SW8060335_APPROVED PLANS_20060421

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
C❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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J' SITE
N.C. HIGHWAY 172
VICINITY MAP
NTS
SITE BID NOTES:
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McDONALD'S CORPORATION
McDONALD'S USA, I.I.C.
4601 SIX FORKS ROAD
SUITE 200
RALEIGH, NORTH CAROLINA 27609
[phone]
SITE ADDRESS: N.C. HIGHWAY 210
SNEADS FERRY, NORTH CAROLINA
PROJECT NUMBER: MCD-0515
LOCATION CODE: 32-1186
FEBRUARY 5,2006
UTILIT'r CONTACTS
WATER.
ONSLOW PUBLIC UTILITIES
604 COLLEGE STREET
JACKSONVILLE, N.C. 28540
CONTACT. KERRY RANDELL
TELEPHONE. [phone]
STORM DRAINAGE:
NCDENR
127 CARDINAL DRIVE EXTENSION
WILMING TON, N.C. 28405
CONTACT. • LINDA LEWIS
TELEPHONE. [phone]
SANITARY SEWER:
NORTH TOPSAIL UTILITIES
1095 HIGHWAY 210
SNEADS FERRY, N.C. 28460
CONTACT.- EDDIE BALDWIN
TELEPHONE: [phone]
GAS:
NOT AVAILABLE
ELECTRIC.
JONES ONSLOW ELECTRICAL CORP.
CONTACT. CUSTOMER SERVICE
TELEPHONE: [phone]
CONTACT.- CUSTOMER SERVICE
TELEPHONE: [phone]
1. THE COST TO EXTEND UTILITIES TO THE CONNECTION POINT IS TO BE REFLECTED 1N 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 10PROVEMENTS, REPAIR / REPLACE AS REQUIRED
SUM. ANY REQUIREMENTS OTHER THAN IMPACT, TAP FEES PAID DIRECTLY TO THE PURVEYOR ARE THE
PROJECTS PROVIDING IT 1S MAINTAINED IN GOOD REPAIR. THIS SIGN MUST BE POSTED WITHIN 10
BY LOCAL JURISDICTION.
GENERAL CONTRACTORS RESPONSIBILITY.
CALENDAR DAYS OF PROJECT START. IF NOT, A $500.00 DEDUCT WILL BETAKEN FROM THE CONTRACT
AMOUNT.
24, GENERAL CONTRACTOR TO PROVIDE AS BID ALTERNATE, "LAMP BLACK" (MIXED IN TRUCK OR
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
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.
PROVIDED BY GENERAL CONTRACTOR. VERIFY LOCATION WITH PROJECT MANAGER.
AGGREGA TE ASPHALT (BINDER CEMENT BASE PAVEMENT AND A FINAL 1" LA YER OFAGGREGATE
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.
TOP OF FINISHED CURB, INSURE BEDS ARE FREE OF FOREIGN MATERIALS AND DEBRIS. CONTINUE TO
ARE ELIMINATED
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.
AND MULCH TO FINISH FLUSH WITH CURB.
15.
IN CASES WHERE CONCRETE PARKING LOTS ARE APPLIED, CONCRETE IS TO BE IN COMPLETE
(CHECK SPECS)
CONFORMANCE WITH McDONALD'S PLANS AND SPECIFICATIONS INCLUDING SOILS REPORT.
4. GENERAL CONTRACTOR TO ADHERE TO SOILS REPORT AS BASIS OF SITE WORK FOR ANY POOR SOILS
REMOVAL AND REMEDIATION, UNDERCUTTING, OR ROCK REMOVAL. THE GRADING PRICE SHALL INCLUDE,
16.
ALL SIDEWALKS AND CONCRETE PARKING LOTS INCLUDING DRIVI =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 W FOR SIDEWALKS AND NO GREATER THAN
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
ORDERS FOR ANY POOR SOIL REMOVAL AND REPLACEMENT (SOIL REMEDIAL), SHALL NOT EXCEED 7 %
EXPANSION JOINT FILLER, FINISH WITH RESIDUE FILLER FOR ALL SITE FLAT WORK.
OF THE TOTAL COST IN PLACE OF LABOR AND MATERIAL. CONTRACTOR SHALL PROVIDE UNIT COST FOR
UNFORESEEN POOR SOILS REMOVAL AND REPLACEMENT AS ALTERNATE_
17.
ALL SIDEWALKS SHALL BE TILED WITH 6X6 CANYON RED ABRASIVE CONTRACTOR TO BID MINIMUM 50
S.F. AT EACH DOOR WITH REMAINING THROUGHOUT AS BID ALTERNATE. INCLUDE TILE PRE -FRAMED /
5. PROVIDE ALL CONDUITS AND WIRING, SEPARATE CIRCUIT FOR MENU ORDER STATION AND DETECTOR
MOLDED EXPANSION FILLER DIRECTLY CENTERED OVER SIDEWALK D(PANSION JOINT.
UNIT. THE DETECTOR LOOP SHALL BE INSTALLED IN THE DRIVE THRU PRIOR TO POURING THE
CONCRETE DRIVE-THRU LANE. COORDINATE LOCATION OF MENU -ORDER STATION.
18.
COMPACTION OF BUILDING SUBSTRATUM AND ASPHALT AREAS TO BE VERIFIED IN WRITING AND
PERFORMED BYA GEOTECHNICAL ENGINEER CONSULTANT. THE GENERAL CONTRACTOR SHALL COVER
6. VERIFY THE TYPE, SIZE AND LOCATION OF TELEPHONE CONDUIT REQUIRED TO SERVICE FACILITY
THE COST OF TESTING.
MINIMUM SHALL BE 2".
19.
PARKING LOT SUB -GRADE TO BE A T A MINIMUM OF 95 % COMPACTION, GENERAL CONTRACTOR TO
7. GENERAL CONTRACTOR AND ASSOCIATED SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATING
PROVIDE PROCTOR FOR PROPOSED FILL MATERIAL PRIOR TO COMMENCING CONSTRUCTION. EACH Z500
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.
INSTALLATION.
REVISIONS:
20.
GENERAL CONTRACTOR TO PROVIDE CONCRETE CYLINDER TEST FOR FOOTINGS, SLAB, AND ALL
8. ALL REQUIRED DEMOLITION IS REQUIRED. CONCRETE PARKING LOT PAVEMENT INCLUDING DRIVE-THRU LANE AND DUMPSTER PAD.
9. REVIEW GREASE TRAP LOCATION. 21. GENERAL CONTRACTOR TO PROVIDE (2) 1" CONDUITS FROM CASH WINDOW DRIVE THRU (ABOVE
10. WATER SERVICE SHALL BE 1-1/2" MINIMUM FOR DOMESTIC AND 1"MINIMUM FOR IRRIGATION AND BE CEILING) TO REAR PARKING LOT LIGHT POLE (RUN UP INSIDE POLE 14' A.F.F.) TO INCLUDE 110
OF COPPER MATERIAL. EXTERIOR WEATHER PROOF GROUND FAULT BREAKER (OUTLET), PROVIDE REMAINING CONDUIT WITH
PULL STRING FOR FUTURE SECURITY CAMERA COAX CABLE.
11. VERIFY GAS METER LOCATION PRIOR TO INSTALLATION. 22. ALL CONCRETE CURBING SHALL BE AS PER PLANS AND SPECIFICATIONS. PROVIDE 2" PVC WEEP HOLES
12. GENERAL CONTRACTOR WILL VERIFY BUILDING LOCATION CERTIFIED BY REGISTERED SURVEYOR. (A AT EVERY 40.O" O.C. (GRAVEL BEDDING BEHIND CURB) TO PREVENT TRAPPED WATER IN LANDSCAPE
SEALED AND SIGNED C-2 WILL SUFFICE) PRIOR TO INSTALLATION OF BUILDING FOUNDATION. A SEALED BEDS.
CERTIFIED C-2 PLAN AND BUILDING PLAT IS REQUIRED PRIOR TO SUBMITTING FIRST PAYMENT REQUEST.
AS -BUILT LOCATION OF BUILDING TO NOTE BUILDING SETBACKS AND VERIFICATION OF VERTICAL
CONTROLS PROVIDED BY GENERAL CONTRACTOR.
0
3-16-06
CLIENT COMMENTS
RCN
®
4-18-06
NCDENR COMMENTS
RCN
NO.
DATE
DESCPIP 77ON
BY
SITE INFORMATION
SITE ADDRESS:
N.C. HIGHWAY 210
OWNER / DEVEL OPER.
McDONALD'S USA, LLC
4601 SIX FORKS ROAD
SUITE 200
RALEIGH, N.C. 27609
TELEPHONE: [phone]
FAX: [phone]
DESIGNER:
COMMERCIAL SITE DESIGN, PLLC
7501 CREEDMOOR ROAD, SUITE 106
RALEIGH, NORTH CAROLINA 27613
PH.: [phone], FAX.- [phone]
ZONING:
HB - HIGHWAY BUSINESS
EXISTING USE.
VACANT
PROPOSED USE:
FAST FOOD RESTAURANT W/DRIVE-THRU
BUILDING SETBACKS:
FRONT ..............
65 FEET
SIDE.- ..........................
20 FEET
REAR .............................
25 FEET
1 SPACE PER 3 SEATS, PLUS
PARKING REQUIREMENTS:
1 SPACE PER 2 EMPLOYEES
36 SPACES REQUIRED
PARKING PROVIDED:
41 REGULAR SPACES
2 HANDICAP SPACES
43 SPACES TOTAL
SITEAREA:
42,010 SF OR 0.96ACRES
DISTURBED AREA:
47,416 SF OR 1.09 ACRES
IMPERVIOUS A'. �.A:
30,459 SF OR 0.70 ACRES
PERCENT OF IMPERVIOUS AREA:
73 %
BUILDING ARE,,.,
3,727 SF
WATER:
ONSLOW PUBLIC UTLITIES
SEWER:
NORTH TOPSAIL UTILITIES
INDEX TO DRAWINGS
C-1 TOPOGRAPHIC SURVEY
C-2 SITE PLAN
C-3 GRADING/EROSION CONTROL PLAN
C-4 UTILITY PLAN
C-5 DETAILS
C-6 DETAILS
C-7 DETAILS
L-1 LANDSCAPE PLAN
L-2 LIGHTING PLAN
MD1 STANDARD MENU BOARD DETAILS
MD2 STANDARD MENU BOARD DETAILS
MD3 STANDARD MENU BOARD DETAILS
MD4 STANDARD MENU BOARD DETAILS
TC-1 TRASH CORRAL DETAILS
�- TC-2 TRASH CORRAL DETAILS
�m
APPROVED
NORTH CAROLINA ENVIRONMENTAL.. Z�� 2(��•�
MANAGEMENT COMMISSION /
DIVISION OF WATER QUALITY
F-NGIN��F�ING • 1UFZ�/�YING • PUNNING • L��N�fCnF� ^F�Cf-fIT�CT'UI��
7501 CREEDMOOR ROAD • SUITE 106 • RALEIGH, NORTH CAROLINA 27613
PHONE: [phone] • FAX- 919-848-3741
PRELIMINARY DESIGN - NOT RELDISED FOR CONSTRUCTION
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UTILITY NOTE \
THE UNDERGROUND UTILITIES SHOWN HEREON AREA COMPILATION \ GENERAL NOTES
OF FIELD DATA AND INFORMATION PROVIDED BY THE TOWN OF \
SNEADS FERRY. ALTHOUGH EVERY EFFORT HAS BEEN MADE TO 1 _) THE TOPOGRAPHIC SURVEY SHOWN HEREON DOES NOT >-
^. ACCURATELY LOCATE THE UNDERGROUND, THE SURVEYOR TAKES NO MEET ALL OF THE REQUIREMENTS AS SET FORTH 1N NCGS 47-30,
RESPONSIBILITY FOR THE LOCATION OF ANY UTILITIES SHOWN HEREON, °p
` AS AMENDED AND IS NOT FOR RECORDATION.
�� EITHER IN SERVICE OR ABANDONED.
2.) ELEVATIONS AND GRID INFORMATION TAKEN FROM N.C.G.S. MONUMENT "SUNOCO"
�a ZONING INFORMATION HAVING GRID COORDINATES OF N=294,676.966, E=2,471,294.332' (NAD 83)
J' slTE� _S \ AND AN ELEVATION OF 45.45' (NGVD 29).
ZONING: HB
BUILDING SETBACKS: \ FES \ �� ��, 3.) ALL DISTANCES ARE HGRIZONTAL GROUND DISTANCES.
FRONT ............... 50 FEET INV=38.22' �o '7�a \ 4.) ALL AREAS COMPUTED USING COORDINATES FROM MEASURED FIELD
N.C. HIGHWAY 172 SIDE .................. 20 FEET
REAR ................ 25 FEET \ `.\��� ` DATA. O
PARKING REQUIREMENTS: \ .\\ \ 5.) BEARINGS BASED ON N.C.G.S. MONUMENT SUNOCO (SEE NOTE 2) AND MONUMENT Q
"BRICK" HAVING GRID COORDINATES OF N=294,359.699, E=2,469, 722.769'
INFORMATION PROVIDED BY ONSLOW COUNTYPLANNING DEPARTMENT \\`�` \ (NAD 83).
ZONING ODRINANCE.
VICINITY MAP �o \ REFERENCES
NTS / \ �`� MAP BOOK 44, PAGE 178
MAP BOOK 47, PAGE 240
/ / \ DEED BOOK 2042, PAGE 874
DEED BOOK 2234, PAGE 30
DEED BOOK 1019, PAGE 75
OF THE ONSLOW COUNTY REGISTER OF DEEDS OFFICE
TAX PARCEL ID NUMBER: 765-56
NC PIN NUMBER: 427903045677 Q
TAX RECORD NUMBER: 29776
EXISTING PARKING a
INGRESS, EGRESS, REGRESS, / ` ` 42 '9� SUBJECT PROPERTY HAS NO DELINEATED PAINTED PARKING SPACES.
Co
DRAINAGE& UTILITY EASEMENT / �`� 411
MAP BOOK 44, PAGE 178 / STOP SIGN ` `40
39 FES ti
\ FLOOD INFORMATION
38 INV=37.83' `. Z o � n
/ ` \ SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. z Q 0)
/ PROPOSED PROPERTY , �o �' y �8 \ IT IS LOCATED IN ZONE "C"AS DEFINED BY HUD F.I.R.M. COMMUNITY PANEL flI r
LINE �o � NUMBER 370340 0465 D, WITH AN EFFECTIVE DATE OF NOVEMBER 4, 1992. — N
�A 41 � 6 \ � 0
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.1C��1 INV. = 36.1' v Q
\ T 100 O Q
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PROPOSED PROPERTY / i L i 0
3�/� LINE NA IfA�,? > aQ/C'// / / \ • ` a Z
/ . ,� \ ? U W = to
/ S'' PROPOSED AREA �3 �� f �� �o
/ 2,625 sq. ft. .� L. ; ; +� O 0 W
/ 0.06 acres s� 37 INV, =3Z \ z r J W
GRASSY "'S • • • •
d
SURVEY INFORMATION o
/ WATER METER �,G�v ` cow T PREPARED BY: COMMERCIAL SITE DESIGN, PLLC
INV. = 36.95' 4 Z'
7501 CREEDMOOR RD., SUITE 106
RALEIGH, N.C. 27613 Q !2�
BACK FLOW PROTECTER ,%� `�\ } °i ,,�� ����j PH. [phone] U
DATE OF SURVEY.-OCTOBER 26, 2005 DATE OF MAP: 31, 2005
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LEGEND z z
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sILrFENCE spa ` �� ,� �� A CALCULATED POINT o
G�fQ/2 \ s� 3 T ° EXISTING IRON PIPE
Er
\ ` �� • IRON PIPE SET o j
36 `� APPROXIMA TE LOCA TION OF a °
C'.r`� � BORE HOLE a
\ TRACT 1B f�� �` u9 s� �� ANITARYSEWER FORCEMAIN `*
� THE LANDING AT SNEADS FERRY •� �• . • 'Oo SANITARY SEWER MANHOLE �- Q
MAP BOOK 47, PAGE 240 � 3S s w 2
39,385 SF OR 0.90 AC. SANITARY SEWER CLEANOUT
wv Cl)
` ( VACANT) `36 WATER VALVE o a
WATER METERuj
3 .c
gyp. GRASSYLu
slGn1 / FIRE HYDRANT
\`` / �� / Cp \\�� /b INV.=38.13'
39 ^ R `� Q TELEPHONE PEDESTAL z
.(NV -33z3, c , QT TELEPHONE MANHOLE
/ \ ELECTRIC BOX o
\ �0 G' C,� o- i �eQ \ • S �.9• f° LIGHT POLE Q
\ O % ` eG GRASSY , �g� 6' 2 W
° POWER POLE Co
9Gp'p.r G`�� 5, ; / i Wj CURB INLET ~
g, �, � � � ��\ © STORM DRAINAGE MANHOLE
"r-;.: \ 280 /��/ ��X f ° ❑ YARD INLET
:* ..;�.`�� , j? �`9S •� ��� �' �gP�i' / L�'4' ------------- STORM DRAIN
�' ` � 0, f aG OU OVERHEAD UTILITIES
CONCRETE WALK ` " \ \ �9sA� \�` SILT FENCE / Oi �i>\
'y ��� / UE UNDERGROUND ELECTRIC
T UNDERGROUND TELEPHONE
( HORIZONTAL GROUND
DISTANCE) ` W WATERLINE
� �JQ` F ,
\ \ �� �� ' r• i� ,� a��0 �4 i SS SANITARY SEWER LINE
INGRESS, EGRESS, REGRESS,4r `• •.'.:' \ i i i �� ��' J�
CONCRETE AREA G GAS LINE
DRAINAGE& UTILITY EASEMENT
SIL T FENCE �\
MAP BOOK 44, PAGE 178 —SF—SF—
` ,1 DRAINAGE AREA ?p N. C. GS MONUMENT
--FM FM-- FORCE MAIN
\ TOP=38' (WE7) i i e
\ (FULL OF WATER) 26' —FO FO— FIBER OPTIC
TRACT I! \ �, ��� BULB/NGS�r �� TRACT 1 E=2,471,294.332' — X X FENCE LINE
THE LANDING AT SNEADS FERRY \ �Q�i'i gA�kL7 �s THE LANDING AT SNEADS FERRY (NAD 83)
Q SF NE o. ELEV. = 45.45
MAP BOOK 44, PAGE 178 w ����;�,� �S • '�, ,!�,' MAP BOOK 47, PAGE 240 (NGVD 29) PLAN SCALE: 9 y, - 20`
�ryQ �� N75°13'08"W .QC) / T RE
72.99 c,F `� a° a S REETADD SS
- l 40.0' / ����s N.C. HIGHWAY 210
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CHORD
BEARING
DELTA
Cl
60.18'
75, 00'
31.82'
58. 58'
N25 °30'43 "W
4505826"
24' WIDE
ACCESS EASEMENT
DEED BOOK 2423, PAGE 553
710P=37.4'
(FULL OF N/A TER)
GRAPHIC SCALE
�►/ a
0 v w
ids r� a a3�'���
G'1) j °§
1 inch = 20 ft.
TOTAL AREA = 42,010 SF OR 0.96 ACRES
CITY
CITY
SNEADS FERRY
PIN NUMBER:
.N
STATE
NORTH CAROLINA
COUNTY
ONSLOW
LOCATION CODE NUMBER
032-1186
STATUS
FINAL
PLAN CHECKED
A"'), -BUILT
DATE ! BY
C-1
TOPOGRAPHIC
SURVEY
7 7,!'�;
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SITE KEY NOTES:
SITE KEY NOTES:
SITE KEY NOTES:
GENERAL NOTES:
GENERAL NOTESULl
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CONSTRUCT T SPILLING CURB AND GUTTER PER DETAIL SHEET
1U6
MATCH EXISTING ASPHALT
©9
30'-0" FLAG POLE, ALUMINUM FINISH POLE AND FLAG,
1.
THE INFORMATION SHOWN HEREIN WAS TAKEN FROM A TOPOGRAPHIC SURVEY
1. MCDONALDS ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR.
Z
Z
O CONSTRUCT 2' CATCHING CURB AND GUTTER PER DETAIL SHEET Q CONCRETE TRANSFORMER PAD (COORDINATE SIZE AND LOCATION WITH MCDONALDS GENERAL CONTRACTOR TOI INSTALL BASE PREPARED BY:
COMMERCIAL SITE DESIGN, PLLC
CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR.
Z
O3
CONSTRUCT CONCRETE WALK WITH TILE SURFACE PER McDONALDS SPECIFICATIONS
POWER COMPANY)
3
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CONTRACTOR TO INSTALL 400W METAL HALIDE FLAG SPOT
7501 CREI DMOOR ROAD, SUITE 106
2. BASES ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER
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31
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CONSTRUCT CONCRETE H.C. RAMP PER DETAIL SHEET
POLE MOUNTED AREA LIGHTS) SEE LIGHTING PLAN
LIGHT ON TOP OF LIGHT POLE FIXTURE
RALEIGH, NORTH CAROLINA 27613
TELEPHONE: [phone]
S1GN5 ARE BY THE GENERAL CONTRACTOR.
�
cc
3 f "THANK YOU" SIGN ( )
S� O PAINT H.C. SYMBOL, BLUE, PER DETAIL SHEET 19 MENU BOARD_ GALVANIZED ANCHOR BOLTS, FOOTINGS AND ELECTRICITY BY GENERAL FAX" [phone]
3. 3/4" EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI-
3O
CONTRACTOR TO SUPPLY f iOV GRQUNDFAULT OUTLET
METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT
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INSTALL H-C. SIGN PER DETAIL SHEET
CONTRACTOR, SIGN INSTALLED BY SIGN CONTRACTOR
INSIDE TRASH ENCLOSURE AND STORAGE BUILDING
2.
THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE
FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE
J SITE No
O
CONSTRUCT 8- THICK CONCRETE DUMPSTER PAD.
®
VERTICAL PREVIEW PRE -SELL" BOARD COORDINATE WITH MCDONALDS
(VERIFY W/CONSTRUCTION MANAGER ON ACTUAL LOCATION)
AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF
OWNER/OPERATOR.
O8
TRANSITION FROM ASPHALT TO CONCRETE PAVEMENT PER DETAIL SHEET
CONSTRUCTION MANAGER
Q
REMOVE EXISTING CURB AND GUTTER
UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR
2O1
CUSTOMER ORDER DISPLAY WITH DETECTOR LOOP: SIGN SUPPLIED BY
3.
ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE
BOLTS ARE BY THE FLAGPOLE SUPPLIER.
®
PAINT TRAFFIC ARROWS PER DETAIL SHEET
3®
CONCRETE PAD FOR GREASE TRAP, SEE PLUMBING PLANS
5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT
cn
McDONALDS AND INSTALLED BY SIGN CONTRACTOR. ANCHOR BOLTS,
AND LOCAL CODES.
N.C. HIGHWAY 172
i
®
ASPHALT PAVEMENT PER DETAIL SHEET
FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR (SEE SD-1)
McDONALDS SPECIFICATIONS
LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST
Z
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CONSTRUCT DUMPSTER ENCLOSURE MATCH BUILDING) PER DETAIL SHEET
CANOPY SUPPLIED BY McDONALDS AND INSTALLED BY SIGN CONTRACTOR GALVANIZED
3©
PAINT 4" WIDE STRIPE, YELLOW
4.
ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO
ECONOMICAL INSTALLATION.
`�
W
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(TO
ty
FROM EDGE OF CONCRETE DRIVE-THRU LANE
THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
0
ANCHOR BOLTS, FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS
6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES
P-
,
O
CONSTRUCT CONCRETE PAD, MIN. 6' THICKNESS REINFORCED WITH
"PLEASE
@
MATCH EXISTING CURB AND GUTTER
SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING
L�
U
# 4 REPAR 12" O.C.E. W.
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HAVE MONEY ..."SIGN SUPPLIED 8Y AND INSTALLED 8Y SIGN
3©
STEEL PIPE BOLLARD PER DETAIL SHEET
UTILITY REFER TO THE BUILDING ELECTRICAL AND PLUMBING
@PAINT
4" WIDE STRIPE, WHITE
CONTRACTOR
5.
PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE
DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND
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W
PAINT 4- WIDE STRIPE BLUE
®
PAINTED "DRIVE THRU" DIRECTIONAL ARROW, COORDINATE WITH MCDONALDS
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CONCRETE RAMP AT STORAGE BUILDING
RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN
CIRCUITING.
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8
PAINT 4" WIDE STRIPES (t3� 45° 2=0' O.C.
CONSTRUCTION MANAGER
@PAINT
"THANK YOU" PER MCDONALD'S STANDARDS AND SPECIFICATIONS
OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE
CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF
7, ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK
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VICINITY MAP
NEW McDONALDS DIRECTIONAL SIGNAGE, COORDINATE WITH McDONALDS
4
PAINT McOpCo CHERRON DRIVE-THRU STRIPING, YELLOW, PER McDONALDS
THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. FAILURE OF THE
AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT
PAINT 4"WIDE STRIPES, BLUE @ 45° 2'-0"O.C.
CONSTRUCTION MANAGER FOR EXACT TYPE AND EXACT FINAL LOCATIONS
STANDARDS AND SPECIFICATIONS
CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO
GROUND$REAK.
NTS
1©
SITE IDENTIFICATION SIGN, CONTRACTOR SHALL VERIFY WITH CONSTRUCTION
®
CONCRETE PAD DRIVE-THRU, SEE ARCHITECTURAL DRAWINGS
4©
PAINT CROSSWALK PER DETAIL SHEET
ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK
MANDATED BYANY REGULATORYAUTHORI7Y. ALL CONSTRUCTION TO BE IN
8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6"ABOVE FINISH
MANAGER AND COORDINATE WITH SIGN VENDOR
2O
NOSE DOWN CURB PER DETAIL SHEET
@CONCRETE
FLUME W/BYPASS STRUCTURE, SEE GRADING PLAN
ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL
PAVEMENT.
CODES,
2O8
10' X 16" STORAGE SHED SET ATOP 6" CONCRETE SLAB
44
RETAINING WALL, DESIGN BY OTHERS
9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED 70 6" BELOW
TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING,
(EXTERIOR FINISH TO MATCH DUMPSTER ENCLOSURE)
4O
CONCRETE WHEEEL STOP, PER DETAIL SHEET
6.
THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R1GNT-OF--WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING !N THESE AREAS.
AND SPRINKLER SYSTEMS ARE BY THE 0WNER/OPERATOR.
10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS ua 4 CD
/ 4O INSTALL SAFETY RAILING, PER ARCHITECTURAL PLANS �� 6 C&
7, CONTRACTOR SHALL MAINTAIN THE SITE 1N A MANNER SO THAT WORKMEN AND PUBLIC REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. <C V_ V_
/ SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM C] M
DAMAGE. 11. REFER TO SHEETS C-5 THRU C-7 FOR ALL APPLICABLE
SITE DETAILS. `b
8. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN u.! N
UNDISTURBED, UNLESS COORDINATED WITH RESPECTIVE
12. PROVIDE WEEPHOLES ON CURBS AT ALL LANDSCAPE AREAS LOCATIONS. 0.
/ STOP slGf•! � � UTILITY.
/ \ COORDINATE WITH MCDONALDS PROJECT MANAGER.
/ \ � 9. CONTRACTOR 1S RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL
INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATIONS.
PROPOSED PROPERTY - \ � � �9' PAVING SPECIFICATION
/ LINE \ �. 10. ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED.
/ or 00 �/ \ 11. DO NOT SCALE THIS DRAWING AS 1T 1S A REPRODUCTION AND SUBJECT TO DISTORTION. PARKING STALL PAVEMENT:
2" ASPHALT SURFACE COURSE
/ INGRESS, EGRESS, REGRESS, ' \`�eS' �y 12. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE 6" CRUSHED STONE BASE
/ aS �6`1 0
DRAINAGE & UTILITY EASEMENT
TRA C T !11 / 0 OD. UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING
THE LANDING AT SNEADS FERRY / s � '� CONSTRUCTION. PARKING STALL PAVEMENT:
MAP 800K 44, PAGE 178 MAP BOOK44, PAGE 178 lb,y \ Ge�iG, \ \ 1 1/2"ASPHALT SURFACE COURSE
13. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION 1 1/2"ASPHALT BINDER COURSE
y{
\ 1 _ ` LIMITS" BROOM CLEAN AT ALL TIMES. 8" CRUSHED STONE BASE
NOTE
Q \�d�m oil Q. 1 1 �eC�� `SS�J 14. GENERAL CONTRACTOR WILL ERECT AND ILLUMINATE A SITE IDENTIFICATION SIGN, PER McDONALDS ENGINEER RESERVES THE RIGHT TO REQUESTA COMPACTION
/ QP h 7 0� �� 4 Q O OWNER'S SPECIFICATION. COORDINATE LOCATION WITH OWNERS REPRESENTATIVE TESTAND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT PER ABOVE
� 4 Q 3R 1
® SPECIFICATION, TESTS WILL BEAT THE EXPENSE OF McDONALDS,
1 \ \ \ 15. FINISH CURB AND WALK ELEVATIONS SHALL BE 6' ABOVE FINISH PAVEMENT GRADE OTHERWISE, G.C. WILL BE CHARGED. NECESSARY
\ \ UNLESS NOTED DIFFERENT ON PLAN.
16. CONTRACTOR SHALL ENSURE THATADEQUATE SITE LIGHTING IS PROVIDED LOT LIGHTING RECOMMENDATION
13
/ 1 \ \ PER OWNER'S SPECIFICATIONS.
/ �^� 1 �
17. ALL RADII DIMENSIONS ARE TO FACE OF CURB.
SEE SECURITY LIGHTING SYSTEMS, INC. SPECIFICATIONS_
18. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE, UNLESS
OTHERWISE INDICATED. GENERAL CONTRACTOR TO NOTE CORRECT LOCATION OF FIXTURES.
P 2 5
Q 4
19, ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE NOTE. ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED.
DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY
39 O MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED 1N
ACCORDANCE WITH THE SPECIFICATIONS. PARKING INFORMATION
�� 20. ALL DISTURBED AREAS SHALL HAVE TEMPORARY SEEDING AND MULCHING. ALL AREAS
/ �� • � ` 1 �� THAT ARE PLANNED TO BE BARE FOR MORE THAN 45 DAYS SHALL BE SEEDED AND TOTAL 32 SPACES 9' X 19, @ 60 -
/ MULCHED WITHIN SEVEN (7) DAYS. SPACES
2 SPACES 8' X 19, @90 •
O \ \ 21, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND
43
O 9 SPACES 9' X 19' 90 •
le
V
1 / 91 ,for, \ 1 UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON @
i • J �� �� THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON
HIS INITIATIVE AND AT NO EXTRA COSTS HAVE LOCA TED ALL UNDERGROUND LINES AND UTILITY INFORMA TION
9c�iP 10 �` STRUCTURE'S AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION �
►� �J O SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, 07HER SIZE TYPE LOCATION
OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT LF THE
O 20' BUILDING 01y ` ` SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND
1 � B i .: SANITARY SEWER UNKNOWN (TO BE DETERMINED)
SETBACK LINE
McDONALDS 3 STRUCTURES. THE CONTRACTOR 1S RESPONSIBLE FOR CONTACTING ALL
s 9F�c 38-101 BUILDING NON -SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT NORTHCAROLINA WATER FORCE MAIN, LOCATED IN NC. HIGHWAY 210
92 SEATS `� "ONE CALL"AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES.
�� \ CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
eGTFo F.F.E. = 45.00 Jsy 1
2 2 4 �� �(� 9 Q y 22. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE WHITE REFLECTIVE MARKINGS AND STORM SEWER 36"RCP, ALONG LEFT SIDE AND REAR
' �'G+�q i96. h' SHALL CONFORM TO LOCAL REGULATIONS.
` O �'p ay 10
31 3'R �yo 1O �FiyinF `` ♦F 23. COMPACTION AND MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER
BUILDINGS AND PAVED AREAS SHALL BEACCOMPLISHED TOACHIEVE98% OF THE ELECTRIC UNDERGROUND, ALONG HIGHWAY210
B STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS RECOMMENDED IN THE SOIL REPORT
® 'S,pGG�` , .0' 47 4 4 p� t�0.
15 R 1 rA< Q �� Q 1 / 24. THE CONTRACTOR SHALL MAINTAIN AN AS -BUILT' SET OF DRAWINGS TO RECORD THE
1O (O2 0 0' 3 f ' EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT DRAWINGS SHALL BE GIVEN TO GAS NOTA VAILABLE
\\ ® O 8.0,44 1, 1 ` SETBACK LINE IOp 3 f !! 4" ' LETTER O THE ENGINEER. THE OWNER UPON ION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL SURVEY I NFORMA TION
25. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEWALL PLANS AND PREPARED BY. COMMERCIAL SITE DESIGN, PLLC
� SPECIFICATIONS AND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND 7501 CREEDMOOR ROAD, SUITE 106
•yy g�ji� `� 6 OS ® �f L ��\ 30' \� 10R ' THE ENGINEER WHO PREPARED THE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE RALEIGH, NORTH CAROLINA 27613
MODIFICATIONS TO THESE PLANS OR OF ANY FIELD CONFLICTS. TELEPHONE: [phone]
® DATE OF SURVEY." DATE OF MAP: 11-29-05
�p q� C'j- ��" ? � � �`�•o � �` 3 � � EE DETAIL SHEET, \� � \
_10 �0 40 ' 1 I FOR DRIVE THRU ® 33 26. ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION.
3 ��O`� '�®� DETAIL 12'R \��� i/ O ' \ ALL CONSTRUCTION TO BE 1N ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE LEGEND
S' LL > O O ` STA7F COUNTY AND LOCAL CODES.
Q o. �i 2 % 27. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL BUILDING SPILL CURB
l- �C'F��© 0 �, OR DIMENSIONS.
43 ��y`� 2 8 i 4 E
`� 1 9 4 �� 31 28. ALL PARKING LOT DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
29. CONTRACTOR SHALL COORDINATE EXACT SIZE OF HVAC CONCRETE PADS WITH HANDICAP RAMP
g O 0 / / 36 MECHANICAL CONTRACTOR. REFER TO MECHANICAL PLANS FOR DETAILS.
411 30. ALL SEEDING, TEMPORARYAND PERMANENT, TO BE INSTALLED TO LOCAL REGULATIONS HANDICAP STALL C)
AND STANDARD PRACTICES.
\ G�
9s \ (� /� �P 31. ALL ROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH "THE CURRENT EDITION OF CONCRETE
' THE STATE DEPARTMENT OF TRANSPdRTATlpN CONSTRUCTION AND MATERIALS
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\ 2 3' O �� 5 5 'f 32. ANYAND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR ESTIMATION
\ �` 2 3 . �V �' PURPOSES ONLY. • BOLLARD {� L'J
CONTRACTOR NOTES: \ O
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,F 33. 1T IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE � EX. FIRE HYDRANT
NOTE: ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB, OR \ 1 /,/ IRRIGATION CONTRACTOR, FOR IRRIGATION SLEEVE SIZE FOR IRRIGATION SYSTEM. (L 4 Z
TO THE CENTER OF STRUCTURES SUCH AS INLETS, SIGN POSTS, ETC., UNLESS OTHERWISE \ 8 X FENCE 0" W U
It
NOTED. L Q u �s� j 34. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLYACCEPTED44c U
GENERAL CONTRACTOR TO: \-25"B.S.� 1 3 d C?Q TRACT 1 CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TOASSUMESOLEAND POLE MOUNTED AREA LIGHT .w 1= Z
1. VISIT SITE AND BRING TO THE McDONALDS PROJECT MANAGERS ATTENTION IN WRITING TRACT 11 s / THE d A?�1D11VG A T SNEADS F�F'P, Y
AT SNEADS FERRY \ 4 COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF z U
ANY PROBLEMS OR DISCREPANCIES WITH SITE OR PROJECT PRIOR TO BIDDING AND THE LANDING { � CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. ) PROPERTY CORNER � I Z �
I / ivlA 800K 47 . PAGE 2 {l, p
conlsrRucTloN. MAP BOOK 44, PAGE i 78 � � THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUQUSLYAND NOT BE LIMITED TO
2. COORDINATE WITH THE McDONALDS PROJECT MANAGER FOR PHASING OF CONSTRUCTION. ry 4 `� (BB& T BANK) NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND F.F.E. = ao (XX FINISH FLOOR ELEVATION
U
INSURE HIGH LEVEL OF SAFETY DURING ALL PHASES OF CONSTRUCTION. HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OF ANY AND ALL LIABILITY,
3. CHECK ALL "VERIFY" DIMENSIONS NOTED ON PLANS, REPORT ANY DISCREPANCIES TO THE 1 , j /j o ! REAL OR ALLEGED 1N CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, 4 4
MCDONALDS PROJECT MANAGER IN WRITING PRIOR TO ANY FURTHER CONSTRUCTION. '.0' # W
� 24'W1DE ACCEPTING LIABILITY FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN �� - i
4. OBTAIN ALL NECESSARY PERMITS INCLUDING BUT NOT LIMITED TO: DEMOLITION, BUILDING, ; # i ACCESS EASEMENT co�Mµ'oau,"""'a.,, PROFESSIONAL. PLAN SCALE: 1 - 200
DISTURBANCE, ZONING, SIGNAGE, AND OCCUPANCY. I ! I DEED BOOK 2423, PAGE 553 �� C ARQ U z
i 4401X�ssslool ••••• STREET ADDRESS
5. HAVE LICENSED SURVEYOR STAKE OUT PARKING AND BUILDING FOR McDONALDS PROJECT , i , •+ •.
MANAGERS APPROVAL PRIOR TO PROCEEDING WITH CONSTRUCTION. j f •p�;•+� O Lu
6. KEEP ALL PLANTING AND GRASS AREAS FREE OF DEBRIS, STONES, CONSTRUCTION MATERIALS, ' I �; `Z'; RQ. "� N. C. HIGHWAY 210 w 0 a w o 3
ETC., G.C. RESPONSIBLE FOR NOT DAMAGING EXISTING PLANTING TO REMAIN. N75.13 08"W 2 U O r4 010
7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL UNDERGROUND �� t�; I�
UTILITIES WHETHER SHOWN ON THE SITE PLAN OR NOT THOSE SHOWN ARE BASED ON THE / / I �r ��, 72.99 ''- ` CITY STATE
STATUS DATE BY
SURVEY PROVIDED AND MAY NOT BEALL INCLUSIVE. CONTACT UTILITY LOCATION SERVICE OR
/� - ^��'� U`••F*.•=
OTHER APPROPRIATE UTILITY LOCATION SERVICE FOR UTILITY IDENTIFICATION PRIOR TO ANY •"9 • +Namage*, O.
WORK. G.C. TO PROTECT ALL UTILITIES TO REMAIN -TYPICAL. CONTACT ALL UTILITY COMPANIES If j �R g�
TO INSURE THE UTILITIES ARE SHUT DOWN PRIOR TO THE START OF ANY DEMOLITION AND/OR /
SITE WORK.
i
SNEADS FERRY NORTH CAROLINA FINAL - -
COUNTY ,PLAN CHECKED - -
8. PATCH/REPAIR STREETS, STRUCTURES, ETC. AS NECESSARY AFTER CONNECTION OF PROPOSED / �i'
UTILITIES. GRAPHIC SCALE
9. INSTALL ALL CONDUIT AND SLEEVING PRIOR TO THE INSTALLATION OF NEW PAVEMENT TYPICAL. 7 � / FLOOD NOTE.
10. PRIOR TO CONSTRUCTION, G.C. TO VERIFYALL SIGNAGE LOCATION, NUMBER, AND TYPE WITH -_� _ �' SUBJECT PROPERTY 1S NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. 20 o is 20 40
THE McDONALDS PROJECT MANAGER.
GRA PRIOR TO ORDERING SIGNS. _ ��~
ONSLOW
AS -BUILT
-
-
TAX PARCEL NUMBER
LOCATION CODE NUMBER
32-1156
C-2
11. SEE GRADING PLAN (SHEET C3) FOR PROPOSED GRADES AND EROSION CONTROL. IT IS LOCATED IN ZONE "C" AS DEFINED BY HUD F.I.R.M. COMMUNITY PANEL
PROPOSED
PORTION OF
12. USE THE ARCHITECTS DRAWINGS FOR BUILDING DIMENSIONS. NUMBER 370340 0465 D, WITH AN EFFECTIVE DATE OF NOVEMBER 4, 1992. 1 inch = 20 ft.
27903045677
SITE PLAN
CSC FILENAME:
13. SEE ARCHITECTURAL DRAWINGS FOR THE DUMPSTER AND ALL BOLLARD LOCATIONS.
14. USE McDONALDS CORPORATION STANDARD CONSTRUCTION DETAILS FOR ALL SITE WORK ITEMS. PRELIMINARY DESIGN -NOT RELEASED FOR CONSTRUCTION
MCDQ515-SP
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f.'r��l� t f i . .� I �� ,{•.',�' �� .. .. .'..- - �!.. `1 ,.r i. ._. ' !f }t+ tl - ;r�, i. �II �`.++.1 ,',1 �� -

DRAINAGE GRATE
ASPHALT) NEENAH FOUNDRY COMPANY EROSION & SEDIMENT CONTROL NARRATIVE:
(typ) R-4899 ANGLE FRAME CONSTRUCTION SEQUENCE:
R-4640 DRAINAGE GRATE (24"X361 \ THE PROPOSED MCDONALD'S SITE IS LOCATED ON NC HIGHWAY 210 IN SNEADS FERRY,
FACE OF CURB 41.90 OR EQUIVALENT NORTH CAROLINA, NORTH OF THE INTERSECTION OF NC HIGHWAY 210 AND NC HIGHWAY
T/C = 42.50 T/C = 42.50 ` 172. THE PROPOSED CONSTRUCTION WILL CONSIST OF A SINGLE STORY 92SEAT THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT
O RESTAURANT BUILDING WITH PARKING AREA. THE SITE 1S 0.96 ACRES AND IS CURRENTLY COMPLIANCE ORDINANCES ISTH ALL MAINTAlNEDICABLE FEDERAL, STATE, AND TNROUGHOUT EXECUTION OF THCS PROJECT
AL REGULATIONS, ANDa
BACK OF CURB \ \ UNDEVELOPED. THE PROPOSED DISTURBED AREA IS APPROXIMATELY 1.10 ACRES. THE
\ SITE TOPOGRAPHY SLOPES GENERALLY SLIGHTLY DOWNWARD TOWARD THE SOUTH. THE
�1 SUBJECT PROPERTY IS BOUNDED ON THE NORTH BY NC HIGHWAY 210. TO THE WEST, 1. CONSTRUCT ENTRANCE PAD_
Z y� 4•0� \ \ ACROSS A COMMERCIAL ACCESS DRIVE, 1S UNDEVELOPED LAND. TO THE SOUTH, ACROSS 2 INSTALL SILT FENCE, DETENTION/SILT BASIN & SEDIMENT TRAP AS SHOWN ON PLANS.
\ �� a A COMMERCIAL ACCESS DRIVE IS AN OFFICE BUILDING COMPLEX. TO THE EAST IS A BANK 3. INSTALL STORM DRAINAGE.
J' SITE �� 6" � `�� ` \ SITE. THE PROPOSED EROSION & SEDIMENT CONTROL MEASURES INCLUDE SILT FENCE, 4. PLACE STONE ON ENTRANCE DRIVE AND PARKING AREAS.
b RIM = 4200 \ \ \ INLET PROTECTION, TEMPORARY SEEDING AND CONSTRUCTION ENTRANCE. 5_ INSTALL INLET PROTECTION ON STORM INLETS.
6. EXCAVATE AND PROMPTLY SEED/MULCH PERIMETER AREAS OF SITE
© \ \ \ \ 7. GRADE AND EXCAVATE FOR BUILDING PAD AND FOUNDATION AREA.
CONCRETE \ \ \ 8. CONSTRUCT BUILDING. ti
FLUME TIC = 42.50 \ \ \ 9. FINE GRADE AROUND BUILDING, SPREAD TOPSOIL, SEED OR SOD AS APPLICABLE. Z Z
N.C. HIGHWAY 172 ip T/C = 42.50 \ \ \\ 10, FINE GRADE PARKING AREA, ADD STONE WHERE NECESSARY, CONSTRUCT STRUCTURES. W g
11. FINE GRADE AND SEED OR SOD DISTURBED AREAS. ��
29" CONCRETE \ \ 12. REMOVE ALL EROSION CONTROL STRUCTURES. 0 Q
6" INLET BASIN ♦ \ -\ 13. REMOVE ACCUMULATED SILT FROM ALL EXISTING DRAINAGE 0- U
41.50 \ `sr. �\ \ \ \ \ 4 F-
\'�� \ \ `\ \ ` GRADING/EROSION CONTROL NOTES u; J o
BIORETENTION) NOTE: FLUME SHALL EXTEND�.�� \ �3 U
AREA DOWN TO THE BOTTOM - \ •,`� RIP-R \ \ \ t ` i. ALL GRADING, BACKFILLING, EXCAVATION, ETC..., SHALL BE 1N ACCORDANCE WITH THE
VlC1NI TY MAP COF THE POND OR SWALE. \ ��� _ ��� \ \ \ \ \ RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORTS.
- -��, \ \ \ \ \ REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED TO
NTS Q2 ` `t THESE PLANS.
CONCRETE FLUME WITH BYPASS STRUCTURE r sT©Ps.'C r `� `� -- �9 \ \ ��` ` \\ \�� \\ \
`'r f"rV=37.83' \ \ 2. CONTRACTOR IS TO CONTACT NORTH CAROLINA "ONE CALL"AT 80D-632-4949 FOR
(N. T.S.) / \ �\ UNDERGROUND UTILITY LOCATION 48 HOURS PRIOR TO ANY DIGGING.
INV. = 37.50
y 3. THE EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO ANY,EARTHWORK.
P- ® '� \ \ \ \ (D Co
i 04 LF - 24" R \ \ \ \ \ j UJ q Q
o \ \ ry 4. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS F-
// @ 4.71 / \ / \ \ _ =S \ \ ARE STABILIZED.
/ INGRESS, EGRESS, REGRE S \ \\ \ �':\ `. C) d
TRACT Ill / ��� \ \ \ 5. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED AT THE END OF
THE LANDING AT SNEADS FERRY / I DRAINAGE & UTILITY EASEM NT \\\ \ AG �/1 \ \ r ° \� �� i ` Lj
MAP BOOK 44. PAGE 178 / / MAP BOOK 44, PAGE 1�I8 / �5? � � p� � \ � '
Cl) EACH WORKING DAY. ^ N
\ �i� \ ~,L \ QC
36-1 Q]
� k \ A 6. ALL PAVED AREAS SHALL 8E KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE
\ \ ti SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT -LADEN RUNOFF TO ANY STORM
Q ' 44.25 4F1.30 DRAINAGE SYSTEM.
0 , \ e � \ �� � D f f � • � � \ ti \\ \ \ A 7. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO
� / \ \ \ \ \�\ r,• , \ , a9 BEGINNING CONSTRUCTION. r
.rP 44.DD� \ \\ l \� \ v 8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION z Z 0 N
/ Q / AREA #1A \ ` \ \ \ �n �° ii �` \�\\ \� \ ENTRANCES. Z Q : ('
i� 0.25ACRES \ ,J . \ \ \�\ , 1' \\��\♦\- r W n
+ w 45`00 ` 9. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND CONSTRUCTION 1S
44.00 43.50 \\G\ \\�� ` N
` \ i.09 ACRES. Q
43.50
FLUME WBYPASS STRUCTUI \ ° �� i \ \ \ \-\�\ 10. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN • 0 Z
/ FLUME INV. IN = 41.90 44.00 \ Z39 °\ \ \ \�\ �\ DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF SITE TEMPORARY SOIL V dj J
/ FLUME INV. OUT = 41.50 f \ \ 4 D! (]1 C.D.O. T. D lNLT) \ \ Q
�� _ \ \ `\ STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS OF DISTURBANCE TO DENUDED z f- O �(
/ INLET RIM = 42.00 % `4/ 43.00 44 \ Y0 \ NV. = 32.60 \ \� AREAS THAT MAY NOT BEAT FINAL GRADE, BUT WILL REMAIN DORMANT FOR LONGER } Q ir Q
/ INLET INV. = 39.50 \ \\ s� \ / THAN 30 DAYS. PERMANENT STABILIZATION SHALL BEAPPLIED TOAREAS THAT ARE TO O Q
(SEE DETAIL) / ��. ,6 \ ; \� \�\ O \ \ f f / BE LEFT DOOMANT FOR MORE THAN ONE YEAR. N LLr
y .. 44.00 ` 1 -0 ! !L V •
� r
44.50 rl... �� 'a cn \ \ 82 LF - 6" RCMP \ N
/ 44.00 i � - \ @ 0 a 11. ALL CUT AND FILL SLOPES AND CHANNEL SIDESLOPES WHICH ARE NOT TO BE PAVED, C
\ \ \ �C \ \ \ \ SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS OBTAINED !N ACCORDANCE WITH: ]
A. 100 LBS PER 1,000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT. NO SOIL
44.50 J \ \ \ \ ` 2 0
\ \\ \ \ TEST REQUIRED FOR INITIAL ESTABLISHMENT. •
B. 20 LBS OF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 SQUARE FOOT 0 Z WD
44.00 i� INV. = 36 95'\ \ C. VARIETIES TO BE SEEDED: Z V W
43.50 4t /�� r !\ ` \ 1. SPRING SEEDING - MARCH 1 - APRIL 30; SPRING OATS 2.5 LBS PER 1,000 SQUARE W W
42.50 Y' ' �� 4 C \ �, �\ f o� \ \ \ FOOT. �)
/ 2. SUMMER SEEDING - MAY 1 - AUGUST 1; WEEPING LOVE GRASS A T 2 OZ. PER di z U W
� EXPOSED � � T �
/ �> ry �\ \' \ \ © \ '\ SQUARE FOOT MIXED WITH 1 BUSHEL OF SAWDUST FRO UNIFORM SEEDING. di w J W
r
/ 19 / FOUNDATION w` \ \ ` \ \ 3. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL SEEDING WILL BE Q Z
/ 43.00 `� 45.00 �,� \ \ \ \ vim. . \\ ] \ \ \ \ �� MULCHED. (�
42.50
+44,25 VELOC1TYDiSS1PATOR � . \ \ \ ��\ \ \`\ �� 40 \ 4
50
43.50 43.75 9'L X 6'W X 22" THICK �� \ \ `� .e � �, - \L �
c'r / 42.25 CLASS B RIP RAP \ \ \ \ \ r \ Z a
38-101 BUILDING �* sue\ )Uzi E�I.
p 42.50 +q�R � � O�F7A \ 1 � � DID O.C.D.0,T. DROPINLET)
I 92 SEATS \
l �m 42.D0 44.9D F.F.E. = 45.00 Jsi "�` INV. = 33.29 \
f fib r e• -444Q x Q �x w 9.00
® \ g4
42.00 42 5 / / 42.25 P`0 ` T O� 45.00 ~ / \ \ . s \ ` "� , -Q \ 0. C) a�
\ 44.5d 4 \ ` \ ` 43.50 ) EXTEND EXI NG 36"RCP \ a
r 41.50 / 24 LF 15"HDPE \_
/ @ 0.75% \ `Ai O� ti B- , / % 13 LF @ 6 \ a ZLX
N
1 42.50 43.00
rye- 42.00 ,7� �\ 4 !� j 90 , �/ j✓ I mo`:. \ \ \� SIGN\'\ OLu
TW=42.5d / U�¢ �'!'s00Qp -1��� ` \ \ \
BW-41.5d
\� 43.15 iiii �cS'j� i �1 Cp �\` \ \ \ \ LL a
TW---42.50 42.65 i ° ° i i ff 4c n j / !!! \\ `� \ ��_ - 4 1 -38. I3' 0 4 a
/\ \ 'S' BWh -40.50 ° ° ° ° ° 'Lr �•`�, ` ` ` r •��
TEMPORARY SEEDING , , 44.00 .
��� �" ..
SEEDING MIXTUREQi2 T 41.50 i i i i �/ 04
43.00 © 4` % ` 'F: + \ \ \ 40 x ~
/ \ <1, ICI °j°°°°� P-© t 4330%
SPECIES SPECIES �`
/ \ o ) J , , , , , , , , , , 87 LF - 15" HDPE 44.90 , 44_so ; \ ~ ` ' \ WETLANDS NOTE:Lu
@0.87% �� \.ram\ \\ La b
sz i
RYE (GRAIN) 120 / Q °)i
ANNUAL LESPEDFJA (KOBE 1N / \ / R ,9q ,42•/ . , \\ \ AS STATED IN THE ARMY CORPS OF ENGINEERS ACTION ID #200100170, THERE ARE NO . W p
PIEDMONT AND COASTAL PLAIN, 43-25 i ; �� `\ y \ \ JURISDICTIONAL WATERS OR WETLANDS WITHIN THE PROJECT BOUNDARIES. 0. U
KOREAN IN MOUNTAINS) 50 \ � ,� 4275 , i �,p Q \ `� 4R 42.50
,� \ . 42.00 tt >r'l `\ \� , FLOOD NOTE. o o
OMIT ANNUAL L ESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND \ G 43.15 \ t S \ S f� (' \ \
{4 + 43 15 © 1 �� ( G` SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD
BEYOND JUKE. . ; \ DO C �5 \ 41.50 HAZARD ZONE. ITIS LOCATED 1N ZONE "C" AS DEFINED 8Y HUD F.!-R.M. U W
AREA #1B 3 . . f �' - o
81pRETENTION 39 L#- 15" HDPE \ / ;9� / COMMUNITY PANEL NUMBER 370340 0465 D, WITH AN EFFECTIVE DATE U ro
SEEDING DATES J� Q AREA #1 0.24 ACRE f@ 1.00% 3 ; L �; + CF/Dl ® \ OF NOVEMBER 4, 1992. W
MOUNTAINS - ABOVE 2500 FT FEB. 15 - MAY 15 y
\ \ r ' �pP 'pp , 4/�!'S0 j \ FLUME W/BYPASS STRUCTURE z
BELOW 2500 FT FEB. 1- MAY 1 CONCRETE WALK �' C�pQ INV. = 41.50 - SIL T FENCE 2 ,�/ % TW--42.50 FLUME INV. IN = 41.90 si \ Q ~'
- - ¢3 0 / + 41.50 / BW=41.50 7 c� Z -�
FLUME !NV OUT = 41.50 -
PIEDMONT - JAN. i - MAY 1 ® \ f Qp Q TIAF42.50 a 42.50 ` 8! RETENTION / INLET RIM = 42.00 �A
Lo
COASTAL PLAIN -DEC. -APR. 15 CF/DI(D \ \ BW=39.00 42.00 ,' f/AREA #2 / =42.50 INLET INV = 38.97 f LEGEND s z v�
SOIL AMENDMENTS FLUME W/BYPASS STRUCTURE 9 T►II�¢2,50 42• 75 > / f (SEE DETAIL) ` W w
FOLLOW RECOMMENDATIONS OF 501E TESTS OR APPLY2,000 LB/ACRE GROUND AGRICUL- FLUME INV. 1N - 41.90 \ �+O 8W=3$.40 42.25 43.0� r �W=41.50 f~��Lu
TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. FLUME INV. OUT = 41.50 \ 'q� \ ' -' 42.80 ° i �� ® \--�jjHj[- x u Q
INLET RIM = 42.00 r' ' / \` i - DROP INLET SILT FENCE OUTLET W u
`• \ 42.50 42.30 50 : ft �r �`� ��� E O
MULCH INLET INV. = 39.32 \ COrVCRI TEARER / �j q
SEE DETAIL ` /i 42.00 CURB INLET INLET PROTECTION
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ( ) \ i y$ app. =42.50
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLYSTRAIGHT CAN BE /� \ i / t _ • BW==41.50 STORM PIPE • BUILDING DOWNSPOUT
USED AS A MULCH ANCHORING TOOL. . W
* / 41.50 DRA.IfV'A � / XXX,XX TOP OF CURB SF - - SILT FENCE W
MAINTENANCE i \ \ Tpp I.3g• jf + rat .' �,ap ;. ///
XXX XX BOTTOM OF CURB q
REFERTILlZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZI= AND MULCH TP -- TREE PROTECTION FENCE O
(FULL OF WATE J ,
IMMEDIATELY FOLLOWING EROSIONOR OTHER DAMAGE. Qom, SPILL CURB ���• DIVERSION DITCH
TRACT I� � . - ,.; f ,
Q? I ` ''` i , a� / A THE LA;�IG'x1� G AT SIVEADS FERRY
THE ALAIUDr]7IIVGpp��f�4 ff SHE DS FERRY ° .� S 5� 7 �(�F4t/ 7 /l �C ■ 1NL1NE DRAIN - LD -- LIMITS OF DISTURBANCE
MAP BOOK 44, PA t 17�3 / �! /i / P-® P 80C-) 4 4- . I�J'-!�..1' 240 Q
j' 4P �� ! BW=38.00 'f� BW=40.0 80 LF - 15" HDPE BB` T B`�IV K ROOF DRAIN FLARED END SECTION -I W
� 1 �'S?` , i : Q / � - � / $"CORRUGATED PLASTIC
PERMANENT SEEDING
2 ,a. � / i i �-`,' i @ 1.dD% 3'MlN. COVER (/}
9 ----RD- 1% M AI. SLOPE �` � W
SEEDING MIXTURE cFiDI 6 ; ¢0.0 \ .ya �- / DIP IN TRAFFIC AREAS
/ 1 r rIli / 5 1,: ' 24' WIDE CLEANOM LOCATED @ ALL BENDS CONSTRUCTION ENTRANCE Er
FLUME W/BYPASS STRUCTURE DMu i� -ACCESS EASEMENT
SPECIES SPECIES FLUME INV. 1N = 41-90 j ' r � i DEED BOOK 2423, PAGE 553
CENTIPEDE GRASS 10-20 LB/ACRE SEED OR FLUME INV. OUT = 41.50 R1lL$ = 38.6' , 4 SEDIMENTTRAP
z
33 BU/ACRE (SPRIGS) INLET RIM = 42.00 r W r ? 7 7 co
INLET INV = 38.56 ! �/ ;7` Z
(SEE DETAIL) ' �i ��� FES09 : HANDICAP AREA (2%MAX. SLOPE) s�
SEEDING DATES i -� 4c` - ' i INV. = 38.05 .� v5
MAR. - JUNE % { I 8 BW=38.000- TW=XXX.XX TW IS GROUND AT TOP OF WALL La„ O p
Q-O /
(SPRIGGING CAN BE DONE THROUGH JULY WHERE WATER !S AVAILABLE FOR 12 LF .0 HDPE ` =�_ -� 50' VEGETATED BUFFER Bt9/=XXx XX BW !S GROUND A T BOTTOM OF WALL U
IRRIGATION.)
SOIL AMENDMENTS Q��► PLAN SCALE: 9" = 20' w°
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY300 LB/ACRE / CF/DIQ j �� i v L�iA%
iD-10-10. FLUME W/BYPASS STRUCTUR f �� CF fk �I F! ��,.._••.••0�� U O ti U
FLUME INV. IN = 41.90 / �-.'' �� INV. = 32.54 ®.• k SSIp •.?i STREET ADDRESS co
SPRIGGING FLUME INV. OUT= 41,50 r/ �.•Q,� `a'9 �.'9 0 u0.i
PLANT SPRIGS 1N FURROWS WITH A TRACTOR -DRAWN TRANSPLANTER, OR BROADCAST INLET RIM = 42.00 -�` R N.C. HIGHWAY 210 o Q o
BY HAND. INLET INV = 38.17 ------ -~
(SEE DETAIL) ; 840 , ?�6 0. o a p
FURROWS SHOULD BE 4-6 INCHES DEEP AND 2 FEET APART PLACE SPRIGS ABOUT 2 FEET ' : CITY STATE
STATUS DATE BY
APART 1N THE ROW WITH ONE END AT OR ABOVE GROUND LEVEL (FIGURE 6.11D). 9 ••':cINE�Q+'•
SNEADS FERRY NORTH CAROLINA FINAL -
BROADCAST AT RATES SHOWN ABOVE, AND PRESS SPRIGS INTO THE TOP 1/2-2 INCHES OF SOIL
WITH A DISK SET STRAIGHT SO THAT SPRIGS ARE NOT BROUGHT BACK TOWARD THE SURFACE. "f °'°�n
COUNTY PLAN CHECKED - -
MULCH
DO NOT MULCH. ,qS-BUILT - -
ONSL
GRAPHIC SCALE
MAINTENANCE 20 0 10 20 40 TAX PARCEL NUMBER LOCATION CODE NUMBER C-3
FERTILIZE VERI SPARINGLY- 20 LB/ACRE NITROGEN IN SPRING WITH NO PHOPHORUS.CENTIPEDEGRASS CANNOT TOLERATE HIGH pH OR EXCESS FERTILIZER. 32-11S6
PORTION OF
1 inch = 20 fh 27903045677 CSD FILENAME: 1.3RADING/EROSION
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTFUCTION MCDO515-GP CONTROL PLAN
-
��� --�., r�rr f 'i 'a f'-r� � .. �r
.. :I':r'i .r�:l •!../
�S •1_.'-c� _�-�-7g+�]� -'7+ .'S tT J11 �.. ..._

l :�.. �_. t� --_ ..! Y, :.i...__. .��. �.�� ..__. - - _.-'---ys_.'L'•- ,•! L.�_�. "a''_ �,d._�_.jl�.:.._t:�: I�y�-J`_'_u ��. .-..-
10
N 0
12"
24" PRE -CAST CONC. WHEEL LEVEL & CLEAR AREA DETECTABLE WARNING
STOP WITH 2 #4 BARS TYPICAL SCORED JT NOT TO EXCEED 2 % a�
LOCATION VARIES IN ANY DIRECTION
_ 6" z" 1 " p X 18"LONG G.1. PIPE 6-0' 5.0' MIN. VARIES 6.0' Z Z
AT EACH END. DRIVE INTO A (VARIES)
1 ?/2" R. 1-2 ASPHALT GROUND. ro AC�B� VAN -ACCESSIBLE 2 SLOPE (SEE SITE PLAN) 1:12 SLOPE o3 U U
i l III—! 1 Imm 7 SIGN AT VAN `- _ a
•�`` °. = SPACE ONLY 4 a° o o O o o O A RAMP o o ° 0 0° o
cm d 4 • !f • R7-8 or R7-8a �Jl� O o° ° o 0 0° o o 0 0 o o o ° ° o° 0 0 0 ° 0° O d°. °
A. .4 � � - O O O O O � .
a 4 4 4 li RESERVED p�`�taa Qti d 000 0 0000 0 0 0 0e
0000 0D0 00000°0°0000 ° O��
PARfCING GREEN 0 0 0 0 0 0o 0 0 0
__ E' ASPHALT PAVING �5� ° a ° 0 00 00 ° o0 00 00 00 00000°0000000 0 p O O O3000 PS! CONC. I I —III —III—III — BLUE q.0°000000 0°.0000 000000000°00 0000°0 0 0000° d °'
@ 26 DAYS I=1 I I=1 I I=I 11-) I CABc I11=1 I i-f 11=f I f=I I ICI I l—1 I I= III = I 11= Q° o °° 0°
III =I I I=1 11=f I f�1i� I -I =i I! —III— # I II I WHITE SYMBOL o 0 0 0 0 0 0
—III—I 11=III=I 11=1 11 # I I —I I #- I I# STANDARD CURB ° a °STANDARD culeB
STANDARD CURB & GUTTER ( 4 —� �� WHITE BACKGROUNDF-
1I iII I I I I I I I I I I I I I I I I 1 11 1 11 19-111 #-Tl I i�11111L1
SECTION LIP OF CURB -� `<= :
24" MAXIMUM NEED FOR PAVEMENT STRIPING AT Q Z g
PENALTY R7-8D DEPRESSED CURB P-Z O O
6" $250 ACCESS RAMP TO BE DETERMINED BY
4 =0"
ENGINEER (SEE SITE SHEET). 0' Z W
{ ff 1 1/2" R. kll
d. !-2 ASPHALT 6" 6"
III III- 1" Q v
�v n INCREASE' TO 84" WHEN Z
a 4 a PEDESTRIAN PATH FROM W-0" MINIMUM RAMP LENGTH
4 -
° .4 - 5 4 • tr • CAR TO WALK PASSES
- — — BY OR UNDER SIGN. (UNLESS OTHERWISE SPECIFIED) CONCRETE FLUSH
WITH CONCRETE
3000 PSI CONC. c I Mi I=E I I=I I a. 12:1 UMSLOPE
@ 28 DAYS III—III-1 I I—III-
-s I PLAN 2" (tYA) 4
CABC d ° d
SPILL CURB & GUTTER CONCRETE WHEEL STOP SIDEWALK ACCESS RAMP
NOTES: 1/2" EXPANSION JOINT t6 Op
1. SCORE CURB /VALLEY GUTTER AT 15' O.C. SECTION A A
2. PROVIDE 1/2" EXPANSION JOINTS AT 90' O.C. 314" KEYED JOINT
3. CONTRACTION JOINTS SHALL BE SPACED AT 10' ' ti
INTERVALS. (A 15' SPACING WILL BE ALLOWED WHEN A HANDICAP RAMP DETAIL aj
MACHINE IS USED.) ° ° d d .4 _
4. FINISH ALL CONCRETE WITH CURING COMPOUND_ �, ° a ° . 4 d HANDICAP SIGN DETAIL
2'--0" STANDARD CURB AND GUTTER J
DRIVE -THROUGH KEY NOTES: Z
3/4- WANSHED GRA VEL (typ.) Z Q r (�
2"ASPHALT SURFACE COURSE r
0
CONSTRUCTION JOINT ASPHALT CONCRETE Q THE PRIMARY MENU BOARD SHOULD BE AT AN ANGLE OF 30- FROM A �/ n
6"COMPACTED GRAVEL BASE THE REGIONAL CONSTRUCTION MANAGER CAR POSITIONED AT THE COD. D N DO
IS TO REVIEW AND APPROVE ALL ❑2 THE L I- Q GD
=111=1 11=-III--1 11=1 I f=1 11=f I I-1 11=# 11=# I i= � Z
I1-11—III=111 III—IIf=III—III=III=III=!"— COMPACTED SUB -GRADE 1�" N ° a DRIVE—THRU LAYOUTS. A DRIVE—THRU IS AND50°. J
=III—
III —III —III —I I!—i I I—III—i i 1-III-1 I I FACE OF ION WALL
d FINAL AND CONSIDERED 99R E D 99 ONCE 3 THE END CAP OF THE THE MENU BOARDS SHOULD NOT BE LESS THAN
I I-1 I I—III—III—III-1 i �—III-1 i 1=III—III—I FOUNDATION WALL EXPANDABLE FILLER - — — — — ° — — � — � � s9 ❑ Z � � 0 X
=111=1 i 1=III=III=111=1 11=III=# 11—! 11—# I #_ WHERE OCCURS 1=1 I i=1 11=I I E yl I I=I I i—i I I —I 1 I-1 I I —I 11-1 l-1 11=I 11= APPROVED. NO CHANGES ARE TO BE 24" FROM FACE OF CURB. } tr Q
=1 IT 111�1T—III=III = I I I =111=1 I I —I 11=1 I I=I 11=I00 Q L,
SUBGRADE COMPACTED TO A MINIMUM 98% STANDARD a 4 a a d 7 I I 1=! I I —(I I=1=1 I I=1 I I=III=III=i I I=I 1 I=I 1=I 11=1; f =! I I=1 11= MADE AFTER THIS POINT. ® DRIVE THRU LANES BOUND BY CURB ON ONE SIDE AND PAINTED (} •
PROCTOR MAXIMUM DRY DENSITY (ASTMD 698) REFER ° I I I I( III I l ff I l l l l l l l l l l l Ill— l l l„ I I —I I I I I; I i I t 11171—I # I„I I I I I I I I_I 11, I � f l i r
TO SOILS REPORT IF AVAILABLE d ° ° 4 STRIPING ON THE OTHER MUST BEA MIN. OF 10-0"WlDEAS / (V
6" 6" MEASURE FROM CURB FACE TO PAINT (DRIVE-THRU LANES BOUND $Y \ �
PARKING STALL ASPHALT PAVEMENT CURB ON BOTH SIDES ARE TO BEA MIN. of 12'-0" WIDE AS g �i
MEASURED FROM CURB FACES.) • < 0 0
- i 172"ASPHALT SURFACE COURSE
+-- 1 1/2" ASPHALT BINDER COURSE ASPHALT/CONCRETE TRANSITION ❑5 ALL PRE -SELL BOARDS AND BOLLARD SIGNS MUST BE 18"--24" FROM U [� I
" 3/4" WA SHED GRAVEL (typ.) FACE OF CURB. THIS IS MEASURED FROM THE CLOSEST POINT ON THE '� u j I
8 COMPACTED GRAVEL BASE BOARD OR SIGN. _
EXPANSION JOINT Z 0 W
—11 M I I —I I I�I I I —I I I —I I I —I I —I #—i i i—i I I COMPACTED SUB -GRADE ❑ S 20 O"-THE RADIUS FOR ALL INSIDE/DRIVER'S SIDE DRIVE THRU CURSING Z a Z
117—I 1 I ---I I I-1 11—# I I-1 I#-1 I I-1 I I—i I i=i 11=1-0
=111---111=1 11--I 1511 #—I 11—# I #--I 11—I � I —III- 1"@ LAWNARFraS, �� � � 0
I-1 f—f 1—i 1 I —I 11 I 1 I—f i 1-11 I —I 11 1 1 1 1/2" RADIUS (ryp•) 1 1/2" @ PLANTER AREAS z? ❑7 PRE -SELL BOARDS ARE TO 8E ORIENTED AT AN ANGLE OF 30° FROM n 2
A I I ----I I 1—# I 1-1 I M I 1=1 I 1—# I 1=1 11=1 11-1 I I: ` THE CURB. 1F LOCATED ON A TURN, THEN THE BOARD SHOULD BE 30° IL
SUBGRADE COMPACTED TO A MINIMUM 98% STANDARD FROM A CAR POSITIONED AT THAT BOARD. 0
PROCTOR MAXIMUM DRY DENSITY (ASTMD 698) REFER ° ° ' c d ��
a 4 1 1—I I —I I —I I—# I �� 8 AUGER COD FOOTINGS TO BE TIGHT AGAINST BACK OF CURB. FACE OF
TO SOILS REPORT IF AVAILABLE _ _` ❑
I —I � I —I � I---1 � I —I � I
TRAFFIC AISLE ASPHALT PAVEMENT ° 111-111-111-111-11 McD ONA LD S �ODs ARE TO 8E 8" FROM BACK OF CURB.
d 1=1I I-1I 1—= 11----1I IE �f z
NOTES: I I=III=III=III=1 I i \. c ❑9 THE CENTER OF THE MENU BOARD FOOTINGS ARE TO BE 10' FROM O
1. CONTRACTOR SHALL OBTAIN SOILS REPORT BY ECS, LTD. PROJECT #22,11641A I—III—III-1 I hI I I �J C7 - I O 1 BUILDING l ��� � BACK OF CURB. THIS WILL LEAVE THE FACE OF THE MENU BOARD 9'
[phone]. 1 I 1—III—III—III—I I �/ FROM BACK OF CURB. cr-
2. CONTRACTOR SHALL PLACE BINDER COURSE DURING CONSTRUCTION, I 11-1 I -I I I I Q� c�� �� `� Q O o,
aJ v ? \ ® DRIVE-THRUCANOPY (TYP.) [] v'� o
THEN PLACE SURFACE COURSE AFTER BUILDING AND SITE CONSTRUCTION. 6" O cp
i� U y N
3/4"W4SHED GR:3VEL (fyp.) F.F. E. -"" 4..I. oO
ASPHALT PAVEMENT DETAIL SLAB EDGE . `t. Q
V
NOTE: z �
THE PLACEMENT OF THE CODs SHOULD BE SUCH THAT IT 0
ROUND CONC. CONCRETE SLAB DETAILCUSTOMER'S
� PREVENTS, OR MINIMIZES, BLOCKING THE VIEW
TOP "� OF THE MENU BOARD WHILE ORDERING. 0 LL
3
ti X" O
8"0 STEEL PIPE fi W N
FILLED W/CONCRETE
o PAINT YELLOW q C�7 co
PAINT YELLOW 1�
BITUMINOUS JOINT O
FILLER (GONG. ` McOpCo CHERRON DRIVE-THRU STRIPING
8" .8" 8" PAVEMENT ONLY] �. FP-43 MENU BOARD WITH
FLIPADDER U cc
r �� Q Q
°80° aooa FINISHED GRADE
\ \ OR PAVEMENT
-, �. r ❑ / MIN- 60' + 5' LINEAR DISTANCE BETWEEN THE CENTER
o ��I �� �?, , f . LINE OF THE PRIMARY COD AND THE CENTER LINE OF �� r U op
THE CASH BOOTH AS MEASURED ALONG THE CENTER LINE � i u.i
CONCRETE �� �N �' OF THE LANE. THIS MAY ONLY BE INCREASED !N 20'(+/- 5)THRU ` ' f INCREMENTS TO A MAX. OF 100'.
FOUNDATION ��3 �' r ;' 6
U) co
PAINT YELLOW
iCIS i J 2
�\ f� Lu
"' 9 1 \ �� 1 f VEHICLE DETECTOR LOOP O ' t ¢ U
CONCRETE BOLLARD MCDONALD'S "DRIVE-THRU" DIRECTIONAL ARROW
�` it 34• B' ®I (TYP. FOR 2) LOOPS TO 8E r Z L- O
POSITIONED AS SHOWN ` 1` ' ti O
27.9' 0' V V i
PAINT YELLOW
5' X 5' HANDICAP LANDING OUTSIDE ALL DOORS!
4 SECONDARY COD LOCATED 20' 0" (+ 2)
a n ° �:, ,vr ® f
° o° Q a � i I BACK FROM THE CENTER OF THE
,q d a a 4 7 • ' ` PRIMARY COD AS MEASURED ALONG f�
44 ° ° 4:0" (MIN.) 1 a o d °- ' �` ®� ; �. THE CENTERLINE OF THE DRIVE-THRU f
i
d !3 d a n" YOU
LANEw FP-43 MENU BOARD WITH4 ` { .f FLIP ADDER % -=y W
° CONC. CURB (TYP.) I' ', . r \ >. COD (TYP. FOR 2- ( Cy Z
PAINT YELLOW { � 1 SEE SITE DETAILS)
1/2"EXPANSlONJO1NT 5.0" MAX �. f i. �1.j.
�I PRE SELL BOARD—
CONTRACTION�ti I t ` ••=r+.r•• Or - Z
° 4a 3/4" PLAN JOINT MCDONALD'S "THANK YOU" '': e.°F �pti .•� c�
a
r 284 7 . / � C7 O
"PLEASE HAVE ORDER READY" f ••�NGlN��•`• ( U
SECTION S-B WELCOME POINT GATEWAY SIGN WITH BOLLARD SIGN �'J/�� *
CONTRACTION JOINT 11 0" HEIGHT DETECTOR ARM. a� rR. w
q
� a
ul
co
4" CONC. SLAB ON GRADE - BROOM FINISH ' Z
EXPANSION JOINTS @ 20'-0" O. C.
STREET ADDRESS
CONTROL JOINTS @ 5'-0" O_C, f� O co Lu
N.C. HIGHWAY270 w o Q w o
d ° i f CITY STATE STATUS DATE BY
V d
SUBGRADE COMPACTED TO — — — — ° a 4 SNEADS FERRY NORTH CAROLINA
I I I--1 11=1 11-1 I I 1 I 1=I 11=1 11=1 11=1 I I-i 11=1 11=1 I I � FINAL
98% STANDARD PROCTOR 1 i 1-11Ed I-11 f�11I=1 I I-1 1—I 11—I 11—III—I 11—I 1 ° r -
MAXIMUM DRY DENSITY i
11 I —III —I I f—! I f i I l—I i I�1 11--1 I i=I I I=i 11=1 11=1 I I COUNTY CLAN CHECKED (ASTMD 698) REFER TO SOILS _III —III —III=I i !—III I I [ 1 I I —I I i—III=1 I I—III=TI—I f a° ° � - -
REPORT IF AVAILABLE. =1 11=III—# I f-1 i I-1 I I-III-1 I#-III-III-III-III-1 f I- ONSL O W
as-eulLr - -
SECTION A A ; TAX PARCEL NUMBER LOCATION CODE NUMBER
CONCRETE SIDEWALK PORTION OF 32-1186 C-5
' 27903045677 CSD FILENAME: DETAILS
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION MCD0515-DTI
1'; 3 7- - -'I T g T r ! j- 'l r x T� - r� �.. !r y{s� ec yi`0 TT Ti'?y -+7y. �i fib a
F'yt�Tf�r'r�:
4.

DEWATERING
MIN, 10 GA
LINE WIRES
a' MAx.
VARIABLE AS DIRECTED BY THE ENGINEER
z-112 GA.
MEDIATE
GRADE
FRONT VIEW
NOTE.'
-USE SILT FENCE ONLY WHEN DRAINAGE AREA
STEEL POST
DOES NOT EXCEED 114 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
WOVEN WIRE FABRIC
SILT FENCE FABRIC
" FOR REPAIR OF SH T
ti
FENCE FAILURES, USE
o
q
FILL SLOPE
No. 57 WASHED STONE.
°p
3
FOR ANCHOR WHEN SILT
2
'
FENCE 1S PROTECTING
CATCH BASIN.
m GRADE
6"MIN. COVER
o OVER SKIRT
w ANCHOR SKIRTAS
DIRECTED BY ENGINEER "
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL-
ING OVER THE STONE, THEN THE TIRES OF THE
VEHICLES MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
70' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
s.1.2 =3" STONE TO BE USED `i,.....: 25' OR WIDTH OF
EXISTING . (SURGE STONE OR RAILROAD PROPOSED STREET,
ROADWAY BALLAST)::.: WHICHEVER IS
GREATER.
PLAN
0
[©
rood
° 0
o
d 0 ° --
°
---1 Q�_0O p v
,�{�}'� a
2:1 SLOPE, GRAVEL FILTER
WIRE SCREEN
TEMPORARY SEDIMENT
POOL DEWATERING
------------------- T
1' MIN. R90 - 16"
2' MAX. �0° o
II il�ll-I III it
SEDIMENT `��� , r• .
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE 1N THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
A T LEAST 2 INCHES BELOW 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 OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH
BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 112-INC14 OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO 112-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT #67 WASHED
STONE IS RECOMMENDED.
BLOCKAND GRAVEL DROP INLET PROTECTION
GIVEN CONDITIONS / ASSUMPTIONS
* W = 120 pcf (BA CKFILL LOAD)
* Ku' = 0.110
* SOIL TYPE = ORDINARY CLAY, SATURATED
* WALL B
' LAYING CONDITIONS: TYPE 4
* TRENCH CONDITIONS SHOWN - THESE DEPTHS
DO NOT APPLY FOR 'EMBANKMENT CONDITIONS"
NCPE TO DETERMINE H FOR EMBANKMENT CONDITIONS
DESIGN BASED ON DESIGN DATA 40, ACPA."
CLASS C BEDDING
(1350 plf PER Ft OF INTERNAL DIA.) CLASS /it, ASTM C-76
(2000 pff PER Ft OF INTERNAL DIA.) CLASS IV, ASTM C-76
PIPE
Di
MAX.
Bd
MAX. BURY
H
CLASS X
(0.01 CRACIq
MAX. BURY
H
CLASS IV
(0.01 CRACK)
15"
4'
9.5'
14.5'
18"
4'
9.5'
24"
4'
12.0'
23.5'
20"
5.5'
10.0'
17.0'
36"
6'
10.5'
18.0'
42"
6.5,
13.0'
19.0'
48"
7'
13.5'
20.0'
54"
8'
13.0'
60"
9'
11.0'
18.0'
72"
10'
13.0,
THIS TABLE ASSUMES TYPE 4
INSTALLATION & NO STONE BEDDING
Illl�f _i
EXCAVATION LINE
I I i T
_
AS REQUIRED =I ���
TOP OF PIPE
I I I
SPRING LINE ,
(I
H_
I I
COMPACT OUTER BEDDING
I
TO MINIMUM 85/ OF I (I
_
_
II
I
STANDARD PROCTOR
III'
I I I I
BEDDING
SEE SPECIFICATION SECTION
02210 PARAGRAPH 13.
D j = INSIDE DIAMETER OF PIPE
ALSO SEE PARAGRAPH 3A
z_
Do = OUTSIDE DIAMETER OF PIPE
to
0
B d = TRENCH WIDTH
Do/3
0
NEW CONSTRUCTION H = BACKFILL COVER ABOVE
EXISTING ROADWAY Bd TOP OF PIPE
35' MIN_ 15' MIN.
NOTES:
1. GREATER DEPTHS ARE ACHIEVABLE BY EITHER CONTROLLING BACKFILL TYPE,
>.'.
12" MIN. NARROWING TRENCH WIDTH BUT SUPPLY SUFFICIENT ROOM FOR
_ COMPACTION, IMPROVING BEDDING OR LOADING TO ULTIMATE LOAD (Du). FOR
$" MIN • OTHER BURY DEPTHS THAN SHOWN (H), PROFESSIONAL ENGINEER TO
PROVIDE CALCS ON PIPE BURY THAT EXCEED THOSE GIVEN IN THIS CHART
FOR THE CONDITIONS IN WHICH IT IS PROPOSED TO BE USED.
FABRIC UNDER STONE - 2- THIS TABLE OF BURY DEPTHS (H) APPLIES EQUALLY TO A CLASS C STONE
BEDDING, TYPE 4 LAYING CONDITIONS.
CROSS SECTION 3. MINIMUM COVER NOT SHOWN BUT NO LESS THAN 12" W/O ENGINEERS
APPROVAL UP TO 48" PIPE.
4. MAXIMUM BURY TABLE FOR "TRENCH CONDITIONS" PER THE DETAIL SHOWN
ON THIS SHEET.
CONSTRUCTION ENTRANCE TRENCH DETAIL
A RIP RAP
ENERGY
DISSIPATOR
OUTLET
PIPING
FLOW SPREADER
MECHANISM
50' I
I~
w
v
v
v
s
v
w
w
4,
4,
4,
.L
4,
L
W
W
W
Vr
Y
y
✓
y
y
�
�
PLAN
I
I A
-1111 � I 1I-
RECEIVING STREAM OUTLET
DROP INLET PIPING
I
I RIP RAP
ENERGY
DISSIPATOR
I
VEGETATED FILTER DETAIL
(n. t.s.)
FLOW SPREADER
MECHANISM
50'
SECTION A -A
RECEIVING STREAM
DROP INLET
CURB 8 GUTTER
CONCRETE FLUME
LL
VEG,
OR RI
C:
PARKING LOT
_ BYPASS DROP INLET
(SEE DETAIL) A
-------------------------
SHRUB
BIO RETENTION AREA-
i�
7
PLAN
NTS
A
BYPASS OUTLET
/ PIPE
f-TREE
SEE LANDSCAPE PLAN
FOR BIORETENTION
PLANTINGS.
TOP OF VEGETATED BERM
OR RETAINING WALL
ELEV. A"
ELEV. '19"
ELEV. G"
BIORETENTION #1
41.50
37.50
35.50
PROFILE
BIORETENTION #2
41.50
37.50
35.50
6" MAXIMUM
TOP OF
POUNDED DEPTH
VEGETATED BERM
X WIDTH
%.•�
OR RETAINING WALL 3 1
CONCRETE FLUME
WITH BYPASS
STRUCTURE
ELEV A"
AND GUTTER
BYPASS OUTLET
PIPE (SEE DETAIL)
ELEV. "B"
"C" SEASONAL HIGH WATER TABLE
TYPE A
PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL
1'
q A
0
da
V
PLAN VIEW
Ln
FOR SIZE OF d
FOOTING - SEE NOTE
SECTION A -A
IF STONE DIA.> 8'. PROIADE GEOTEXTILE UNDERLINER OR
4" (MIN.) #57 WASHED STONE BEDDING MATERIAL.
NOTES:
(1) d = 1.5 TIMES THE MAXIMUM STONE
DIAMETER BUT NOT LESS THAN 6
INCHES.
(2) d t= 1' ABOVE MAXIMUM TAILWATER
OR TOP OF CHANNEL BANK (WHICH-
EVER IS LESS).
(3) La =LENGTH OF RIPRAP APRON_
NOTES: FOOTING SIZE
PIPE SIZE WIDTH DEPTH
15" - 24" 8" 12"
24" - 36" 12" 24"
36" - 54" 18" W.
VELOCITY DISSIPATER
VULCAN V-4W7-1
HEAVY DUTY FRAME & GRATE
GRATE & FRAME WEIGHT = 456 LBS,
WEIGHT MAY NOT DEVIATE BY
MORE THAN -5-0% ,....
412IN2NETOPENING
MORTAR COLLAR
2' DIA, PVC WEEP HOLES -
PSI PFSTEPS BY
M.A. INDUSTRIES
(NOTE %, DRAINAGE STRUCTURE
NOTES)
0
a
o
QQ
c
a
A 41
�
3
-
°--
PRECAST
•
CONC.
BOX
3" PSI CONCRETE
@ 28 DAYS
DROP INLET
DRAINAGE STRUCTURE NOTES:
1. BOXES SHALL COMPLY WITH LOCAL JURISDICTIONAL STANDARDS AND SPECIFICATIONS.
Qalal�
�J O O
C] (6 C&
M 4
U I z- cN
0_
r
Z
Om 0)
0 �
n DNdo
l0�zp,m
V J ..
zF'(0R
j0 <IL
i <
lD�U�1
l
�<az
Z� WIC
0 a: 0
ZUWW
- rz�SA�cro
V 1`
(L
0
U cc
ocl
C)
PROFILE
2. ANY NONSTANDARD BOX 1S TO BE DESIGNED BY PROFESSIONAL ENGINEER.
NTS
3. THE MAXIMUM HEIGHT OF AN UN -REINFORCED MASONRY DRAINAGE STRUCTURE WITH
8" WALLS SHALL BE LIMITED TO 8'-0" FROM INVERT OF THE OUTLET PIPE TO THE TOP OF
THE CASTING. DEPTHS GREA TER THAN 8' 0" SHALL HAVE WALLS 12" THICK. BASINS OVER
Q
BIORETENTION DETAIL
12' IN TOTAL DEPTH SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. FOUR INCH
WALLS ARE NOT ALLOWED ON DRAINAGE STRUCTURES. BOTTOM SLAB ON STRUCTURES
THE PLANTING SOIL IS THE REGION THAT PROVIDES THE SOURCE OF WATER AND NUTRIENTS FOR THE PLANTS TO SUSTAIN
SHALL BE REINFORCED WHEN BOX DEPTHS EXCEEDS 8 FT
GROWTH. THE VOIDS IN THE SOIL ALSO PROVIDE FOR STORMWATER STORAGE. NCDENR RECOMMENDS A PLANTING SOIL
HAVING A COMPOSITION OF AT LEAST 10 TO 25 PERCENT CLAY AND BEING OF A SANDY LOAM OR LOAMY SAND TEXTURE LOAMY
4. STEPS ARE TO 8E PROVIDED ON ALL BASINS DEEPER THAN 42".
SOILS MAY BE UTILIZED FOR THE PLANTING SOIL BUT MUST CONSIST OF 35% SAND. 1F A SOIL OF THIS TEXTURE 1S USED, THE
CAP
5• STEPS ARE TO $E PSI-PF AS MANUFACTURED BY M.A. INDUSTRIES O � �/
al
SOIL DEPTH MUST BE 4 FEET. PRINCE GEORGE'S COUNTY CONDUCTED A TWO-YEAR STUDY OF THE EFFECTIVENESS OF
p
EQUAL. LOCATE ON NON -PIPE WALLS. xD.E��rON9 y'�
.�
Lu
BIORETENTION AREAS, AND THEY SUGGEST A SOIL COMPOSITION OF50% SAND, 20%LEAF MULCH, AND30% TOPSOIL. THE
�%a
(
�
MAXIMUM CLAY CONTENTS SHOULD BE LESS THAN 10%. 1F A SOIL OF THIS TEXTURE IS USED, THE SOIL DEPTH CAN BE REDUCED
Q�
6. MORTAR
��
04
TO 3 FEET. SOIL SHALL BE UNIFORM COMPOSITION, FREE OF STONES, STUMPS, ROOTS OR SIMILAR OBJECTS LARGER THAN ONE
INCH, BRUSH, OR ANY O THER MATERIAL OR SUBSTANCE WHICH MAYBE HARMFUL TO PLANT GROWTH, OR A HINDRANCE TO
1N MASONRY BOXES IS TO BE TYPE M.
tt�� I a� .:l
PLANTING OR MAINTENANCE OPERATIONS. PLANTING SOIL SHALL 8E TESTED AND MEET THE FOLLOWING CRITERIA:
•
7. CLAY BRICK STRUCTURES ARE NOT ALLOWED. . 028
uj
; 44_
0 %'e,
Q
c*
PLANTING SOIL INFILTRATION RATE 1-3INCHES/HOUR
ORGANIC MATTER: 1.5-3.0 0
�rQ••�
8. CONCRETE PIPE IS TO BE MINIMUM CLASS 111. '9 ••NG11`1� • o
�y/��o•""''g
�
z
MAGNESIUM (MG): 35 LBS/ACRE
CONCRETE R
Q)
9. BUILDING BRICK IS TO MEET ASTM C-55, GRADE N, TYPE 1, �" .a
""""""
.�I
PHOSPHORUS (P205): 100 LBS/ACRE
[
POTASSIUM (K20): 85 LBS/AGRE
10. BASINS LOCATED IN WET AREAS, OR AS OTHERWISE REQUIRED BY THE TOWN
00
SOLUBLE SALTS: NOT TO EXCEED 50O PPM
ENGINEER, SHALL HAVE WEEP HOLES AS SHOWN ON DETAILS.
4
0.
11. ALL CAST -IN -PLACE PRECAST CONCRETE DRAINAGE STRUCTURES LOCATED 1N PAVED
THE FOLLOWING TESTING FREQUENCIES SHALL APPLY TO THE ABOVE SOIL CONSTITUENTS:
AREAS ACCESSIBLE TO TRUCK LOADINGS TO BE DESIGNED TO MEET AASHTO HS 20-44
p
4
LOADING. SEE MANUFACTURERS DETAILS FOR WALL, TOP AND BOTTOM THICKNESS.
g
Ua
- PH, ORGANIC MATTER: 1 TEST PER 90 CUBIC YARDS, BUT NO LESS THAN 1 TEST PER BIORETENTION AREA
STREET ADDRESS
¢
g
O
O
- MAGNESIUM, PHOSPHORUS, POTASSIUM, SOLUBLE SALTS: 1 TEST PER 500 CUBIC YARDS, BUT NO LESS THAN 1 TEST PER BIO RETENTIONAREA
z
ONE GRAIN SIZE ANALYSIS SHALL BE PERFORMED PER 90 CUBIC YARDS OF PLANTING SOIL, BUT NO
N.C. HIGHWAY 210
z
w
z
z
- LESS THAN 1 TEST PER BIO RETENTION AREA
STATUS
DATE
BY
ORGANIC OR MULCH LAYER
CITY STATE
THE ORGANIC OR MULCH LAYER PROVIDES AN ENVIRONMENT FOR PLANT GROWTH BY MAINTAINING MOISTURE AND ALLOWING
SNEADS FERRY NORTH CAROLINA
FOR THE DECOMPOSITION OF ORGANIC MATTER. THE SURFACE LAYER ACTS AS A FILTER FOR FINER PARTICLES STILL 1N
FINAL
-
-
SUSPENSION AND MAINTAINS AN ENVIRONMENT FOR THE MICROBIAL COMMUNITY TO HELP BREAKDOWN URBAN RUNOFF
COUNTY
PLAN CHECKED
-
-
HARDWOOD MULCH OR CHIPS SHOULD BE USED BECAUSE THEY RESIST FLOTATION BETTER THAN OTHER LANDSCAPE COVERS.
ONSL O W
AS -BUILT
OPTIMUM AGE OF THE MULCH 1S 12 MONTHS. THE MULCH SHOULD BE CLEAN FREE OF WEEDS, SOIL, ROOTS, PLASTIC, ETC.
C-6
MULCH SHOULD BE REAPPLIED WHEREVER IT HAS BEEN DISPLACED THROUGH EROSION. MULCH LAYER SHOULD BE 3 INCHES
THICK, AND SHOULD BE REPLACED ONCE PER YEAR OR WHENEVER IT DECAYS.
TAX PARCEL NUMBER LOCATION CODE NUMBER
PORTION OF 32-1186
27903045677 CSD-FILENAME:
DETAILS
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
MCDO515-DT2
1; I� � I T1 '� i` 1,' � ir'�{ � _ -, 1 a'- V . I i'rti :� �'�s �++'{'I .r' ., {' ,+� , Ii'•I� `j" '��it�t ' 1�: I=+:,
1 'i' +1'I'� M+,! N i� •::r.` /.
r
/ gl.
., . Iv, i r + i+ .a•. a 'r l+,r W.,T {rn �� r�ji>n+*�ti ter. rI-r a..

0
J
Z
C�
S
G-�
SITE a
4 A19Wlre%ll VXAF P4'
VICINITY MAP
NTS
TURF NOTES:
\
\
\
i
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 31NCHE5 DEEP OVER ,� (7) AG
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
Z RIP ENTIRE AREA TO 6 INCHES 1N DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
r
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY y�}J g0 Q
AND MIX WITH SOIL (SEE BELOW`). �, '�f ` �` ` t ` �'� �C)
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM �,��
SEEDBED 1S PREPARED 4 TO 6 INCHES DEEP. 03�0� ,� i, Q �` �! ? T [��lb
i r �
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CUL TIPACK AFTER SEEDING. �� a. �i� ���}� !'" " ! I \
20' BUILDING �� \
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ° f SETBACK LINE ®
MCDONALD S `; ; 12 IV Cc)8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS 38-101 BUILDING \w� ( ) f i �i
WITHIN THE PLANTING SEASON, 1F POSSIBLE. IF STAND SHOULD BE OVER 60% # ,� 92 SEATS �` p
DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING ( (1) Lf F.F.E. = 45.00 �1� i i e�
RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND (4) ND�
�` ' �� K 1 o
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. / r �.`\ \
APPLY.' AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TON&ACRE IN CLAY SOILS) 0 � �.jaf `�` (� JC
FERTILIZER - 1,000 LBSIACRE - 10-10-10
SUPERPHOSPHATE - 500 LBS/ACRE 20% ANALYSIS
MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW Li
ANCHOR - ASPHALT EMULSION @ 300 GALS(ACRE ��. (7) BT I� (2) AR ? �- / �`*� 50, B6LI DING
-SET94CK LINE
SOD PREPARATION:
FOLLOW PREPARATION AS DIRECTED FOR STEPS 1-5 ABOVE. IMMEDIATELY
WATER SOD UPON INSTALLATION AND CONTINUE UNTIL ROOTS ARE SOD
ESTABLISHED.
/ \ h�.0 /may �',p `�i +~• -1 ` ` �i C` (2) LI ,
/ a t �.
/ `\ eCQ �C'jf�ia� f �� �� (50) VM
10. CONTRACTOR SHALL WATER AND MAINTAIN ALL LAWN AREAS UNTIL AN / i ��QS'2zz (5) QP /iF x"`
ACCEPTABLE STAND OF GRASS HAS BEEN ESTABLISHED. \ / t ,
\ A� �s� if `� �\`\ I7) LB
11. ONCE AN ACCEPTABLE STAND OF GRASS HAS BEEN ESTABLISHED, THE �` 1 Z ` } / �•�
CONTRACTOR SHALL REPAIR ALL DAMAGED AREAS AND MONITOR THE LAWN
AREAS UNTIL THE GRASS REACHES A HEIGHT OF 41NCHES TALL_ % \ G f (71 LB
12. A T THE TIME THE GRASS REACHES A HEIGHT OF 4 INCHES TALL, THE
CONTRACTOR SHALL MOW THE GRASS TO THE HEIGHT OF 3 INCHES AND TURN
(2) AR
OVER THE LAWN MAINTENANCE TO THE OWNER. \ v (50) VM
13. AN ACCEPTABLE STAND OF GRASS SHALL BE 92% COVERAGE OR BETTER. CONCRETE WALK \ \ ��GP eQa _p ( ) VM fi,
LANDSCAPE NOTES: (2) AR
�
1. THE GENERAL CONTRACTOR SHALL LEAVE THIS SITE AT FINISHED GRADE. THE
LANDSCAPE CONTRACTOR SHALL REVISE GRADES AT A MINIMUM TO ENSURE
SMOOTH TRANSITIONS BETWEEN PLANTING BEDS AND LAWN AREAS.
\ I CONCRETEAREA `� �. Gj G
2. PLANT GUARANTEE: ALL PLANTS SHALL BE GUARANTEED TO LIVE FOR TWELVE \ \`� () VM ` „' ,° {G�
MONTHS. THE GUARANTEE SHALL COMMENCE UPON FINAL ACCEPTANCE OF
THE PROJECT. IF ANY PLANTS ARE DEAD OR IN AN UNHEALTHY CONDITION ,
BEFORE FINAL ACCEPTANCE, THE LANDSCAPE CONTRACTOR SHALL REPLACE / \ ` 1 ! Cr
THEM AT HIS EXPENSE. THIS REPLACEMENT SHALL NOT BE CONSIDERED A
GUARANTEED REPLACEMENT. r
/
COORDINATE WITH THE IRRIGATION CONTRACTOR, FOR
IRRIGATION SLEEVE SIZE, FOR IRRIGATION SYSTEM. // \
1 ` `
ti
STOP SIGN
/ PROPOSED PROPERTY
/ LINE
/ INGRESS, EGRESS, REGRESS,
TRACT' Ill
THE LANDING A T SNEADS FERRY / DRAINAGE & UTILITY EASEMENT
MAP BOOK 44, PAGE 178 / MAP BOOK44, PAGE 178
/ Q
�)
°
/ o. P�v
r 1
(8) GR }1 1 }
NOTE:
1N SOME CASES THE MULCH IS
ONLY SPECIFIED DIAMETER.
SEE PLANS AND SPECIFICATIONS
FOR FURTHER COORDINATION
OF MULCHING.
TYPICAL CONTAINER (POTTED)
DECIDUOUS SHRUB
SHREDDED HARDWOOD
BARK MULCH
3'- 4" MUDDLE RING
PLANT BALL
PLANTING SOIL
CONSTRUCTION SOIL
TYPICAL B&B TREE
NOTE: a'
PRUNE SHRUB AS RECOMMENDED BY GROWER]
ONLY AFTER THE PLANT HAS BEEN WATERED
INTO THE PLANTING SOIL. v�
SHRUB PIT TO COMPILE
WITH DEPTHS AND
WIDTHS FOUND IN THE SPECS.
SHRUB PLANTING DETAIL
NOTE:
NONE OF THE B&B TREES ARE TO BE
STAKED UNLESS INDICATED.
NOTE:
PLASTIC SPIRAL IN SOME CASES THE MULCH IS ONLY
TREE PROTECTION A SPECIFIED DAAMTER - SEE PLANS
AND SPECIFICATIONS FOR FURTHER
SHREDDED HARDWOOD COORDINATION OF MULCHING.
BARK MULCH
3"-4" MUDDLE RING
TREE BALL
1I-
PLANTING SOIL
y G
1. ALL TREES SHOULD BE PRUNED ONLY AFTER
INSTALLATION AND WATERING IN THE TREE
PRUNE TO GROWERS SPECIFICATIONS.
2. ALL TREES SHALL COMPLY WITH THE AMERICAN
STANDARDS FOR NURSERY STOCK - INCLUDING
TREE PIT DEPTH AND WIDTH.
TREE PLANTING DETAIL
TRACTII N f% 0 /' , �s �e /�' TRACT 1
3. ALL PLANTING SHALL BE PLACED WITHINA MULCHED PLANTING BED. THE LANDING AT SNEADS FERRY ,' THE LANDING AT SNEADS FERRY
ALL STRAPPING AND THE TOP 2/3 OF WIRE BASKETS MUST BE CUTAWAYAND , / , , , 7
REMOVED FROM ROOT BALLS PRIOR TO BACKFILLING PLANTING PIT. REMOVE MAP BOOK 44_ PAGE 97$ �'' �7�,`✓ j rUTAP BOOK 4: ,PAGE 240
TOP 113 OF BURLAP FROM ROOT BALL. (10) MC / ' BB& T BANK)
1
4. ALL LANDSCAPE WORK SHALL 8E IN ACCORDANCE WITH CURRENT CITY
STANDARD DETAILS AND SPECIFICATIONS. i Y�
40.0' !if' /� (6) BT % j 24' WIDE
ACCESS EASEMENT
5. ALL AREAS NOT MULCHED SHALL BE SEEDED OR SODDED IN ACCORDANCE ! 4y f
WITH THE AREA SPECIFIED ON PLANS WITH REBEL 11" HYBRID TALL FESCUE OR
EQUIVALENT AS PRESCRIBED IN THE SEEDING SCHEDULE AS SHOWN ON THIS
SHEET.
N75'13'08"W
6. SITE LIGHTING SHALL NOT BE PLACED IN CONFLICT WITH PLANTED TREES. , !/ I y� `--- 72, 99' i
7. TREE PROTECTION FENCING TO BE PROVIDED AROUND TREE PRESERVATION II l (5) LB -
AREAS IN ACCORDANCE WITH CITY STANDARDS.
8. COORDINATE ALL WORK WITH SITE LAYOUT AND SITE GRADING, DRAINAGE &
UTILITIES PLAN_
9. VERIFY LOCATION OF UTILITIES BEFORE PLANTING. /
10. MULCH ALL AREAS, THAT ARE NOT SEEDED OR SODDED, WITH SHREDDED
HARDWOOD MULCH TO A DEPTH OF 3-4"".
11. THE SELECTION AND INSTALLATION OF PLANTS AND PLANTING METHODS SHALL
CONFORM WITH THE STANDARDS OF THEAMERICAAI ASSOCIATION OF
NURSERYMEN OR THE C17Y STANDARD DETAILS AND SPECIFICATIONS, I
WHICHEVER IS STRICTER.
12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. DRAWINGS CO
SHALL RULE OVER PLANT LISTS. C4
13. SUBSTITUTIONS SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT FOR
APPROVAL, PRIOR TO INSTALLATION, SUBSTITUTIONS MAYREQUIRE �-
ADDITIONAL APPROVAL BY THE GOVERNING JURISDICTION.
a
14. ALL LANDSCAPING SOIL AND FILL SHALL BE FREE FROM WEEDS, REFUSE, AND ?
DEBRIS AT ALL TIMES.
15. TREES AND LARGE SHRUBS SHALL BE ADEQUATELY SUPPORTED, AS Z i
NECESSARY, USING STAKES AND GUYS. SUCH SUPPORTS SHALL BE DESIGNED
SO AS TO PROTECT TREES AND SHRUBS FROM INJURY. TREES AND SHRUBS
SHALL BE FASTENED TO THE SUPPORT WITH AN ACCEPTABLE COMMERCIAL 7
TREE TIE OF PLASTIC OR HOSE COVERED WIRE
�16. THE MAXIMUM GROWTH HEIGHT OF ANY LANDSCAPING WITHIN THE SIGHT
TRIANGLE SHALL BE THREE (3) FEET IN HEIGHT.
BIORETENTION PLANTING SCHEDULE (SEE LANDSCAPING NOTE #12)
SYMBOL KEY NO. BOTANICAL NAME COMMON NAME CALIPER HEIGHT ROOT COMMENTS
• AR 6 ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2" 10, B & B BIORETENTION TREE
• QP 5 QUERCUS PHELLOS WILLOW OAK 2" 10, B & B BIORETENTION TREE
BT 13 BERBERIS THUNBERGI JAPANESE BARBERRY - 18"- 24' CONT. BIORETENTION SHRUB
OLB 19 LINDERA BENZOIN SPICE BRUSH - 15'- 18" - BIORETENTION SHRUB
O JC 7 JUNIPERUS HORIZONTALIS CREEPING JUNIPER - 8--12- 2 GAL. BIORETENTION SHRUB
VM 225 VINCA MAJOR LARGE PERIWINKLE - - 2 112 POT BIORETENTION PLANT
4f �l2
DEED 242PAGE 553
BOOK 3,
W ri
}
I
� n r
PLANTING SCHEDULE (SEE LANDSCAPING NOTE #12)
BIORETENTION PLANTING SCHEDULE (SEE LANDSCAPING NOTE #12)
SYMBOL KEY NO. BOTANICAL NAME COMMON NAME CALIPER HEIGHT ROOT COMMENTS
• AR 6 ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2" 10, B & B BIORETENTION TREE
• QP 5 QUERCUS PHELLOS WILLOW OAK 2" 10, B & B BIORETENTION TREE
BT 13 BERBERIS THUNBERGI JAPANESE BARBERRY - 18"- 24' CONT. BIORETENTION SHRUB
OLB 19 LINDERA BENZOIN SPICE BRUSH - 15'- 18" - BIORETENTION SHRUB
O JC 7 JUNIPERUS HORIZONTALIS CREEPING JUNIPER - 8--12- 2 GAL. BIORETENTION SHRUB
VM 225 VINCA MAJOR LARGE PERIWINKLE - - 2 112 POT BIORETENTION PLANT
4f �l2
DEED 242PAGE 553
BOOK 3,
W ri
}
I
� n r
PLANTING SCHEDULE (SEE LANDSCAPING NOTE #12)
4f �l2
DEED 242PAGE 553
BOOK 3,
W ri
}
I
� n r
PLANTING SCHEDULE (SEE LANDSCAPING NOTE #12)
SYMBOL
KEY
NO,
BOTANICAL NAME
COMMON NAME
CALIPER
HEIGHT
ROOT
COMMENTS
+ '
LI
5
LAGERSTROEMIA INDICA
NATCHEZ CREPE MYRTLE
-
6'
B&B/CONT
TREE
NATCHEZ
O
GR
8
GARDENIA RADICANS
CREEPING GARDENIA
-
8"- 12"
2 GAL.
SHRUB
GAG
7
ABELIA GRANDIFLORA'SHERWOOD'
GLOSSYABELIA
-
12"- 15"
2 GAL.
SHRUB
t - -
ND
4
NANDINA DOMESTICA
NANDINA
-
18" - 24"
3 GAL.
SHRUB
®
IV
12
ILEX VOMITORA
DWARF YAUPON HOLLY
-
18" - 24"
3 GAL.
SHRUB
MC
11
MYRICA CERIFICA
WAX MYRTLE
-
18" - 24"
3 GAL.
SHRUB
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
O
w
VARIES
ul
K1S'Ll1#�iF
"u ✓y: Y
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GRAPHIC SCALE
K�:c
20 0 10 20 40EL
CL
Uj
O
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1 inch = 20 ft.
4
PLAN SCALE: 1 " = 20'
°
°
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STREETADDRESSLu
N.C. HIGHWAY 210
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CITY
STATE
STATUS
DATE
BY
SNEADS FERRY
NORTH CAROLINA
I=INAL
-
-
COUNTY
1:17-AN CHECKED
-
-
ONSLOW
AS -BUILT
-
-
TAX PARCEL NUMBER
LOCATION CODE NUMBER
32-1186
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PORTION OF
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27903045677
LANDSCAPE PLAN
CSD FILENAME :
MCDO515-LS
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PAVED SURFACE READINGS
A
X
Z
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SITE a
N.C. HIGHWAY 172
VICINITY MAP
NTS
/ >
>
/ STaP SIGN
/ INGRESS, EGRESS, REGRESS,
TRACT III DRAINAGE& UTILITY EASEMENT \ c3
j F / / ��
THE LANDING AT SNEA S FERRY
/
MAP BOOK 44. PAGE 178 / MAP BOOK44, PAGE 178
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9
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92 SEATS ` s
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TRACTIt �� �� f: ,'�,' 6'� ' s TRACT 1
THE LANDING AT SiiIEADS FERRY THE LANDING AT SNEADS FERRY
� � � r � o
r 178
oo MAP SOOK 47, PAGE 240
MAP BOOK44, PA�aE (BB&T SANK)
40.0' p O 24' WIDE
ACCESS EASEMENT
DEED BOOK 2423, PAGE 553
451 0 q? qo i ma`s
'
O
THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALULATED FROM LABORATORYDATA,
TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY
APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRES MAY VARY DUE TO
VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS.
HORIZONTAL FOOTCANDL€S
Average
11.1
Maximum
27.0
Minimum
2.8
Avg:Min
3.96
Max:Min
9.64
PROPERTY LINE READINGS
HORIZONTAL FOOTCANDLES
Average
2.5
Maximum
10.2
Minimum
0.4
Avg:Min
6.28
Max:Min
25.50
N❑TESi
1. THE F❑OTCANDLE LEVELS AS SHOWN ARE BASED ON THE FOLLOWING
CRITERIA. ANY SUBSTITUTIONS IN SPECIFIED FIXTURES OR CHANGES
TO LAYOUT WILL AFFECT LIGHTING LEVELS SHOWN AND WILL NOT
BE THE RESPONSIBILITY OF SECURITY LIGHTING.
SECURITY LIGHTING SYSTEMS MODEL # ASB1000-MH-DB-MT
LAMP TYPE, WATTAGE METAL HALIDE, 1000 WATT
LUMEN OUTPUT 110,000 LUMENS
MOUNTING HEIGHT 24'
2. THE CONTRIBUTION OF THE METAL HALIDE SOFFIT / BUILDING
LIGHTING IS NOT REFLECTED ON THIS DRAWING.
3. DISTANCE BETWEEN READINGS 10'
4. FINAL ADJUSTMENTS TO AIMING ANGLE/DIRECTION OF FIXTURES MAY
BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO
ADJOINING PROPERTIES OR ROADWAYS,
5E FOOTCANELE LEVELS SHOWN ARE MAINTAINED.
MAINTENANCE FACTOR USED ON THIS DRAWING IS
UNLESS OTHERVISE SPECIFIED, ALL DIWNSIONS ARE IN INCHES
TMM ANCES NCT OTNERVISE SPECIFIED
XX ± 015
DECIMAL . X 005 ,-,.,-FRACTIONAL ANGULAR
SCALE 11 ' ^ 20' O• DATE NEXT ASSEMBLY REF. DRUGS.
DRAwq BY D. E. 3/2/06
CHECKED BY
APPROVED BY
APPROVED BY FINISH
APPROVED BY
SHOP ORDER MATERIAL
PROJECT NOL
0Y1E
PMnrrWM DWOM" LIQMI*V NmeL+Ns
9005 Joh"M w" 9~9 Grow, MIMES GOM
1-am-„a-4m
POINT-BY-P❑INT FOOTCANDLE PLOT FOR
- McDONALD'S -
SNEADS FERRY, NC
DRAIIING MJNBER
1PCP17221
NOTE. ALL FIXTURES TO BE INSTALLED TILTED AT
A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED.
FIXTURE TYPE:
SYMBOL
QUANTITY
SERIES
BRACKETS
QUANTITY
POLE TYPE:
QUANTITY
ASB1000-MHDB-MT
10
TT-2A
5
SSP-22-DB-TT{5"j
5
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
PRELIMINARY DESIGN -NOT RELEASED FOR CONSTRUCTION
PLAN SCALE: '" = 20'
STREETADDRESS
N.C. HIGHWAY 210
CITY STA TE
SNEADS FERRY NORTH CAROLINA
COUNTY
ONSLOW
TAX PARCEL NUMBER LOCATION CODE NUMBER
PORTION OF 32-1186
27903045677 CSD FILENAME:
MCD0515-LS
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BR4.ol< FACE TO
MATCH MICIPONALPS
(2) HIN6CS EA. SCE, 1"Ir. (SEE MT. 21
2"X 1/4" THK STEEL ANGLE
ROLOICK CAP
P05T5 PAINTED T:
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VULCRAFT #1 95= PRIMED PECK, OR EQUAL
WELD TO ANGLE FRAI14E, 94AS4 TO 006ONAL BRACE
TR4466H CORRAL
ENCL05Ur%,G-_
(PAINT ODOR AMY. TO MATCH MCCONAL175)
iTim liffi'ram
PLAlt
1" N"LE VCLDW TO 1/4" PLATE
TO DOLT OPEN
T"ATwaO#pzr*
0 0 0 18*x4"x1/4"THr,. STEEL
PLATE BOLTED TO &ATE
Adb'
1/2"xlb"x4" CdN4Z WI-T TO
SLIM THROUGH 5/4" I.D. CoCILLAM
5 I.P. COLLARS VeLper
14
TO 1/4" PLATE
Ci 0
ol
I.P. PIPE FIXI= IN GONG.
T0SECURE GATE
r
E
CANE 5OLT
61 TYPICAL -
CAOMPAC= SOIL
TEMfPOfP,w.ARY 01VERoSION CHANNEL
jjtA:4.xK C ,,jW r
.MU FA4E
TO MATCH
M
b" comu
MASONRY rOLL REINIF
0 2-0" O.G. VERTICAL
FINISH ORAM
_J
T TV.;
I-
n 1..7
_'71j-='I I I
PKOV= PRAINA6F. AWAY
FROM THE ENT LOCATION TO
A S=MF.NT­TR.APPlH6 OW".
EXj5TN6 PUBLIC RZ&D
OROTHER OFF -SITE
PAVEMENT. 6RAIVE.1- KEW A BROOM ANO
'CLAM TO THE EXT TO
_501MIN, (:;LZM THE STRAMr.
T y
/All
A/
IT 15 ADVISABLE TO PROVIDE A
NOTE: THE EW L4XATION MIST SLOPE AY4AY i SERAFtATE ENTRANCE TO REDUCE
FROM THE STREET OR STEPS MUST BE TRAFFIC A4ROSS, THE EXIT ANTS
TAKEN (6R.ADIN6, 0PARSIONSI, ETW TO I WEAR AND MAINTENANCEE,
PREVENT IRA;NOFF Fu:v"cy INTO STREET.
W, 1 A.%mm olm all 6v.Ae_u=r% r-4'/-A.1m
V Now%" Mwr"% I I%Ww'v wl 1­mw I
C*1040t RUN STONE
.. ..........
CONSTRUCTION ElNTR,,MCE
NOTES
1. MMOR FINISH OF ONICLIOSM TO BE BRICK TO MATCH THE VM41MR BRICK USW ON THE BtAW:NN6.
2. IF EXTERIOR FINISH OF BUILDIN6 19 NOT BRICK, EXTERIOR FINISH OF PUMPSTM ENCLOSURE 19 TO BE
STANDARD GRAY 5PLIT-FA4W W 0-W.
CONTRACTOR TO ADJADT OYBRALL EW0454N0 TO WIT.
G"WKYTU ON SaW
ADJOIN" V4%JA TO
40'AaOVM CM VMS
HOft DiNG RRIM FOR4W JA
(josm "wo opt ma*Q
i L
S& X W MON dOltATF.
N904M W-012
OR 9OA01L
W WWI. OLM W
1 1/2" 1 1/2
$110A0 OLVAN14.
F-7
SECTION A -A
DUMF15 ENCLOSURE
isnme Fn-nm6
(vu V4A. METAL POST
ml -1 WITH wwamm
2" ANGLE
HINGE — PLAN VIEW
-MAX
1. EXCAVATE A 6"W TRZ<A
ALD" THE L404CATION OF
THE ftllim C)RIVE. fmclIS"m
16" INTO THE GROUND ON THE
LOVCK SCE OF THE TRENCH.
2. ATTACH WIRE PENCE (0106
V*W TO THE POST AND
EXTEND THE BOTTOM 12"
INTO THE TRENCH.
,101�1
EXTENSION OF FAWtr., AMID ARE
INTO THE TRENCH.
SYNTHETIC -------- STEEL POST
FILTER FABRIC
"H06 Y*fW
(NOT C+IW4<EN YIIRW
51LT FENCE
W OLFM - OUT
FRONT IVIEA
EXTERIOR
DUILPINO FAGS
BL376. ROOF Of"
1/2' EXPANSION
Jr.CONCRETE CURB OlZ SIDEV4ALK
MAINTAIN 296 SCOPE
%
A
SECTION
ROOF DRAIN TO 0JR5 v
5. ATTACH THE FILTER FAaRJC
TO THE )4FRE FENCE WITH
STAPLES ANP EXTEND THE
BOTTOM 12" INTO THE TRENCH.
USE A SYNTHETIC FILTER
FAWLIC. (00 NOT USE BURLAPU
4. BA "ILL THE TRENCH AND
COMPACT THE EXCAYTED 50L
TO SEZURELY ANCHOR THE
5orrom.
AN AC4aPTA5LF_ ALTERNATIVE TO BURYING THE
BOTTOM OF THE FENCE 19 TO LAY 12" OF THE
FENCE AND FABRIC, ON THE 6MOUN7 AND COVER
IT WITH 6" OF WASHED STONE, BUT NOT JJST STONE.
DOMED COW.Arm F" --
STEEL HINOE IR
POST. FURNISH VV
5"STM
I L 11
HIN&E POST
NSM GONG. TO BE 3000 mi SAN Or 4 REMOVE
EXOT046 PAVEMENT
V VLA. SMOOTH 90^,0;,BORS NEW ASPHALT
eluT lll_�3 __1
2" -J 0
60 COMPACTED
A450 STONE
1!6,L 4CKFIL.L, TAMPED -
IN bm LAYERS.
w
EAST. SUS-ZAae OW" AW STONE OR lz
EXPANSION JOINT
11-014
MATORIAL AND BACKFILL, TAMPED
ryp. MASTIC SEALANT, IN 6" LAYERS.
AS RZX2UNt=
UNMTURBW SOIL PIPE
PIPE
PIPE + 18 WoHPc-DIAM
CONCRETE PAVEMENT PATCH ASPHALT PAYMMMT PATCH
WNCRETE/A5FHALT PAVEMENT REPAIR
HO, BLACK BASE
UNDISTURBED SOIL
STATUS DATE By
TC=2
RALEIGH TRASH CORRAL