDING.
LOCATION MAP SNEEDEN EASEMENTS o ACcesS oIPF I
P NOT TO SCALE PRITCHARD EASMENTS Ripe P.:
1
LOWES/ZIMMER ACCESS EASEMENT AREA l LOWES ACCESS EASEMENT AREA / / I REVIEW OFFICER
Tut DEED BOOK 2825, PAGE 295 DEED BOOK 2825, PAGE 276 h� S7 m
M 006' 3
�������� ANDERSON ACCESS EASEMENT AREA ES-3 SNEEDEN ACCESS EASEMENT AREA S7 e /
�� AREAS �W---> DEED BOOK 2825, PAGE 295 DEED BOOK 2825, PAGE 276 31g 6 THE NEWTE OF HANOVERPROVAL COUNTY®Y THE PLANNING PLANNING
DIRECTORDIRECTOR;
jig EBY
(CALCULATED BY COORDINATES) t4/ $ /
• / � ANDERSON ACCESS EASEMENT AREA p /
ei = 11 573t SQ.FT. tn
APPROVES THE FINAL PLAT OF THIS SUBDIVISION.
i ,
OR 0.266t AC. �"' �' DEED BOOK 2825, PAGE 295 :0
n o) • IRS G DATE PLANNING DIRECTOR
= 36,521t SQ.FT. "B- 1
CONTROL
/ OR 0.838+ AC. PARCEL "O— 1 " CORNER
�---� LEGEND
I CERTIFICATE DISCLAMING WATER/SEWER SUITABILITY
COMBINED LOT = 48,094+ SQ.FT.
CMF = CONCRETE MONUMENT FOUND El
OR 1.104f AC. i0
NOT WITHSTANDING NEW HANOVER COUNTY APPROVAL OF THIS PLAT, LOTS
N SHOWN ON THIS PLAT MAY NOT RECEIVE HEALTH DEPARTMENT APPROVAL FOR
0 IPF = IRON PIPE FOUND N I ON SITE SEWAGE DISPOSAL SYSTEM, NOR FOR INDIVIDUAL WATER SUPPLY
PACREL B-1 = 56,855±SQ.FT. -o IRS = IRON ROD SET • N ( SYSTEMS.
OR 1.305+ ACRES N
�� ZIMMEP, DEVELOPMENT CO. c
PARCEL B-2 84,370±SQ.FT. 3
OR 1.937+ ACRES I® LOTS w1, W2, & W3
�-/ MAP BOOK 40, PAGE 319 V) N
OWNERS CERTIFICATES
PARCEL B-3 = 41,856±SQ.FT. PAUL PRITCHARD, AS TRUSTEE h S70�6, / N CERTIFICATE OF OWNERSHIP. DEDICATION AND JUttISDIC iION
•
la OR 0.961 ACRE c� N USCOE PERMIT S7'. ° �-
LOTS W4, W5, & W6 Z E I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND
cp' NO. 200200010 N
PARCEL B-4 = 55,812tSQ.FT. MAP BOOK 40, PAGE 32101 � DATED NOV. 20, 2001 37 I DESCRIBED HEREON AND THAT I HEREBY ADOPT THIS PLAN OF SUBDIVISION
OR 1.281 f ACRES Q7 / 4•$g'
ss SANITARY SEWER r� / - WITH MY OWN FREE CONSENT, AND DEDICATE ALL STREETS, ALLEYS, WALKS,
/ / • PARKS AND OTHER AREAS TO PUBLIC OR PRIVATE USE AS NOTED. FURTHER, I
LOTS B-1 TO B-4 = 236,893f SQ.FT. w WATER LINE v� +�^n 404 WETLAND CERTIFY THAT THE LAND SHOWN HEREON IS LOCATED WITHIN THE PLATTING
OR 5.,8934t AC. c`u / AREA / I JURISDICTION OF THE COUNTY OF NEW HANOVER, NORTH CAROLINA.
PRITCHARD EASEMENT Q to / IRS
TOTAL AREA = 286,987± SQ.FT. °' •
. .
SNEEDEN EASEMENT o
OR 6.588± ACRES v Z \ w ; O I DATE SIGNATURE OF OWNER
•
QQ J W.)
PARCEL "B-2 w CERTIFICATE DISCLAIMING WATER/SEWER SUITABILITY
w
c, . 3 ` , ~ NOT WITHSTANDING NEW HANOVER COUNTY APPROVAL OF THIS PLAT, LOTS
ZP NO.116, LLC 0 g v;p SHOWN ON SAID PLAT MAY NOT RECEIVE HEALTH DEPARTMENT APPROVAL FOR
,. IRS
PARCEL "B" m 0 Z V- I ONSYSTEMS.SITE
SEWAGE DISPOSAL SYSTEMS, NOR FOR INDIVIDUAL WATER SUPPLY
MAP BOOK 40, PAGE 91 3 i
(VDEED BOOK 2825 PAGE 209 o
/�� LOWE'S HOME CENTERS, INC. o I 0 DATE SIGNATURE OF OWNER
PARCEL "C" A170 06, o CMF
N
''\ MAP BOOK 40, PAGE 91 �� S� kr o I CERTIFICATE OF DISCLOSURE — NEW HANOVER COUNTY FLOOD PLAIN
v\ DEED BOOK 2825, PAGE 242 CID. 2 w 11.4 c----. / d 3 USCOE PERMIT o ^ I MANAGEMENT
8,ls• N7n• �- No. ?On20001 n ,Y T
i✓6 / o era HErcLa'I' C1 RTIFi "i-'4T PRIOR TO ENTERING ANY A•>,RE,-IvIEN or
\ \ �� / S,'•� DATED NCV. 20, 2001 w
CJ •--• O Q
• CONVEYANCE WITH A PROSPECTIVE BUYER, I SHALL PREPARE AND SIGN, AND
\ • •443 /\ rr In Q THE BUYER OF THE SUBJECT REAL ESTATE SHALL RECEIVE AND SIGN, A
,O IRs't 1S �\;70.0_4,04
•
• . .—• o J 0 STATEMENT WHICH FULLY AND ACCURATELY DISCLOSES THAT THE SUBJECT
Mj I . REAL ESTATE, OR A PORTION OF THE SUBJECT REAL ESTATE, IS LOCATED •
h • WETLAND e Z 3 0 WITHIN A FLOOD HAZARD AREA AND THAT THE BUYER MUST SATISFY THE
• Sss I AREA c`' 1)CO `t Ct KJ/ REQUIREMENTS OF THE NEW HANOVER COUNTY FLOOD PLAIN MANAGEMENT
�3� 0
2 w Qi REGULATIONS PRIOR TO THE ISSUANCE OF CONSTRUCTION PERMITS.
?°39? \\ PARCEL "B-3." S7"e w M :''
•FA\`S N 7"W 0 ` , . 2os off, o II N I SIGNATURE OF OWNER
,,. a: , DATE S 25 06 5 G
IRS `' 35.36 \
ACCESS EASEMENT .. • / ; IRS U
tR5 . ?� 4' SURVEYOR CERTIFICATIONS
RD
\ ' A-� s,®bs,ss"E S63'15'49"E J� ^� r
CERTIFICATE OF ACCURACY AND MAPPING
\ ill
�� 565�28'43"E ?g•9¢' 14.16' ss
\ �NksOnOs�S7 a I, DAVID M. EDWARDS, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
<1°. 28.13' 56315'49"E Nc e W 129.
" �� SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
IRs 19.95' 'I NIT 2g 0 N56'19 57 W .
'��gy ¢ "8-4 " I DESCRIPTIONS RECORDED IN THE REFERENCES NOTED ON THIS DRAWING). THAT
*�, IRS Ss IRS 86.60' PARCEL THE BOUNDARIES NOT SURVEYED ARE SHOWN AS DASHED LINES AS DRAWN
•�. ``' Pq�O © 3 Z FROM INFORMATION NOTED; THAT THE RATIO OF PRECISION IS 1:25,000; AND
THAT�� �p ZP N0.116, LLC \_ \,\ Access AMENDED, WITNESS PLAT ASM PREPARED IN
SIGNATURE,
WITH G.S. 47-30 AS
/ PARCEL "C" 10'h Pq D/?' REGISTRATION AND SEAL THIS DAY OF __�--_ ,—,
• MAP BOOM. 40, PAGE 91 ze\ �o A \ �\ 0
I A.D., 2001.
IRS \ DEED BOOK 2825, PAGE 242 7.4oJ CCfss oR/� \\ s -S N56'19'57"W 0 0
�\ \
a
h� \ s 71,57' O � I DAVID M. EDWARDS, P.L.S.
7-''' \ \ . 0ID Q REGISTRATION NO. L-3901
ART STORES, EAST, INC. ' • \ \� y`' ©\
WAL-MART I; N U
PARCEL W-4 .S r3 ss5 9is- \ cV -.
MAP BOOK 40, PAGE 319 / r1 E �� IRs N45'31'00"W
DEED BOOK 2897, PAGE 1567 �4C' ry�b' ^^0 s 3 CEA- '
Z I Z
(;(`-
''.1.' f
�° NO EASEMENT OF N411, . � \ � RECORD FOUND ;7 M ; I, DAVID M. EDWARDS, CERTIFY THAT THIS SURVEY CREATES A SUBDIVISION OF
CD
�,. GG � LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN
R=aso.00' \ F4 e' O �,�+ = ORDINAN4- / ACE THAT REGULATES PARCELS OF LAND.
L= 53.63USCOE PERMIT L-65.52' 1 DRILL HOLE SS sq F7 ' ^ NO. 200200010 • 54CH3 7'40E N SO � s wN3574 06 EDATED NOV. 20, 2001 \ 7' 1 s`� 0/ b I DAVID M. EDWARDS, P.L.S.
•
52.97 CH. 6� 4p4 WETLAND � .g , {yORNER IREGISTRATION NO. L-3901
AREA IRS 50.66.
/ 70.96' / 4810 ���,� :I
IRS
- N86'49 25 W
•
/ 0 /S35 24'OB•W
131+ 0 \ PRELIMINARY DRAWING
/ /
,� ,� J / DO NOT USE FOR
/ h��h •
s.., . �b� \\ �''` I CONSTRUCTION, RECORDATION,
• / •
P• 5 , q, \ \ � CONVEYANCES, OR SALES
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/ • P�'�• IRSI 9r��9\ 501� \w°r+ i o� 1,3
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41
oe<t PG'Gc' 9 ZP NO.116, LLC \ I \\ I I 1. THESE PARCELS ARE LOCATED WITHIN FLOOD ZONE "C" AS DELINEATED ON
�� GF t,Q1•� QP �`'� PART OF PARCEL "A" 41 I
to' UTILITY EASEMENT
THE CITY OF WILMINGTON, NC FLOOD INSURANCE RATE MAP PANEL NO. 370168 •
41
�'� QP�•F-��0�. , MAP BOOK 40, PAGE 91 I I D.B. 1118. Pc. 294 �_ I
. Q� g00,� sh DEED BOOK 2825, PAGE 242 0090 E DATED SEPTEMBER 3, 1992. ZONE C DESIGNATES AREAS OF MINIMAL
,� PQ 000 ° (EXCEPTING DEED BOOK 2897, PAGE 1575) ,�
Z. A. SNEEDEN'S FLOODING.
/ PV 4�p / (PARCEL W-2 - MB. 40, PG. 319) V `� SONS, INC. 2. NO NCGS MONUMENTATION WITHIN 2000 FT. OF SUBJECT SITE.
p� / �j \ DB. 1401, PG. 1732
3. THE CURRENT ZONING FOR THIS PARCEL IS B-2 CONDITIONAL AND IS
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/ / \ Phi
SUBJECT TO THE CITY OF WILMINGTON ZONING ORDINANCE. LAST AMENDMENT
IRFW . \ f ---/ DATE JANUARY 5, 1999.
\Z . / I
, . r _
,PRO.ECT MANAGER DRAWING SCALE RELEASED FOR DATE• . . ,` RECOMBINATION SURVEY , V
1
909 MARKET STREET OWNER
DDE t"-50' WILMIN(910) NC 24203 • •D►aE PROJECT DATE (TON, 762-4203 APPROVALS LLC — PARCEL B & PARC:::::RoLWIN:
DME 12-03-0, ZP NO. 116, LLC ZP NO. 116,APPRO D BY PROJECT NUMBER or DICKSON Asheville, Nc calumbla, sc BIDDING111 PRINCESS STREET PART OF MRYTLE GROVE FARMS, INC. (DG. 87)
DME 10423.00 Engineers•planners • Surveyors Atlanta, GA Hickory, NC CONSTRUCTION WILMINGTON NC 28401SOUTH COLLEGE ROAD — NC ROUTE
REV, NO. DESCRIPTION DATE FILE NAME PLOT DATE Landscape Architects Boca Raton, FL Raleigh, NC MASONBORO TOWNSHIP, NEW HANOVER COUNTY,
REVISIONS �OTS-SUED V12-04-01 Charlotte, NC Wilmington, NC RECORD DWG. 1 J l

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`�` ,A� SHEET 1 EXISTING CONDITIONS & DEMOLITION PLAN
SHEET 2 DIMENSIONED LAYOUT & PAVING PLAN
SHEET 3 o GREENeRIgR `-- SHEET 4 URILIDTIYGPLANAINAGE & EROSION CONTROL PLAN
Rp SHEET 5 LANDSCAPE PLAN
��,�0 ) a SHEET 6 IRRIGATION PLAN
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�> SHEET 8 MISCELLANEOUS SHEET 7 MISCELLANEOUS DETAILS
DETAILS
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/ / NORTH CAROLINA ENVIRONMENTAL
\ . MANAGEMENT COMMISSION
DIVISIO OF WATER QUALITY
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DEC 1 G. 2001
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PROD # < ;Yof /2c�c
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d 1 i + ,c iiI ii * 1 ELOCATION MAP +�4 ��� WK WILMINGTON, NC
62 2800
- - 19742 ;; 2 DICKSON
SCALE Asheville, NC Columbia, SC
( NOT TO SCALE ) "• • ....'i;J Wx....01.2• `��:� 9SurveyorsAtlanta, GA Hickory, NC
�` E%i O Engineers•Planners •
'�jr••.•••• . � `�• Landscape Architects Charlotte, NC Raleigh, NC
',,,.h'O!_AS N Wilmington, NC
/ V 4., 4 Li_LC ' 1 ilit,( 4./ t 1P'e---'
PROJECT # 10558.00.WL
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' /OO�V1�� �• �% � LEGEND
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/ // / ' 24 = EXISTING CONTOUR
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/, !/ r - .few-- . ,1 cT 1 C%' 25.50 = SPOT ELEVATION
rJ �/' J / �C T&
' t DISTURBED AREA
' % \ f' .,e. r o = EXISTING DRAINAGE CULVERT W/�'C?' J \ MANHOLE OR JUNCTION BOX
! G ` EX MANHOLE ��/ / j t� = CURB INLET W/ INLET PROTECTION
;`' RIM=29.00 5 - r \ j �' .r-wail
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fy/ , /ram' INV=19.19 j` ` — — = PROPERTY LINE
!r' � ' # a 24 = PROPOSED CONTOUR
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f w = PROPOSED WATER SERVICE
PROPOSED SEWER SERVICE
/ / if, /12' / r / ,i,*;
i U1;r" EX JUNCTION BOX !/ ✓
/ —G G PROPOSED GAS SERVICE
/ / N RIM=26.10 /ti /` j t
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/// .e �'r INV=19.77 ' 1�,::, \ / ' UE —UE = PROPOSED ELECTRIC SERVICE
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1'! /
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``�` .,_ n I fir/, j ✓� I,1 / GENERAL NOTES
'11.11//1:1
i y ` =; � ������ _ ,/,,' / f 1. EXISTING CONTOURS SHOWN ARE BASED ON ROUGH GRADING PLAN PREPARED FOR
�, \ ZIMMMER DEVELOPMENT COMPANY.
,,, / c/i V
;� �\ ' .J;' i / % ',% 2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
i:
::
��� `` �. �i �!' `� ' ' \ ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
/'
`f_ _..` ' �\ �\ \ y;'l �J\ �''/ / ~`� CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
` \ \SS \ N ` . .,./
!/;' � ; , / `` OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
N I r I +'' `' UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
•
� .
� , J� ski 1 4,` l ; ! a° \
l OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES THE CONTRACTOR
-.. IF \ ` / \�" ` ----- it,/! ;/ `� ` �' SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
> tee,
�� / :,; 'S ` �,- �� Z� 11 f i LINES INCLUDING LOSSOF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
s `
NI N /' SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
\\\ v' i
G /
_-. co7 CABLES, WATER LINES, ETC...
I /
' ,'``\,� �/ S �, / / i / 3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETAIONS OF THE DEPARTMENT
`' ` ' =�_ \ f %' I OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
- \ -�"' /
�. -. �'�', .� /� � / ;'(r OCCUPATIONAL SAFETY AND HEALTH ACT.
.`� �` �-.I 0 /,, ry 4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
= a �� -_ ?��` � r \ "r 11 - `° THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
' �_ =:� =�-t `� ` I �' . \ DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
~-`� �. "� �� '���_ r.. ~ '0 `� OR OTHER ADEQUATE PROTECTION INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
'
,� ``.,, / �" ~ c V ` ''N THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
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\� #ems` �.
` \ CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
' �_ \ \ MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANULAL ON UNIFORM TRAFFIC CONTROL DEVICES"
r `` / ` -1`` J
BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE.
\ / \' , 6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD OF
�� „`' �., F ` ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
. ,` '- �' ' ` 7. CONTRACTOR SHALL CALL NO-CUTS AT 1 (800) 632-4949 AND ALLOW NO-CUTS TO LOCATE EXISTING
`` sj ' R UTILITIES BEFORE DIGGING.
A 2. �.--° .,--,, 8. THERE ARE NO WETLANDS ON THE OUTPARCEL
`N. 9. THE EXISTING GRADES SHOWN AND THE RIM AND INVERT ELEVATIONS OF EXISTING STORMDRAIN STRUCTURES ARE'� FROM THE ROUGH GRADING PLANS ENTITLED "MONKEY JUNCTION OUTPARCELS 1-4 DATED 10/23/01.
l
PROJECT MANAGER DRAWING SCALE RELEASED FOR DATE �.����CARpt J +,tip'.
MNH 1"=D20'RAWING
WI909 MARK T STREET �' 'oy ` ` ARBY S RESTAURANT — MONKEY JUNCTION
DRAWN BY PROJECT DATE pik_. WK [phone] APPROVALS �� sEaw : :``' ® EXISTING CONDITIONS 8c DEMOLITION PLAN
AMO 11/13/01 FOR
APPROVED BY PROJECT NUMBERvw DICKSON BIDDING : 7�742 ; RTM SC INC. ARBY'S RESTAURANT AT MONKEY JUNCTION
Asheville, NC Columbia, SC Z�
MNH 10558.00.WL Engineers•Planners • Surveyors Atlanta, GA Hickory, NC CONSTRUCTION � ��'.�4I 4N .�a1$ LX3
REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE Landscape Architects Boca Raton, FL Raleigh, NC ik lesr„••.GI,�...•`•����.•� WILMINGTON NC
REVISIONS
f 10558C01_BASE Charlotte, NC Wilmington, NC RECORD DWG. I. "-PYCLAS'Cv ', 14 PERIMETER CENTER EAST, STE. 1430 ATLANTA, GA, 30346

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�� f• GENERAL NOTES
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/ PROJECT DATA
oo I. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM A TOPOGRAPHIC SURVEY
00 %/ SITE AREA = 0.96 ac N (41,836 SF)
A
ZONING = B2 HIGHWAY BUSINESS CONDITIONAL USE PERFORMED BY WK DICKSON & CO., INC. THE EXISTING CONTOURS SHOWN
NX-Xi /7 BUILDING AREA = 3000 SF ARE ASSUMED ELEVATIONS BASED UPON THE PROPOSED ROUGH GRADING PLAN
Z :: ' IMPERVIOUS AREA = 31,629 SF PREPARED FOR ZIMMER DEVELOPMENT COMPANY. EXISTING CURB GRADES
�nm /!` 44
PERCENT IMPERVIOUS = 77% WERE SURVEYED AT THE LOWE'S PARKING LOT AND ACCESS ROAD.
� § ilPARKING REQUIRED = 34 SPACES
F � 'l PARKING PROVIDED = 52 SPACES :2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE
Sa0 Et m MAX. BLDG. HEIGHT = 40 AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF
�Zo r PROPOSED BLDG. HEIGHT = 25 FT UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
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o11. / 20 0 20 40 60 DEVELOPER/APPLICANT CONTACT:
o�Eo W BRIAN ARNOLD 3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE
y�oW RTM OPERATING COMPANY, AND LOCAL CODES.
cq = ``,r INC.
o:moo f� Scale: 1" = 20' 14 PERIMETER CENTER EAST
=Z�> 7 7 - �` „` / SUITE 1430 4. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
~w�a TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
r m W / °' ATLANTA, GA 30346
roam ` i`r RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
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ZOO /��'' 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
oZoa ' /� ;! . AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
zWmm ;� ;;, SITE CONSTRUCTION NOTES
�o&� i f l 1. MATCH EXISTING CURB AND GUTTER AT DRIVES. 6. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
0o�i �\(7 7 2. CONSTRUCT 2'- 0" CURB AND GUTTER PER DETAIL SHEET. SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
oUw \�;/ //-i >>g, 3. INSTALL WHEEL STOPS PER DETAIL SHEET
3Fz� �" h h 4. CONSTRUCT CONCRETE WALK PER DETAIL SHEET. '7. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
•Q�a R20 0 ryN \ 5. TRANSITION FROM ASPHALT TO CONCRETE PAVEMENT UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
.--~�W % PER DETAIL SHEET.
+ �� 6. PAINT TRAFFIC ARROWS PER NCDOT STANDARDS. 8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND / OR MATERIAL
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O000 ,, 7. CONCRETE PAD IN FRONT OF DUMPSTER AND CONCRETE DUE TO CONSTRUCTION OPERATIONS.
"� : '� FOR DRIVE THRU ISLE TO HAVE BLACK DYE PIGMENT.-J �s `` ` `�J a � 9. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
I� , �• UTILITY COMPANIES 10. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
/ 2 ';_, // OF THE PROJECT AND AT LEAST ONCE AL WEEK DURING CONSTRUCTION.
y � � CAROLINA ONE CALL 1-800-632-4949
/ 2-0' apt \" . no , CITY OF WILMINGTON: "
o �.�'' WATER & SEWER 910-341-7884 11. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS
/ �r'p �"� 9 plb
` , TRAFFIC 910-341-7888BROOM CLEAN AT ALL TIMES.
//
�ii !t r p, , g 9 0' �* CAROLINA POWER AND LIGHT 1-800-632-494912 THE SIGN CONTRACTOR WILL ERECT AND ILLUMINATE SITE IDENTIFICATION SIGNAGE PER
///
��1 0 9.0, Ft5 o N.C. NATURAL GAS. CO. 910-763-1636
\,(//„._ / �� + g BELL SOUTH 910-392-8712 OWNER'S SPECIFICATIONS. SEE ARCHITECTURAL PLANS.
-----.._� ° " 0 �� TIME WARNER CABLE 910-763-4638
/ / ,I /4•0, / 9-0' o_ NO-CUTS, INC. (LOCAL UTILITIES LOCATOR) 910-392-5444 13. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT GRADE
/,/ ' ,;-4') /- S 7 o �► UNLESS NOTED DIFFERENT ON PLAN.
7i,//l L)) (2° i ° 10'0, V �-6'�r' '14. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE.
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d ° , 15. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
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ir ° ° O •+ \ DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER
it (11/
d/1 it -.....„.., oo_ sy AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH
J THE SPECIFICATIONS.
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j // a a °d o0 CO.o ° `j + �5p �� oo. ly 16. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL
/ / t R� N o 0 R o, C---- DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, DRIVEWAYS, CULVERTS,
J J ° -.. I` 1.\. CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE
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�`, DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE
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+ �q�' ° �� 1S S, REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.
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o' � t 20p / 17. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE YELLOW REFLECTIVE MARKINGS AND
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° .11 5 o ® 00 O, + + RSHALL CONFORM TO NCDOT.
•
18. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO
° ° o ;,,' NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR
0A COMPLETE AND WORKING SYSTEM.
° ° `c ''' 19. CONTRACTOf; SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE
�� ° EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
lil y;,. 4 ° //1 GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
0 - CONCRETE
�` ` TRANSMITTAL LETTER TO THE ENGINEER.
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20. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
4.4141041404
�./,��; r• CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
O
o 0 •.?' t '".9 O ,, GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
-- 1141444044,iiii 60.n' ^) •o. ' „If) ,J` BE MADE WITHOUT THE PERMISSION OF THE OWNER.
21. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
\ `> LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
:-- '! SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
i C D •,� EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
�2 "/ ® ctj �, NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO;" REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
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~ ��� A FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
`� ``� ` TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
F ' ~� ^� CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
,' „ .,/' r ` :22. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
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.23. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
>. ' r 24. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB.
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-, � ,,..�. :25. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS
�_
_. �� NOT TO INTERFERE WITH SIGHT DISTANCE NEEDSOF F S G D S CE EE DRIVERS IN THE PARKING AREA AND
�� AT ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS.
/
\, ��� \� r- � .26. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS & STANDARD PRACTICES.
r%l • i i -, r,� :27. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
.�:�.. t `� OF CURB UNLESS OTHERWISE NOTED.
_ _ ,:<)
r �� J :28. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
`� APPLICABLE STATE, COUNTY, AND LOCAL CODES.
\�\ ~_`' ,./\`--, 29. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
/ EQUIPMENT, ETC., THAT MAY BE REQUIRED.
' ,- \; 30. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING AND BUILDING DIMENSIONS.
;.' \,moo \ '�.• . , 31. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
\ \ \ �. E` .
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
'
\ '� ',,":::-_--:,/,` ` 32. EXISTING CONTOURS ARE ASSUMED CONTOURS BASED UPON THE ROUGH GRADING
~' ,,4 ` ' ~ PLAN PREPARED FOR ZIMMER DEVELOPMENT COMPANY.
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PROJECT MANAGER DRA4NNG SCALE 909 MARKET STREET RELEASED FOR DATE `:ilk%
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MNH1"= 20' WKWILMINGTON, NC 28403 .. _ ARBY'S RESTAURANT - MONKEY JUNCTIONDIMENSION LAYOUT 8c PAVING PLAN
DRAWN BYPROJECT DATE (910) 762-420() APPROVALS
AMO 11/13/01poik. ,
19742 m FOR ,
APPROVED BY PROJECT NUMBER DICKSON BIDDING : �� `® p , RTM SC INC. ARBY S RESTAURANT AT MONKEY JUNCTION
Asheville, NC Columbia, SC •� J', I 1 °® Q
MNH 10558.00.WL • ?` • rI ,. ,
Engineers•Manners • Surveyors Atlanta, GA Hickory, NC CONSTRUCTION �, +., (�'�NE �. o
REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE Landscape Architects Boca Raton, FL Raleigh, NC %~�y'•••°.''Np�` `� 14 PERIMETER CENTER EAST STE. 1430 ATLANTA GA 303��6 A!)LM I N GTON, N C S
REVISIONS 10558C01_BAS Charlotte, NC Wilmin;ton, NC RECORD DWG. i4 OLAS 1 1 1

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oN •Z I �� / / / 1. CONSTRUCT CONSTRUCTION ENTRANCE PAD.
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4sWmW 2. INSTALL SILT FENCE AS SHOWN ON THE PLANS.
ZJ=°' TC=29.15 3. INSTALL STORM DRAINAGE AND INLET PROTECTION.
a= / TE�v1PORARY SILT FENCE / 4. GRADE AND EXCAVATE FOR BUILDING PAD AND
ct .d tl / // _ FOUNDATION AREA.
oZrw '` ,a / � 5. INSTALL ALL UNDERGROUND UTILITIES.
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1 `�\ �w 7 DISTURBED LIMITS 6. INSTALL CURB AND GUTTER
7. FINHFINEGRANGSITE\ 28 _, /ROOF DRAIN INV=24.50 J `-;- 9. PAVE PARKING LOT
TC=28.3 30 LF 15" fiCP 10. SPIG, SOD AND PLANT UNPAVED SURFACES WITHIN
�J / EX MH _ �`� T ® 0�5O% 15 DAYS OF BRINGING SURFACES UP TO FINAL GRADES.
,/ NEW RIM ELEV=29.4 ' 11. CONTRACTOR SHALL CLEAN AND RESTORE TO
8" SDR 35 JVC R F DRAIN r, / 1 N R .R CURB INLET PRE-CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE
/ / PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED
pAik I �\ RIM=26.8DUE TO THE FAILURE OF THE EROSION MEASURES.
-- INV=22.65
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0 12. AFTER SITE PAVING, CONTINUE TO MAINTAIN PERMANENT AND
� u ` TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
TC=30.0 ,' �' TC=29.5 / \�\ TC=27.3 f, AND APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING
TC=29.8 1 �� '�t TC=27.6 DEPARTMENT.
J ; ,� 13. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES
( �} i UPON APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING
' / / \\ DEPARTMENT.
`- 1 TC=30.2 TSW=29.0 cHIGH SPOT NEW\RIM ELEV=27.35 `� `-
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_ TSW=29.0 'r `,
EX TC=30.660.7 / / / ,. Atii, �, TSW=29.5 �♦ •` ,,,,,4‘
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,f/ AzeTI a29. TC=29.5 ° ,, ;' 4041firf!!!)16"-
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INV-25.5 1,P;#7:7,'-'-'11°-' ;',', '
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/ ° TC/:/ =29.57 TC=29.5al
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EX 36 RCP Cj' ..----.."........-----...\,
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/� ' , Y. INV=25.4z . ° \ .\1
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> ' / //V�s ° \, �C NSTRUCTION
'' L28.6° ��Q _ � �},, TC27.7 �' E TRANCE
�-�J j f ° ° d \� L ° �� C '. 29 LF 15" RC "
t i ,� , �/Q t ri CAD 0.5 / /
EX M H f 1 ° ° EL=29.6 ``,� 2 ��� -'r:1 f `�
dQ 9 C= 7.8 � CURB INLET
NEW RIM ELEV=29.5 .. °
/i. ° ° ° �. 41111\ RIM 26.7 f
° ;11111411111111 ,...EL=29.6 ` INV 22.65 `�
C/ /1( 4.0 4a 4 _, a ° `� T =27.4 l/; TC= 2
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° EL=28.45 EL=29.0 �y oh f /
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'`= ��� a 28 TC=29.1 \ b fir,
,� �. i TqF 27.8 / ,
tfit �` \ CURB INLET " % ,/.<`3'--' / t /
EL=29.30 -� �_\ '� RIM=26.7
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INV=23.12 TC=27.7 /._ THIGH 0 ,�. TC=277 .',:riiii'l/
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CURRENT N
PREPARED IN
I HEREBY CERTIFY THAT THIS PLAN HAS BEENRE ED
�_ �. RECEIPT OF "AUTHORIZATION-TO-CONSTRUCT" ANY CLEARING, GRADING, CONSTRUCTION OR
,,r , ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY STORM
-� • DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE
;/ LANDSCAPE ORDIANCE THAT WAS
�, \ WATER DESIGN MANUAL AND
:� ! APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH
IN EFFECT BEFORE JULY , 2001.
�~' --- �f f cro CAROLINA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART 5
OF THIS PLAN. AS THE OWNER, WE ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION
`. NOTATTEMPT TO SIGNATURE: �y.i.r
`� N All OF NEW HANOVER '4
i � AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. WE WILL �. , f � v-�2._
s 3 TRANSFER THIS RESPONSIBILITY WI OUT THE WRITTE AUTHORIZATION
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PRINTED NAME AND TITLE. f
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AND TITLE: I L ?- ��
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PROJECT MANAGER DRAWING SCALE 909 MARKET STREET RELEASED FOR DATE �•1` � 1*• �,��', � •• �
MNH 1"= 20' WK WILMINGTON, NC 28403 APPROVALS
yARBY S RESTAURANT - MONKEY JUNCTION GRADING DRAINAGE AND EROSION CONTROL
DRAWN BY PROJECT DATE [phone] 'fi
SEAL r
AMO 11/13/01 BIDDING 1974 .' ® FOR ,
APPROVED BY PROJECT NUMBER Ip I•r DICKSON Asheville, NC Columbia, SC , � •, , � �;..�„� �` RTM SC, INC. ARBY S RESTAURANT AT MONKEY JUNCTION
MNH 10558.00.WL Engineers•Planne9S • Surveyors Atlanta, GA Hickory, NC CONSTRUCTION ' -A�®•., I W. , ���,o WI LM I N GTON NC [xi
REV. N0. DESCRIPTION DATE FILE NAME PLOT DATE L¢�dsc¢�eArchtitects Boca Raton, FL Raleigh, NC
Charlotte, 14 PERIMETER CENTER EAST, STE. 1430 / ATLANTA, GA, 30346
REVISIONS 10558C01_BAS Charlotte, NC Wilmington, NC RECORD DWG. ®�,_ ,��

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I Z USE ON FLAT Co GRADES 2 8" 11
o f i AND + UNDER I EXISTING GROUND ,/ f
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o - - \ / *.,> �\,<//`\/���/ // /,• / X//\. 7 �/ /i /�// STAKES
zoo DEPRESSED o ' N \,•�\/` '',\ \/\', //'/e/7//`>, \ \\'/ %�\/Y\\i< `//i<//`<///< / %` ‘ ` ' COMPACTED BACKFILL TO
z 0 LU \ o o / /i`/`i`y/ /i/i``/i/`i`i /i` >i //i``/ `/i``/ /``r�`i / // / ' \
GUTTER LINE Wo o �// ��` ��/` /`'`' ` \\� `i \` / /`'`/i,�< / \//// 95% MODIFIED PROCTOR
D a �- \ i�ri �i\//\/i//i ///T/ /j✓�///`/ `/ // //`/�/ /i//j` \ \
ELEVATION \ `/ > /` �{ �` \\` ' \ \ \\ IF UNDER PAVEMENT /-
_ � � � '�> > � > > FORMED HOLE FOR #4 REINFORCING BAR
• 5' �� %A �\/•,'„,://AA/\\/j j�AA/�`/\//AA jAA//AA//A/„\,,j�VA//��/ SILT ,,
&zo NORMAL CURB AND GUTTER ON LIGHT GRADES VIEW WHEN 8"x 6" CURB I / /\/\/\/\/\/\/\/\/\/ /\/\\/\/\/\/\/ / 2 MIN. LENGTH (TYP. EA. PARKING CHOCK)
IA IS USED IN PLACE OF HOOD I ` �, \ r\,\ , ,\/\r\r\r\ ,/ \/. r ,\ r. ��,, FENCE 0
o z a \ \//r/\//\//\//\//\//\/` \////\ \/\//\//\//\ \ 1 STAKE AT
0o�0 NORMAL PLAN %% \//�j\\/�/\\j\ \/,,,` /\\,,_Y/„j\ /j�//� GROUND 1 DRIVE REBAR FLUSH WITH TOP OF CHOCK.
ow CURB AND GUTTER \ / / / / / / / / / / r / / /\' \ EACH CORNER
� WR GUTTER \` \ \ \ \\ \ \ \ \ \ °\ \ \ \. \ \ \ ,
W z�' LINE USE ON GRADES WITH CATCH BASIN ON STEEP GRADES \/\ •/ ./ / // // / / /// /\�// //�\\// / \ \,>
0. 2� AND OVER E /�/ //// ///\////////\//\// // //\//\//\\/\//`/%\� \' co _
nW�a \ \\ \ \ \/\\ \\jam\j\\/���\/\/j\/��\ . \` \\� COMPACTED BACKFILL TO X __
i-�``' - 1 #4 BARS "v" m /� / /\\/\\//\//\\//\\//\\/\\\/l\\/l\//\//\//\�/\\/�\/�� \//\% + 6„ ' STANDARD PRECAST CONCRETE PARKING CHOCK
��Wm , II EQUALLY SPACED Q /\\ /`/`////////// ///`Y//�// // ///\//\///\//` /\ /\/ 90% MODIFIED PROCTOR A / A _ */
oaoo - -10 co t ifl „ Q \\ \\\/\\ \\%/\%j /j/\\j%`�%�%�%\\%�% %\ \ . '\\ . C5PIINXI G �I
a 0 DEPRESSED ` 3 > \/ \/\�\�\�\�\�\\ \\/\\/\\/\\/�\\/`/ `/.!\/
1.J 12"� MAX GUTTER LINE I „ >, II S 6 // /�\/ // /j//j//i/ /j/ / / %/ ///// /\\N' /`..
z o o w �' #4 BARS V #8 BARS W , 1 -�1 -1.5 \ \\�� \j , \�j\\/\\j\\\/\\ �/\\ ��/\\ \�j \ \\ i \ -,-
-~ 4 BARS „U„ / \/\/\\\ /\�/\/\/\/\/\/\/\/\%/ 4
4
ci o d o ELEVATION SECTION R-R j - W / \ / /\\//\/\�/,/ \//\�\/\//\\//\�// / N/
'DO \�� \ \\,\,\\,\\,\\,\\,\\,\ \ \\ \\ \\ o WHEEL STOP
z P m i.m NORMAL CURB AND GUTTER ON STEEP GRADES R R : Q \.7/ \ //\//\//\,,,,„ �\\/\�\/\�/\\\//\\/ \ \//
oo0� II I #4 BARS "U -11- cn� // \/\//\//\\/\/\/� ;\ / /\//• SILT FENCE
Y a a 3"---i I 3' Li_ \` \ \° \ \ \ \ \ \\ \ \ \ \ '�►�- SECTION A - A
owNx �� Q� \ // // //\//\//\// // //\//`//\ \Y' SLOPE WALLS TO ANGLE OF N. T.S.
Lo L , c°� /� ////\/////\/j`/j`//\%/\//�//\/j`/ / REPOSE OF SOIL OR AS NOTE: FOR CURB INLETS AND DROP INLETS
•o"iyiaF \ \ \\%\\\\\%\%�\ \\%`%�i /\. APPROVED BY THE ENGINEER
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0 W I \�l\ /\/\/�/ \ \ \ \\/\\/ \/\`/
=z . \//\/ / / / ` DROP INLET PROTECTION
otAoR SECTION S-S } S E /, y COMPACTED PIPE EMBEDMENT
0. YZ 1 I= \\`\\\ j\\ /�j/� \\/\ TO 90% MODIFIED PROCTOR
000� �/ \/ �i\i \/i\\ • N. T.S.
J PLAN OF TOP SLAB w \ \ \\,/, / / \\/�\, \ ,\ BEDDING "CLASS B" FOR
//\/ //\//� j��j \\//\` DIP AND C-900 PVC VARIES ,
MIN. DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN `\\/\\ \\\\�\. \\\\/\\\\ / ` -� FLUSH W
\ ' / •/\ \� \ COMPACTED GRANULAR MATERIAL ` 6 -O 6 -0" --
DIMENSIONS OF BOX AND PIPE COVER REINFORCING BRICK MASONRY H1 CY/ ADD TO DEDUCTIONS /\//\ \/\\ /\\/j\\/j / \/
CUBIC YARDS OFFOR ONE PIPE ` / \ / \:/ _ •/\ \i \ IF REQUIRED BY THE ASPHALT
PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT DIMENSION BARS-U BARS-V BARS-W TOTAL CONCRETE IN BOX H1 FT.HT. FT. HT.
D A B C G MIN. H1 H2 E F NO.LENG1HNO. LENGTH,NO. LENGTH LBS. TOP SLAB FLOOR TOTAL CU.YDS.PER FT.HT C.M. R.C. co /\/ :' � � /\\ ENGINEER I'm SOLID
12" 3'-0" 2'-2" 2'-4" - 0.281 0.281 0.748 0.321 0.321 0.0198 0.032 I \// / •�'�_ / r / /\\, J a
15" 3'-0" 2'-2" - - 2'-6" - 0.281 _ 0.281 0.802 VE 0.321 - 0.0308_0.047 \ \/
1$" - - 2'-10" - 0.281 0.281 0.909 MINAB H1 0.321 - 0.0442 0.065 \\ \ \/\/\/ \j\/ /\\/\\
24" - - 3'-4" - 0.281• 0.281 1.070 0.321 0.0784 0.113 /\ / / / DIMENSION °a4 a
/ \ LINE ONLY SLOPE SLOP.E'�, 4
30" 3'-4" - 3'-2" VARI 1'-10" 4'-4" 4 1'-6" 3 4'-1" 3 4'-1" 45 0.147 0.374 0.521 1.205 0.378 0.108 0.1224 0.170
36" 3'-10" - 3"-8" ABLE 2"-4"" 4'-4"' 4 2'-0" 4 4'-1" 3 4'-1" 49 0.187 0.415 0.602 1.586 0.403 0.108 0.1760 0.238 PIPE WIDTH +24" 1 aZI
42" - 4'-5" 4"-4"" 2"-1"" 3'-6" 4 1'-9" 3 3'-3" 3 -3'-3" 38 0.135 0.373 0.508 1.811 0"321 0.391 0.117 0.2400 0.323 --- z J ° A 4
48" 5'-0" 4'-10" I 2'-8" 3'-6" 4 2'-6" 4 3'-3" 3 3'-3" 40 0.173 0.410 0.583 2.147 H2 0.420 0.117 0.3131 0.422 TRENCH BOTTOM �, 90. 0 4 4 4
4 ,3
54" 3'-0" 2'-2" - 5'-7" 5'-4" 3'-3" 3'-6" 4 3'-0" 6 3'-3" 3 3'-3" 48 0.211 0.448 0.659 2.511 0.449 0.117 0.3958 0.535 N I N• v < 4
I Mk
STANDARD PIPE TRENCH DETAIL N
N
0.0.4110, " � imsmit N. T.S. o
N o
A ��' - GENERAL NOTES:
MONIME -.-8" _ 48'v r. B wa---8 1" ASPHALTIC CONCRETE SURFACE •
f _ - MORTAR JOINTS 1/2". 1/8" THICK. HANDICAP RAMP
- CLASS "B" CONCRETE TO BE USED. COURSE, NCDOT 1-1 1.00'
- `� �: = - THE POURING OF FLOOR SLAB TO BE 4" WIDE WHITE- N.T.S.
PAINTED LINE (TYPICAL) -� „0•75'
_ �_ == 4- _ � '� D � = ACCOMPLISHED BY FORMING. (NON-REFLECTIVE)
1� ± - DEDUCT FOR PIPE OR PIPES FROM TOTAL "
io -: = CU. YDS. OF BRICK FORMING. V" al
En s - ALL CATCH BASINS OVER 3'-6" IN DEPTH i ' Pli;� 2 BINDER COURSE, TYPE H BINDER
___
1 „ - SHALL BE IN ACCORDANCE WITH STD. 640.66.
- USE TYPE "E", "F", & "G" GRATE UNLESS '.' , ,et �'
OTHERWISE INDICATED. " CRUSHED AGGREGATE BASE COURSE
I- T END ELEVATION •.,� -.�► __. % OA& HANDICAP SYMBOL DETAIL
- JUMBO BRICK WILL BE PERMITTED. CONRETE
SIDE ELEVATION WHERE 30" TO 36" PIPE IS USED BRICK OR 4" SOLID CONCRETE BLOCKS MAY BE %�/ '�`\` / \ // A
WHERE 42" TO 54" PIPE IS USED. SECTION J-J USED IN LIEU OF CLAY BRICK. /%/\% '\,%V,'�/ / /' / \ /; N•T.S.
SECTION M-M - IF REINFORCED CONCRETE PIPE IS SET IN /\//\\\/ //\\/\\/\\ /� /\ •\/\. •/ %\`i\. /\/. \ COMPACTED SUBGRADE
BASE SLAB OF BOX, ADD TO BASE AS SHOWN E ON STANDARD 840.00. (95% STANDARD PROCTOR)
E -� - FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL,
_ OVER 8'-0" IN HEIGHT USE 12" WALL TO
• eL'.1 '1 OF WALL, AND 8" WALL FOR THE LIGHT DUTY PAVEMENT SEC TI ON
REMAINING6'-0".
� . T. S. 17'M1IM , g , J ACCORDINGLY. A
L` i ..�.I 1 I; �� VARIES AS DIRECTED BY ENGINEER (10' MAX.)
11111ranraLIMr �;.�; 4 r TOP STRAND MIN. #10 GUAGE # / 12" 12" /STAY WIRES MIN. 12-1 2 GUAGE -
I RESERVED RESERVED
w PARKING PARKING
PLAN PLAN w < L / ,.,/ MUTCD •4Lfi
, NIUTCD
jj R ' ' I$"1F2 x 18" I SIDEWALK
l � A N N' �: J N ��//ii..,d/�/ /%ii/.„d/(f.:/� .4 I //\ / \ \\,
Y i i aoi:o Y .i B �. ` iL / PAVEMENT \ 12:1 MAX.
8„ 8>, ■ 8" :--8" % /`/ / /'`/ / / '`/ `% / / `/ / % `/ `/ T �, J ..•,,. 2" ,\\\-- CURB
_ A I. m I. _ D \! \\,, \ ,,,\/\. \/\/\/\\/\/`\/\ \/\/\/\, \ \,,,/ o
1. IM ��! l�Il� \ j\// \j %/\ UA . R7„8a SECTION A-A
' ��=I�a \\ \, BOTTOM STRAND MIN. 10 GUAGE /
12 x6
-.--- � :��,m.. \ # \ `` i� o ACCESSIBLE
OUTLET X \\, !i,• ;\// ` '.'"' '1-2"
WHEELCHAIR RAMP (DROP CURB
SECTION Y-Y PLAN C° SECTION X-X �j ��� >// /\ rMAXIMUM� iR7C8R,
� 1 MAXIMUM �
\ice / v // ' PENALTY qtNil5._ToY 9' N, T•S.
CATCH BASIN //A/ ij� 12 x9
NOT TO SCALE `,"/, %/\ _Hip_ _XV
=TREATED 2x4 SD009.DWc STEEL OR WOOD POST - '`/ /' L
%X'\
0 [PAVEMENT/GRASS O
I III. 1-IIITIIIMI±LIII- /__
FILTER FABRIC
o z 111� = L NOTES:
o NOTES:
LI 111_ C.I. BOX 1. WIRE SHALL BE A MINIMUM OF 32" IN "
Q `'' & COVER MONG SWEEP WIDTH AND SHALL HAVE A MINIMUM OF 6 " FILL SLOPE p
LINE WIRES W/12" STAY SPACING 1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90. P
GROUND LINE i.I / ;',i O
i -_____._ = AS REQ'D TO REACH 2. FILTER FABRIC SHALL BE A MINIMUM OF I >. 2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS. Jt G4 as ,,£
OPTIMUM DEPTH 6N " c' THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER. �%
,,, 36" IN WIDTH AND SHALL BE FASTENED \/ g 0'
0 IIII �`��� ADEQUATELY TO THE WIRE AS DIRECTED "'�` v //\ 3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM QJ
MIN. / // �
�� BY THE ENGINEER \ \�• . \ COMPRESSIVE STRENGTH OF 3000 PSI. - s. t
45' r 3. STEEL POST SHALL BE 5 0" IN HEIGHT 1 %Cif /\ //// /��//�� �/\ 4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061 T6 AND IN CONFORMANCE ,• p
// f- o , ;\\'\\\ \\ \ \ WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES. ; �N P \�
AND BE OF SELF FASTENER ANGLE /\ / /\/\/ \/
NIPPLE PER COUNTY �I��I) STEEL TYPE o_ o // ! / /; �/ //.\% //, 5. TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A k f aJ
MAIN I \' \\ \ SUB-RESISTANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE, SKOTCHCAL" 6" MI
REQUIREMENTS COMBINATION `ti 4. WOOD POSTS SHALL BE A MINIMUM OF 6' o I w N %j % j / , //,\ /�
GLUE CAP ,� \ .\ \ . \ \ TRANSPARENT FILE #639 OR APPROVED EQUAL.�--, IN HEIGHT AND 3" OR MORE IN DIAMETER o v, / \ \�
48" BURY CG WIRE FABRIC SHALL BE FASTENED TO WOODEN o ' >� i /\/ \ ,'/\Y '\/ ' 6. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED
\ \\ BY 3M COMPANY OR APPROVED EQUAL. COARSE AGGREG E� '�
POST WITH NOT LESS THAN #9 WIRE STAPLES /\ \�
1-1/2" LONG , !\' 7. SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS PLAN VIEW
//\ \/ ANCHOR FILTER FABRIC SKIRT SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75"
NEW HANOVER COUNTY STANDARD NOTES: /\/A\ AS DIRECTED BY THE ENGINEER SPACING BETWEEN LINES.
��\/�\ 8. CORNER RADIUS OF SIGNS SHALL BE 2.5"
1. SERVICES SHALL BE PERPENDICULAR TO MAIN AND 9. ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH. 50' MIN.
TERMINATE AT RIGHT OF WAY LINE. SERVICES IN GUIDELINES FOR TEMPORARY SILT FENCE DETAIL 10. MOUNT ON BUILDING OR METAL POST AS DIRECTED. 6" DIVERSION TO DIRECT RUNOFF FROM R/W
CUL-DE-SAC ARE REQUIRED TO BE PERPENDICULAR
TO THE MAIN, OR MUST ORIGINATE IN MANHOLE AND N. T. S. H AN D I CAP SIGN DETAIL SECTION VIEW
TERMINATE AT THE RIGHT OF WAY LINE.
2. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL N. T.S. TEMPORARY
BE CONSTRUCTED OF CLASS 50, D.I.P., PROTECTO 401
CERAMIC EPDXY LINED. CONSTRUCTION ENTRANCE
SEWER SERVICE DETAIL N. T.S.
N.T. S.
J
PROJECT MANAGER DRAWING SCALE 909 MARKET STREET RELEASED FOR DATE �') �L.:*'..r;
`' ARBY'S RESTAURANT M0NKEY JUNCTI0N /MNHAS SHOWNWILMINGTON, NC 28403 ( �,a� �`�MNHPROJECT DATEIlk_ WK [phone]APPROVALS __ Ct
MNH 11 13 01 BIDDING 1742 MISCELLANEOUS DETAILS
APPROVED BY PROJECT NUMBER DICKSON
. FOR
Asheville, NC Columbia, SC RTM ScC, INC.
D E A LS
DED 1055800WL Engineers•Planners • Surveyors Atlanta, GA Hickory, NC CONSTRUCTION �'� �'Io�, /� .•�
REV. NO DESCRIPTION DATE FILE NAME PLOT DATE Landscape Architects Boca Raton, FL Role'gh, NC Y/•'••.�.+++, . '` �� 8
REVISIONS DETAILS.DWG Charlotte, NC Wilmington, NC RECORD DWG. �►,���ypLASN�Q, ' ` 14 PERIMETER CENTER EAST, STE. 1430 / ATLANTA CA, 30346

u_' a
XY
W�� MAINTENANCE PLAN
0
i0
z Z a 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
r'' OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN FINISH CONC.
Wow PRACTICES AS DESIGNED ONCE EVERY WEEK. AN. SHAPE
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL TO DOME
SHAP W/
J% EROSION CONTROL MAINTENANCE REQUIREMENTS: 4 DIA. STEEL PIPE-- SMOOTH FINISH. '
W 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.2 1HT0RCBD TAANY SEDIMENT THAT IS TRACKED
WITH
AN ADDITIONAL
FILLED CONCRETE
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING W/ TWO COATS OF PAINT
moo, INTO THE STREET WILL BE IMMEDIATELY REMOVED. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. 1/8"
o z 0 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND RAD. 1/8
p�cn 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN CANOPY COLUMN
oar TO MAINTAIN A BARRIER. ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL _ ° ° ° °° 1" 4"
°z 0 PRACTICES AS DESIGNED. ° °
W-J0 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED OVERHEAD CANOPYIIII °
�0za ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, - - -
,,-0 3. SEDIMENT WILL BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN IT BECOMES ABOUT 0
of-� DENSE VEGETATIVE COVER. - O
�oo,, 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY N ° e ° I 1/2" JOINT 1/8" RADIUS, TYP.
w � J TO MAINTAIN A BARRIER. `-I a _ a .PROP.A CONCRETE i� SEALER
NZo� 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING GRASS I ° DUMMY GROOVE
W�a EXPANSION JOINT CONTRACTION JOINT
_��> STABI_IZATION NOTES TO SPECIFICATIONS IN THE SEEDING SCHEDULE TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
X0wm
<qoo0 1. ALL SLOPES WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PAVING -
VARIES 3000 PSI
Q.0Q PHASE OF GRADING.
•F=JW
" SET POST- : 1 I ..:I O 1/
CONCRETE
?ooa 2. ALL OTHER AREAS WILL BE STABILIZED WITHIN 30 DAYS OF CEASE OF 18 X18 CONCRETE I -�- 1/4" PER FT.
ov,oz ANY PHASE OF GRADING. IN CONCRETE :J 4_'I N SET POST 6" ° °
�z 0 CENTERLINE OF I:-1 1-J ° 4
OwU
�WmW PIPE BOLLARD L:uIJ IN CONC.
z J=m
282J SEEDING SCHEDULE " SECTION VIEW
o�Nu)
Z 1. ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY SEVERLY ERODED AREAS SHALL BE
00W 6"
FZ� STABILIZED WITH A PERMANENT GRASS COVER. THE SEED SPECIES SHALL BE SELECTED BASE[) ON CONSTRUCTION SEQUENCE: a ° a
�Q�Q THE TYPE OF SOIL PRESENT, SEASONAL CONDITIONS AND OTHER CONSIDERATIONS. AS AN PLAN ELEVATION 4,. a ° I°'-6"-
���W ALTERNATIVE, THE CONTRACTOR MAY USE METHODS AND SCHEDULES SHOWN BELOW; HOWEVER, IT 1. CONTRACTOR TO NOTIFY NEW HANOVER COUNTY ENGINEERING DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION. (341-7139) _ _ •
;Wzcc IS RECOMMENDED THAT A SPECIALIST BE CONSULTED WITH ATTENTION GIVEN TO SITE SPECIFIC 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. • a ° ////////
a�(nZ CONDITIONS. 3. INSTALL ANY EROSION CONTROL MEASURES INCLUDING THOSE AT STAGING AREA(S). 9" , �45,• „ "`
00oN A. CULTIVATE AREA TO A DEPTH OF 5". 4. CLEAR SITE, BEGIN GRADING, EXCAVATION AND PIPE LAYING
B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE. 5. INSTALL SEDIMENT AND EROSION/TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES MUST BE PIPE •BOLLARD DETAIL '� ` •
C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE. IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA. N.T.S. •� .�� •• • • ,._
D. SOW GRASS SEEDS AT THE FOLLOWING RATES: 6. IMMEDIATELY UPON PIPE INSTALLATION, ALL DISTURBED AREAS ARE TO BE LEVELED OUT, SEEDED, AND MULCHED. DISTURBED AREAS ARE NOT TO LAY EXPOSED
LONGER THAN 15 DAYS.
DRY SOILS (APRIL - SEPTEMBER) WET SOILS (APRIL - SEPTEMBER) 7. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. TURN-DOWN SIDEWALK
KIND RATE PER ACRE KIND RATE PER ACRE 8. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE-CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY BE DAMAGED DUE TO THE
FAILURE OF THE EROSION CONTROL MEASURES.
KOBE
BERMUDA
GRASS 30 LBS. CARP GRASS LBS. 9. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT.
BE LESPEDEZA 20 LBS CARPEETT GRASS 255 LBS
GERMAN MILLET 25 LBS. GERMAN MILLET 25 LBS.
1 2' EXPANSION JOINT- MAX. 50' O.C.
& BETWEEN STRUCTURES
EROSION CONTROL NOTES:
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE. 1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973. ASPHALT 4,000 PSI CONCRETE
F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE 2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME.
OF 300 GALLONS PER ACRE. 3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER. 6" CONCRETE
4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE
2. WHERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT SEDIMENTATION, AND SHALL BE BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT.
PERIOD OF TIME, DUE TO SEASONAL CONSIDERARATIONS, A TEMPORARY COVER SHALL BE 5. SEDIMENT AND EROSION/TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL _ �� ‹-
AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS. 7- ��► I 12"�Q ,�� GROOVED CONTRACTION 5,_0„
ESTABLISHED. THE TEMPORARY SEED RATE PER ACRE SHALL BE: 6. OVER THE DURATION OF THE PROJECT, THE OWNER'S REPRESENTATIVE WILL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS >,�_ •0 _ _ JOINT
WINTER (SEPTEMBER - APRIL) OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER'S REPRESENTATIVE SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY A ?VA
THE SITUATION. /\,' �\\\/� . / //\</\�!
GERMAN MILLET 50 LBS. �� „ �_ „ . \/ \` PLAN VIEW
ANNUAL RYEGRASS 50 LBS. 7. CULVERTS, DITCH-LINES, OR RIP-RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL //\ ► `6 6
TALL FESCUE 50 LBS. OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE. '/�'N1. �' ' //
TEMPORARY COVER WILL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER. /\\�\�\�\ '\lb \ , COMPAC D SUBGRADE
OR CONCRETE WALK DETAIL
WHERE THE SEASON OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY // // //
EROSION RESISTANT COVER, MULCH MAY BE APPLIED: HOWEVER, MULCH USED ALONE WILL NOT N.T.S.
BE ALLOWED. A TEMPORARY OR PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS ASPHALT TO CONCRETE PAVEMENT TRANSITION
SOON AS CONDITIONS ARE FAVORABLE. SUMMER (MAY - AUGUST) N . T.S. EXPANSION JOINT 8 10' O.C.)
/ 17.5' /- 17,5' /
3. IRRIGATE AS NECESSARY TO OPTIMIZE PLANT GROWTH. SEE DETAIL '1' -� �.---., 8" BLOCK WALL FINISH NOTE:
\ IN. 1" DEPTH
' , \ CONTRACTOR SHALL CONSTRUCT ENCLOSURE WITH `
ao i 1 4000 P.S.I. CONCRETE
A BRICK EXTERIOR TO MATCH BUILDING FINISH.
-\ 'I CONSTRUCT FOOTING TO ACCOMODATE BRICK Q 6" DIAMETER •ri a CONC. FILLED 6" X 6" W2.0 X W2.0 W.W.F.
9' CHAMFER (TYP) 6" `L--'I� EXTERIOR ON BLOCK. REFER TO ARCHITECURAL ,, BOLLARD - PAINTED 1•ff0 4 "• •'
BOLLARD C w �••. tkopj .4- DRAWINGS FOR ADDITIONAL DETAILS. • •� ` MIN. 2' DEPTH
$'-D" HIGH D I � e� i 0 lea am
A w FOOLING 4,000 !' Tie " V0 00 • 6" C.A.B.C.
FlLL W/ CONC. PSI CONC. F DAY . • .�
GENERAL NOTES: (TYPICAL) ^ 62 Q • •� •
SLOPE , ; >_,_ / / /\,N N, � „7,/,/,�/
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT B 1 N 1/4" PER FT >\\ \\ \\ \\ \ \ \ \\ \ \
THAT A 15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN MINIMUM 4"-\ \/�\��\/\ \ \\Z\\/ COMPACTED SUBGRADE
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE #5 BAR (TYP.)
USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED -`�� 6" BOLLARD 6" BOLLARD 8" BLOCK F-
a.
(95% STANDARD PROCTOR)
BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING. '� � � \ 5'-0" HIGH y REINFORCED CONCRETE DETAIL
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR - \ i ; % (TYP.)
In
FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED N \ '- - . 1 i cN •
` �\ N
BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED. -
ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALL BE FILLED \ ` __-��/ L-J N.T.S.
WITH JOINT SEALER. DETAIL "1" (SIM)
co
EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT •> '
INSULATED ENCLOSURE (R=8.0)
TO ALL RIGID OBJECTS. - / 12"DIA.(4") / (HYDRO COWL OR APPROVED EQUIV.)
18"DIA.(6")
1/2" R 18" i o \ ' ' 42 7/8" FOR 2" BFP
\Di 6" DETAIL 1 BOLLARD FOOTING
3" R 1/8" R 1"L.
32" FOR 1" BFP
L ,
Ni 10
1 �� (�'� 6" THK. CONCRETE \ / \
1 B m LAN
�, _ 4000 PSI MIN. OR #5 BAR 32" O.C. NOTE:
A AS SPECIFIED IN SEE WATER CONNECTIONcy \_,,_4'' THE GEOTECH REPORT 8"X8"X16"BLOCK W ---..-IBRICK EXTERIOR DETAIL FOR LINE SIZING. WATTS MODEL 900
6"
i I ° GATES-CORRUGATED METAL DUR-O-WALL EVERY ON BLOCK - m aa. OR EQUIVALENT
LEVEL t
WITH METAL BRACING SECOND COURSE. FILL CELL SEE FINISH NOTE m
WITH CONCRETE. THIS SHEET IN °_ �'
24" #5 BAR CONTINUOUS 1 2" EXPN. JOINT #5 BAR CONTINUOUS cc ce o
DOUBLE GATE DOUBLE GATE (TYP) / (TYP) © "i _- - __- _- DRAIN PORT
____ 6X6-2.9X2.9 WWM s N -�1�1111=�=' -I�III� _- ` _-IIII�IAll�l-„Z�\
(TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND `� /1 = ' ,I / AT MIDSLAB �� d(�X AT MIDSLA T6-2.9X2.9 WWM - RN. GR. N a _ _ l 11
OR AS SPECIFIED BY THE APPROIATE CITY/COUNTY ENGINEERING 8" SPLIT-FACE N 1 a •\ \ I�I /11 �i i II "RED HEAD"
DEPARTMENT OR THE DESIGN ENGINEER.) BLOCK - COLOR \ // I EXPANSION
// 6" HK. CONCRETE ° o lo
4000 PSI MIN. OR d X °X N >r ANCHORS
TO MATCH BLDG. / AS SPECIFIED IN 'C `�� ` I I (TYP.)
a� / / _ HE GEOTECH
/� \ / \ / - -=I T I III _: X _ - X.-Lf X X x, X x x x x' X X x , x -
2 4 CURB AND GUTTER 6; BOLLARD - / / � .�►► REPORT I'iii l Il' - # ,
\ /. L �. i1Z � 6 HK. MIN. -,ITI ° Th ( o, oNb oG o '
(REVERSE SLOPE) $-D" HIGH ! �. �Tcl I, ICI ,��1-11 l " = Leo 0 o0 �i
To III-III-' 6 THK. MIN. CRUSHED STONE z
rent K t -,'
N.T.S. �� IL ,; 12" 6" CCRUSHED STONE
AS NE 6"� 12" 12" 6" SPECIFBASE IED ASR N \
r / 4" MIN. 6x6-W2.9xW2.9 WWF
„ -SLEEVE FOR SPECIFIED IN THE GEOTECH /6" 12" ao -EXIST. GR.
1/2" R 18„ GATE STOP HE GEOTECH REPORT SAND-CLAY BASE pp p BB
6 > > > -COMP COMPACTED SUBGRADE
SECTION 'C' SECTION 'D' 55 X 6" CON.
. PAD FOR 1,.2BFPFP
SECTION A SECTION B (SEE SECTION 'B' FOR SIMILAR NOTES) NOTES:
3„ R 1/8" R
` 1 1. FOOTINGS SHALL EXTEND 18"
7),,,,,
i//
NOTE !! - CONTRACTOR SHALL PROVIDE PHOTOGRAPHIC OR EXISTING GRADE
�, MINIMUM BELOW ADJACENT
SIMILAR ACCEPTABLE EVIDENCE TO THE OWNER'S CONSTRUCTION BELOW FROST DEPTHS PER. SEE SOILS REDUCED PRESSURE B A C K F LO W P R E VE N TE R
4 ° 7" MANAGER UPON COMPLETION OF STEEL PLACEMENT. LOCAL
EP RT FOR SANY ADDITIONAL
I ° 0 DESIGN CRITERIA. N . T.S.
2. BLOCK ENCLOSURE SHALL BE 8"
SPOT-FACE BLOCK, PAINTED TO [OR PER LOCAL STANDARDS]
24"
--n . MATCH BUILDING COLOR UNLESS
NOTED OTHERWISE.
CONCRETE DUMPSTER PAD DETAIL
24" CURB AND GUTTER
N.T.S.
N .T.S.
•
♦ \.) CA O
PROJECT MANAGER DRAWING SCALE RELEASED FOR DATE 1J l
MNH AS SHOWNpik_. 909 MARKET STREET I ��P ARBY'S RESTAURANT - MONKEY JUNCTION
WILMINGTON, NC 28403 APPROVALS SEAL
MNH PROJECT DATE [phone] ; # a FOR
MNH 11/13/01 ,1 w
APPROVED BY PROJECT NUMBERriw WK
DICKSON BIDDING 1s=742 MISCELLANEOUS DETAILS
DED 1055800WL Asheville, NC Columbia, SC 'la%; V IM 0 : R TM SC, INC.
Engineers•Planners • Surveyors Atlanta, GA Hickey, NC CONSTRUCTION :' 7 'P ►� �;•REV. NO. DESCRIPTIONDATE FILE NAMEPLOT DATE Landscape Architects Boca Raton, FLRoleTh, NC 'I' + E`' ���� [:/!///;;://
REVISIONS DETAILS.DWG Charlotte, NC Wilming gin, NC RECORD DWG. .04 f�p,A/AS' ` 14 PERIMETER CENTER EAST, STE. 1430 ATLANTA, GA, 3034�