SW8061115_APPROVED PLANS_20071010

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 G lk S
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE f)wq N (0
YYYYMMDD

MCDONALD I
SITE INFORMATION
SITE ADDRESS: 4301 MARKET STREET
OWNER/DEVELOPER: MCDONALD'S REAL ESTATE COMPANY
McDONALD'S REAL ESTATE :COMPANY 4601 SIX FORKS ROAD
SUITE 200
RALEIGH, N.C. 27609
4601 SIX FORKS ROAD F 326-42 E. �5 76-9716
SUITE200 DESIGNER: COMMERCIAL SITE DESIGN, PLLC
• 8312 CREEDMOOR ROAD
RALEIGH, NORTH CAROLINA 27613
mc onai RALEIGH , NORTH CAROLINA 27609 PH.:[phone], FAX[phone]
ZONING: RB
(919) 878-4285 EXISTING USE: FAST FOOD RESTAURANTW/DRIVE-THRU
OPROPOSED USE: FAST FOOD RESTAURANT W/DRIVE-THRU
R BUILDING SETBACKS:
SITE ADDRESS : 4301 MARKET STREET FRONT.............. 0FEET
SIDE............................... 0 FEET
REAR............................. 15 FEET
WILMINGTON , N O RAT H CAROLINA L I N A 2840 3 PARKING REQUIREMENTS: MAXIMUM= 1 PER 2.5 SEATS OR 1 PER
65 SF OF PUBLIC USE AREA
MINIMUM= 1 PER 4 SEATS OR 1 PER
80 SF OF PUBLIC USE AREA
PROJECT NUMBER: M G D 0 5 18 4,984 SF-(KITCHEN AREA) 522 SF-
(BATHROOM AREA) 432 SF=4,030 SF
t
+ 1,000 SF PLAYLAND=5,030 SF
CITY OF WILMINGTON NOTES: LOCATION CODE : 32-0016 MAXIMUM= 1330BU BUILDING
O ,000
1.) PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING PLA BUILDING + 77
PLAYLAND/65 SF= 77 SPACES
O WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES AND NO CONSTRUCTION MINIMUM= 1 PACES
WORKERS, TOOLS,MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION Zg.AUGUST 1 2006
5,030/80 SF 63 SPACES
� FENCING.
�uj2.) ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAYAND FOR DRIVEWAYS ARE TO BE
J THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS. PARKING PROVIDED: 56 HANDICAP SPACES
REGULAR SPACES
U 3
McCELLAND DRIVE McCELLAND DRIVE 3.) NOT USED. 59 TOTAL SPACES
ui j TRAFFIC CONTROL DEVICES(INCLUDING SIGNS AND PAVEMENT MARKINGS)IN AREAS OPEN TO SITE AREA: 60,459 SF OR 1.39 ACRES
4.)
W PUBLIC TRAFFIC ARE TO MEET MUTCD(MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) - DISTURBED AREA: 57,527 SF OR 1.32 A ORES
D STANDARDS. EXISTING IMPERVIOUS AREA: 4 6 F 9 R S O 7
C WOOD ¢ PROPOSED IMPERVIOUS AREA: 43,914 SF OR 1.01 ACRES OR 73% 1z
Q� 5.) CONTACT TOM PLATT WITH TRAFFIC ENGINEERING AT 341-7888 TO ENSURE THAT ALL TRAFFIC
SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN ON THE PLAN.ADD A NOTE TO CALL TRAFFIC
W BUILDING AREA: 6,358 SF
SITE Y Y.ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE ,
F P ET RIGHT-OF-WA _
WATER: CITY OF WILMINGTON UTILITIES
AY 17_MARKET SIRE 6.) ANY BROKEN OR MISSING SIDEWALK PANELS WILL BE REPLACED.
HIGHW W 7.) CONTACTKAREN DIXONAT341-7868 TO DISCUSS STREETLIGHTING OPTIONS. UTILITY CONTACTS
a: ,l SEWER: CITY OFWILMINGTONUTILITIES
Z 8.) PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION CONTROL I TAX MAP NUMBER: R04914-002-026-000
P.OR,J� ¢ REQUIREMENTS. WATER HE ST TE HAS GIVEN CANNOT FINAAPPROVAL.C RE MET
ALL 343-3910 FOR INFORMATION.AND T WATER: GAS: BUILDING LOT COVERAGE: 10.5 %
CITY OF WILMINGTON NORTH CAROLINA NATURAL GAS
tD W 9.) IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE 305 CHESTNUT STREET, 5TH FLOOR 1321 SOUTH 1,0TH STREET HEIGHT: 20'(ONE STORY AND ONE UNIT)
W Y FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE(RPZ)BACK FLOW WILMINGTON, NORTH CAROLINA 28402 WILMINGTON,�NORTH CAROLINA 28401
3 PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. ,
CONTACT JAMES BONSER TELEPHONE: [phone] CONSTRUCTION TYPE:. ]Z B
10.) ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE C17YS CROSS TELEPHONE: [phone]
CONNECTION CONTROL REGULATIONS.CALL 343-3910 FOR INFORMATION.
11.) ANY BACK FLOW PREVENTION DEVICES REQUIRED B Y THE CITY WILL NEED TO BE ON THE LIST OF STORM DRAINAGE: ELECTRIC: ERGY INDEX TO DRAWINGS
305CHEST
VICINITY MAP APPROVED DEVICES BY USCFCCCHR OR ASSE. ILMINGTON PROGRESS NUTSTREET, 5THFLOOR CONTACT.- UI DER SERVICES
NTS WILMINGTON, NORTH CAROLINA 28402 TELEPHONE: [phone] C-1 TOPOGRAPHIC SURVEY
CONTACT:BENJAMINADAY
TELEPHONE:[phone] C-2 DEMOLITION PLAN
SANITARY SEWER: TELEPHONE:
CITY OF WILMINGTON BELLSOUTH C-3 SITE PLAN
305 CHESTNUT STREET, 5TH FLOOR CONTACT.- CUSTOMER SERVICES
cl) WILMINGTON, NORTH CAROLINA 28402 TELEPHONE:�866) 620-6900
a CONTACT. JAMES BONSER C-4 GRADING/EROSION CONTROL PLAN
E - TELEPHONE: [phone]
t0
C-5 UTILITY PLAN �a"" ""`
"4 Awsm in ac o�a n�w�tn thes Carotins
�Per a ocouments k
the stormweter permw'40 desl4net
Opnalruetlon
C-6 DETAILS ,,,p;er quire tnet tM stormwater sY�ntyily with the
N t during conaltuetbn;ce'I" wnh tM
SITE BID NOTES: vla^"ndaP ' rNtY '°°e°e)L/z2
X 1. THE COST TO EXTEND UTILITIES TO THE CONNECTION POINT/S TO BE REFLECTED IN THE CONTRACT 13. GENERAL CONTRACTOR TO FURNISH A"HERE WE GROW AGAIN"SIGN.SIGN MAYBE USED ON FUTURE 23. GENERAL CONTRACTOR TO REVIEW EXISTING STREET IMPROVEMENTS,REPAIR/REPLACE AS REQUIRED C-7 DETAILS stcrmwoN ru. Oate 07
SUM.ANY REQUIREMENTS OTHER THAN IMPACT, TAP FEES PAID DIRECTLY TO THE PURVEYOR ARE THE PROJECTS PROVIDING IT IS MAINTAINED IN GOOD REPAIR. THIS SIGN MUST BE POSTED WITHIN 10 BY LOCAL JURISDICTION. Fo Dy,�pn of D
c GENERAL CONTRACTORS RESPONSIBILITY CALENDAR DAYS OF PROJECT START.IF NOT,A$500.00 DEDUCT WILL BE TAKEN FROM THE CONTRACT
AMOUNT. 24. GENERAL CONTRACTOR TO PROVIDE AS BID ALTERNATE, "LAMP BLACK-(MIXED IN TRUCK OR C-8 DETAILS $hNt#
1 y �`-�-
2. GENERAL CONTRACTOR TO PROVIDE 4"PVC SLEEVES TO FACILITATE IRRIGATION TO ALL LANDSCAPE EQUIVALENT(12 POUNDS/CUBIC YARD)DYE FOR ENTIRE DRIVE-THRU LANE AND TRASH DUMPSTER � C-'��
AREAS. POWER AND CONDUIT TO EXTERIOR VICINITY OF IRRIGATION CONTROL VALVE BOX SHALL BE 14. MINIMUM ASPHALT PAVING CONSIST OF A 6"LAYER OF AGGREGATE ROCK BASE,2"LAYER OF PAD AND APRON. C-9 DETAILS 9 (p --7) C - I I
PROVIDED BY GENERAL CONTRACTOR. VERIFY LOCATION WITH PROJECT MANAGER. AGGREGATE ASPHALT(BINDER CEMENT BASE PAVEMENT AND A FINAL 1"LAYER OFAGGREGATE
IN ASPHALT CEMENT BASE(SMOOTH)FINISHED SURFACE.SOILS REPORT SHALL CONTROL IN MORE 25. INSULATION UNDER THE CONCRETE FLOOR AT COOLER/FREEZER AREA SHALL BE BID AS OPERATOR
3. GENERAL CONTRACTOR WILL BACK FILL AND GRADE ALL LANDSCAPE BEDS TO A COMPACTED MINUS 4" STRINGENT CASES.FINISH ROLLING SHALL CONTINUE UNTIL ALL ROLLER MARKS AND IMPERFECTIONS EXTRA ON THE BID DOCUMENT PROPOSAL KITCHEN EQUIPMENT LINE. /'+
nj TOP OF FINISHED CURB,INSURE BEDS ARE FREE OF FOREIGN MATERIALS AND DEBRIS.CONTINUE TO AREELIMINATED ', C-1O MENU BOARD DETAILS
FILL BEDS WITH TOP QUALITY SOIL TO 1"BELOW TOP OF CURB,FOR PROPOSED LANDSCAPE SOIL,SOD 26. ALL LOT LIGHT WIRES TO BE CONTINUOUS RUN FROM PANELS TO THE LOT LIGHTS WITH NO SPLICES.
o AND MULCH TO FINISH FLUSH WITH CURB. 15. IN CASES WHERE CONCRETE PARKING LOTS ARE APPLIED,CONCRETE IS TO BE IN COMPLETE (CHECK SPECS) " f *-
CONFORMANCE WITH MCDONALD'S PLANS AND SPECIFICATIONS INCLUDING SOILS REPORT. 1 �+ �+ & T rtt
N 4. GENERAL CONTRACTOR TO ADHERE TO SOILS REPORT AS BASIS OF SITE WORK FOR ANY POOR SOILS C- ! 1 SD DETAILS -" MI SC" DE TA A L +"
REMOVAL AND REMEDIATION, UNDERCUTTING, OR ROCK REMOVAL. THE GRADING PRICE SHALL INCLUDE, 16. ALL SIDEWALKS AND CONCRETE PARKING LOTS INCLUDING DRIVE-THRU LANE SHALL CONSISTS OF
°) THE SITE TO THE PROPOSED ELEVATIONS AS INDICATED ON THE SITE PLAN.SHOULD ANY UNUSUAL SCORE LINES/EXPANSION JOINTS AT NO GREATER THAN 8'FOR SIDEWALKS AND NO GREATER THAN L- Iq
LANDSCAPE PL N 'c f e "
3 PROBLEM AREAS BECOME EVIDENT,NOTIFY THE PROJECT MANAGER TO CONFIRM THESE AREAS. CHANGE 20.ON CENTER FOR CONCRETE PARKING LOTS AND DRIVE-THRU LANE.PROVIDE PRE-MOLDED (�01 'l
a ORDERS FOR ANY POOR SOIL REMOVAL AND REPLACEMENT(SOIL REMEDIAL),SHALL NOT EXCEED 7% DRANSION JOINT FILLER,FINISH WITH RESIDUE FILLER FOR ALL SITE FLAT WORK. u"CT S Q ll��
L-2 LIGHTING PLAN �� rI a�D ,� „�,.yy�y �o�,
U OF THE TOTAL COST IN PLACE OF LABOR AND MATERIAL. CONTRACTOR SHALL PROVIDE UNIT COST FOR f,
BID MINIMUM
cb UNFORESEEN POOR SO/LS REMOVAL AND REPLACEMENT AS ALTERNATE. 17AB
S.F.AT EACH DOOR WITH REMAINING THROUGHOUTT AS BID ALTERNATTE.INCLUDE TILE PRE-FRAMED REVISIONS: ,/
5. PROVIDE ALL CONDUITS AND WIRING, SEPARATE CIRCUITFOR MENU ORDER STATION AND DETECTOR MOLDED EXPANSION FILLER DIRECTLY CENTERED OVER SIDEWALK EXPANSION JOINT. TC I CONCRETE BLOCK SH CORRAL DETAILS '
p UNIT THE DETECTOR LOOP SHALL BE INSTALLED IN THE DRIVE THRU PRIOR TO POURING THE - 1Q 9-28-06 UPDATE BUILDING PER CLIENT RCN E
U CONCRETE DRIVE-THRU LANE. COORDINATE LOCATION OF MENU-ORDER STATION. I& COMPACTION OF BUILDING SUBSTRATUM AND ASPHALT AREAS TO BE VERIFIED IN WRITING AND 2 t�1
PERFORMED BYA GEOTECHNICAL ENGINEER CONSULTANT THE GENERAL CONTRACTOR SHALL COVER © 9-29-06 UPDATE BUILDING PER CLIENT RCN TC2 CONCRETE BLOCK TRASH CORRAL DETAIL =•* `
6. VERIFY THE TYPE,SIZE AND LOCATION OF TELEPHONE CONDUIT REQUIRED TO SERVICE FACILITY THE COST OF TESTING. ©
(aj MINIMUM SHALL BE2". 11-29-06 CITY&NCDENRCOMMENTS JCB �.���/.,ktiGIN �G
co 19. PARKING LOT SUB-GRADE TO BE AT A MINIMUM OF 95%COMPACTION, GENERAL CONTRACTOR TO '4NUR�
0 7. GENERAL CONTRACTOR AND ASSOCIATED SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATING PROVIDE PROCTOR FOR PROPOSED FILL MATERIAL PRIOR TO COMMENCING CONSTRUCTION.EACH Z500 ® 1-04-07 CITY COMMENTS#2 STH y+yypyot�gq
9 WITH ALL UTILITY COMPANIES(GAS, ELECTRIC, WATER, SEWER,STORM DRAINAGE)TO INSURE TIMELY S-F.OF FILL AT EVERY 1'-0"VERTICAL LIFTS SHALL BE VERIFIED FOR 95%COMPACTION. C � m
C\l © 1-09-07 CITY COMMENTS#3 RCN
0 MmERCIAL
ce) INSTALLATION.
U 20. GENERAL CONTRACTOR TO PROVIDE CONCRETE CYLINDER TEST FOR FOOTINGS,SLAB,AND ALL 1-30-07 TRAFFIC ENGINEERING COMMENTS JCB
Z 8. ALL REQUIRED DEMOLITION IS REQUIRED. - CONCRETE PARKING LOT PAVEMENT INCLUDING DRIVE-THRU LANE AND DUMPSTER PAD.
9. REVIEW GREASE TRAP LOCATION. 8 2-2-07 CITY COMMENTS 1 RCN
� 21. GENERAL CONTRACTOR TO PROVIDE(2) 1"CONDUITS FROM CASH WINDOW DRIVE-THRU(ABOVE
5 CEILING) TO REAR PARKING LOT LIGHT POLE(RUN UP INSIDE POLE 14'A.F.F.)TO INCLUDE 110 ® 2-7-07 CITY STORMWATER REVISIONS ZJH SITE
E 10. WATER SERVICE SHALL BE 1-1/2"MINIMUM FOR DOMESTIC AND 1"MINIMUM FOR IRRIGATION AND BE EXTERIOR WEATHER PROOF GROUND FAULT BREAKER(OUTLET),PROVIDE REMAINING CONDUIT WITH -
OF COPPER MATERIAL. PULL STRING FOR FUTURE SECURITY CAMERA COAX CABLE. ® 2-12-07 UTILITIES COMMENTS JCB
co 11. VERIFY GAS METER LOCATION PRIOR TO INSTALLATION. 22. ALL CONCRETE CURBING SHALL BE AS PER PLANS AND SPECIFICATIONS.PROVIDE 2"PVC WEEP HOLES ® 3-15-07 REMOVE REPLACEMENT TREES JCB
p AT EVERY 40'-0"O.C. (GRAVEL BEDDING BEHIND CURB)TO PREVENT TRAPPED WATER IN LANDSCAPE 7-7-07 REVISED DRIVEWAYS RCN
12. GENERAL CONTRACTOR WILL VERIFY BUILDING LOCATION CERTIFIED BY REGISTERED SURVEYOR.(A
SEALED AND SIGNED C-2WILL SUFFICE)PRIOR TO INSTALLATION OF BUILDING FOUNDATION.ASEALED BEDS. © 8312 CREEDMOOR ROAD [phone], FAX: [phone]
CERTIFIED C-2 PLAN AND BUILDING PLAT IS REQUIRED PRIOR TO SUBMITTING FIRST PAYMENT REQUEST. 9-12-07 REVISED DRIVEWAYS RCN
0 AS-BUIL T LOCA TION OF BUILDING TO NOTE BUILDING SETBACKS AND VERIFICA TION OF VERTICAL NO. DATE DESCRIPTION 8Y RALEIGH, NORTH CAROLINA 27613 V�dWW.CSITE®ESIGN.COM
U CONTROLS PROVIDED BY GENERAL CONTRACTOR.
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NIF
N/FQ N/F GENERAL NOTES
AHEPA-08-02 /WOODED I' ANDERSON,DENNIS W. WOODED ANDERSON,DENNIS W.
PIN:RO4914-002-025-000 2 ASPHALT T AREA 1.
PIN:RO4914-002-025-002 / ) THE TOPOGRAPHIC SURVEY SHOWN HEREON DOES NOT
j D.8.2376,PG.996
REBAR_y AREA PIN:R04914-002-Ozs-002 Q MEET ALL OF THE REQUIREMENTS AS SET FORTH IN NCGS 47-30,
O IN CONCRETE j 40 D.B. 1147,PG.258 AREA Q O
D.B. 1 ZONING:
:R 258 AS AMENDED AND IS NOT FOR RECORDATION. 2 Co m
ZONING:RB f^ W ZONING:RB / m
U Co K m v~i m N >
WOODED w S AAREA T Cij � W 2.) ELEVATIONS AND GRID INFORMATION TAKEN FROM N.C.G.S. MONUMENT KERR"
McCELLAND DRIVE McCELLAND DRIVE AREA / HAVING GRID COORDINATES OF N=181,240.346, E=2,532,252.101'(SPC 83)
W \39 �y O 1S°5836'°F 42 v Q
WooD D Q 40 w ° e AND AN ELEVATION OF 41.44'(NGVD 29).
w
SITE � 40 3.) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
Y EI ti
w
EDGED)PAVEMENT Z k- tq W ZWE WOODED _N 81°08'04"E_ _ �� 4.) ALL AREAS COMPUTED USING COORDINATES FROM MEASURED FIELD W w Fo W
Ri!/F Y i T_MARKET STRE A D ENTERPRISES OF NIF AREA eo7�o7N - N 81 08'04"E 10 7 113 44' DATA. W N Co � � 0
HIGHWA WILMINGTON,LLC �G�F EIP o U U # # O (q > 2
PIN:R04914-002-024-001 ti �GRAssv \,�-�� (OFF LINE) 5.) BEARINGS BASED ON BOOK OF MAPS 803, PAGE 214, W W C U 2Lu
W W
¢ w D.B.3560,PG. 753 = AREA �N\ pry OF THE NEW HANOVER COUNTY REGISTER OF DEEDS OFFICE. Z 2 2 W W�MPp \J ZONING:RB 41 "PINE if BUILDING SETBACK LINE — — — — — _ — — _ — — — a' w WOODED 2 2 g O U
y O\\i W Q 42 TO BE REMOVED "GRASSY `' a AREA � O O W O O W O g
w Y 04 4q 43 AREA DIRECTIONAL '�' v� k REFERENCES w 03 Co 2 ti U z ~ uaj
3 42 SIGN ¢\ Co } _
43 n'� 'O DEED BOOK 803, PAGE 214 0 °5 U U W U
coNCREre cuRe DEED BOOK 2376, PAGE 996 o }VICINITY MAP WOODED CL a �_CO �
NTS AREA � DEED BOOK 1147, PAGE 258 J c W
°G DEED BOOK 1748, PAGE 837 U
UTILITY NOTE 43 43 o DEED BOOK 3560, PAGE 753
THE UNDERGROUND UTILITIES SHOWN HEREON AREA COMPILATION N A S PATEL,RAMANLAL D.ADJITA
OF FIELD DATA AND INFORMATION PROVIDED BY THE CITY OF 43 W PIN:RO4914-002-027-000
OG J O D.B. 1748,PG.837
WILMINGTON. ALTHOUGH EVERY EFFORT HAS BEEN MADE TO N U w
W Q W ZONING:RB �O O 6 6 n
ACCURATELY LOCATE THE UNDERGROUND, THE SURVEYOR TAKES NO p3 4 F�INTERSTATEL� \ `A AREA r /� FLOOD INFORMATION 0 o 4 C6 6 0 o N
RESPONSIBILITY FOR THE LOCATION OF ANY UTILITIES SHOWN HEREON, y �gSpHaLr 60,459 SF OR 1.39 ACRES ° w° o N N ^ o o C? + ^
EITHER IN SERVICE OR ABANDONED. I SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. °� ^ ° N M
2 AREA PIN:R04914-002-026-000 OG p �s �° IT IS LOCATED/N ZONE X"AS DEFINED BY HUD F.LR.M. COMMUNITY PANEL
D.B.80$PG.214 > ^ N M o
° NUMBER 3720313800 J, WITH AN EFFECTIVE DATE OF 04103106. W�
y
ZONING:RB
CONCRETE _
N O CONCRETE CU o, i _ CURB AND w 2
c RS CONC GUTTER OG w U
BRICK RETE'.• Q)a� GRASSY DUMPSTER • P - L: O
AREA WALL \ Q Z J
• v '. MENU 9-
fN U a w
ro A? • o? BOARD PREVIEW
\9i . CONCRETE DUMPSTER CAN BOARD COSLLARB E 3g
V J 4
J >ER GATE WA H W il
.. D .PAD ELECTRIC a 26.0' • p`ti Q x
v • OUTLET N // CONCRETE OG 40
0 J•�. : n BOLLARD FREEZER RAMP }
O (typ.) PAVER ° GAS - I ' '
a ° ROOFRB 8.4 METER v W a j
G OUFREEZER 'r? OVERHANG O . GAS
OU ASPHALT G METER �. 0
OU OU U - AREA
v SPIGOT U— N N 42 C0
O •
42 OU PAVER
CONCRETE CURB h ` W
tY
PICNIC ,5,6, WATER
TABLE ASPHALT i METER J
I / APPROXIMATE
(fYP) '• AREA (GYP.)
m W O LOCATION'
RAIN INLET CANOPY S DRAIN INLET a N SANITARY C
U J TOP--41.73 `r O y LATERAL c J
W TOP--41.27 M a -,-
2 ti BRICK Iv -. C INVOUT=40.68
GRASSY INVOU7=40.23 II COLUMN
AREA 2/
a e c°> II I +' McDOlVALD'S c o
O II CANOPY I .' S.5• /11 STORY/o N a II
4 .. II h c m O^
I z, �/ BRICK BUILDING NI 2 CONCRETE
U w-� t�
N
U v II BRICK U WALK = ^
COLUMN IQ 5.6'/ 3.75oSF// a a II APPROXIMATE EXISTING PARKING INFORMATION
�y p It U FFE=42,80. II O LOCATION
N� 77 It L • m A I' GAS LINE STOTAL PACES 2 HANDICAP SPACES 8' X 18' @ 90 O O
I N
A D ENTERPRISES OF Ir0 WiI CANOPY II I y 45 SPACES 9' X 18' @ 60 Q 2
WILMINGTON,LLC LIGHTPOLE y y y 53
PIN:R04914-002-024-001 lU CONCRETE (�' U QII CURB AND g? y ROOF CONCRIw W O e 6 SPACES 9' X 18, @ 90
D.B.3560,PG. 753 O LIGHTPOLE Y ~II GUTTER Ila ° SURVEY INFORMATION o U
ZONING:R8 BASE BRICK �,\, VERHANG I
TRAVELINIU'(IYp.) 211 PLANTER N • STORY PREPARED BY.' COMMERCIAL SITE DESIGN,PLLC 2 Q.42"EXISTING U WALL STUCCO B(1/LDIVG 7501 CREEDMOOR ROAD,SUITE 106 0kLIVE OAK = GRASSY III gppROXIMATE U' RALEIGH,NORTH CAROLINA 27613 " W
AREA IIU PH:919.848-0121 FAX [phone] a 3 J Q: II LOCATION 34.4' BRICK DATE OF SURVEY.•07/26106 DATE OF MAP:07/2&V6 0
U/ II LATERAL BRICK Y '- PWA L II P (, = C� o
ti II — II � � w N
PLAN
w
� w ¢ I LEGEND o,
WALL y 3 BRICK COLUMN// O O Z) j y
°� h^ CONCRETE 2/ II y W W/LIGHT II O a = w }
CALCULATED POINT o o W
0� OJ U Q `)::-PLAY: . ......::...:::.0 (fYF') EXISTING IRON PIPE 0
It 4 w w >
�O v GRAIN INLET II PAVER U PAVER II
CURB CURB U O U y
r I J I •z �1 r �RON P I IPE TOP--Af--3 II m ///w SET
y O. o
APALT
BRICK C
SH O
J
y
(6"-N)INV.IN=38.97 II U U'y 0 O O
PLANTER
R I AREA BOR
E H o �HOLE O
RWALL6"E INV.IN-39.05 W
w
i
GyTbF U HA /CAP INVOUr=38.83 II CLEAN 0 CONCRETE tI ^ QS SANITARY SEWER MANHOLE no o "' j
.......................... .
cny CATCH BASIN J ��GRASSY S N II OUT o DRAIN INLET II h © SANITARY SEWER CLEANOUT w ti v
TOP--40.98 n O AREA II (hP•) CONCRETE FLAG POLE TOP--41.32 wv a O
4f O 4f t�'n CURB (IYPJ INVIN=39.87 II U WATER VALVE Co z
ELECTRIC It
U1 o -�
O CF ;. . Cp 6"CONCRE _ WALKUKVOS INVOUT=39.82 ® 2 =
REBAR �, OUTLET
LL s NC�FT. ♦ IN CONCRETE' /� c o - TEPIPE _ __ APPROXIMATE WATER METER ¢
a /q " AA 4jFSi0 J ^� 4i MCDONALD'S - LOCATION II yY° FIRE HYDRANT ¢ 2 Cl)
3 Sph, 'T \ FlygL O Y 7 15"R C.P. BUSINESS SIGN y _ -GAS LINE w ¢ W
_ W/CONCRETEBASE y� ___ �T TELEPHONE PEDESTAL w W
g Rogoi ." — =: _ ° cocuRBT�4 or
\ — —— — Q N — J w _ _ _ _ _ __ ° N� 0 TELEPHONE MANHOLE _ p
to N 75 44'30"W - - - -adr - Q - - 25'BUILDING SETBACK LINE h PATEL,RAMANLAL D.ADJITA
�` • ASPHALT CONCRETE O p 41 PIN:R04914-002-027-000 U ¢ O
o d . 78,26' y �asPHALT /' ❑H ELECTRIC BOX
p AREA WHEEL STOP HANDICAP N D E OF D.B. 1746,PG.837 N
d 9i DM - DRIVE THRU AREA p,
X CO TOP=40.93 .' 9� IGN •� (Iyp') 2 SIGN CONCRETE PAVEMENT ZONING:RS Y,I LIGHT POLE
C NCR�cTF 1 -38.83 0� qO gCRFT�c.. �BOLLAR�4? CONCRETE N J CONCRETE CURB POWER POLE
CU INV. 8.28 O v CONCRETE CURB CURB y OU N
RegN •N • + oolo (fYp) CURB # S 81005'33"W y ou
DRIVE THRU SSY
d Gv tiA y ``�FS� DRIVE THRUBRICKPAV SIGN CURB INLET
R ' OFy4 SIGN WALK o 143.59' Ei AEA 4—OU_ Qp STORM DRAINAGE MANHOLE
C -9 OU RI HT-OF-WAY
0 l • • �•` • - . . CO CRETE SIDEWALK- ♦ . •.p . ' 'Q •'. �C CRETE SIDEWALK • • - - - U - - - - 314.42' he ❑ YARD INLET
47 •' CONCRETE '° D- CONCRETE g _ _ _ _ __ = STORM DRAIN
R ON • . APRON
0o EIP NCRETE CURB A O E C CR URB GU OU OVERHEAD UTILITIES
N (UNDER WALK) 4f
SANITARY SS SS SS S SS SS SS SS SS SS—
N 41 UE UNDERGROUND ELECTRIC
MANHOLE a p^ FIRE HYDRANY N.C.G.S.MONUMENT
rn CONCRETE CURB AND GUTTER TOP--41.02 FLANGE BOLT "KERR" LIT— UNDERGROUND TELEPHONE
rn ELEV.=43.34' N=181,240.346' of
3 Gv 4f APPROXIMATE W WATER LINE 4
•O ♦� ��- G G G G G G G �s- G LOCATION E=2,532,252.101' 4
Co > SANITARY ELEVETION=41.44' SS SANITARY SEWER LINE ,�.Q ,• 4��i�
'n —�- GAS J (NGVD 29) G GAS LINE
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RAIN
O L 2 DRAIN INLET M SANITARY . ro <
RAIN INLET CANOPY 1 j TOP--41.730 ° h LATERAL Q1 REMOVE EXISTING ITEM, COORDINATE REMOVAL WITH APPLICABLE m
h IL TOP--41.27 II BRICK -, INvou 40.68 FEDERAL, STATE, COUNTY, CITY, LOCAL AGENCIES OR LOCAL UTILITY r `c
GRASSY 1 UT=40.23 �� COLUMN m ti COMPANY. _ O
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5.5' 1ST t O Q1
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if BRICK j 2• " 3,750 SF / II APPROXIMATE
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(typ.) 2f1 PLANTER pW /� 1 STORY - �z�-
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BUILD%NG
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ct 11 LOCATION 34 4 BRICKO O F MAP--07 O
II. I DATE OF SURVEY07/26/O6 DATE O /28/O6 w o 0
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Do
o Fq EIP APRON O APRON 1' OU OVERHEAD UTILITIES
N (UNDER WALK) 3 NCRETE CURB GU 41 CONCR URB AND GUT TER
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TAX PARCEL NUMBER LOCATION CODE NUMBER
_ ° ou ou ou ou ou ou ou ou ou ou p^ 0u— I inch = 20 fL 32-0016 C-2
o o — c—off _ R04914-002-026-000 FILE NAME
RIGHT•OF-WAY 0U—_pU�� RIGHT-OF-WAY RIGHT-OF-WAY PRELIMINARY DESIGN-NOT RELEASED FOR CONSTRUCTION MCD0518-DP.DWG DEMOLITION PLAN
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SITE KEY NOTES: GENERAL NOTES
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AHEPA 408 INC. \ ii j ti I I1�\ ANDERSON,DENNIS W. ANDERSON,DENNIS W NIF N/F O1 CONSTRUCT 2'SPILLING CURB AND GUTTER PER DETAIL SHEET 1. McDONALDS ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR.
W PIN:R04914-002-025-000 II i 2 ' % FUTUREACCESS PIN:R04914-002-025-002 ASPHALT Q PIN:R04914-002-025-002
4 O CONSTRUCT 2'CATCHING CURB AND GUTTER PER DETAIL SHEET CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR.
p D.B-2376,ZONING:
:RB � I�\\\ 25��� \\\\ DRIVE D.B. 1147,PG. 258 AREA 4 D.B. 1147,PG.258 Z Z 07 = Z CO Z
ZONING:R8 0 \ p (NOT PART OF THIS REVIEW O 2. BASES,ANCHOR BOLTS, CONDUIT,AND WIRING FOR ALL OTHER �- U U U U U U CO U
ZONING:RB W ZONING:RB O3 CONSTRUCT CONCRETE WALK WITH TILE SURFACE PER MCDONALDS SPECIFICATIONS on V) tY N >
McCELLAND DRIVE McCELLAND DRIVE \\\ l' a \\\\&MUST BE SUBMITTED AT HE C SIGNS ARE BY THE GENERAL CONTRACTER.
W \\TIME THAT IT IS DEVELOPED) O ® CONSTRUCT FLUSH CONCRETE H.C.RAMP PER DETAIL SHEET
Z ��\\\ S OWN AT THE LOT PERI-
1$os8\\\`\ NEW EDGE OF w CONNECT A CONSTRUCT CONCRETE H.C.RAMP PER CITY OF WILMINGTON SPECIFICATIONS 3 �ME ER FOR OT LIGHTINGUIT I S BYN THE HGENERAL CONTRACTOR.LIGHT-
ING c� PAVEMENT EXISTING CROSS ACCESS
WOOD p ¢ \N\\ W \ ASPHALT DRIVE ab CONSTRUCT CONCRETE H.C.RAMP PER DETAIL SHEET ING FIXTURES,BASES,POLES, CONDUIT,AND WIRING ARE BY THE
SITE q 367 SF 3 AREA
OWNER/OPERATOR.
C W 6 p, �\`� w \\\\\ '?6' O5 PAINT H.C.SYMBOL PER DETAIL SHEET 4. BASES FOR FLAGPOLES ARE BY HE GENERAL CONTRACTOR.ANCHOR Z 2 N Z z W
P N Y \\\ - EDGE © INSTALL H.C. SIGN PER DETAIL SHEET. Lu
BOLTS ARE BY THE FLAGPOLE SUPPLIER. W W F` O w
OR�yF RKET STREET \\\ c - -- -- ----- ----- O7 CONSTRUCT 8"THICK CONCRETE DUMPSTER PAD. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY EXACT U U W Nco
WAY 17-MA NIF g p N 81°08'04" o /RJHI 107.72'- �
LOCATIONS SHALL BE DETERMINED TO ALLOW FOR HE MOST g U � uj Z F'
HIGH W A D ENTERPRISES OF \ 1 3i1 du c ® TRANSITION FROM ASPHALT TO CONCRETE PAVEMENT PER DETAIL SHEET z K g u7 U I- w W Z
WILMINGTON,LLC ECONOMICAL INSTALLATION. W W U F� ti U Z E W
o Z PIN.,R04914-002-024-001 ti l�9 PAINT TRAFFIC ARROWS WHITE PER CITY OF WILMINGTON STANDARDS ON DETAIL SHEET. Z a a U Z 2 O z
�E W 2 3 86 O O ALL TRAFF/CARROWS ON SITE TO BEATLEAST 50%THE SIZE OF STANDARD DRIVEWAYARROWS. 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES 0 U CD Z (Z Z U W
p \ D.B.3560;PG. 753 ,Q 4 ' 9 9 2 2 U
PO ZONING:RB W :: �tjPl 13 15'BU DIIoS TBACK INE_ ___A _ _______ ___ 3.3" 10 ASPHALT PAVEMENT PER DETAIL SHEET TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING a O O W W O Q U
1A 24.0' UTILITY REFER TO THE BUILDING ELECTRICAL AND PLUMBING O O O Z U W O.
to W Q' 1 13 ey 3 R 1© CONSTRUCT DUMPSTER ENCLOSURE(TO MATCH BUILDING)PER DETAIL SHEET, DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS,SIZES,AND U , O U U U C0 > g W
3 Y & ct
11 �� 1 N I ENCLOSURE SHALL BE A MINIMUM OF 8'HIGH PER CITY REQUIREMENTS CIRCUITING. w W W v7 ~ W U U 'I W
W °? 7 SPACES 10 k 1 CONCRETE PAVEMENT PER DETAIL SHEET 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK O Q ¢ U U U � ,O
�N Q7 5 R 216 SF © AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT
VICINITY MAP q w N 1 9 1 PAINT 4"WIDE STRIPE, WHITE D d U W Lu
NTS m O 21.7 ® 10 o Q 423 SF 3'R © GROUNOBREAK. U ¢ V W�
�h `O 1® PAINT 4-WIDE STRIPES Q 45°2'-0"O.C. 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6"ABOVE FINISH
m tl 3 1© NEW SITE IDENTIFICATION SIGN PAVEMENT.
11 g \ 8 O NIF 1® MATCH EXISTING ASPHALT 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6"BELO W
^ 9 \\\ o Q PATEL,RAMANLAL D.ADJITA TOP OF ALL WALKS AND CURBS.FINISH GRADING,LANDSCAPING,
ti 1© CONCRETE TRANSFORMER PAD(COORDINATE SIZE AND LOCATION WITH AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR.
GENERAL NOTES: 0 PIN.R04914-002-027-000 POWER COMPANY) co r\
i I D.B. 1748,PG. 837 n 10.LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS � o o 0 0 0 0 o O o
1 !1. FOR GENERAL SITE NOTES REFER TO SHEET C-8. , 21 465 SF 54 1 : 13 k2 ZONING:RB POLE MOUNTED AREA LIGHT(S)SEE LIGHTING PLAN REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. QO -N NC? 4 O M N N II p ^ ^ `�
' SR W 19 MENU BOARD:GALVANIZED ANCHOR BOLTS,FOOTINGS AND ELECTRICITY BY GENERAL 11.REFER TO SHEETS C-5 THRU C-7 FOR ALL APPLICABLE m Q N C;
32 9 U CONTRACTOR,SIGN INSTALLED BY SIGN CONTRACTOR SITE DETAILS. W N M v o r m rn o
1 1 c O
VERTICAL PREVIEW"PRE-SELL"BOARD COORDINATE WITH MCDONALDS I Z PROVIDE WEEPHOLES ON CURBS AT ALL LANDSCAPE AREAS LOCATIONS. �
CONSTRUCTION MANAGER COORDINATE WITH MCDONALDS PROJECT MANAGER.
13 U z
4 8 CUSTOMER ORDER DISPLAY WITH DETECTOR LOOP:SIGN SUPPLIED BY g
l� 3 a: ��i 1 " LL
r MCDONALDS AND INSTALLED BY SIGN CONTRACTOR.ANCHOR BOLTS, O
FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR(SEE SD-1) PAVING SPECIFICATION Q Z z
x CJ
CANOPY SUPPLIED BY McDONALDS AND INSTALLED BY SIGN CONTRACTOR GALVANIZED PARKING STALL PAVEMENT. V
ANCHOR BOL TS,:FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR 2'ASPHALT SURFACE COURSE(I-2) U ?p
6"CRUSHED STONE BASE
3 ?_
3 "PLEASE HAVE MONEY..."SIGN SUPPLIED BYAND INSTALLED BY SIGN
CONTRACTOR PARKING STALL PAVEMENT..
-3 I 3 f 1/2"ASPHALT SURFACE COURSE'R i. ® PAINTED"DRIVE-DRIVE PAINTED WHITE,COORDINATE WITH MCDONALDS u 3 }
- k CONSTRUCTION MANAGER 11/2"ASPHALT BINDER COURSE N
l 3R
{ 8 © NEW MCDONALDS DIRECTIONAL SIGNAGE,COORDINATE WITH McDONALDS 8"CRUSHED STONE BASE 3
CONSTRUCTION MANAGER FOR EXACT TYPE AND EXACT FINAL LOCATIONS NOTE: W Lu
NIF I $0� g MCDONALDS ENGINEER RESERVES THE RIGHT TO REQUESTA COMPACTION
A D ENTERPRISES OF I T f. ® CONCRETE PAD Q DRIVE-THRU, SEE ARCHI ECTURAL DRAWINGS TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT,PER ABOVE
WILMINGTON, U
SPECIFICATION, TESTS WILL BEAT THE EXPENSE OF MCDONALD ,
PIN::R049f4-002-024-DO1 I GUY 332 SF © NOSE DOWN CURB PER DETAIL SHEET OTHERWISE,G.C. WILL BE CHARGED.NECESSARY 'S U-002 LLC ® T i.
CITY LANDSCAPE CALCULATIONS: D.B.35so,PG. 753 I N 1 + ® f0'X16"STORAGE SHED SET ATOP6'CONCREESLAB co
ZONING:RB
STREETYARD: I : 8 a (EXTERIOR FINISH TO MA TCH DUMPSTER ENCLOSURE) LOT LIGHTING RECOMMENDATION W=
AREA REQUIRED=220 LF X 25=5,500 SF-1,682 SF(DRIVEWAY AREAS)=3,818 SF REQUIRED 5 R -'� l 5'R a+ ©9 30'-0"FLAG POLE ALUMINUM FINISH POLE AND FLAG,
AREA PROVIDED=3,818 SF MCDONALDS GENERAL CONTRACTOR TO/INSTALL BASE J
TREES REQUIRED: 1 PER 600 SF(3,868/600=7) I ® 1 ` 18.0' `+ 30 CONTRACTOR TO INSTALL 40OW METAL HALIDE FLAG SPOT SEE SECURITY LIGHTING SYSTEMS,INC.SPECIFICATIONS. C
TREES PROVIDED:3 OP+5 AR=8 CANOPY TREES I 1 @ LIGHT ON TOP OF LIGHT POLE FIXTURE C
SHRUBS REQUIRED:6 PER 600 SF=(3,868/600 X 6=39) I
ry GENERAL CONTRACTOR TO NOTE CORRECT LOCATION OF® FIXTURES. C :J 3©
SHRUBS PROVIDED=14 AG+ 18 NO+ 18 GR=50 SHRUBS "THANK YOU"SIGN I '
FOUNDATION PLANTINGS: W + ( 8 O 289 SF 3,R 3® CONTRACTOR TO SUPPLY 110V GROUNDFAULT OUTLET NOTE:ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED. C
FRONT:38.5'X 21.5'=830 SF AREA X.12=99.5 SF FOUNDATION YARD REQUIRED l U g 1© C
SIDE= 146.7'X 21.5'=3,154 SF AREA X.12=378.5 SF FOUNDATION YARD REQUIRED , INSIDE TRASH ENCLOSURE AND STORAGE BUILDING
p Z
Q / Q 1 0h�, (VERIFYW/CONSTRUCTION MANAGER ON ACTUAL LOCATION) PARKING INFORMATION
REAR:46 5'X 21.5'= 1,000 SF X.12= 120 SF FOUNDATION YARD REQUIRED q I Q \
598.5 SF FOUNDATION YARD REQUIRED h 33 MATCH EXISTING CONCRETE SIDEWALK J
ri
° / 1 W 20.0 3� CONCRETE FLUME,PER DETAIL SHEET TOTAL 56 SPACES 8.5' X 20' M <
- 798 SF FOUNDATION AREA PROVIDED OW ©�®� 10 y 3© PAINT 4"WIDE WHITE STRIPE x
� I ��i 5,5 : 20.0' a SPACES � 60
INTERIOR AREA LANDSCAPING: W 20.0 26 0' M
1 g'0 10.0' FROM EDGE OF CONCRETE DRIVE-THRU LANE 59 3 SPACES 8' X 20' @ 60 • 0
3
9,274 SF X 0.OVI =3,OR SF REQUIRED 89 SF O 30 CONCRETE WHEEL STOP,PER DETAIL SHEET • 1=9,274 SF PROVIDED OR 15%
10 ISLANDS/TREES REQUIRED I �, 0.C/� 18 f0.0'
10 ISLANDS/TREES PROVIDED I 3 c V 5 3© PAINT YOU"PER MCDONALDS STANDARDS AND SPECIFICATIONS UTILITYINFORMATION ° z
(2)LI+(8)QP=10 TREES I U �O 1 p �� 1� 38 MATCH EXISTING CURB AND GUTTER 0 O
SIZE TYPE LOCATION ti
PERIMETER LANDSCAPE YARD: W I _2 4 3 0 7(g) 39 STEEL PIPE BOLLARD PER DETAIL SHEET {n Z Z
260127=f0 TREES REQUIRED O I m TRAVEL INN Q SANITARYSEWER PUBLIC,ALONG MARKET STREET O W U
9 LI+ 1 OP=10 TREES PROVIDED / co C' • 0� CONTRACTOR // 1 / 40 NOT USED 2 Z 2
® ` 55 TO VERIFY i • STORY 4t INSTALL DOUBLE GATEWAYSIGN PER DETAIL SHEET.SUPPLIED BYMrAONALD'S AND INSTALLED BY SIGN WATER PUBLIC,ALONG MARKET STREET O o° k W I` I 1 10 STUCCO BUILDIN CONTRACTOR.GALVANIZED ANCHOR BOLTS,FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR
I G s
a
® CONCRTE APRON PER CITY DETAIL O O 2 �
•tgtU�It4t • STORM SEWER 15"PUBLIC,ALONG MARKET STREET � W � o
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VO V 4� PARKING ISLAND FLUME PER DETAIL SHEET ?�t1i�� C� ,,y, Q. S = I-
QQa/4 EXISTING 3 R t 1 8 0 h 4© NCDOT CURB AND GUTTER, COORDINATE WITH NCDOT ELECTRIC OVERHEAD,ALONG MARKET STREET d 0 W C >-
Q I / TREE TO REMAIN + T 0• m - 4 } w -' Q
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4 PAINT CROSS-WALK WHITE PER DETAIL SHEET '•....°•••
13 331 SF 49 LOADING RAMP y+ ,, 0 O O
of �•, AN eua SURVEY INFORMATION O 0 o
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R/GyT 0,c 25'STREETYARD /'N'�
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19.8' 5'R 9 `v, PREPAREDBY.' 8 2 CREEDMOOR ROAD MERCIAL SITE N,PLLCLL WCONTRACTOR NOTES: m wa �'1Y 930 SF � 3R ^ RALEIGH,NORTH CAROLINA 27613 a O
\ J 20'R a 9 ` ;O NOTE.,ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB,OR [phone],FAX[phone] r� 2
9 TO THE CENTER OF STRUCTURES SUCH AS INLETS,SIGN POSTS,ETC.; UNLESS OTHERWISE DATE OF SURVEY:7-26-06 DATE OF MAP:7-28-06 2 -�
€ A� A " . . ��Or6A ` ® 15' 10 2 NOTED.
t° /" ' �g • g GENERAL CONTRACTOR TO: _
°° CQNC CTjT I O9 4 \�`+ 5.5' 1. VISIT SITE AND BRING TO THE MCDONALDS PROJECT MANAGERS ATENTION IN WRITING LEGEND Q o
8'R o `si° ANY PROBLEMS OR DISCREPANCIES WITH SITE OR PROJECT PRIOR TO BIDDING ANDcl: 4 ¢ co
3 /H t �AA + ' S/QF \ OJ CONSTRUCTION. w
o S�yq '7� �q<K G Y b n 9Y°m\ 30 2.COORDINATE WITH THE MCDONALDS PROJECT MANAGER FOR PHASING OF CONSTRUCTION. SPILL CURB -
ZTR O O^ O C ° h �. 1�```�� _---- NIF INSURE HIGH LEVEL OF SAFETY DURING ALL PHASES OF CONSTRUCTION. O
X 09� I�•,+/� ,. + ,D I \\ 25R---_______ 25_BUILDINGSET--- _ �� _____________�___ R _ 1 ____ PATEL,RAMANLALD.ADJ/TA 3. CHECK ALL'VERIFY"DIMENSIONS NOTED ON PLANS,REPORTANY DISCREPANCIES TO THE
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N Rg e- O9 1 4 6 STREET YARD `�\ j PIN:R04914-002-027-000 McDONALDS PROJECT MANAGER IN WRITING PRIOR TO ANY FURTHER CONSTRUCTION. Zffi C�
8 �\ 25'R k... �` EDGE OF D.B. 1748,PG. 637 4. OBTAIN ALL NECESSARY PERMITS INCLUDING BUT NOT LIMITED TO:DEMOLITION,BUILDING, HANDICAP RAMP
` _1 I I r` PAVEMENT ZONING:RB DISTURBANCE,ZONING, SIGNAGE,AND OCCUPANCY.
20 ro 5.HAVE LICENSED SURVEYOR STAKE OUT PARKING AND BUILDING FOR MCDONALDS PROJECT
\:+I, SIGHT TRIANGLE
TRIAA NGLE .cn MANAGERS APPROVAL PRIOR TO PROCEEDING WITH CONSTRUCTION.
Og I O9 OU 6.KEEP ALL PLANTING AND GRASS AREAS FREE OF DEBRIS,STONES,CONSTRUCTION MATERIALS, (5. HANDICAP STALL
a i © I - �` Ou ETC., G.C.RESPONSIBLE FOR NOT DAMAGING EXISTING PLANTING TO REMAIN. CONCRETE
I 4 I DRIV ©� 4b � OU- -' 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL UNDERGROUND
` O UTILITIES WHETHER SHOWN ON THE SITE PLAN OR NOT. THOSE SHOWN ARE BASED ON THE PROPERTY LINE O^
R N 75°44'30"W R� -- --= - 8 THRU U'�- ----
• SURVEY PROVIDED AND MAY NOT BE ALL INCLUSIVE.CONTACT UTILITY LOCAT70N SERVICE OR
N O 78.26' °_+ _ ��` 3 .• _ ��_� x`�` s. "C CRE SIDEWALK '�� .D .+ OTHER APPROPRIATE UTILITY LOCATION SERVICE FOR UTILITY IDENTIFICATION PRIOR TO ANY Q W
EXISTING DRIVEWAY
WORK. G.C. TO PROTECT ALL UTILITIES TO REMAIN-TYPICAL.CONTACT ALL U7LITY COMPANIES --� SIGN
ro TO BE REMAIN TO INSURE THE UTILITIES ARE SHUTDOWN PRIOR TO THE START OF ANYDEMIXITION AND/OR • BOLLARD Q p' �
N 20'X 70' R 38 1 4 SITE WORK
N SIGHT TRIANGLE 8 1 CONCRETE CURB AND GUTTE 4 3 ONCRETE CURB AND GUTTER
25'STREETYARD 8.PATCH/REPAIR STREETS,STRUCTURES,ETC.AS NECESSARYAFER CONNECTION OF PROPOSED EX FIRE HYDRANT
rn UTILITIES. N- Q
946 SF S 81°05'33"W 25'STREETYARD Z
3 CONCRETE CURB AND GUTTER 9. INSTALL ALL CONDUIT AND SLEEVING PRIOR TO THE INSTALLATION OF NEW PAVEMENT TYPICAL. -X- FENCE W C�
143.59' OJ 1,942 SF 10.PRIOR TO CONSTRUCTION, G.C. TO VERIFY ALL SIGNAGE LOCATION,NUMBER,AND TYPE WITH Q j CO
THE MCDONALDS PROJECT MANAGER.PERMIT SIGNS PRIOR TO ORDERING SIGNS. on POLE MOUNTED AREA LIGHT Z h Z
� 11.SEE GRADING PLAN(SHEET C3)FOR PROPOSED GRADES AND EROSION CONTROL. Q Q
ap 12. USE THE ARCHITECTS DRAWINGS FOR BUILDING DIMENSIONS. OO PROPERTY CORNER J In
Z 13.SEE ARCHITECTURAL DRAWINGS FOR THE DUMPSER AND ALL BOLLARD LOCATIONS. h O
O �- °J 14.USE MCDONALDS CORPORATION STANDARD CONSTRUCTION DETAILS FOR ALL SITE WORK ITEMS. F.F.E.=wa.x( FINISH FLOOR ELEVATION U
- LQU
v •- _ _ m - - �- a PLAN SCALE: 1" = 20' z w o
HIGHWAY 17 - MARKET STREET o o STREET ADDRESS Q °
(ASPHALTROAD) S FLOOD NOTE: o ,, Q W Q:
4301 MARKET STREET z c5 ^ J SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. w o q w C) Z
3
IT IS LOCATED IN ZONE`X"AS DEFINED BY HUD F.I.R.M. COMMUNITY PANEL ° ° Q: . 0 . 0 .
Z �� / NUMBER 3720313800 J, WITH AN EFFECTIVE DATE OF 04103106. CITY STATE STATUS DATE BY
° WETLANDS NOTE: WILMINGTON NORTH CAROLINA FINAL
�� �� °J -► COUNTY PLAN CHECKED
/ SITE DOES NOT CONTAIN STATE WATERS REQUIRING UNDISTURBED BUFFER. - -
SITE DOES NOT CONTAIN WETLANDS.
0 ° NEW HANOVER AS-BUILT
Ln ', OJ
CONCRETE CURB AND GUTTER CONCRETERB AND GUTTER CONCRE uRB n IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO TAX PARCEL NUMBER LOCATION CODE NUMBER
v GRAPHIC SCALE COORDINATE WITH THE IRRIGATION CONTRACTOR, FOR 32-0016 C_3
C 20 0 10 zI 40 IRRIGATION SLEEVE SIZE, FOR IRRIGATION SYSTEM.
ou ou ou ou ou ou ou ou ou R04914-002-026-000 SITE PLAN
p° o _ .--oU CSD FILENAME:
RIGHT-OFWAY �•_OU-- RIGHT-OF-WAY - 1 inch = 20 ft PRELIMINARY DESIGN-NOT RELEASED FOR CONSTRUCTION MCD0518-SP.DWG
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NIF
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W. ANDERSON,DENNIS W CONSTRUCTION SEQUENCE:
9 AHEPA 408 INC� 11 ` I U)
PIN,'RO4914-002-025-000 11 ANDERSON,DENNIS
D3,2376,PG.996 PIMR04914-002-025-002 ,_ASPHALT PIN.RO4914-002-025-002
ZONING:RB -D Lu 0 D.B. 1147,PG.258 AREA D.B. 1147, PG.258 THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT
O Z Z on z z Ca z ca Ca
ZONING:RB ZONING:RB COMPLIANCE WITH ALL APPLICABLE FEDERAL,STATE,AND LOCAL LAWS,REGULATIONS,AND u u Q) C) 0 u
(1) Ix Cr
Vo ORDINANCES IS MAINTAINED THROUGHOUT EXECUTION OF THIS PROJECT Ca
McCELLAND DRIVE MCCELLAND DRIVE FLOOD NOTE: 199- ,tit\\ \ 0 - 42� 1. CONSTRUCT ENTRANCE PAD.
SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. ASPHALT 3. INSTALL STORM DRAINAGE.
2. INSTALL SILT FENCE,DETENTION/SILT BASIN&SEDIMENT TRAP AS SHOWN ON PLANS.
AREA
wool')_Do-,-- 'It IT IS LOCATED IN ZONE")CAS DEFINED BYHUD F.I.R.M. COMMUNITYPANEL 4. PLACE STONE ON ENTRANCE DRIVE AND PARKING AREAS.
A
SITE NUMBER 3720313800 J, WITH AN EFFECTIVE DATE OF 04103106. 5. INSTALL INLET PROTECTION ON STORM INLETS. Co (1)
6. EXCAVATE AND PROMPTLY SEED/MULCH PERIMETER AREAS OF SITE. z: z Lu
------- -- ---- - ------ 7. GRADE AND EXCAVATE FOR BUILDING PAD AND FOUNDATION AREA. �j LLj :z
NIF 8. CONSTRUCT BUILDING. LLJ 04
­vv�, MARKET STREET u)
AY17-MAR A D ENTERPRISES OF 43.50 5 9. FINE GRADEAROUND BUILDING, SPREAD TOPSOIL,SEED OR SOD AS APPLICABLE. C) () I.-
WILMINGTON, LLC z F02 112 1) zz
PIN:R04914-002-024-001 43.50 43.00 TREE PROTECTION 10. FINE GRADE PARKING AREA,ADD STONE WHERE NECESSARY,CONSTRUCT STRUCTURES. 0 (.5 ui
D.B.3560,PG. 753 ,4 50 43.00,- 11. FINE GRADE AND SEED OR SOD DISTURBED AREAS. 0 LLI Lu Lu LLJ
00 43.50 43.25 FENCE 12. REMOVE ALL EROSION CONTROL STRUCTURES. Q� i I- u
�Ul ZONING:RB 43. 43.00. 13. REMOVE ACCUMULATED SILT FROM ALL EXISTING DRAINAGE z �<Lu
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1. ALL GRADING,BACKFILLING, EXCAVATION, ETC...,SHALL BE IN ACCORDANCE WITH THE
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VICINITY MAP REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED TO
NTS42.75 4 ..
SIDES ONLY A THESE PLANS.
42.75
ELEVATION 42.00 BYPASSVIOVERFLOWELEVATION 43- 42.25 NIF 2. CONTRACTOR IS TO CONTACT NORTH CAROLINA"ONE CALL"AT 800-632-4949FOR
3.00 UNDERGROUND UTILITY LOCATION 48 HOURS PRIOR TO ANY DIGGING.
--- ---- -- - -- ---- PATEL,RAMANLAL D.ADJITA
CB PIN.R04914-002-027-000
3. THE EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO ANY EARTHWORK.
T/C 42.75 �j D.B. 1748,PG.837
4"
1 44. 4 L6
ARE STABILIZED. N IN C? 9 9 C� C�
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42 50 44.0 INV. 40.17 ZONING:RB 4. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS
4 .50 �_u Q� C6
5. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED AT THE END OF
R A8 43.00
42.50 EACH WORKING DAY. >.
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@ 0.15% A
6. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE
SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT-LADEN RUNOFF TO ANY STORM
LL DRAINAGESYSTEM.
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43.65 7. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO wo
Q INFILTRATION NATURAL SOIL 43.15
BEGINNING CONSTRUCTION.
43.2'
(SAND) _CROWN 4Z
INFIL-RATE 16.6 IN./HR. 42,�Q -- ----- 8. A LL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION
4 .00 ENTRANCES.
INFILTRATION BASIN AREA f
SEC TIONA-A CONTRACTOR SHALL 9,0, - - - - - - 9. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING,GRADING,AND CONSTRUCTION IS
COORDINATE GRADING NEAR 1.32ACRES. ca
UTILITIES WITH UTILITY25 AN%
COMPANY. 43C 4 .5 Lm� 5
EROSION CONTROL NOTES AND MAINTENANCE PLAN: 8 4 .0 10. PERMANENT SOIL STABILIZATION SHALL BEAPPLIED TO DENUDED AREAS WITHIN SEVEN 4
44. 43.50rn
DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF SITE. TEMPORARY SOIL
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS SOON THEREAFTER AS43.00 T STABILIZATION SHALL BEAPPLIED WITHIN SEVEN DAYS OF DISTURBANCE TO DENUDED Lu gz- �ull
SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION NIF AREAS THAT MAY NOT BEAT FINAL GRADE, BUT WILL REMAIN DORMANT FOR LONGER
POSSIBLE ALL EROSION AND A D ENTERPRISES OF OWN THAN30 DAYS.PERMANENT STABILIZATION SHALL BEAPPLIED TO AREAS THAT ARE TO
BE LEFT DROMANT FOR MORE THAN ONE YEAR.
FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.ANY NEEDED WILMINGTON,LLC U 5.
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. PIN.,R04914-002-024-001 n - j
D.B.3560, PG. 753 11. ALL CUTAND FILL SLOPES AND CHANNEL SIDESLOPES WHICHARENOT TO BE PAVED,
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN CONDITION TO PREVENT MUD OR SEDIMENT 42- -
I ZONING:RB 42 43.00 SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH:LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES DNA Lu
DAILY BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO.4 STONE.ANY OBJECTIONABLE 4250 A. 100 LBS PER 1,000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT NO SOIL
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TEST REQUIRED FOR INITIAL ESTABLISHMENT.
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY B. 20 LBS OF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 SQUARE FOOT. z
3. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN ON THE PLANS TO TRAP SILT 42.50 C. VARIETIES TO BE SEEDED: 0 Q
1.SPRING SEEDING-MARCH I-APRIL 30;SPRING OATS Z5 LBS PER 1,000 SQUARE <
MAKE 50
DURING CONSTRUCTION.INSPECT THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MA FOOT. <
REPAIRS IMMEDIATELY.REMOVE SEDIMENT WHEN IT BECOMES 0.50'DEEP TO PRO VIDE ADEQUATE STORAGE 2.SUMMER SEEDING-MA Y I-AUGUST 1;WEEPING LOVE GRASS A T 2 OZ.PER
VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE HAS BEEN ADEQUATELY STABILIZED, 43.20
REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OFITPROPERLY.BRING SQUAREFOOTMIXED WITH I BUSHEL OFSAWDUSTFRO UNIFORM SEEDING.THE DISTURBED AREA To PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE DROP
3.ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT.ALL SEEDING WILL BE
INLETS. MULCHED. z
INV. 40.01 C)
0 - 1 3 FENCE THE -- 80 If
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES 0.5'DEEP AT THE WILL BE 42.30 SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER,SILT FENCE STAKES 43.70
<
SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. 39.50
+ NF 3
5 No CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF I VERTICAL TO 3 HORIZONTAL UNLESS OTHERWISE A8 43.00
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15 DAYS. 4Z DU
SPECIFIED ON THE PLAN.ALL SLOPES SHALL BE SEEDED AND STABILIZED WITHINSHWT=30"DEPTH It 43 WETLANDS NOTE:
EACH PERIOD OF SIGNIFICANT FROM EXISTING
GROUND EL.=40.1
6. INSPECT TEMPORARY SILT SACKS, TRUE DAMS AND BEAVER DAMS AFTER 43.00
T AND PLACE IN THE DESIGNATED DISPOSAL AREA.
RAINFALL.REMOVE ANYACCUMULATED SEDIMENT 42.50 SITE DOES NOT CONTAIN STATE WATERS REQUIRING UNDISTURBED BUFFER. Q.
CLEANED OUT WHEN THE LEVEL OF
7. THE STORM WATER PONDS WILL ACT AS SEDIMENT BASINS AND WILL BE SITE DOES NOT CONTAIN WETLANDS. zo
S WHEN THE
SEDIMENTREACHES 2.0 T BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED Q) z
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TRAVEL INN -I LU
SEDIMENT POOL NO LONGER DRAINS PROPERLY A �oj Z
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8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE.ALL SEEDED AREAS WILL BE :If
MULCHED ACCORDING To SPECIFICATIONS IN THE VEGETATIVE PLANrr 75 Ik�) 6-1 L'CCO 061�DWG- 0 LU 0
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FERTILIZED,RESEEDED AS NECESSARYAND
TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER
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THOSE SHOWN ON THIS PLAN ARE NOT
9, MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IFO
EFFECTIVE.
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10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT IS COMPLETED. TP 43.25 !3
Iq / 42.75 Ls a, 8 1>2
11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT.ALL PERMANENT MEASURES WILL BE WELL 41 1% 1 1 3.10 41 LU
ESTABLISHED BEFORE PROJECT CLOSE-OUT EX 42" -
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1 50' 4 WATER Q NC,G,S.MONUMENT SEDIMENT TRAP
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32-0016
C-4
m DETENTION OUTLET DETAIL DI Oul__CznU_OU_OU_OU_Ou_OU_Ou_OU OU 1 inch 20 ft R04914-002-026-000 CSD FILENAME:
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WEIR OPENING 3 SIDES ONLY ELEVATION=42 0013YF
--- -- - -- -- ---
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INV 38181 Mo EM ELEVATION=3764
SEASONAL HIGH WATER TABLE
8 -RIGWT-OF RIGHT-OF-WAY RIGHT-OF-WAY WY CONTROL PLAN
0 (N.T.S.) PRELIMINARY DESIGN-NOT RELEASED FOR CONSTRUCTION MCD0518-GP.DWG
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- PRE-CAST CONC. WHEEL I I - LEVEL 6 CLEAR AREA DETECTABLE WARNING U)
24" I I TYPICAL SCORED JT NO7T0 EXCEED 2% cco
STOP WITH 2#4 BARS
LOCATION VARIES IN ANYDIREC710N
6" 2" 1"O X 18"LONG G.I.PIPE A 6.0' 5.0'MIN. VARIES 6.0'
AT EACH END.DRIVE INTO VAN VAN-ACCESSIBLE 2SLOPE (SEESITEPLANJ 112 SLOPE U
I-III=_ 11/2"R. o ACCESSIBLE A m Z Z h
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@ 28 DAYS -III—III III—I I Imo'i l III=III III=11 - W W z
11=III=III III=1 111—III III III- �♦ WH/TEBACKGROUND LIP OFCURB
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° PEDESTRIAN PATH FROM ° - .° a 0 O
a ° • CAR TO WALK PASSES • SIDEWALKACCESSRAMP U
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3000 PSI CONC. .I1_I I I—I I I—KIT 1/2"EXPANSION JOINT
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1. SCORE CURB/VALLEY GUTTER AT ITO.C.
2. PROVIDE I/2"EXPANSION JOINTS AT 90'0.C. 3/4" KEYED JOINT -
3. CONTRACTION JOINTS SHALL BE SPACED AT 10'
INTERVALS. (A 15'SPACING WILL BEALLOWED WHENA + BACK OF CURB ® PR V i 11 D
MACHINE IS USED.) ° ' ° °. ° .- q ° , ` d° HANDICAP SIGN DETAIL 2L0" 1 DEEP LINE
4. FINISH ALL CONCRETE WITH CURING COMPOUND. - SIDEWALK OR
I SIDEWALK AREA
'- " STANDARD CURB AND GUTTER BACK OF cuRe SIDEWALK SECTION
2 O S ASPHALT CONCRETE
U
XPANSIGN JOINT 1/ I " '�
v
`\
(tyP.) PLAZA "DRIVEWAY APRON I PLAZA �i ��, �' r,,•
3/4"WASHED GRAVEL ° ., ° ASPHALT ASPHALT I P }1 jXw
2"ASPHALT SURFACE COURSE CONSTRUCTION JOINT _ - - `; - - - - _ _ PARKING ISLAND PARKING
6"COMPACTED GRAVEL BASE �-III-III-III-III-III-III a. -III-III-III-III- -I- �D- XPANSIGN JOINT 1/ I A URH RETURN
_ III-III-III-III-III-III= - - - -III-III-III-III-III-III-I ° I �? CURB � �
.III=III=1 =111=III=111=III=III=III=1 t i. 1-III-III-III-III-III-III-I 1=III=III III=1 I III=III=1 I=1 I=III=1 =1 1= g'_6• 3
11=III=III-III=III=III=III=III=III=III=I-- COMPACTED SUB-GRADE fn" III III-III, ,III, ,III III III, ,III1,,III, II,1,III I I,;III,1,III,;,IIhIII III, ,III...1 1'-6. R
-III-III-III-III-III=III-III-III-III-III= FAce of euaowG., W
�-III=III-III-III-III= - -III=III- FOUNDATION WALL EXPANDABLE FILLER 6" 6"
-III=III=III=III=III=III=III=IIII1III=III1 WHERE OCCURS PANSIDN JOINT 1/2' <LSm> MIN. RESIDENTIAL XPANSIGN JOINT 1/2'
_ _ _ _ ___ _ 13' C4.On) MIN, OTHER
SUBGRADE COMPACTED TO A MINIMUM 98%STANDARD ° . ° c ° ° _ PLAN PAVEMENT PLAN -
PROCTOR MAXIMUM DRY DENSITY (ASTMD 698)REFER - a - - ° °. ASPHALT/CONCRETE TRANSITION
°
TO SOILS REPORT IF AVAILABLE.
3.0'
PARKING STALL ASPHALT PAVEMENT BACK To BACK L �ISH PLAZA GRADE °
PAINT YELLOW 7rr_ /4 PER 1'-0'
— 1 1/2"ASPHALT SURFACE COURSE =III-III 6" = I - 0'-6' _ L
'III III= — Ilt�lll_ 1'_ 0 2• o
1 1/2"ASPHALT BINDER COURSE III ° . . ° III= = I _ : . 0'-6 ", O
314'WASHEDGRAVEL(typ.) III III - III 6 r /4 PER i'-0' CONCRETE c
8"COMPACTED GRAVEL BASE H
Q V( PANSIGN JOIEXPANSION JOINT 7 u\\V11 �LJ/�\� I I III III=1 III III=1 III=1 I I1 I1=I I I III I=I I -I c v
Iii_III-III III III=III III-III=L III=III III III III-III- SECTION B-B
III=III-III=III=III=III=III-III=III=III= -_, —_- _,;,_,;,_,;,- SECTION A-A
II III III III III III ,III,,,III,,,III;,III III III III III III II � c
I I-III-III=1 I-III-III=1 =III-III=III-I— COMPACTED SUB-GRADE
-III-III-III=1 I=III=1I I=III=III=I I=I G 1"@ LAWN AREAS, SECTION
I I-L 11=1 1=1 1=1 I M I 1=I I I-I 11-11 IM I I=1 1rr"RADIUS(typ.) - -11n"@ PLANTER AREAs O
-III=III=III=III=-III=III=III=III=III=III. _ _ _ _ STANDARD DRIVEWAY DETAIL
CONCRETE FLUME J
SUBGRADE COMPACTED TO A MINIMUM 98%STANDARD ° , - -III I -I(I-III-
PROCTOR MAXIMUM DRY DENSITY (ASTM D 698)REFER ° ° ° o °- III-I I I=1 I I-III-I 1 NOT D TO SCALE x -
TO SOILS REPORT IF AVAILABLE. =II=111=1I I-1I I PAINT YELLOW
TRAFFIC AISLE ASPHALT PAVEMENT ° III-III=1 =1 I=1 I
a 1=III11III=III=III-
NOTES: ° III-III-I I1=1I-I McDONALD'S "THANK YOU"
1. CONTRACTOR SHALL OBTAIN SOILS REPORT BY ECS CAROLINAS,LLP PROJECT#22.12275 I-III-III=�L=III- ��/(V J�J J ~
PHONE:[phone] 11-III-III- = ausTER sNRuss Pax �/ V Q
2.CONTRACTOR SHALL PLACE BINDER COURSE DURING CONSTRUCTION, -III III III-III- Inv MAlxrauxcE W
F USE LAM]PT TREE fYR A igCNL POUNT BUSTER TREES TO ALLOY fTR
THEN PLACE SURFACE COURSE AFTER BUILDING AND SITE CONSTRUCTION. 3/4"WASHED GRAVEL(typ.) 6" •..vEEPaNc vaLav,LIVE axc MMMTSIBU EwBxlExr cAsr K �'
RIGHT OR LEFT COMBINATION STRAIGHT AND
ACCESSIBILITY O
ASPHALT PAVEMENT DETAIL SLAB EDGE TURN ARROW LEFT OR RIGHT TURN ARROW N
p W U
76' 20, EXPANSION JOINT 2 2 2
36• AT 30' INTERVALS(TYP) [� p k
ROUND CON(. 1 z
TOP CONCRETE SLAB DETAIL 28, 64' 36 IL 3
AA.L 0 � o
32' 12, __ AZA ARE 2�lt. i w
8"0 STEEL PIPE 1� W 2 W
FILLEDW/CONCRETE PAINTARCHYELLOW 14�1- 28' M ,� O 6
44' 100' 160 14' ® !� W O y
m BITUMINOUS JOINT - 28 2 _ a 2 W
FILLER(CON(.
^ w8" 8" PAVEMENT ONLY) 24 I
2e 1' SCORECTYP) lE ll = 3
32, I I LAx BONG o Si VARIES N O
-'H I-•-- 12' 24 ', ttE PORT n a c OF PBx° AZi Q 0 O
, CHAPTER VI l 1 Z
LL
FINISHED GRADE PAINT WHITE: ' R-28 I 4' too' Itl lir o W
OR PAVEMENT WHEELS,3 STRIPES I I 32• r
-_jwom� �l- VEGETATtON MIST BE EVENLY ♦ U
AND BOLD SLASH. 12' STRAIGHT ARROW lar wTBivAis P�To Y v U m
0 76' f` 20' Nate,, ♦ \ U / a O
v O COMBINATION LEFT AND t. If possible, locate pond where vegetation edsts. �� Cn 2
CONCRETE O 2. Suggest minimal clearing to conserve visual
FOUNDATION STRAIGHT AND RIGHT TURN ARROW vuait of site and Nnimize the additional 2
of tree planting. An irregular shape Q
64' provides a more natural appearance. y Z
12' 3. Landscape strip shall be a maxima slope of Z
TI In order to plant vegetation.! Q 9 to
PAVEMENT MARKINGS l 4. Provide a minimum of 3 inches of mulch around a Q
MCDONALD'S ARCH LOGO '—r 10, all Vegetatton. STANDARD SIDEWALK DETAIL LU
CONCRETE BOLLARD ARROW SYMBOLS -(� 4'�--
sn II-o3 -{ SD 8-15 Z o
14' 56' NOT TO SCALE i' O Q
i
5'X F HANDICAP LANDING OUTSIDE ALL DOORS
THERMOPLASTIC ARROWS MAY BE
TYPICAL STORM WATER FACILITY
a COMBINATION LEFT ,
-a N T DRIVEWAY PER AND RIGHT TURN ARROW LANDSCAPINGF PLAN
° N STANDARD DETAIL SO 8-03 SD 15-16
o° 4'4''(MIN:) �O .a ° .
g w R6-1 30' X 31 ® Q W 0
ct
't GENERAL NOTES OBSn7UCnN7N MAXIMUM SLOPE = 1 T 12 W° a ° , . 12' % 36' TRAFFIC ARROWS
�. - ° - + (2-sided typ.) R6_1 Q � j
12' X 36' -ALL PAVEMENT MARKING SYMBOLS SHALL BE WHITE ON COLOR TYP/CAL SCORED ✓T. A R
PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED AS TO Br r�
cc
3O' X 3O' _5 a yp• ENCROACH INTO INTERSECTION AREAS. LOCH noN VAR/E$ , III' LEVEZ 6' CLEAR AREA �j Qy N Q
1/2"EXPANSION JOINT 5•_0• M. -ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKING AB 4'MIN ma® I` p LU Z
CONTRACTION 15' TYP IS' TYP SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION s mmm £° ' W
4" PLAN JOINT 3 3' JOINTS UNLESS APPROVED BY THE ENGINEER 71
NOT 70 EXCEED 2A
° a ° /N ANY O/RECnpV
wSEE ENLARGEMENT BELOW RIGHT
° - STANDARD ONE-WAY DRIVEWAY PAIR (ev� curb an street) NOTE:PAINT ARROWS THERMOPLASTIC WHITE MUTCD STANDARDS AND CITY/NCDOT ,? - g !'LI J Q
O
a O U
SECTION B-B
CORB�+' '•A !'a�)F` ®aa '' a
THERMOPLASTIC ARROWS MAY BE
CONTRACTION JOINT NOTE., o 0
Its "M ty pxe4ta a W
T DRIVEWAY PER 1.Z00%MAXIMUM CROSS SLOPE
4"CON(.SLAB ON GRADE-BROOM FINISH STANOARn �� - 2.PAINT WHITE LIP os-CURB A NHEN 'Y"/S LESS WAN aB' BARED o
CURB TO CURB SIDE SLOPE CANNOT EXCEED 1 : 12 STREET ADDRESS z y Q
EXPANSION JOINTS @20'-0.0.C. 6'-0' MINIMUM RAMP LENGTH W
CONTROL JOINTS @ 5'-0"O.C. FRS-! ® DEPRESSED CURB 4301 MARKET STREET
(UNLESS OTHERWISE SPECIFIED) OU O OU O
8 R6-1 30' X 30' "t STANDARD 2'-6' STATUS DATE BY
_ 12't MAXIMUM SLOPE CITY STATE
* C2-sided typJ 12' X 36' e. CURB GUTTER
. ° BIBS-1 (2-sided typJ °
SUBGRADE COMPACTED TO .III Ii llnlll I11 III III III III III III °. . ®30' X 30' ;p - -° WILMINGTON NORTH CAROL/NA
98%STANDARD PROCTOR I(I III III III III III III III III III III— - ° 15' TYP 13' 24" ci SIDEWALK ACCESS RAMP °• FINAL
_ 15' TYP 3' 12"
MAXIMUM DRY DENSITY �=III=11(-III-I IT=III-III-III=III=III-III-III-III 3� O I/2' EXPANSION JOINT COUNTY PLAN CHECKED - -
(ASTMD 698)REFER TO 11I-III=111-III=III=III-III=III-III-III-III-III=II sWA ENLARGEMENT PAIR
RIGHT n
REPORT IF AVAILABLE. SOILS -III-III=III-) =TL=I I LI I-III=1 LI 1=III-III-°° ° STANDARD ONE-WAY DRIVEWAY PAIR (cam h street) MRS-1 I. LOSTRIPINGAL A A NEW HANOVER
AS-BUILTRig" HANDICAP %4W
- -
SECTION A-A STAND n ONE-WAY DRIVEWAY TAX PARCEL NUMBER LOCATION CODE NUMBER
CONCRETE SIDEWALK T SO 8-21 F CROSSWALK HANDICAP RAMP DETAIL 32-0016 C-6
Uzi Im
R04914-002-026-000 CSD FILENAME: DETAILS
PRELIMINARY DESIGN-NOT RELEASED FOR CONSTRUCTION MCD0518-DT1

DEWATERIN ONCRETE BLOCK DRAINAGE STRUCTURE NOTES -
-�- - —_r-C
- 1%lu mow= o 0 0 o URB INLET 1. BOXES SHALL COMPLY WITH LOCAL JURISDICTIONAL STANDARDS AND SPECIFICATIONS. h
h
ar C� O OO 2. ANY NONSTANDARD BOX IS TO BE DESIGNED BYA PROFESSIONAL ENGINEER.
STD.CURB&GUTTER oo O oo Z Z m = Z
CD Q o 3. THE MAXIMUM HEIGHT OF AN UN-REINFORCED MASONRY DRAINAGE STRUCTURE WITH CO
U (.50 U
��ul� 3• 8"WALLS SHALL BE LIMITED TO 8'-O"FROM INVERT OF THE OUTLET PIPE TO THE TOP OF IY IY -5 co ix
g THE CASTING.DEPTHS GREATER THAN 8'-O"SHALL HAVE WALLS 12"THICK.BASINS OVER
O�NS� 41 - IZ IN TOTAL DEPTH SHALL BE DESIGNED BYA PROFESSIONAL ENGINEER.FOUR INCH
CGReTp C N o C= O O C= O O og WALLS ARE NOT ALLOWED ON DRAINAGE STRUCTURES.BOTTOM SLAB ON STRUCTURES
o SHALL BE REINFORCED WHEN BOX DEPTHS EXCEEDS 8 FT
� 4. STEPS ARE TO BE PROVIDED ON ALL BASINS DEEPER THAN 42".
. - •° °° _w oho �"�J[('''��� 9400 > .' • � ti ti
° ° L - - ,� Q Q p�Q �`'bo �• u '. & STEPS ARE TO BE PSI-PF AS MANUFACTURED BY M.A.INDUSTRIES OR AN APPROVED W W
EQUAL.LOCATE ON NON-PIPE WALLS. Z
U U W N cti
SLOPE,GRAVEL FILTER " 6. MORTAR IN MASONRY BOXES IS TO BE TYPE M. g
1/2"EXPANSION JOINT e
° 11L W W O0 co
° ° WIRE SCREEN DEWATERING 7. CLAY BRICK STRUCTURES ARE NOT ALLOWED. O R W 111
DEPRESS GUTTER � � TEMPORARY SEDIMENT,, U
�) /�
LINE TO MEET GRATE ° ea - POOL 8. CONCRETE PIPE IS TO BE MINIMUM CLASS Ill. a Z 2 z
2' MAX ) - 16 WIRE SCREE RAVEL FILTER CONCRETE BLOCK 9. CONCRETE BUILDING BRICK IS TO MEETASTM C55,GRADE N,TYPE 1. j -I U
• RUNOFF 10. BASINS LOCATED IN WETAREAS,OR AS OTHERWISE REQUIRED BY THE TOWN W m D] Z
WATER WIT ENGINEER,SHALL HAVE WEEP HOLES AS SHOWN ON DETAILS. p W W ad
/ / '•' SEDIMENT ILTERED WATER
DROP INLET OVERFLOW 11. ALL CAST-IN-PLACE PRECAST CONCRETE DRAINAGE STRUCTURES LOCATED IN PAVED O O
SEDIMENT WITH GRATE / "y,• :e AREAS ACCESSIBLE TO TRUCKLOADINGS TO BE DESIGNED TO MEETAASHTO HS 20-44 j (L U
LOADING.SEE MANUFACTURERS DETAILS FOR WALL,TOP AND BOTTOM THICKNESS.
EAST JORDAN IRON WORKS V4060-1
FRAME, COVER&HOOD
CONSTRUCTION SPECIFICATIONS
M
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW ! ' •''*,;• .'• �
Nr.,aaw wxae auu N:
PSI-PFSTEPSBY �� TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2' BELOW .e ! TOP
M.A.INDUSTRIES a"u"� ,""wc io"NoslVfio aow
o- THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE � '
EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN SEDIMENT •'P'
(NOTE 5,DRAINAGE SEE NOTES S
STRUCTURE NOTES) OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY •'' "
PLACING 2x4 WOOD STUDS THROUGH BLOCK OPENINGS. * �� * a.V•• 11 "' e T O O O 1
$ " • - • Q 00 N M O O
° ' 2�')• * 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS WIRE SCREE i' .', ` �•,c ,
OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. ' • ''' 1•M!110E
ru o
3. USE CLEAN GRAVEL, 3/4 TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP 2' X 4' WOOD STU � '• *.. s W N M •F
J ap•. .,.
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE.
D.O.T #57 WASHED STONE IS RECOMMENDED, CURB INLET
31V RIOAK
I DROP INLET PR❑TECTI❑N CURB INLET PR❑TECTI❑N ''
J °-cc SD 2-14
to SD 13-02 I •)i. r.o�G�m. = ^ v
W r1 ( 7 c
FIG. 1 C�AFS• a• r-1w • RAN a O
tl, W CLASS - C SHA +'E BOTTC OM X `+
SHAPED BOTTOM LOAD FACTOR •'
LOAD -•' I ` I w •.`�'j
° . * - 3 1FSACTOR 1.5 _ J_ N
",, a . z W Bc W
PRECAST ° - . a W Bc W s SIDE r 1 7
CONC.Box a 0 END
LIGHTLY O BACKFILL D PRECAST CONC. COVER WITH HANDLES W
COMPACTED-.,
FOR TYPE III CATCH BASINS DETAIL
" Bc/4 BUT NOT ;•�;
0.5 LESS THAN 4' "• . <'^ n.Ls. _
° ONE CUBIC FOOT OF MI 0.5 •p
CLEAN STONE IN BURLAP MIN.
HAND SHAPED FROM {"PRECAST CONC. avm
BAG TO BE PLACED AT HAND SHAPED FROM
FIRM UNDISTURBED SOIL tiL `SO WT' HAHD=
�0
EACH WEEP HOLE ANGULAR BEDDING MATERIAL ��
Pl'OV" ,•. � .• CLASS 3'B CLASS 3 B
•• ~• 2'DIA.PVC WEEP HOLES
LOAD FACTOR LOAD FACTOR _ G
(SEE NOTE 10 ON DRAINAGE 1.9 1.9 lr i ,• s �_ d p
STRUCTURE NOTES) W Bc W Bc i lurk"ll I in 'J� O m
s' by a' CCCURB INLET p CAREFULLY COMPACTED J
C BACKFILL BACKFILL 9• 3' B' • SEE OETAIL SNOWING n •~••
6• PRECAST CONC. COAR ;
AND HANOUS FOR TYPE 11
_,.;• ..4,`� 1, CATCH MINVAIN A Q Z
ANGULAR i�>�:`: �NO ON nc U V
MATERIAL NO oT smc ON 1s" U w
12" COMPACTED MARL BASE HAND SHAPED FROM •Bc/ 2'-3' CC
LESS
UNDISTURBED FIRM SOIL BUT NOT vARoa1E
(D.O.T.) REQUIRES B") LESS THAN 4' COARSE AGGREGATE ,
GUIDELINES FOR BEDDING DETAILS,
2" ASPHALT o
TYPE "1" STORM SEWER CLASSES (B & C) ti2 �ti�• o
EXISTING PAVEMENT N.C.D.O.T. SPEC.
12*
EXISTING PAVEMENT SD 2-17cn
T o
C❑NSTRUCTI❑N ENTRANCE/EXIT
VARIES AS DIRECTED BY ENGINEER 8' MAX. SLAB TOP INLET DETAIL co cU
' „ , 1. ^ Zw TOP STRAND MIN. y�10 GUAGE SD 13-03 (R.rs.� W
STAY WIRES MIN. #12-1/2 GUAGE
_0 _Q � Q
IIF-1 a z
�¢
COMPACTED BACKFILL ^`'1J J/1I U _W'
WO[8$4LL
I I I 35 15 16" O o
w- MAXIMUM X W N
j-1 MAXIMUM
1/2" 5 11/16" G I U
a
3 3/4"�� M W O
0 d Z
= PIPE _ BOTTOM STRAND MIN. #10 GUAGE = 3
Z (� �� �� 3/i6" O W W
m rn __ _ - __ __ 3 1/8" RAD h O
NOES: DRAIN LETTERED: RAD 1 7/8^ SHEAR TAB
® "35ATE "X0002" a RAD . O LL
>< -
* BACKFILL TO BE INSTALLED IN 6" LIFTS (MAXIMUM) AND STEEL OR WOOD POST 6" 6" g^ TYp• y DATE "xxMHD' 2 3/a" 01 W X
COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED I MHO' RAD
///��� U �
BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-99 1` 1-
* CUT - BACK TO BE PREPARED AFTER TRENCH BACKFILLING TOGETHER FILTER FABRIC (a) 1/2" DIA. GREEN SAND 5 i/2" n
SLOTS FOR BOLTING ® n °° a O
AND COMPACTION 1 DRAINS z
NOTES: GROUND LINE o _ _ _ _ _ _ — _ - - _ ®_ _ _ 3/8'
1. WIRE SHALL BE A MINIMUM OF 32" IN 1'1 FILL SLOP { �- 10
2
STANDARD SHOWING METHOD MAKING PAVEMENT WIDTH AND SHAD HAVE A MINIMUM OF 6 2 O
LINE WIRES W 12 STAY SPACING 2" I 3/8" RAD � g Z
REPAIRS WHERE PIPE IS INSTALLED 2. FILTER FABRIC SHAU!BE A MINIMUM OF 8" w B" �7 � ®M ®M d ¢ W W
36" IN WIDTH AND SHALL BE FASTENED 1 • H W U LU
ADEQUATELY TO THE WIRE AS DIRECTED I- a W 1L O
PAVEMENT BY THE ENGINEER p" (4) 1/2" DIA. CORED HOLES N / ti W O
REPAIRS 3. STEEL FOSS SHALL BE 5' 0" IN HEIGHT d D-o
AND BE OF SELF FASTENER ANGLE a.0
SD 1-05 STEEL TYPE
c 4. WOOD POSTS SHALL BE A MINIMUM OF 6' 95 N 7/16" 2 5/8" w
w IN HEIGHT AND 3" OR MORE IN DIAMETER I-
r WIRE FABRIC SHALL BE FASTENED TO WOODEN 7 5/8" RAG. Q
ci POST WITH NOT LESS THAN y9 WIRE STAPLES p
1-1/2" LONG 7
ANCHOR FILTER FABRIC SKIRT SLOTTED DRAIN
SECTION THRU VANE DRAIN
N EXISTING GROUND COMPACTED BACKFILL TO AS DIRECTED BY THE ENGINEER
0 95% MODIFIED PROCTOR HALF SCALE
IF UNDER PAVEMENT O
04 GUIDELINES FOR TEMPORARY SILT FENCE DETAILWIRE
w
NN SD 13-01 (WIREPBYDRAI OTHERS) ®®��®6ETO PIE `se` 'A A,t�g4a®sr 0 j
TD. MANHOLE COVER, DRAINS BOLT TOGETHER ®®
SEE SO 14-01 (BOLTS BY OTHERS) N E OPEN AREA: 72 SQ. INCHES w F� @J, a w
N TE: ALL DIMENSIONS SHOWN ARE IN ENGLISH. �° o
J ® - MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 358. !c
DD FINISH: NO PAINT.
~ w C3 S z MANHOLE STEPS SAW 3 3/4" SLOT PIPE WEIGHT: 87# EA..IN
j (L �'iu z AS SPECIFIED DRAIN TO TO ACCEPT aR. E. REMME suuE ' R-3599-A S "' 4f '� (D
SLOPE WALLS TO ANGLE OF a h O
o REPOSE OF SOIL OR AS "N :o BLOTTO VANE DRAIN
O APPROVED BY THE ENGINEER ,x.a.«W,.nWm*eLrxWE a ^°P' NEENAH
FOUNDRY COMPANY '
f�F-35990002 B
U °0-11•°°O1'*�OOm NPR O'4 °* DALE 5-24-89 d a
CAD DWG
Z RAM-NEK JOINT MAT'L . REF: 35990002.OWG-5 1 wx awo, Nr ,max,ruvxr,* Ct WO WO
RECAST MANHOLE SECTION, g � ti o
Q G. OCTYPICAOVED EQUAL U 2
COMPACED PIPE EMBEDMENT g o
O TO 90% MODIFIED PROCTOR w i A.S.T.M. C 478 o F ¢ w
� o
o W ti STREET ADDRESS a
M a 5' MIN.—
"to MARKET STREET 0 o � 0 o
U to COMPACTED GRANULAR MATERIAL S SPEGIFIE CITY STATE STATUS DATE BY
G IF REQUIRED BY THE ENGINEER
p 5
0 M IW
WILMINGTON NORTH CAROLINA FINAL
c PIPE WIDTH +24" MIN- a• . , 3000LPSII CONCRE ETE BASE.
TRENCH BOTTOM •°
a COUNTY PLAN CHECKED
6' MIN.
uxu NEW HANOVER AS-BUILT
o STANDARD PIPE TRENCH DETAIL NOTE, S 12• MIN. TAX PARCEL NUMBER LOCATION CODE NUMBER
EXTENDED BASE MAY NOT BE REQUIRED WHERE MANHOLES /'�_
In, SD —O7 ARE GREATER THAN 4 FEET INSIDE DIAMETER 32-0016 IV_
PRECAST MANHOLE R04914-002-026-000 CSD FILENAME:
ND 0SCALE PRELIMINARY DESIGN-NOT RELEASED FOR CONSTRUCTION MCD0518-DT2.DWG DETAILS
0
U
X

W
BOLLARD SIGN NOTES: OPTIONAL SECONDARY DOUIRE
1. FOOTING SHALL BE SIMILAR TO STANDARD BOLLARD. SEE DRIVE THRU
DETAIL 2/bTI.1.• VERIFY ALL FOUNDATIONS AND FOOTINGS ��a)
CLUSTER SHRUBS FOR
NTH McDONAUDS PROJECT MANAGER. L3) 3 LOW MAINTENANCE
2. STANDARD AND CUSTOM MESSAGES ARE AVAILABLE FROM PIv
IMAGE POINT, 800.444.7446. U USE CANOPY TREE FOR A FOCAL POINT CLUSTER TREES TO ALLOW FOR >- U U U f=- U U U U
' - 1 COD COD ® ex. WEEPING WILLOW, LIVE OAK MAINTENANCE EQUIPMENT EASY DO vI ly N
CP ACCESSIBILITY
VERIFY GRAPHICS 1
W/SIGN MFRG.
OPROVIDE PER POS & COD ISOLATED
GROUND/DEDICATED CIRCUIT DETAIL.
CEILING 1/2"C-2y12 k 1012 GROUND @ 1 #12 ISOLATED
GROUND
2 O OA A2"CABLES. SEE REMOTEC FOR REMOTE CVEFII DETECTOR AUDIO k '11;;1 -1 .. . .. .. . .. W W
WRING DIAGRAM E REMOTE
V IC PROVIDE 3 W 0
6 o PULL STRINGS INSIDE CONDUIT. ..
— — — 4 2 1/YC FOR COD LOOP DETECTOR, ELECTRICAL -.'\ J • . .. .. .. .... . .. .
. .. . . U I- ' W
GRADE GRAD O I z Z Z (D LZL.I �' LU
EQUIPMENT ITEM M217.11E7
z 1/2"c FOR orsoER/cases BOOTH Loop .. . O 2 2 V W W z g Cr
II ° 11 11 DETECTOR, ELECTRICAL EQUIPMENT ITEM . ..
/217.11E1 . .. .. . CL O O W LU O ¢ U
FP-43 MUNU BOARDS O 2/5.02E4 IN ORDER/CASH BOOTH. PROVIDE 2" N ��.: J O O (,) h
PLATE FOR HOLE & GROMMET
ROS DATA CABLES. PROVIDE 22 1/2-C b• 1 `'- .. . .. .. . . . . .. .. C) J U ? C9 LU
SIDE VIEW SIDE VIEW .. . .. .. . . 00 DO Z
ABOVE CEILING. �• .. . .
f , z
• NOTE: VERIFY NTH SIGN MFRG FOR FOOTING O MFNUBOr2 POWER FOR ILLUMINATION OF �i/ ,1 .�, SEED OR SOD IOU- IOU- U U W
SIZE. SEE CIVIL ONGS. FOR RECOMMENDED PRE-SELL BOARDS >
FOUNDATION DEPTH RELATING TO REGIONAL / / v°� ® SIDESLDPES I- LL
Q Q
LL
FROST-UNE DEPTH.
t BOLLARD SIGN DETAIL 2 DRIVE THOU SITE WIRING DIAGRAM 3s
DTt.O TUTS DTt.O COD AND SPEAKER POST
6-3/4" IMalunoN WRAPPED 'm LANDSCAPE STRIP VARIES I o ,,_ 11
1 1/2' CONDUIT TO AROUND MICROPHONE :.4 / n
BUILDING FOR REMOTE f ' '
,h3/4• f ; ACCORDING TO SIZE OF POND W o o 4 0 0 0 0 �
SEE PART D & G OF o rn v m o N
DETECTOR, COD AUDIO • N rBY OTHH S H CHAPTER VI ¢ N N `? o o c7 �`+ ^AND DATA CABLES I \ \ coRr oRoa:R A.B.S. ELECTRONICS O
HOUSING MICROPHONE ACCESS 1 '
2 1/2' CONDUIT FOR a U
REMOTE DETECTOR °a 1 N LIGHT SENSOR - , LU
uI 1 INSULATION AT BACK
1 GALV. DOUBLE OF MICROPHONE WOO
"z
8 HEX NUT PASS MICROPHONE VEGETATION MUST BE EVENLY
WIRE THRU BUSHING DISTRIBUTED AT APPROXIMATELY
m iv m FLAT WASHER 100' INTERVALS AROUND POND p
I \ - •I :r ON/OFF
SWITCH
SPEAKER � J
z Notes:
8" HEX NUT SHROUD COVERS 1, If possible, locate �d p pond where vegetation exists,
%) N SIGN SHROUD DCONNECTICABLE 2, Suggest minimal. clearing to conserve visual
W Box ualit of site and minimize the additional < `-
'�/� 3- /8" callo N _ Io e• sEALnTE 4 1/a-2o ears DRIVE THRU DETAIL of tree lantin An irre ular shape W W ` U
EI.ECTRICAALPIANF1 FOR 9• 9• CURB GRADE HEpiT rovides a More natural Q appearance. +� � '
120VAC (PRIMARIES) %/�/ nllIr /�� ADJUSTMENT N.T.S. 3. Landscape strip shall be aprpiaxirlurl sloe of IRS'' �
SEE PANEL SCHEDULE / II °II " �\ p p p c 5
ON SHEET E6. �/ 11 ANCHOR BOLT SHROUD /
�/ Al II II 711 in order to plant vegetation,
\/ 41I 11 1 4 8.0X 24" I.G. / 4, Provide a minimum of 3 inches of mulch around a
PLAN II°� II _ / ANCHOR BATS
D II II d atL vegetation.
• OPENING IN BASE PLATE - CONDUIT MUST BE jj (l - FACE
ELECTRONICS
LOCATED WITHIN THIS OPENING ° _ _- -
1. CARE MUST BE TAKEN TO AVOID GETTING ANY REMOVE SCREWS TYPICAL STORM WATER FACILITY
CONCRETE ON THREADS OF ANCHOR BOLTS FROM FACE
ENTIRE ACEPERIMETER
2. AFTER SIGN IS LEVELED AND BOLTED INTO PLACE, ° °- " CONDUIT ~
FILL ENTIRE AREA UNDER PLATE WITH EMBECO #636 ELECTRONICS LANDSCAPING PLAN
NON-SHRINK METAUC NON-RUST GROUT. SECTION • NOTE: SEE CIVIL PLANS FOR HOUSING
RECOMMENDED FOUNDATION ELECTRONICS ACCESS
g (COD) "CUSTOMER ORDER DISPLAY" DETAIL DEPTH RELATING TO REGIONAL S D 15 -16 Q
J
FROST-UNE DEPTH. o
SDt NOT TO SCALE U
OTE THIS DIMENSION TO
BE USED FOR THE REMOTE DETEECTOR O
LOOP (SEE DETAIL BELOW)
Is 4 1 1/2- PVC SLEE'VE
FOR DETECTOR LOOP C C7
MAX.REMOTE VEHICLE DETECTOR DETECTOR LOOP: WON 4 0TI•PAD FOR
ECTORONS OLOOPoVE-THfiU LANE =
LOOP IN CONCRETE PAC). � NO STEEL IS TO BE USED IN CONCRETE SEE -------EXISTING TREE
2 1/2" PVC SLEEVE INDICATOR CONTROLS CORPORATION D PAD DETAIL THIS SI#E
IN D/T SLAB FOR 3000 EAST LAS HERMANAS STREET,
VEHICLE DETECTOR LOOP RANCHO D 1INGYEZ, CALIFORNIA 90221 . , -
CONTACT: (801 733-7872 FOR ORDERING o 1 1/2" SLEEVE FOR VEHICLE
O
SPEAKER OR [phone] DREG COON FOR SERVICE DETECTOR LOW
C.O.D. Z
VEHICLE DETECTOR LOOP. � POLYYNYLCHLOMDE TUBING 1/2" I.D.
C.O.D. FOUNDATION 1 MADE FROM ONE LENGTH OF THIN > ° VEHICLE EETECTOR LOOP
SEE DETAIL DTI.O. FOURTEEN GAUGE STRANDED WIRE. LEAD-IN IS °I INNSSTLL MFR. RECOMMENDA710NS
NOTES
PRE-TWISTED AT FACTORY. - \ 1 1 I p C)
FORMED WITH ONE CONTINUOUS —
WITH NO SHARP CORNERS AS IN ot
W
• . / i \ / 1j
// \ 1 N I U N
DRAWING ABOVE. WIRE LOOPED, FORMED &PIGTAILED AS ILLUSTRATED ON THIS SHEET. ° O WNOTE DO NOT USE REINFORCEMENT RODS BELOW LOOP. KEEP ALL REBARS AND SCREENING AT LEAST I O k W
2 FEET AWAY FROM LOOP. < ,. / - T - DRIPLINE I I 0 3 z
/_. CONDUIT FOR REMOTE - I N v�J w o
3 / AUDIO T& DAOR OTA�CABLES `A i I 3COD ' MIN. STAKE Ir _ W
z TO D/7 BOOTH. SEE NOTE V '
LW
8 / FOR DETAIL DTI.O. I —HEIGHT ABOVE o _
CONDUIT NTH ISOLATED GROUND DEDICATED _ PROTECTIVE 1 GRADE
BRANCH CIRCUIT FOR C00. SEE DETAIL 2/DTI.O. CONC. CURB � �
ON THIS SHEET AND P O I.G. DETAIL IN SHEET E4.3. ti BARRIER a o
W O
¢ 0
PLAN WIDTH tx=DRIVE-THRU LANE ti � � ¢
NOTE THIS DIMENSION TO R7
3 REMOTE VEHICLE DETECTOR WIRING DIAGRAM LOOP U FOR THE RDA TE DETECTOR
� U �
SAD q R � Y
LOOP tSEE NOTE BELONG I 'I ,�--�—� Z O U_
kSDI18M-AX24C,,�_%INT
�v- "v _ I --•� 1 .` ` ~` a
NOT TO " PRE-MOLDED EXPANSION MATERIAL
LU
—CONC. CURB OR -H �- I /I I� w m
CURB TD GUTTER
ti
h 2
_ W PAVEMENT Nf O J
W Z Q
/ °W ` NOTE: ¢ x
FOR DETECTOR LOOP \\♦ 9
COD POST FOUNDATION cam i TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A Z o
SEE DETAILS/pTI.0 — — — — — — — ¢ TN)) CQ1
LOOP (SEE DETAIL BELOW) WIDTH aF `�-TM� E PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. a Q
5_D• ° 1croR�iooP� wsBGE DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO �I-ILDI CONOUIT TETHE TIPS OF THE OUTERMOST BRANCHES. _
BUILDING FOR DETECTOR � rJ I-
LODE A. COD AND . . — NOTE FOR REMOTE DETECTOR LOOP
AUDIO CABLES r — --� - ° ADD CONCRETE PAD. J-BOX AND 2e MAX.
I DIST. FROM G QONDUITTO EDGE OFCURB METHOD OF TREE PROTECTION DURING CONSTRUCTION
FGUNDAnON WALL 1-
/ m SD 15- 08 W
NOT TO SCALE o
-1- --/ --�� SECTION
a .
/_6, DETECTOR LOOP DETAIL AT DRIVE THRU WINDOW
/� SD2 NONE
1-1/2" CONDUIT / VEHICLE O�EgTECTOR"LbOP,-
TO DETECTOR LOOP 8 INSTALL
�N�7E? MFR. RECOMMENDATIONS Q
J W
j W
C)000 POST O D:
/ W �
SEE DET. 5/OTI.O. PUP PANEL.
CONC. CURB SEE 4/bT1.0 FOR DIMENSIONS OF DRIVE-THRU LANE Zr 9p ®oaf ° j Bss� W Q
CONCRETE PAD FOR DETECTOR LOW. 1.
y{1 NO STEEL IS TO BE USED IN CONCRETE SEE er < O , �.� Ps Z j
PLAN D/T�PAD DETAIL THIS SHEET
COD POST TYP. / b U
SEE DETAIL 8/SO1
�s eF4etNM8n4V'� 0' p O
1/2' PRE-MOLDED EXPANSION
NT MATERIAL7. ®4aN BCOIN tl,+,6V5V0
CURBa D GUTTER B
CURB OR2 W Ix
STREETADDRESS Z Z ° o
PAVEMENT a y W
Z U O Q: U O
4301 MARKET STREET w o a w o 3
-- CITY STATE STATUS DATE BY
LcraR�OOPFOR VEHICLE µ WILMINGTON NORTH CAROLINA
LT> a FINAL
COD POST FOUNDATION I !•
SEE DETAILS/Sp 1 r—R
(SEE DETAIL BELOW) COUNTY PLAN CHECKED
LOOP (S
3 LOU
9 A
Al
LOAD IP 44 AMP LOAD !11➢V
11.8»FT. US SI FT. 4D3 SI FT.
`a a NEW HANOVER AS-BUILT - -
NOTE
SECTION DUAL FOR BY BOOR DTI'LNG T10 BE
TAX PARCEL NUMBER LOCATION CODE NUMBER
11DECTIONAL SM.
32-0016 C- 11
(2 DETECTOR LOOP DETAIL AT C.O.D. R04914-002-026-0.00 CSD FILENAME: SD DETAILS &
SD2 NOT TO SCALE PRELIMINARY DESIGN-NOT RELEASED FOR CONSTRUCTION MCD0518-SD1 MI SC. DETAILS