SW8120708_APPROVED PLANS_20120809

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 �2 01 O $
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z o l 2 0 9 0 q
YYYYMMDD

M
SITE DEVELOPMENT PLANS
M
TACO BELL SNEADS FERRY
SNEADS FERRY, NC
R & S MATTHEWS PROPERTIES, LLC
SURVEY NOTES:
BOUNDARY & TOPOGRAPHIC INFORMATON OBTAIN FROM SURVEY BY STROTHER LAND
SURVEYING, 910-875-8061.
CONTOUR INTERVAL IS ONE (1) FOOT.
VERTICAL DATUM FOR TOPOGRAPHY IS NAV088.
HORIZONTAL DATUM IS N4083-
THE LOCA77ON OF UNDERGROUND UTILITIES SHOWN IS APPROXIMATE BASED ON SURFACE
FIELD EVIDENCE AND INFORMATION SUPPLIED BY U77LITY AGENCIES. THE SURVEY
MAKES NO CERTIFICATION AS TO THE COMPLETENESS OF THE LOC417ONS SHOWN
HEREON. APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED FOR VERIFICATION OF
LOC.477ONS PRIOR TO ANY CONSTRUCTION ACTIVITY.
THE PROPERTY IS NOT LOCATED /N A 100 YR. FLOOD HAZARD AREA AS DESIGNATED ON
F.E.MA. F.LR.M. MAP jJ7133C1N0OC (PANEL 3720426900J) DATED 02116107.
NORTH CAROLINA PIN: 426902960278 & 426902961252
lln MES & E
PLANNING &ZONING:
STORMWATER & EROSION CONTROL:
ONSLOW COUNTY PLANNING AND DEVELOPMENT
NCDENR - WILMINGTON REGIONAL OFFICE
604 COLLEGE STREET
127 CARDINAL AVENUE
JACKSONVILLE, NC 28540
WILMINGTON, NC 28405
910-455-3661 / FAX [phone]
910-795-7215
BUILDING INSPECTIONS:
ELECTRIC.
ONSLOW COUNTY CENTRAL PERMITTING
JOKES-ONSLOW ELECTRIC
604 COLLEGE STREET
259 WESTERN BOULEVARD
JACKSONVILLE, NC 28540
JACKSONVKLE, NC 28546
910-455-3661 / FAX [phone]
910-353-1940 / FAX [phone]
SEWER-
CABLE. INTERNET & TELEPHONE.-
PLURIS
CHARTER COMMUNICATIONS
PO BOX 856
850 EAST OCEAN ROAD
SNEADS FERRY, NC 26460
HOLLY RIDGE, NC 28445
CONTACT KRISTY HAIRSTON
888-438-2427
888-758-7471 / FAX [phone]
TELEPHONE.•
WATER.CENTURYLINK
ONSLOW WATER & SEWER AUTHORITY (ONWASA)
100 CENTURYLINK DRIVE
228 GEORGETOWN ROAD
MONROE, LA 71201
JACKSONVILLE, NC 28540
800-786-6272
CONTACT. • BOB POLSTON
910-937-7526
FAYETTEVILLE, NC 28304
JULY 19, 2012
REVISED: AUGUST 3, 2012
J-23988
PREPARED BY:
I.r. F1 THOMAS
Engineering I Surveying
HUTTON
Planning I GIS I Consulting
Savannah, GA I Brunswick, GA I Charleston, SC ( Myrtle Beach, SC I Wilmington, NC
ASMEIQ4L
1.
MOTES
NO CER77F7CA770N OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE
13.
ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO STATE AND
IMPROVEMENTS HAVE BEEN COMPLETED AND ACCEPTED BY OWNER,
LOCAL CODES.
ENGINEER & ONSLOW COUNTY.
14.
CONTRACTOR TO SUBMIT ALL SITE CONSTRUCTION SHOP DRAWINGS TO OWNER OR
2.
ALL CONSTRUCTION TO COMPLY WITH FEDERAL, STATE & TOWN OF
OWNER REPRESENTATIVE FOR APPROVAL. ANY SUBSTITUTIONS OR REVISIONS TO
ONSLOW COUNTY STANDARDS.
MATERIALS OR CONSTRUCTION METHODS SHALL BE APPROVED BY THE OWNER OR
OWNER REPRESENTATIVE PRIOR TO CONSTRUCTION.
3,
NOTIFY TOWN OF ONSLOW COUNTY INSPECTOR 48 HOURS BEFORE
BEGINNING OF EVERY PHASE OF CONSTRUCTION.
15.
CONTRACTOR SHALL REFER TO LAYOUT PLANS FOR THE LOCATION AND
DIMENSIONS OF PROJECT.
4.
CONTRACTOR SHALL VERIFY ACCURACY OF TEMPORARY BENCHMARKS
PRIOR TO USING THEM FOR CONSTRUCTION.
16.
CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES AS REQUIRED BY
STATE AND LOCAL AUTHORITIES. REFERENCE EROSION CONTROL SHEETS FOR
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATIONS.
MORE NOTES AND DETAILS. ALL MEASURES SHALL BE MAINTAINED, REPAIRED
CONTACT NO ONE CALL (PH: 800-632-4949). THE EXISTING UNDERGROUND
AND/OR REPLACED AT THE CONTRACTORS EXPENSE UNTIL PROJECT IS
UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE
COMPLETELY STABILIZED.
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT
LEGATION AND ELEVATIONS ALL STING UTILITIES PRIOR
77
DAMAGE TO INFRASTRUCTURE. PUBLIC OR PRIVATE PROPERTY, AND/OR
TIL THAN E
BEGINNING DIGGING OPERATIONS. 1F UTILITIES OTHER THAN THOSE SHOWN
NS
VELETA TION SHALL BE IMMEDIA TEL Y REPAIRED OR REPLACED BY CONTRACTOR.
ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY AND TAKE STEPS TO PROTECT THE
IS.
ANY DAMAGE TO EXISTING PAVEMENT ON ADJACENT STREETS MUST BE REPAIRED
.
LINES) AND ENSURE CONTINUED SERVICEDAMAGE CAUSED TO EXISTING
A CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE ENGINEER.
UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR.
19
WHERE FIELD INSPECTIONS ARE REQUIRED BY THE COUNTY, STATE AND/OR
6.
THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS OF NEW
ENGINEER THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48
UTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION.
HOURS IN ADVANCE TO SCHEDULE SUCH INSPECTIONS.
7.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL
20.
A COMPLETE SET OF APPROVED DRAWINGS AND SPECIFICATIONS MUST BE
IS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION
MAINTAINED ON SITE AT ALL TIMES THAT THE CONTRACTOR IS PERFORMING
WORK. THESE DRAWINGS SHALL BE MADE AVAILABLE TO THE OWNER, OWNER'S
B.
CONTRACTOR SHALL GRADE ALL AREAS SUCH THAT HATER DRAINS TO THE
REPRESENTATIVE, ONSLOW COUNTY AND/OR NCDENR PERSONNEL AT THEIR
APPROPRIATE RIGHT-OF-WAY, EASEMENT, OR SWALE PRIOR TO FINAL
REQUEST.
APPROVAL
21.
ANY REVISIONS DURING CONSTRUCTION WHICH ALTER THE SITE LAYOUT.
9.
ALL STORM DRAIN PIPE INVERTS IN AND OUT ARE THE SAME AS THE BOX
CONSTRUCTION METHODS. OR DRAINAGE MUST BE SUBMITTED AND APPROVED /N
INVERT UNLESS OTHERWISE NOTED ON THE PLAN AND/OR PROFILE SHEETS.
WRITING BY THE ENGINEER.
10.
ALL AT GRADE UTILITIES SHALL BE LOCATED OUT OF THE CURB LINE.
22.
THE CONTRACTOR /S RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS
NECESSARY FROM OTHER RESPONSIBLE AGENCIES OTHER THAN NCDENR
11.
APPROVAL OF PLANS DOES NOT AUTHORIZE GRADING OR ANY OTHER
STORMWA TER PERMIT AND NCDENR LAND DISTURBANCE PERMIT.
DISTURBANCE TO ADJACENT PROPERTIES. IF FIELD CONDITIONS WARRANT
OFF -SITE GRADING OR DISTURBANCE, CONTRACTOR SHALL NOTIFY OWNER
23.
CONTRACTOR RESPONSIBLE FOR COORDINATION OF TEMPORARY AND PERMANENT
OR OWNER REPRESENTATIVE
POWER INSTALLATION AND LAYOUT FOR POWER / PARKING LOT LIGHTING WITH
JONES-ONSLOW ELECTRIC.
12.
ANY GRADING BEYOND WHAT IS DEPICTED IN THE APPROVED AND PERMITTED
PLANS IS A VIOLATION OF THE STA TEAS EROSION CONTROL AND GRADING
24.
REFERENCE PLAN AND DETAIL SHEETS FOR ADDITIONAL NOTES.
REQUIREMENTS AND MAYBE SUBJECT TO A FINE THE CONTRACTOR SHALL
BE RESPONSIBLE FOR PAYMENT OF ALL FINES DUE TO VIOLATIONS.
25.
A PRE -CONSTRUCTION MEETING WITH NCDOT MUST BE HELD PRIOR TO BEGINNING
ANY WORK IN PUBLIC RIGHT-OF-WAY.
WE 04
OWNER.
R & S MATTHEWS PROPERTIES LLC
PO BOX 87886
FAYETTEVILLE, NC 28304
PHONE. [phone]
CONTACT- RONNI£ a MATTHEWS
ENGINEER:
THOMAS & HUTTON ENGINEERING CO.
215 S. KERR AVENUE, UNIT B
WILMINGTON, NC 28403
PHONE.- 910-332-3400
CONTACT.- JACK D. REEL, P.E., LEED AP
PROPERTY INFORMATION.
PARCEL 0765A-17r
TAX PARCEL ID: 049764
NC PIN: 426902960278
PARCEL ,.4765A-16:
TAX PARCEL /0: 049763
NC PIN.- 426902961252
ZONING: HB (HIGHWAY BUSINESS)
LAND USE: CGC (COMMUNITY GROWTH ACTIVITY CENTER)
TOTAL AREA: t1.55 ACRES (67,515 S.F.)
SETBACKS:
FRONT: 60' (PER MAP BOOK 27, PG. 5)
REAR: 10'
SIDE.. 10'
TYPE A BUFFER/SCREEN:
FRONT: 10'
REAR: 5'
SIDE: 5'
VICINITY MAP
SCALE: 1" = 2000'
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Sheet List Table
Sheet Number
Sheet Title
Co
Cover & General Notes
Cl .1
Existing Conditions & Demolition Plan
C2.1
Site Plan
C3.1
Erosion Control Plan
C4.1
Paving Grading and Drainage
C5.1
Storrr: Drain Profiles
C6.1
Water & Sewer Plan
C8.1
Civil Site Details
C8.2
Civil S:e Details
C8.3
Civil Site Details
C8.4
Civil Site Details
C8.5
Civil Siie Details
PROPOSED BUILDING
BUILDING AREA = Z489 S.F.
GROSS FLOOR AREA EXCLUDING KITCHEN/RES7ROOMS = 853 S.F.
MAXIMUM BUILDING HEIGHT = 42'
IMPERVIOUS SURFACE = 28,400 S.F.
DISTURBED AREA = 51,660 S.F.
PARKING REQUIRED:
RESTAURANT
MIN. 1 PER 4 SEATS or 1 PER 80 S.F.
50 SEAT3/4 = 13 or 853 5 F./80 = 11
MAX. 1 PER 2.5 SEATS
50 SEAT5/2.5 = 20
EMPLOYEES. 1 PER 2 EMPLOYEES (LARGEST SHIFT)
8 EMPLOYEES/2 = 4
TOTAL REQUIRED:
MIN. = 13 + 4 = 17
MAX. =20+4 =24
FIRST 25X INCREASE = 24*1.25 = 30
SECOND 259 INCREASE = 30*1.25 = 38
PARKING PROVIDED:
REGULAR (9 x 18 ): 29 SPACES
HANDICAP (9'x 18 ): 2 SPACES
TOTAL: 31 SPACES
SUBMITTAL HISTORY
SUBMITTED TO DATE
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CONTRACT DATE: XX.XX.XX
BUILDING TYPE: T-50
PLAN VERSION: July 2011
SITE NUMBER: 309062
STORE NUMBER: XX)XX
TACO BELL
VILLAGE DRIVE
SNEADS FERRY, NC 28460
SHEET TITLE:
COVER SHEET
JOB NO: J-23988
DATE:
07/19/12
DRAWN BY:
BDR
DESIGNED:
BDR
REVIEWED:
JDR
APPROVED:JDR
SCALE:
AS SHOWN
SHEET NO:
Wo

ABLE G. RODRIGUEZ AND WIFE.
MICHELLE RODRIGUEZ
D.B. 2899, PG. 56 57
{LOT NO. I, "COASTAL VILLAGE. SECTION .1 A'
MAP BOOK 26, MAP $50, SJOE E-l78)
0
1 I
DOUBLE CURS INLET /
�—EXISTING CONCRETE MONUMENT ---"---'--' 6"W 6"w 6"w - 6'w — 5''�1 FR., 5687 1
NORTHING: 296194.574 V.S. SURVEY FT. INV.: Sa.OI (24'CM?}
1 -e AS T ING; 2468637,467 1SURVEY FT
EEV.: 60.14 (NA VDeel
� '--APRRO%:MA
iE LOCATION OF
VILLAGE DRIVE
(y
N
E%15T,NG 6' PVC WATER
c
4 As INDICATED By °Nwasn
(EXISTING 60; PRIVATE RAW)
p
/
%
( APPROXIMATE LOCATION OF
— — -- — — — — —
— — — — — IVEDIAN ISLAND/SIGNAGE
' I CURB INLET
PRiINV
EXISTING, 12" PVC WATER
T
\\
56.95
INV.: 54.45 (24'LAiP)
INDICATED ON SITE
BT ONWA'aA
By
ONDERGRELECT EDIAL
24' VALLEY
TO SIGN
6'E RviCE TO 8!GN IN MEDIAN
\'
GUTTER
CURB !wLET
FR,7,10
INV,NV.;5
53.8.88 i241
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— — — N4!'32— E 250.00' — — —
� t
L _ _` 10' DRAINAGE &UTILITY EStv'T
------------------- ---------- ---- -------- ----------- -------- ----� --------------------
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i oy'�o 24 12" RIBBON TYP)L STOPN
o CURB �' O
m DANNY MARCO PADGETT AND WIFE, DANNY MARCO PADG T AND WIFE,
GLENDA M. PADGETT TO GLENDA M. PADGETT TO e �• -
N ELIZABETH A. GiLLIGAN 1 E! IZABETH A GILLIGAN
m TITS SO T. ' 6147 SO,FT 4✓`'�V C
p GH. 2357, PG 825-828 I D.9. 2357. PC. 825-828 j s�
ri (PORTION OF LOT NO. 1, "COASTAL VILLAGE. SECTION I" (PORTION OF LOT NO 1. "COASTAL V,LLAGE. SECTION I' ; H
MAP BOOK 27, MAP 5, SLIDE E-2951 i MAP BOOK 27. MAP 5, SLIDE E-293)
is
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o m IS' STANDARD C g5
CURB &:GUTTER 4' „t,Y wR I^'
(PITCH)
I I APPROXIMATE LOCATION OF
I wAT R sEPrcE TO 180 STANDARD
G'L_..uPROPERTY I o3 5� I CURB 8 GUTTER
is ' I NTRY 4 SPACES t' '� ■ ■ ■ ■ ���■ "■ f ■ ■ ■,. f. 6(' N
' PORTAL (NORMAL)
' I ' TRANSFORMER - '■> TYPE 8 HC RAMP
' WITH DETECTABLE TYPE 8 HC RAMP 2 H.C. SPACES
I I •16� ''"' � WARNING MAT WITH DETECTABLE (VAN -ACCESSIBLE) FM
1 — — ■ ■� ■ ■ i Ito I# PROPOSED WARNING MAT
I u ar?32'c2' E 3o.co' za Ia' IB'
�X_ p• I 1 ( MENU BOAR TACO BELL
■ i SPACE
i ± 5�R DRIVE-THRU RESTAURANT 5' WIDE PAINTED I P^ 6.SR (9'xi87
CANOPY 8 OCB CROSSWALK I ^ o
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DRIVE-THRU 1 �
I I LANE a F
'oL---------------------------- - - - - - - - - - J _1- SEGMENTED BLOCK
I I ( ' ' ' RETAINING WALL
8' WHITE.
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STRIPE
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�I WET DETENTION
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• DUMPSTER 12" RIBBON ' p ' '
0,>), I ENCLOSURE CURB
_____ ________ ______-___
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PROPOSED
+ SIGNAGE
_
— — — — — — — — — — — — — — — — — — — — — — — — -- — — — -- — ------ ------ � �__ A _"_v'_ _ ___________________________________ DRAINAGE 6: UTILITY ESMT_—.__ _____—_—__-- I'
S 4j*32'S!" W 398.93 n F O _ F—._—.—._. (1 T D
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3' BUFFER WITH 6' HIGH
PROPERTY
OPAQUE FENCE AND BOUNDARY N
EVERGREEN SHRUBS PER (TYP) I >'-
ONSLOW COUNTY ZONING = `s
ORDINANCE Q
OCTAGON OF NORTH CARLINA, INC.
12 ACRES
D.B. 1390. PG 40
NOTES:
1. ACCESSIBLE ROUTE - EXTERIOR:
MINIMUM CLEAR WIDTH IS 5'. IF ACCESSIBLE ROUTE HAS LESS THAN 5' CLEAR WIDTH, THEN
PASSING SPACES AT LEAST 5'1 SHALL BE LOCATED EVERY 200' OR LESS (INTERSECTING
SIDEWALKS MEET THIS REQUIREMENT). LONGITUDINAL (RUNNING) SLOPE MAY NOT EXCEED 5%
UNLESS RAMP IS INSTALLED (RAMPS MAY NOT EXCEED 8.33%). CROSS SLOPE MAY NOT
EXCEED 2X. GAPS IN ROUTE MAY NOT EXCEED I/2' IN WIDTH.
2. FINISHED SURFACE HEIGHT DIFFERENCE REQUIREMENTS:
A. 0 TO I/4": NO REQUIREMENTS
B. 1/4" TO Iiii BEVEL WITH 1:2 SLOPE
C. LARGER THAN I/2": CONFORM TO REQUIREMENTS FOR RAMP
3. RAMPS:
• MAX RAMP SLOPE 8.33% (I:12).
• RAMPS STEEPER THAN 8.33% ARE NOT ACCEPTABLE.
• MAX RISE FOR ANY RAMP RUN IS 30" (AT 8.33X SLOPE, MAXIMUM RUN OF RAMP IS 30').
• MAX CROSS SLOPE OF RAMP ZX (1:50)
3A. LANDINGS:
• RAMPS SHALL HAVE LEVEL LANDINGS AT BOTTOM AND TOP OF EACH RAMP.
• LANDING SHALL BE AT LEAST AS WIDE AS RAMP LEADING TO IT.
• LANDING LENGTH SHALL BE MINIMUM 5' CLEAR.
• IF RAMPS CHANGE DIRECTION AT LANDING, MINIMUM LANDING SIZE SHALL BE 5'X5'.
• ALL LANDINGS ARE TO BE NO MORE THAN 2% SLOPE IN ANY DIRECTION.
4. CURB RAMPS:
• MAX SLOPE OF CURB RAMP 8.33%.
• MAX SLOPE OF SIDE FLARES 10X.
• MAX SLOPE OF ADJOINING GUTTERS, ROAD SURFACE, OR ACCESSIBLE ROUTE 5X.
• MIN WIDTH 36" (NOT INCLUDING SIDE FLARES).
• DETECTABLE WARNING IS REQUIRED ON CURB RAMPS AT TRAFFIC AISLES, AND SHALL BE
24" MINIMUM IN THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB
RAMP OR FLUSH SURFACE, DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE
NEAREST THE CURB LINE IS 6" TO 8" FROM THE CURB LINE.
5. PAVEMENT MARKINGS:
AS REQUIRED BY LOCAL JURISDICTIONAL AUTHORITY (RECOMMENDED CROSSWALK MARKING TO
DESIGNATE ACCESSIBLE PEDESTRIAN ROUTE)
6. HANDICAP PARKING SPACES:
• MINIMUM 8' WIDE ACCESSIBLE PARKING SPACE
• MINIMUM 5' WIDE ACCESS AISLE AT STANDARD SPACES
• MINIMUM 8' WIDE ACCESS AISLE AT VAN ACCESSIBLE SPACES
• MAXIMUM 2% (1:50) SLOPE IN ANY DIRECTION
7. SIGNAGE:
ACCESSIBLE PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A SIGN SHOWING THE
SYMBOL OF ACCESSIBILITY. VAN ACCESSIBLE SPACES SHALL HAVE AN ADDITIONAL SIGN
`VAN -ACCESSIBLE' MOUNTED BELOW THE SYMBOL SUCH SIGNS SHALL BE LOCATED SO THEY
CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE (60" ABOVE GRADE UNLESS
OTHER HEIGHT REQUIRED BY LOCAL JURISDICTION).
8. ACCESSIBLE ROUTES:
MUST COMPLY WITH ADA, THE FAIR HOUSING ACT AND ICC/ANSI A117.1-2003.
LINE TABLE
LINE
BEARING
LENGTH
Lt
N 48'27'51' W
57.92'
L2
S 41"331 W
173.01'
L3
S 41"33123• W
173.01'
L4
N 48'28'140 W
10.58'
L5
N 41'33'19- E
131.00'
LB
N 86'32'130 E
53.22'
L7
S 48-27'51" E
30.60'
LIGHT -DUTY ASPHALT PAVEMENT
HEAVY-DUTY ASPHALT PAVEMENT
CONCRETE PAVEMENT
CONCRETE SIDEWALK
■ ■ ■ ■ ■ ■ ACCESSIBLE ROUTE
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD
CHD BEARING
DELTA
Ct
30.00'
47,11'
42.42'
S 86*3211 W
89'58'22-
C2
30.00'
47.14'
42.44'
N 3'27'280 W
90*01 1
C3
40.00'
31.40'
30.60'
N 64"021 E
44"58'36•
C4
40. 00'
31 .42'
30.61 '
S 700571 E
44 " 591
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EXISTING 2" FORCEMAIN
N CONTRACTOR TO VERIFY
DEPTH
f
EXISTING REBAR
NORTHING: 296396.374 U.S. SURVEY FT,
EASTING: 2469224.086 U.S. SURVEY FT.
ELEV, 57.00 (NAV088)
N
f
D BURIED
ENTLY
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
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THOMAS •••'9
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i i. No. F 6871 ' AE,
4 OF Ate"�r�
CONTRACT DATE: XX.XX.XX
BUILDING TYPE: T-50
PLAN VERSION: July 2011
SITE NUMBER: 309062
STORE NUMBER: XXXXX
TACO BELL
VILLAGE DRIVE
SNEADS FERRY, NC 28460
TACQ
■.
T-50
SHEET TITLE:
SITE PLAN
JOB NO: J-23988
DATE: 07/19/12
DRAWN BY: BDR
DESIGNED: BDR
REVIEWED: JDR
APPROVED:JDR
SCALE: 1" = 29
SHEET NO:
C291

`s 1. GENERAL NOTES -- -- - - ---- -- -- --- -- -- -- -- - -- -- -- - - - -- -- -- -- -- ---� s,
iI
E DOUBLE CURB INLET
' L STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE I . 6"w 6"w G"w------_- _-- o"s- -- 6' W FR.: 56.87 p'
EXISTING CONCRETE UOM'UENT INV-: 5401124"CUP)
WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN CASE MORE NORTHING: 296194.574 US, SURVEY FT.
THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE EASTiNGc 245883T.a67 U.S. SURVEY Fr. I
ELEV: EO24 GO37-46 S • .S S�
SITE WILL RESUME WITHIN TWENTY-ONE (2p DAYS_ sc C Br 3,� e0i�r'�3v i 1
> 2. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR `'= &C�'s �APPROxiwdTE Locals �9 g� 's^ VILLAGE DRIVE
AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5} INCH. DAMAGED OR INEFFECTIVE is ? WATER
AS IN IC 5' PVC OUWA } fSL
d ds:NpxarEo3YoNwasa (EXISTING CO' PRIVATE R/W) '
DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY. ;N t
FLIP S? f I I APPROXIMATE LOCATION: OF
n �A - - - - - I _ - - c IiO 'Sj. dCS Sj. CURB INLET EXISTING 2• PVC WATER
3. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOq_ i -i- , i M�CIAN ISLA.c:, a1GNAGE c' 3 A5 INDICATED on SITE
Y - - s i 'S S + '8P �FR.: 55.95
v EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND ! - �. 's ,ss „`3p m r c '' + �s i INV.; SaA5 (24'GUP) BY oNvdsd
STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. n `� 9 �'�o c<,a"6_ <.c �e� `!,o -y uuoERcnouxD =_Lsc.f,Q .5�' - ,�•,sr o
/ •O A y / SERVICE TO SIGN IN M.GINN ec,
4. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF
CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED m •y - /
AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING { / i ( CURB INLET
. a: 57ID
��\ ( i iNVs 53.88 (24•CUP)
CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTION. ALL TEMPORARY .. I
CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS sc 9,F sc9� sce? 6cQ s t Rcp2 s�_09s� 's? s? ,
g STABILIZED_ i Gss Gss + v s0 s3 @O, pet?Ys?Q
9 5. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE _ _ _ _ _ _ G,9 `Yd " E� OV'9 N 4/°j2,02" E 25Q L'`�n� _ _ TSiP _ _ -. I s S>
\ 89
d PAYED ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL ( °,�.3s - - - �sw3! _ Gs,}O� �' { Bp .Ae j�ccTLET z4'cm=
FROM PAVEMENT AS MAY BE REQUIRED. I NY Saw
\\ I^A;NAGE 2, UTILITY ESAiT I I %, j f- yS�
8 6. THE FOLLOWING NOTES ARE SPECIFIED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND _ _ _ �L'-E- - - _ _ FG,59.0 ` ` I O�Q S B "ems
o_ -'--------I------ ----- -- ----5�=� -- ------------- FG.58.T-------- --- 59.2 s ro
NATURAL RESOURCES (OINK) AMID ARE TO BE EXECUTED BY THE CONTRACTOR. + T Be v FG cr s 9pa`°d r0 v s+s.�cs ?� I
A.) ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN
CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF PRECIPITATION I - so
DURING ANY 24-YEAR PERIOD. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED UNTIL
FINAL STABILIZATION HAS BEEN OBTAINED. I \ c' �pl� 59 FG 59.2
PIPE
B.) STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE
SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARY OR PERMANENTLY CEASED, BUT IN NO
- CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS I i , � � � 7�*,' o sue"- ^ -
n1
TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE SITE WILL
RESUME WITHIN 21 DAYS. DANNY M 4 0 AOG •' 5 - w FE. ANN MARCC °40^uE'T AND WIFE,
I, GLENOA M PAeaETTr 0 GL NDA U PADGETT TOs0
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE COUNTY, N ELizAB -- -=_ GaN _�:2a6J47 CI _reAN ti
Q 7i 2 SG. �. ' _I4 SOFT
PROJECT ENGINEER AND/OR NCDENR. iy c-e. 235-. PG. a25-92E OB 2357, FG.325-529 o n j ml i I ' t' i I i I """ -'•
<PORTION OF LOT NO. 1.'COASTAL F_i. AGE. S£CTKN I" ipOR?ION OF L� OT NO. 1, "COASTAL VILLAGE. SECTEON I- o ! h` ti
8. ANY GRADING BEYOND WHAT IS DEPICTED IN THE APPROVED AND PERMITTED PLANS IS A VIOLATION OF MAP BOON 27. MAP 5, .1;-Ca E-z351 ' MAP BOOK 27. MAP 5. SLICE E-2931 t9 s / A It I �D
THE STATE'S EROSION CONTROL AND GRADING REQUIREMENTS MAY BE SUBJECT TO A FINE. THE o o GBy m 1 I I { • I V ` L'.
CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF ALL FINES DUE TO VIOLATIONS. ��i
m s9 GS96 'SS ! r -?l :c-• O
S. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF { i GS s� S Gs �S ss GS8 GUY WNt oe
SEDIMENT POLLUTION CONTROL ACT AND MAY BE SUBJECT TO A FINE. I i GEa_ I �s s'� s y r I 1 S I { II i p
{l
10. ALL OFF SITE BORROW MUST COME FROM A STATE APPROVED SOURCE. CONTRACTOR TO SUBMIT aPPRaxIMaTE Lpca*.en or _ cSs
ceA, ER SERV CE .O I 9 `" S - e
WRITTEN DOCUMENTATION IDENTIFYING SOURCE. GILLIGaN PROPERTY
I ° I - v� Gs o j 1 T t, ) u Z
11. ALL SURPLUS MATERIAL AND DEMOLITION DEBRIS SHALL BE HAULED OFF SITE TO AN APPROVED I
WASTE SITE. CONTRACTOR TO SUBMIT WRITTEN DOCUMENTATION IDENTIFYING APPROVED WASTE SITE- t e 2 » > J \ 6' / I { I E
a y I r
i
w
- - 1
11. CONSTRUCTION SEQUENCE 1060 LF TEMPORARY j I v 'E Cse� ( Fe 9 -M! ( y ; i Z
i SILT FENCE s F \ s PROPOSED o� �• I f L INSTALL SILT FENCE AND EROSION CONTROL MEASURES N a 52.02' _ yLJO.y,p' 1 •rs Gs9 _ Gs9 TACO BELL +„
2. CLEARING AND GRUBBING I G 9 O s -i'i > - - r E Sp I ss EXISTING 2• FORCEMAIN
3. INSTALL SEDIMENT BASIN - - - = - r l -s - r
V` -�� �x� s S , s S S r - -A S I �A 'Sii DEPTH
TO YER�Y
c ;; s s +� -r ,� RESTAURANT � � oe s9 i so - Y
4. INSTALL DRAINAGE CONVEYANCES , Eo �s -s0 <"` ° .i • ,ss ' T<<'so
5. INSTALL WATER AND SEWER SERVICES ,� �c'_ Oz`p� SO� f�``TS c 'J4,
6. SITE ROUGH GRADING t ; ; s 54 9 v ,ems ) I 1 6O s s� XI TIN GR298386.37a U.S. SURVEY
EBAR
{ EASTING; 24 9224 8 5 U.S, SURVEY
7. BUILDING CONSTRUCTION I I i_ )' y ' I 1 I I V °
INAV
8. PARKING LOTS AND FINAL GRADING - I I I �_ I I i
9. FINAL GRASSING AND STABILIZATION i { j sT I I % ' I + so I
10, CONVERT SEDIMENT BASIN TO WET DETENTION BASIN PER DESIGN SPECIFICATIONS AND DETAILS ONCE .I• I y I { ;
THE SITE IS PERMANENTLY STABILIZED. a III' -
L -' is -
1 ;
: 1
---------- - - - - - -
N
IN. MAINTENANCE PLAN �I 1 06 �, 55 I a rss
n%4eO•-��083c, pi s4 yes �..�. .r.. ,�
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION,,' 'm+ _ - -. z' S3 _ yW i 06 V'O ( t« S I �3
FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL. BUT IN NO CASE, LESS THAN ONCE EVERY WEEK..`
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
ci {
PERMAINT 5 ° Fs s 90
Z. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL TWO (2) o r I I i 3 - - i:,_. Im IL d Se (. ti ; I
INCHES OF f4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE ,� I t iT i { I .� WET DETENTION ; �, ^ - . I I o i ( m I i (`I I 1 •_
STREET WILL BE IMMEDIATELY REMOVED. , E % - - - a
I I r O i-+.' G"9 C ,5 50 I i , °S 00 "* 59 '~ W) l ( ro
_ s 0css ' ^
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN STORAGE CAPACITY HAS BEEN I - / ,, I �s s_ - - - - - _52- c {s0 GS9s I I , s
S c' ' u,• 9 j O I UN4ENTlfIIEO BURIED
APPROXIMATELY 501 FILLED. SKIMMER WILL BE CLEANED AND MAINTAINED TO ENSURE PROPER s ? I ,1 s3- �. 9 _. - - ..>= s _ 1 i CABLE `'`R� CENiLY
OPERATION PER MANUFACTURER'S RECOMMENDATIONS. k9 s l u`.' �Oi - 1 / 0 J m t� I ; 3NSTALLE�)
e s 1 s 4-: i OLL 1
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP ('I ! ! / / ss s '1 / se t 1 wl v3 roei3 I s I Fss
AT THE FENCE THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT '4 ( I ! -i ✓ \ e \ I N, 1 j I ya
FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE
SPACING, II Irsc I/ _ --- - --- - -------------57----� - - --- -- - --- =- - -- 5T.8 FG---r-----=58.4-FG
5. ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE COVER. �' 6i\ / i ` •� ` l
{ / + DITCH
\ I
6. SEDIMENT, STRAW, LIMBS OR OTHER DEBRIS WILL BE REMOVED FROM THE CHECK DAMS TO PREVENT i {= J/ i �' - - - ?ss_ _ _ _ +s - ��`\
CLOGGING. STONES WILL BE ADDED AS NECESSARY TO MAINTAIN DESIGN HEIGHT AND CROSS SECO eL? _rosy , _A..9 SA 8.pJs,0_9...-_- =_ -z-••- -rsOO s s3--SaDRAINAGE C_, ✓ GTC9-� F�--�-- K �
O- -B S.YE
_i _c' _------! 79 j0
l --
s -10s63�}S�-----"�-- ----- -- --
STABILIZATION NOTES 6 5sIs_g sS E sc'
+_{{ s-tOFS. aOI'
{
-.
's, sv
F
-- ALL DISTURBED AREAS WILL BE STABILIZED WITHIN THE TIMEFRAME SPECIFIED BELOW:
H.
PERIMETER DIKES, SWALES, DITCHES 9 SLOPES - ?DAYS OF LAST LAND DISTURBING ACTIVITY / / sc, r / P s Asa ss'� ROPERTY 'a v _ _
v i / PIPE #2 - - - -. - - - -BOUNDARY- - _ �„..�,r'� ���^�'�✓�.,�^ - 1 i -" s@_ i I 1
- SLOPES STEEPER THAN 3:1 - WITHIN 7 DAYS OF LAST LAND DISTURBING ACTIVITY / f / (TYP) _ -+�
/ r / r +s, ------ ss s`a. css Gss CL
- All OTHER AREAS - WITHIN A DAYS OF LAST LAND DISTURBING ACTIVITY + rs? G„ 9„ s 3ss
01 NOTES: 9 �ssz i
s V 1 OCTAGON CF NORTH GARLINA. INC- s 'N"
s L ALL SLOPES EXCEEDING 6:I OR GREATER SHALL BE STABILIZED WITH EXCELSIOR MATTING 2 ACRES s
IV. INSPECTIONS OR APPROVED EQUIVALENT. CONTRACTOR RESPONSIBLE FOR MAINTENANCE. REPAIR AND/OR Os 1350, PG 40
I. QUALIFIED PERSONNEL (PROVIDED BY THE DISCHARGER) WILL INSPECT DISTURBED AREAS OF THE REPLACEMENT OF ALL EROSION CONTROL MEASURES AS REQUIRED THROUGHOUT ` ( j --��--
1 IT } S
CONSTRUCTION SITE, AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO - CONSTRUCTION. I o s02? F,o 2s
PRECIPITATION THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES. AND 2. DISTURBANCE LIMITS ME TO BE REMOVED NOTED. _
LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR 3. !\ I s? r i C* 1 v I
DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.5 INCHES OR GREATER. WHERE SITES
HAVE BEEN FINALLY STABILIZED SUCH INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY - f JUL •U I GV1Z
MONTH
TOPOGRAPHY LEGEND EROSION CONTROL LEGEND: DRAINAGE LEGEND
2-DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO f BY--`""--�---.
PRECIPITATION SHALL BE.INSPECTED FOR EVIDENCE OF. OR THEPOTENTIALFOR. POLLUTANTS EXISTING PROPOSED DESCRIPTION DESCRIPTION EXISTING PROPOSED
ENTERING THE DRAINAGE SYSTEM, EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE DESCRIPTION E
PLAN SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE
LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER RIGHT-OF-WAY LINE - - - - - --- --- 1
EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING SF TEMPORARY SST FENCE '
PROPERTY LINE .► � - - CONCRETE CURB 8 GUTTER
WATERS. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE CLEARING LIMITS / LIMITS OF DISTURBANCE CL NOtYhiNQ
OF OFFSITE SEDIMENT TRACKING. f, ROAD - - - Q
3. BASED ON THE RESULTS OF THE INSPECTION. THE SITE DESCRIPTION IDENTIFIEDINTHE PLAN IN _ - _ ` _ - - _ - _ - - - TREE PROTECTION STORM DRAINAGE PIPE - - - - - - .. . I I 1
ACCORDANCE WITH PARAGRAPH IV.DJ- OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT. AND EASEMENT Rw W X=
NATURAL RESOURCES NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM CONSTRUCTION men/� RR RIP RAP
ACTIVITIES THAT ARE CLASSIFIED AS 'ASSOCIATED WITH INDUSTRIAL ACTIVITY' BY EPA REGULATION• - 'TREE LINE 1��1 t
HEREINAFTER REFERRED TO AS THE NPDES PERMIT, POLLUTION PREVENTION MEASURES IDENTIFIED IN STORM MANHOLE OR JUNCTION BOX 110
(� )
THE PLAN IN ACCORDANCE WITH PARAGRAPH IV.D.2 OF THE NPDES PERMIT SHALL BE REVISED AS TOP OF LAKE ---- `J O �I Center
TEMPORARY GRAVEL U
APPROPRIATE. BUT IN NO CASE LATER THAN 7 CALENDAR DAYS FOLLOWING THE INSPECTION. SUCH _ _ TCE CONSTRUCTION ENTRANCE/EXIT � � GRASSED SWAIE F- � � C8I1 BCf01'E You I}t$
MODIFICATIONS SHALL PROVIDE FOR TIMELY IMPLEMENTATION OF ANY CHARGES TO THE PLAN WITHIN CONTOUR ` �� 3 = �/ S DRAINAGE FLOW ARROW -•'-� "Its ZtlC Jfl14N
7 CALENDAR DAYS FOLLOWING THE INSPECTION. -
4. A REPORT SUMMARIZING THE SCOPE OF THE INSPECTION, NAMES) AND QUALIFICATIONS OF SSB SKIMMER SEDIMENTBASIN © I-800-632-�3949
PERSONNEL MAKING THE INSPECTION. THE DATE(S) OF THE INSPECTION. MAJOR OBSERVATIONS SPOT ELEVATION rTP XX.XX OR FG XX.XX (FABtCLOTH FLLOAOOTING SK R OR EQUALS
RELATING TO THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN, AND
ACTIONS TAKEN IN ACCORDANCE WITH PARAGRAPH IV.D.4.8 OF THE NPDES PERMIT SHALL BE MADE
AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE WE-C-A ROLLED EROSION CONTROL PRODUCTS
YEARS FROM THE DATE THE SITE IS FINALLY STABILIZED. SUCH REPORTS SHALL IDENTIFY ANY TYPICAL ASPHALT PAVEMENT SECTION NW- x e.
INCIDENTS OF NONCOMPLIANCE WHERE A REPORT DOES NOT IDENTIFY ANY INCIDENTS OF -
NON-COMPLIANCE WHERE A REPORT DOES NOT IDENTIFY ANY INCIDENTS OF NONCOMPLIANCE, THE GRAPHIC SCALE
REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE STORM HEAVY DUTY ASPHALT PAVEMENT SECTION OSS
OUJTLET STABILIZATION STRUCTURE zo o ro zO ao eO
WATER POLLUTION PREVENTION PLAN AND THE NPDES PERMIT REFERENCED ABOVE. THE REPORT
--"'`+-
SHALL BE SIGNED IN ACCORDANCE WITH PART VI.G. OF THE NPDES PERMIT. _
PROPOSED CONCRETE
V. LONG TERM MAINTENANCE OF DRAINAGE AND STORMWATER RCD ROCK CHECK DAM
FEET
MANAGEMENT SYSTEM I }
THE DRAINAGE SYSTEM WILL BE OWNED AND MAINTAINED BY TACO BELL AFTER CONSTRUCTION IS RPIP ROCK PIPE INLET PROTECTION 1 inch
= 20 ft
COMPLETE.
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?' THOMAS +•9
i 8; HUTTON
• ENGINEERING
CO.
9 % No. F-0871 ;
�.• tiW
4jF •Au1•
CONTRACT DATE: XX-XX.XX
BUILDING TYPE: T50
PLAN VERSION: July 2011
SITE NUMBER: 309062
STORE NUMBER: XX)=
TACO BELL
VILLAGE DRIVE
SNEADS FERRY, NC 28460
L�y
SHEET TITLE:
EROSION
CONTROL PLAN
JOB NO: J-23988
DATE:
07/19/12
DRAWN BY:
BDR
DESIGNED:
BDR
REVIEWED:
JDR
APPROVED:JDR
SCALE:
1" = 20'
SHEET NO:
C3*1

a ,
t i
INLET
... I i d _-_ _ -- 6 tivV --. .._.. 5 _ _.__. _ , - . C 8._ F>0. 5e87 eC 66,
EXISTING CONCRETE MORUMFNT n J.. 54 0 Z.+ CMP+
„ NORTHING-29694.574 U5. SURVEY FT. , CI
- EASTING 24 8837-467 U.S. SURVEY FT. '... ..- .. ___. ._.- ` PS , I Z.0
ELEV: 60. 14 (NAVOSS) __ :_ -;_. _`_ -__.., __ _. - ___ _ __... p I •- Q
._.._-._�y.$ff b SO-/O �/ "'S eCi�O/�yF I ( O C C'O
-
6 Qs VILLAGE DRIVE I �� m "?
EXISTING 6 P -WATER ,
INA
As SAW CUT EXSTING - - Ste, / G O
4 1. C.._EC oY OhwA A �- - (EXISTING 1 INT 4ll 'PRIVATE H Y1�� - I C :h
--- - - - __c 6 / t... y
"C I I 0.PPROXIMATE LOCATION Of
-CURB IS INSTALL CONCRETE - ?- - - ti ', - t. _J:aw "�_�cc', 55IGNA E c' `rds p" I ,,�^-curse INLEt ExlsnnG 12" Pvc wares i C? • O
it' FR.: 56.95 AS INDICATED ON SITE ON
'sy �� VALLEY GUTTER. s'=a V� `' --s" of INV, Baas tza•cMP) By enwasa j •
3 Im -� ( r� s. MATCH EXISTING ROAD '
� ' s FtI CE TC 4 b,_.::_; -- 6 - C i
V ELEVATIONS JINACEa
DRAINAGE AREA \ �, c\ i O Q O O�'o-c'IILIMITS (TYP) -C' RP INLET d NrTP 58.56 58.26-TP\�NV.. 3ee (24"CMP)
um E
nSp ,'- T."P00 _15 sC` S 6C' P 'A0`/ _{- O "� O'n ✓V7 S� m i Z 0
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S0CAOUTLET 24"CMP I49� O-�L INV, 54JO I �0)to
...___._.___.. 5B---------------- 12°RIBBONCURB \ _ it /s� vs ro c,a5- lo' eE r ' )- r-FLARE 18' CURB @ GUTTER s, '''�!S g 00
eV E
------------ n -- ----------- y._._-FFG.58.6-----------F659.2 B s G7
- -- - - - -- F., a 7C - FOR FLOW OUTLET. rs-c'S
.� - aN-i r , c .�FG 57.0 \\ FG-57.6 '_'� 1 TRANSITION T O 124 RIBBON CURBS`\6F,0� 9 c01
1 ' INV: 56.86 h `PINY: 57.00 \ 58 582 F6 t:
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59 26'TP TP°59 26 a' , ` { >e
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0 0.30x 1P 5sI• 668 � .a , �,£`"s � ,. G,S".ff- S+,:l"rl 'at,#.x... 1�a1'. �r1'°,.Gixr-, , ;. NO ( ° un'`r ' =u"�.s"ttxS.^3_Sxn�Vi.w. >v*.3v,� ` s 3, s zr,.>,}` (TYi1 P) '�{' G 1 r}5 694,'Tp "4Sacze9'%•P`fAs,r.;fe"4""Ir',.b."< sB \ \ \ 1 F tI 1 1 QD `1 E\d i' \.\ B. \FqS?\c?9s �12" RIBBON CURB STOP
� 1
I,p DANNY MARCO PADGETT AND WIFE, DANNY MARCO rA V A N4: E
ABLE G- RODRIGUEZ AND WIFE. A GLENDA M. PADGETT TO L_NDA V v 3 i' ^ _ pl P 9 I FA .3 �i Ifliiilll
MICHELLE RODRIGUEZ N ELIZA8E74 A. GILLIGGAN I "ZASETM A L. , TP 59.14 '6' tP 59.64 *,! (�V TCA B/ I I �I 691 I I 6 Q``t1 CAR'I4�
D.B. 2899. PG. 56-57 m 7172 SOFT ' 47 50 _ p ? 58.59 TP I �\ •( O
D.B. 2557. PG. 825 SZO D.a 235P I 18' CURB d GUTTER 'r--+ �` O¢•••'•"
`� n m S �• FESSIp•'
ILOTMAP BOOK 26,, MAP 1. "COASTAL 150. SLIDE SECTION 18)1 A" Ili (PORTION OF LOT NO. 1. 'COASTAL VILLAGE" SECTION I" (PORTION Of 0. NO.: OA > VI AG -CCTI. V I m rMONSOON
93B l :n' I 1 ' I I I I I I v '� �` l�.Q40 41'•
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o I I S`` W! DETECTABLE SIDEWALK (TYP.) (N I ( I I ,1 ! I I f ,.+-I I-J
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TRANSITION S 6 CURB 8 GUTTER CS'`%s e S.�; GUY wI M j.�-' !@�9FA Z O
f- N n TP 60.14 TP 64.I8 CS �i 60 05 TP ° ' '' 593_SW ro G 57" i (I I i 0 O
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MIN.62SY N c _ PROPOSED I v� a X
a . (�
FOREBAY WALL i m ( `� TPE59.46TP!6007,.-. o :S C,:9/. : TACO BELL - 60.09 TP "' ." I i O
BAFFLE WALLS (2) (SEE DETAIL) ni ' +� m c^ �fi, s I 6p rA I ( 1 I Z
®®® s CURB RESTAURANT 59• �, o. D. i ,
TOP ELEVATION- 57.0 I ' _
P! 41032'02" E 30.00' I `�"
' ( I ems- ROOF GRAIN (TYP) mo ZP au ~ %L- I I T ;
i S9 aSW 6o.27-as c'SW,60.51 TAPER FFE: 60 70 -) �D s I ..,_ I
1' _c-. SEE PLUMBING PLAN FOR-'; _ `'' Io ".�� T 6 I S' I S ' EXISTING 2' FORCEMAIN
-I-� p CONTINUATION OF ROOF DRAINS p S;a >3r 1rm o 'S 6 ?/ F 6._CONTRACTOR TO VERIFY
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0 "� , 0 s + s j FG 60.6 p. m I s cEPTH
S.9 O :: �� s / y PITCHED 18" ` O 'SINV II y 6� ., `� J �, '''' CURB 6 GUTTER I 1 INV.: 55.92 INV-: 56.14 . 56.38 ,02 593 i I I II
1 + I X , 89 1_11 �/ r' I i ' 1 I S ~ �s tw I I II EXISTING MAR
I / ` 'l TP-59.271 I r , e I --'{---r--..L-L- t 1 $6.7 FG NORTHING:--6386.374 US. SURVEY FT.
11 1 V ' I-9 , , , ( _ '"`6012 TP; - 1 4 I I EASTING" 2469224, 065 U.5, SURVEY FT.
I 59 _ - - I i S _ j/ I II ELE.V: 57,011 (NAVDBB)
1 I OL- - ^--- / /---__---\ v yF . -- e tL 1 I -_r T - 4n3: 57.1 I A I j s ROOF DRAIN UNDER - yp
3' BUFFER WITH 6' HIGH a I , 56 I TQ DUMPSTER DRAIN .'C ' t .f--- ,+# 2w 57.0 FG SEGMENTED BLOCK
OPAQUE FENCE AND ( a + - - �R ( 1 RETAINING WALL
EVERGREEN SHRUBS PER m s so oI X ` ,,rj� ' I - I TP-59.06_T TP 59.53 5983 TP,_ : g°j' a ; AI -{-
ONSLOW COUNTY ZONING x 4d p 3 p I ss - . I
ORDINANCE '01�j0i 3 -z1 ss3 "y ...L. 23 LF 6 PVC - C900 - DR 18 h i 05, i ear e (FA'S3
I - - n sz 124 LF 8 PVC - C900 - OR 18.0 L00%+ i L00% v a o �I
.III 51 " I `s I S9 46 TP NORMAL R)' CURB d 6UTTER
m so- I
INV: 5446 ,.,'T - ! I TP 59u5 Y =k ,, S� r• � 'r-; - � j 1 m � I I, I
\\\ \ •o- I + 59.13
o I PERMANENT 10' WIDE WEIR IN Sm S\�- - (p Sk 'H I k `r " > s ea1 c I C FLARE 18 CURB G GUTTER I
T'tS 1 P �t '\ r .+ h �.z" a of �
1 0 I I y I s'_$ $ .o ..,, f '+rt P '� i.,. Y��t r a n V. IO 1 S 'S
+ WET DETENTION I m b I
+ I "5 8 > S'S . xrq y a : ,a i 59 37 TP tl 4 jm I • I -
6 FOREBAY WALL @ I � 9T Tp B C t1 }, ,� � I«r v t s j FOR FLOW OUTLET.
I I T O sa C s t TDB: 58.50 so A S O ,s4, y,,, ,, .S„Jw„,>� y.,.,. �r ,' \ h9 '..� �ljJ/ TRANSITION TO 12 RIBBON CURB j P,
{Oe 51 S b, S S' 2'N^ O a' "*�' 'e ✓ 5 r m'/ n / n (` I I j ( I / n NWL: 56.00
G
SOT: 50.00SB ,y, «,
Rtl x 53 �,� �. , $=Tp '� TA yy T,:. .`it1+we,.- a e 1$9 I3 TP I ( I p I VNIDENTI IEDBURIED
9 N ', SHWT: 56.00 54 'a J. Tq Ihg @ / CABLE(R GENTLY
(-i I i / yl 05:-�, I. Ile p ! ��` I I INSTALLE 1
1 I 11 / NI L Be 6' CO 8 I y1' I 12" RIBBON CURB ' TSS I+ I s I
FIR: �F a l r�� B { SO,yI
_/ G W! O u' I 3 ' 6
I /I
x '-�-- -- - - - - - - - --\-�-�� ----- -- - - - ST -- - - ---INV. OUT656:5(SW)�F`�®; ''l�s (I I I III - 51 -- \
S?� FR: 58.50 FG 5e s� h i - - - - - - 56 a•F G 1 S,, Om
INV. OUT: 56.00 (SE) iF�_56-
58.4'FG ! I {
• 115 ! m m FIELD LOCATE POLE
�' "1 RIP RAP + i hs IN _ n o m • m - m ®® - - 23 LF SO PVC - C90O - DR 18 + I /-SIGN TO AVOID CONFLICT
--- �_ 0 01.00%-��--
s'-Fz-MIN 57 SY s �� ® _ \ - TSs WITH OVERHEAD POWER
s ---------- y�
-� _ S -.'E-- - v = ---- -�
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n __ _ di /�.\i0 85,-i" S3;. r==y O .S-$ `. - ■- O
t
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S 6 �19 S o g - i LOOX - S ----- - - I
4'35"E--e0 S- O 9 --_.-- 6'� C^ N 6 S6. 0�"3 O @'- AO .9 S ,B S _ _ �6030 I FSi�
+. �S S �O,-O� -s 9, 00 6� c°� �n`'r / -f -00� �" I S F
-} / pS6 / > '' • �-T'S� %,r''a .S. 41'325]" 393.93` �J - -_--. - • -. n S, S S t I
TS9 / 00 27 LF I8 RC ' o /O EMERGENCY RIP -RAP DRAINAGE AREA I "'.> O 0/O s_ 2 TO ° I 1
0 � / / c - FR:59.50
p2 F / • 0.52X- OVERFLOW __. - - LIMITS (TYP) INV. IN: 55.92 (NE)
ELEV.: 57.00 INV. IN: 55.92 (N)
/ INV.: 55.06 PROPERTY' �� +s ✓
/ -I- .+ i LINE (TYP) _- - - - - - - +s cS"s. �'s ; INV. OUT: 55.92 (SW) GI I I I I I
c + cs �c 22 LF 8' PYC - C900 - DR 18 ss T t /
O'S'??c'c� SS�S6 006 S�;,'�" �'' C S-' 0 C s /��
O '60 S 06 OCTAGON OFiNORTH 2 ACRES A3L'NA, INC. 0 LOOX I$+ -16 I i
D.B 590, PG 40 23 LF 6' PVC - C900 - OR 18 ( II
i1
NOTE:
BASED ON A SITE EVALUATION PERFORMED BY
COASTAL ENVIRONMENTAL CONSULTING, INC.,
THERE ARE NO JURISDICTIONAL 404 WETLANDS
LOCATED ON THE PROPERTY.
V'
NGINEEik p5`�
H. RIC1'�PQ.a`�
I Av& 12
THOMAS
o 9 HUTTON
1 = S ENGINEERING i
=o: CID :x
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�C).......... ••P~��
4i1 OI /pl�� �'
I
A
I
CONTRACT DATE: XX.XX.XX
BUILDING TYPE: T-50
PLAN VERSION: July 2011
SITE NUMBER: 309062
STORE NUMBER: XXXXX
TACO BELL
VILLAGE DRIVE
SNEADS FERRY, NC 28460
6'CO010 (� r9 006 Fs
FIR: 59.47
INV. IN: 55-TO (NE)
INV. IN: 55.70 (N) r
INV. OUT: 55-70 (SW)
N T-50
1 �
� I
NCDENR PERMIT & IMPERVIOUS AREA
SUMMARY:
PROPERTY BOUNDARY AREA: 67.518 SF
PERMIT / DRAINAGE AREA: 51.660 SF
COASTAL WETLANDS: 0 SF
PROPOSED IMPERVIOUS (BOA):
BUILDING: 2,515 SF
PARKING: 22.985 SF
SIDEWALK: 1900 SF
FUTURE: 1000 SF
TOTAL: 28.400 SF
PERCENT IMPERVIOUS: 55%
GRAPHIC SCALE
zo 40
North Carolina
One call Center
Call Before You Dig
"It's The Law"
1-8W632-4949
ECEIVE7
AUG 0 6 2012
so
SHEET TITLE:
PAYING GRADING
AND DRAINAGE
JOB NO: J-23988
DATE:
07/19/12
DRAWN BY:
BDR
DESIGNED:
BDR
REVIEWED:
JDR
APPROVED:JDR
SCALE:
1" = 20'
( IN FEET )
1 inch = 20 ft.
SHEET NO: C4*1
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FINISH GRADE
60
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55
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DRAINAGE — RUN 1
STATIONS: —0+25 — 0+75
SCALE. HORZ.: Y = 20'
VERT.: 1" = 2'
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EXISTING GRADE
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I
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55
1
1 55
"
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47
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0+00 0+75
DRAINAGE — RUN 2
STATIONS: —0+25 — 0+75
SCALE: HORZ.: 1" = 20'
VERT.: 1" = 2'
N
39
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124 LF
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0+00
o)
w
1+00
DRAINAGE — RUN 4
STATIONS: —0+25 — 2+00
SCALE: HORZ.: 1" = 20'
VERT.: 1" = 2'
m
6
55
23 LF 8' PVC - C900 - OR 18
0 LOOX
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22LF8'PVC -C900-OR18
• LOOX
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50
GRAPHIC SCALE
0 0 1 2
( IN FEET )
1 inch = 1 ft_
North Carolina
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Call Before You Dig
"It's The Law"
1-800-632-4949
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1. THOMAS .9
d HUTTON
ENGINEERING
CO. : z
90 % .No. F-0671
OF AU . %
CONTRACT DATE: XX.XX.XX
BUILDING TYPE: T-50
PLAN VERSION: July 2011
SITE NUMBER: 309062
STORE NUMBER: XXXXX
TACO BELL
VILLAGE DRIVE
SNEADS FERRY, NO 28460
T-50
SHEET TITLE
STORM
DRAIN
PROFILES
JOB NO: J-23988
DATE: 07/19/12
DRAWN BY: BDR
DESIGNED: BDR
REVIEWED: JDR
APPROVED: JDR
SCALE: 1' = 20'
SHEET NO:
C501

ABLE G. RODRIGUEZ AND WIFE,
MICHELLE RODRIGUEZ
D 6. 2699. PG. 56-57
)LOT NO. I. "COASTAL VILLAGE. SECTION N-A'
MAP BOOK 26. MAP ISO. SLIDE E-ITS)
0
N 4/°3435' E 79.96'
EXISTING CONCRETE MONUMENT
NORTHING: 296194.574 U,S, SURVEY FT.
EASTING: 2468857.467 U.S. SURVEY FT.
ELEV.: 60.14 (NAVO88)
1„ CONNECT TO EXISTING
a 6' PVC WATER MAIN
m r/ III TAPPING SADDLE
a H 2' GATE VALVE
d (BY ONWASA)
Op_-
m CONTRACTOR TO COORDINATE
2' SDR9 DIRECTIONAL BORE-�
c0 UNDER EXISTING VILLAGE DRIVE
v (BY ONWASA) '"-
01 E
DOUBLE CURB INLET I 1
R, 56 P) I
i
(-APPROXIMATE LOCATION OF CONNECT TOEXISTING
VILLAGE DRIVE
G.-
EXISTING 6' PVC WATER 6' PVC WATER MAIN
Im
AS INDICATED BY ONWASA •/ 6'aY TAPPING SADDLE
{E}�ItiTING 60' PRIVATE R�1M1}
(EXISTING '
•
8 2 GATE VALVE
- - _ (BY ONWASA)
_ ___ _ - -
; Ij MEDIF�.I� ISL AND/ SiGNAGE
I CORS NLET
FR: 56.95
CONTRACTOR TO COORDINATE
2' SDR9 DIRECTIONAL BORE
UNDERGROUND ELECT„Ica-
'' ���
I INV.: 54,45 (24'CMP1
SERVICE TO SIGN IN MEDIAR��.--
�I
UNDER EXISTING VILLAGE DRIVE
(BY ONVASA)
2' GV
(BY ONWASA)
a-\�
Y X 2' TEE
- --=__
-
-
(BY ONWASA)�
2° 900 BEND
^�T
1-1/2' DOMESTIC I-i/2' DOMESTIC IRRIGATION WATER
WATER METER WATER METERg2'0P"A- ) METER (BY OTHERS)
- - - - - - - - - - - - - - - -TC
I-I/2 RRIGATION
BUILDING 1 - - - - 1-1020 R BUILDING E fl uT; I 1 SYSTEM Z TO RPZ TO I BY OTHERS) ` \
-----------------------.----"--.--1--__---------- -------------------- -------------------------- - 4/^ ---- 1 9Pc�/ I{.+
t
j - - - - METER ASSEMBLY
p- - (SEE DETAIL C8.5) O
J �N. I - I
i
I � 7r'i^3'ii Ali• c C�'• �' bn�'. ``•r N� .6�d �� �G � �I
I � N ( k 'xP S �,� - l� � } ,. �}Y'• , }��,,+��.r.. ;>� � xn , � � � r� ) i
DANNY MARCO ?AQ6ETT AND WIFE. DANNY MARCO PADGE-- AND WiF E. ) I > �T :, �,, „- > g� ��`'ri� + +b k �`1�. • � k V t � ��'Yy�,f'
GLENDA M. PADGETT TO I GLENDA M. PACG="T TO
ELIZABETH A. GILUGAN I ELIZASETH A. GILLIGAN
7172 SO.FT. ' 6147 SOFT.
D.B. 2357, PG. 625-628 Da 2357, PG 825-628 w I 0
(PORTION OF LOT NO. 1, 'COASTAL VILLAGE. SECTION:' (PORTION OF LOT NO. 1. "COASTAL �I-LAGE. SECTION I" � 2' 45° BEND 2' 45° BEND AI al
MAP BOOK 27, MAP 5, SLIDE E-293) MAP BOOK 27, MAP 5, SLIDE E-293) 2.0°.PVC - SDR-2I m
24 450 BEND 'O
1 I m� ( ' 450 BEND I �'•
I i -I BUILDING TIE-IN auY WIl m
** NOTE:
LOCATION
APPROXIMATE I OCA^ON OF
1. CONTRACTOR TO VERIFY SIZE, LOCATION Ok i WATER SFRV'CE TG�,
DEPTH OF EXISTING SEWER SERVICE PRIOR i GI'.LIGAN PROPERTY H I # ,v("F �' it
TO NEW PUMP STATION INSTALLATION.
P-
- `
ADJUST CLEANOUT AND PUMP STATION '
INVERT ELEVATIONS AS NECESSARY TO a . a v`c� ' 4' CO 48 PROPOSED 2' 450 BEND I
MAKE CONNECTION.
S 111 60.63 TACO BELL
ELECTRIC TRANSFORMER ' a z "V .rw+✓•,'n �' INV- OUT:5720 (SW) RESTAURANT
' (BY JONES-ONSLOW ELECTRIC)
N 41032'02" E 1r30.00' i I CONNECT TO EXISTING
C X� ---- 4' PVC • 2X MAIN- 4■ CO 07 °
- - - -� - FORCEMAIN WITH 2' 45 BEND
** 4■ CO !33 FR: 60.43 b.
CONTRACTOR TO VERIFY
FR: 6025 1 INV. IN: 56.80 (SE) LOCATION B: DEPTH
INV, IN: 56.15 (E) INV. OUT: 56.80 (SW}
I v I I
YiC
1 1 I 1 I
I 1
D�� ` --- -. - .-
DUPLEX GRI
nzI LIBERTY PUMPS SGX- OQ SERIES PUMPS �, •. ** 9
4 l /
ml 1 n
r/ MIN 36' DIAMETER FIBERGLASS BASIN 6 \ FR 60.22 40 CO 034 m
I� ' NEMA 41 DUPLEX CONTROL PANEL WITH AUDIO ` INV. IN: 55.90 (NE) ! _ yi >3"" `- 1000 GALLON GREASE YpR; 60.60
r & VISUAL HIGH WATER ALARMS. \ INV. OUT: 55.90 (W) 700 (S)
�I PEAK FLOW 4 GPM • 100 TOM i J4 L,W w^r.(u`''� �" �'' INV OUT 5700 IN
INSTALL PER MANUFACTURER RECOMMENDATIONS 0,C " • • \ I I I • Q I $ROOF DRAIN UNDER`I+"�- _ .,,., ` '" '" ; 3
AND SPECIFICATIONS. SMALL COMPLY WITH NCDENR
DWO RULES AND REGULATIONS.
3' \ FR: 60.94
INV. IN: 57.45 (E)
C 40 CO /35 INV. IN: 56.50 (N)
FR: 58.78 INV. OUT: 56.50 (SW)
INV. OUT: 57.50 (N}
I 1
1 I 1
-------------------------------------------------o
0' DRAINAGE & UTILITY ESPPT
-- i -- -- -- -- -- 2'51-W39a.9.3 -- -OHP - -OPIP -- OPP -- OHP- OHS ORF
341-3�
7PROPERTY
q
BOUNDARY
(TYP)
WATER LEGEND
DESCRIPTION
EXISTING
PROPOSED
SINGLE SERVICE LATERAL
- - - - - - - - - -
- - - - - - - - - -
VALVE AND BOX
®
Q
REDUCER
C7
BACKFLOW PREVENTOR
CROSS
(
I I
TEE
j
900 BEND - HORIZONTAL
I
i
45° BEND - HORIZONTAL
22-r BEND - HORIZONTAL
I
Ill BEND - HORIZONTAL
BEND - VERTICAL
CAP
SEWER LEGEND
DESCRIPTION
EXISTING
PROPOSED
SINGLE SERVICE LATERAL
MANHOLE
^
•
CLEANOUT
G
S+
FORCEMAIN
-----IJ FM--
-----N)'FM
VALVE AND BOX
TEE
900 BEND - HORIZONTAL
i
45° BEND - HORIZONTAL
22-A° BEND - HORIZONTAL
I1-A0 BEND - HORIZONTAL
!
I
BEND - VERTICAL
I I
PLUG
OCTAGON OF NORTH CART INC.
12 ACRES
D.B. 1390. PG. 40
ABBREVIATIONS
HOPE
HIGH DENSITY POLYETHELENE
LF
LINEAR FEET
SF
SQUARE FEET
BOT
BOTTOM
MAX
MAXIMUM
SS
SANITARY SEWER
FH
FIRE HYDRANT
MIN
MINIMUM
TYP
TYPICAL
W
WATER
MH
MANHOLE
W/
WITH
WV
WATER VALVE
PVC
POLYVINYL CHLORIDE
R/W
RIGHT-OF-WAY
NOTES:
1, ALL WATER SHALL BE IN STRICT ACCORDANCE WITH THE SPECIFICATIONS OF ONWASA AND THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
2. ALL SEWER SHALL BE IN STRICT ACCORDANCE WITH THE SPECIFICATIONS OF PLURIS AND THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
3. SEE SEWER DEMOLITION NOTES, SHEET CLL
4. WATER SERVICE SHALL BE PVC OR BRASS AS REQUIRED BY ONWASA.
S. SEWER SERVICE PIPING SHALL BE PVC SCH. 40. SEWER FORCEMAIN SHALL BE SDR-21 PVC. ALL
MAIN PIPING SHALL BE MARKED WITH DETECTION TAPE AS PROVIDED IN THE SPECIFICATIONS.
6. LOCATIONS OF EXISTING UTILITIES AND MAIN LINES WERE TAKEN FROM SURVEY PREPARED BY
OTHERS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES PRIOR TO
CONSTRUCTION. DAMAGE TO EXISTING UTILITIES WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR. -
T. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE ENGINEER RECORD DRAWINGS OF
THE WATER AND SEWER SERVICES AND MAINS AND ANY DEVIATIONS FROM THE PLANS. THE
RECORD DRAWINGS SHALL INDICATE AT LEAST 2 DIMENSIONS TO PER LOCATION TO PERMANENT
FIXTURES IN CLOSE PROXIMITY FROM POINTS ALONG THE MAIN AND ANY BENDS OR
UNDERGROUND FITTINGS.
S. CONTRACTOR RESPONSIBLE FOR PROVIDING ALL FITTINGS NECESSARY TO MAKE SERVICE
CONNECTIONS TO BUILDING.
-APPROXIMATE LOCATION OF
EXISTING 'V PVC WATER
AS INDICATED ON SITE
BY ONWASA
CURB INLET
FR.: 57.10
INV.: 53,88 (24"CMP)
INV.;
O
cu
I -a
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Qi
z(D
ao
0
x0
� z
E•+ �
X
174 `V1 0 W
(-EXISTING 2' FORCEMAIN
N CONTRACTOR TO VERIFY
DEPTH
EXISTING Ill
NORTHING: 296386.3?4 U-S, SURVEY FT.
EAS T ING+ 2469224,085 U.S. SURVEY FT.
El 57.00 (NAV088)
N
' ZE
UNIDENTIFIED BURIED
CABLE(REEEEEECENTLY
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 ft_
1
I
1
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Call Before You Dig
"Ifs The Law"
1-900-632-4949
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THOMAS
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ENGINEERING
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9 •' No. F-0671 +
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...
., 'A d
�4 Tf OF A. .#Y
CONTRACT DATE: XX.)0l
BUILDING TYPE: T-50
PLAN VERSION: July 2011
SITE NUMBER: 309062
STORE NUMBER: XXXXX
TACO BELL
VILLAGE DRIVE
SNEADS FERRY, NC 28460
SHEET TITLE:
WATER B SEWER
PLAN
JOB NO: J-23988
DATE:
07/19/12
DRAWN BY:
BDR
DESIGNED:
BDR
REVIEWED:
JDR
APPROVED:JDR
SCALE:
1" = 20'
SHEET NO:
C6*1

1.5' EQUAL Iv
MIN. MIN.
TOP OF SLOPE
i
DRAINAGE PIPE
i
N
RIP RAP
END VIEW
12- (TYP)
FINISHED GRADE
TUCK UNDER SOIL
12" MIN. TYPICAL
ONE LAYER OF FILTER FABRIC
SHALL BE PLACED PRIOR TO
PLACEMENT OF RIPRAP. MIRIFI
140N
DESIGN CRITERIA:
RIP RAP TO TOP
OF SLOPE
.//
DRAINAGE PIPE
APRON LENGTH (Lo)
NUMBER
RIP RAP
TYPE
RIP RAP
MIN SIZE (IN)
RIP RAP
DEPTH (INj
UPSTREAM
APRON WIDTH (FT)
DOWNSTREAM
APRON WIDTH (FT)
APRON
ENGTH La (FT)
1
A
1 3
12
5
8
2
A
1 3
1 NIB
1 5
5
1 10
RIP RAP OUTLET
STABILIZATION STRUCTURE
NOT TO SCALE
EDGE OF RIGHT OF WAY
METAL POST
WIRE MESH REINFORCEMENT (AS REO'D)
FILTER FABRIC
FABRIC ANCHORAGE
BACK FILL IN 6"x 6" \\��
TRENCH W/ TAMPED FILL\
NATURAL SOIL \\ \\\\\
Of
EXIS NG GROUND
CROSS SECTION
e' MAX. _
6' MAX. W/O WIRE BACKING
U \- EXISTING GROUND Li
ELEVATION
NOTES:
FILTER CLOTH FOR SILT FENCE SHALL BE A TREVI2A TYPE II PRODUCT,
CATALOG NO. 1120 AS MANUFACTURED BY THE HOECHST CELANESE
CORP.
WOVEN WIRE FENCE SHALL BE REQUIRED AS A BACKING FOR FILTER
FABRIC WITH AN ELONGATION AS DETERMINED BY ASTM D 1682. OF
50% OR GREATER. THE WIRE FENCE SHALL BE A MINIMUM OF 32
INCHES IN WIDTH AND SHALL HAVE A MINIAUM OF 6 LINE WIRES
WITH 12 INCH STAY SPACING. (WIRE BACKING MAY BE OMITTED
IF STAKES ARE MAXIMUM OF 6' APART.)
ONLY STEEL POST MAY BE USED. STEEL POST SHALL BE A MINIMUM
OF 5 FEET LONG, WEIGH A MINIMUM OF L3 POUNDS/FOOT, AND HAVE
PROJECTIONS FOR FASTENING THE WIRE OR THE FABRIC TO THE POST.
STEEL POST SHALL ALSO HAVE A METAL PLATE SECURELY ATTACHED
SUCH THAT WHEN THE POST IS DRIVEN TO THE PROPER DEPTH. THE
PLATE WILL BE BELOW GROUND LEVEL FOR ADDITIONAL STABILITY.
POSTS SHALL BE INSTALLED TO A DEPTH DIRECTED BY THE ENGINEER,
WITH I TO 2 INCHES OF THE POST PROTRUDING ABOVE THE TOP OF THE
WIRE FENCE OR FABRIC BEING IDEAL, BUT IN ANY CASE, NO MORE THAN
3 FEET OF THE POST SHALL PROTRUDE ABOVE THE GROUND.
TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
TAAAP SOIL OVER MAT W 41F -IF
A / ifj
A
If of
M A If 412. \
If
A if If A/
MIN. 4"'' A
OVERLAPf A \
� Ifif If
// LI If /Gib
ISOMETRIC VIEW
NOTES:
1. SLOPE SURFACE SHALL BE FREE OF ROCKS
CLODS, STICKS AND GRASS- MATS I BLANKETS
SHALL HAVE GOOD SOIL CONTACT.
2. APPLY PERMANENT SEEDING BEFORE PLACING
BLANKETS.
3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE
TO MAINTAIN DIRECT CONTACT WITH THE SOIL
DO NOT STRETCH.
4. BLANKETS SHALL BE BIODEGRADABLEEROSION CONTROL
MATTINGIBLANKET.
5. ALL SLOPES 6:1 OR GREATER AND ALLINALES SHALL BE
STABILIZED WITH MATTING/BLANKET.
6. CONTRACTOR RESPONSIBLE FOR MAINTENANCE, REPAIR
ANDIOR REPLACEMENT AS REQUIRED'HROUGHOUT
CONSTRUCTION.
EROSION CONTROL MATTING
NOT TO SCALE
U
i
N
1. STONE SIZE ASTM D448 SIZE NO. I. 1.15" - 3.5" DIA.
2. PAD THICKNESS 6"MIN.
3. MIN SIZE 12'x5O'
4. IF NECESSARY, INCLUDE WASHING.
5. MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE.
6. MAINTAIN IN A CONDITION WHICH WILL PREVENT TRACKING
OR FLOW OF MUD ONTO ROADS.
TEMPORARY CULVERT IF
REQUIRED FOR DRAINAGE
TEMPORARY CONSTRUCTION EXIT TCE
NOT TO SCALE
erg w+ouvn crne,r
PLAN VIEW
I - I2" OF
36"1 � 12- WASHED STONE
MIN. OR NCOOT f5 STONE
v
N
ONE LAYER OF FILTER FABRIC --�
SHALL BE PLACED PRIOR TO
PLACEMENT OF RIPRAP, MIRIFI SEDIMENT STORAGE
140N OR EQUAL
m
SECTION
NOTE: AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED,
REMOVE ALL BAFFLE MATERIALS, AND UNSTABLE SEDIMENT DEPOSITS, BRING
THE AREA TO GRADE, AND STABILIZE IT.
ROCK PIPE INLET PROTECTION
NOT TO SCALE
FERTILIZER REQUIREMENTS
N
TYPE OF
YEAR
ANALYSIS OR
RATE
TOP DRESSING
SPECIES
EQUIVALENT
N-P-K
RATE
1. COOL SEASON
FIRST
6-12-12
15001bs./ac-
50-100 Ibs./ac. * I a 2
GRASSES
SECOND
6-12-I2
10001be-/acMAINTENANCE
-
10-10 10
400 c..
2. COOL SEASON
FIRST
6-12-12
1500lbs./ac.
50-100 Ibs./oc. * I
AND
SECOND
0-10-10
IOOOIbs./cc.
-
Eggaajj
LEGUMES
MAINTENANCE
0-10-10
4001bs./ac.
-
3. GROUND COVERS
FIRST
10-10-10
1300lbs./ac. * 3
-
SECOND
10-10-10
13001bs./oc. * 3
-
MAINTENANCE
10-10-10
IIOO lbs. ac.
-
4. PINE SEEDLINGS
FIRST
20-10-5
ONE 21-GRAM
-
PELLET PER
SEEDLING PLACED
IN THE CLOSING
HOLE
5. SHRUB
FIRST
0-10-10
7001bs./ac.
-
LESPEDEZA
MAINTENANCE
0-10-10
700lbs./ac.
6.
FIRST
10-10-10
500lbs./ac.
30 Ibs./ac. * 5
CCTpEEMPppORA��R��ONYppgg
9F6 DCALE
7. WARM SEASON
FIRST
6-12-12
1500lbs./ac.
50-100 Ibs./ac. * 2 & 6
GRASSES
SECOND
6-12-1
SOOIbs./oc.
50-100lbs./ac.
MAINTENANCE
10-10-10
400 Ibs./ac.
30 Ibs./ac. * 2
B. WARM
FIRST
6-12-12
1500lbs./ac.
50-100 Ibs./ac. * 6
EESggEASON
EE6USMES AND
MAINTENANCE
0 10-10
400 Ibs./ac..
* I APPLYINSPRING FOLLOWING SEEDING.
* 2APPLYI7V SPLITAPPLICATIONS WHEN HIGH RATES ARE USED.
* 3APPLYIN 3 SPLPTAPPLICATIONS.
* 4 APPLY WHEN PLANTSARE PRUNED.
* 5APPLY TO GRASS SPECIES ONLY.
* 6APPLYWHEN PLANTS GROW TO HEIGHT OF 2 TO 4INCHES.
NOTE: SPREAD AGRICULTURAL LIMESTONE EVENLY OVER ALL SEEDED AREASATA RATE OF
OF 1.5 TONS/ACRE,
SEEDING
RATES FOR TEMPORARY e( PERMANENT
COVER
MONTH
TEMPORARY
RATE PER ACRE
PERMANENT
RATE PER ACRE
SEEDED ADDED
COVER
COVER
ALONE TO Wig
ALONE TO
LESPEDEZA, ANNUAL
40 Ibs.
* BAHIA. PENSACOLA
60 Ibs. 30 Ib s.
.WNUhRY
+
.5 bu
BERMUDA. UNHUUED
10 Ibs. 6 Ibs.
*RYE GRASS, ANNUAL
40 Ibs. -
CENTIPEDE, SOD
• WHEAT
3 bu. .5 bm
USPEOEZA. SERICEA /
75 Ibs.
LESPEDEaIA ANNUAL
40 Ibs. 10 I
+ BA1+A PENSACOLA
60 Ibs. 30 Ibs.
:RYE
3 �. .5
CENTIPEDE, SOD
LESPEDEZA. SEDICEA ]
75 Ibs. _
FEBRUARY
RYE GRASS. ANNUAL
40 ft. -
* LESpEDEZA, SEDKXA 2
75 Ibs.
+ LESPEDEZA, ANNUAL
40 ft. 10 lbs
BAHIA, PENSACOLA
60 Ibs. 30 Ibs.
MARCH
* RYE GRASS, ANNUAL
40 lbs..
BERMUDA UNHULLED
10 Ibs. 6 Ibs.
* SUDAN GRASS
60 Ira. -
+ LFSPEDEZA, SEOICEA 1
75 Ibs. _
LESPEDEZA, 5(910EA 2
75 lb, -
BAHIA. PENSACOLA
50 Ibs. 30 Ib&
MILLET, BROWN TOP
40 Ibs. 10 Ibg.
BERMUDA,
�USNHHDULLED
10 Ibs. 6 Ibs.
APRIL
* MILLET. PEARL
50 Ibs. -
ERM
* �P® �q ]
75 Iba _
SUDAN CRASS
60 Ibs. -
LESPEDE7A SEDICEA 2
75 Ibs.
BAHA. PENSACOLA
60 Ibs. 30 Ibs.
MILLET. BROWN TOP
40 11M 10 Ibm
aewuDII UNHULIED
10 Ibs. 6 Ibs.
MAY
MILLET, PE49L
50 ft -
SOD
1
* L SIDICEA
75 Imo. _
SUDAN GRASS
60 Ira -
LESPM=k SEDICEA 2
75 Imo. -
BAHIA. PENSACOLA
60 Ibs. 30 Ibs.
MILLET. BROWN TOP
40 Ibs. 10 It,,•
BERLIUDA, UNHULLED
1
10 Ibs. 6 Ibs.
JUNE
MILET, PEARL
50 Ibs. _
* LOPEOEZA, SEDICEA
2
75 Ibs. _
SUDAN GRASS
60 Ibs.
" LESPEDEZA, SEDICEA
75 Ibs. -
* MILLET, BROWN TOP
40 lba 101
: BAHIA, PENSACOLA
60 Ibs. 30 1;a
JULY
MILLET, PEARL
50 Ibs -
+ LESPEDEZA, SEDICEA 1
75 Ibs. _
SUDAN GRASS
60 Ibs. -
AUGUST
r MILLL7. PEARL
50 U
� �SACOIA
60 Ibs. 30 PoS.
RYE
. -
LESPEDEZA, SEMCEA 1
75 Ibs.
SEPIEMBER
.5
*LESpEDEZA.
.
+ OABAR�tE'!
4 bu. b
SEDICEA 1
75 Ibs.
+ RYE
3 bu. .5 bu
RYE GRASS. ANNUAL
40 Ibs. -
* WHEAT
3 bu. .5 bu
BARLEY
3 bu. .5 blL
BAHIA. PENSACOLA
60 Ibs. 30 Ibs.
OCTOBER
OATS
4 bu. 1 bu.
LESPEDEZA, SEDICEA 1
75 Ibs. _
RYE
3 b .5 bu
RYE GRASS, ANNUAL
40 ft.
WHEAT
3 b .5 bu
BARLEY
3 bu. .5 bu.
+ BAHIA, PENSACOLA
60 Ibs. 30 Poe.
NOVEMBER
OATS
4 bu. 1 bu.
BERMUDA. UNHULLED
10 Ibs. 6 Ibs.
RYE
3 bu. .5 bu
CENTIPEDE, SOD
1
- -
RYE GRASS. ANNUAL
40 U. -
LESPEDEZA, SEDICEA
75 Ibs. _
WHEAT
3 b 5 bu
BARLEY
3 bu. .5 bu.
+ BAHK PENSACOLA
60 Ibs. 30 lbs.
DECEMBER
OATS
4 b 1 bu.
BERMUDA. UNHULLED
10 Ibs. 6 Ibs.
RYE
3 b .5 bu
CENTIPEDE, SOD
1
RYE GRASS. ANNUAL
40 Ire. _
LESPEDEZA, SEDICEA
75 Ibs. _
WHEAT
3 bu. .5
NOTES
ALL PERMANENT GRASS PLANTINGS SHALL BEMULCHEDAND CRIMPED INPLACE OR PROTECTED WITHEROSION
MATTING TO ENSTJREPROPF-R STABLLIZA77ON. (SLOPES 6:I OR GREATER MUST BE PROTECTED WITH EROSION
MATTING)
* Ill TES MARGINAL (BUT PERMISSIBLE) PLA.NTTNG DATE
L UNSCARIFIED
3. SCARIFIED
3. CENTIPEDE SOD CANBE L'SEDAS PERMANENTCOVER A_N17IMEEXCEPTJUNE THRUOCTOBER
North Carolina
T
One Call Center
Call Before You Dig
"It's The Law"
1-800-632-4949
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' THOMAS '
& HUTTON
i ENGINEERING
CO.
1?,. No. F-0871 ;/4Z�.
-4 Of
CONTRACT DATE: XX.XX.XX
BUILDING TYPE: T-50
PLAN VERSION: July 2011
SITE NUMBER: 309062
STORE NUMBER: XXXXX
TACO BELL
VILLAGE DRIVE
SNEADS FERRY, NC 28460
Eli
SHEET TITLE:
CIVIL SITE
DETAILS
JOB NO: J-23988
DATE:
07/19/12
DRAWN BY:
BDR
DESIGNED:
BDR
REVIEWED:
JDR
APPROVED:JDR
SCALE:
1" = 1'
SHEET NO:
C8*1

0
STORMWATER WETLAND PLANT RECOMMENDATIONS:
R
SHALLOW WATER SHALLOW LAND
g Botanical Name Common Name Botanical Name
Common Name
Bd
Herbaceous Plants
Herbaceous Plants
=
CLASS 2 OR 3 BACKFILL
61�,Pll
Acores subcardotum Sweetflog
Asclepius incarnate
Swamp Milkweed
TO BE PLACED IN LAYERS _I4
8" MAX. COMPACTED DEPTH3
Bd SHALL NOT BE GREATER
YQUIII
Alisma subcordatum Water plantain
Corex tenero
sedge
9
COMPACTED TO A DENSITY
THAN Bc PLUS 2' FOR
°
REQUIRED BY SPECIFICATIONS II
I=� PIPES UP TO AND INCLUDING
Hydroleo quodrivolvis Waterpod
Chelone glabro
White Turtlehead
_
F i 30" AND 3' FOR PIPES
Iris virginica Blue flog iris
Eupotoriode/phus dubius
Dwarf Joe Pye Weed
-I
GREATER THAN 30" TO
�
PIPE ZONE
N PERMIT SATISFACTORY
a
✓uncus effusus var. pylaei or solutus Soft rush
Eupatoriodelphus fistulosis
Joe Pye Weed
—
JOINTING AND TAMPING
I
III
I OF BEDDING MATERIAL
LudWigia spp. Primrose WINNOW
Eupotoriode/phus maculates
Spotted trumpetweed
_ (
UNDER B AROUND PIPES.
w
Peltandro virginica Arrow arum
Hibiscus coccineus
Scarlet rose mallow
(— PARENT MATERIAL COMPACTED
Pontederio cordata Pickerelweed
Hibiscus laevis
Halberdleof rose mallow
— I
I)
_ TO MAX. DRY DENSITY USING
STANNDD ARD PROCTOR COMPACTION
Sagittario /afifolia Duck potato
Koste/etzkya virginica
Seashore Mallow
I
I
(I I TEST.
I
M
Sagittario /oncifolia Bulltongue
Lobelia cordinalis
Cardinal flower
�) I
Soururus cernuus Lizard's tail
Lobelia elongato
Longleaf lobelia
-I I J I I -III-) I I I
j (-
Schoenoplectus tabernoemontani Soft stem bulrush
Lobelia siphilitica
Great blue Lobelia
ALL STORM PIPE SHALL BE REINFORCED CONCRETE PIPE
(RCP). CONFORMING
Schoenoplectus americonus Three -square bulrush
Rhynchospora colorato
Starrush whitetop
TO ASTM C-76 CLASS III, UNLESS OTHERWISE NOTED.
STORM LINE BEDDING
DETAIL
Schoenoplectus pungens var. pungens
Soccharum ba/dwinii
Narrow plumegross
Scirpus cyperinus Woolgross
Shrubs
NOT TO SCALE
Zizoniopsis miliacea Giant Cutgross
Aronio arbutifolia
Red Chokeberry
Cepha/onthus occidentalis
Common Buttonbush
_ NEW PAVEMENT
Clethro alnifolio
Sweet pepperbush
Corns omomum
Silky dogwood
Cyrillo racemiflora
TiTi
Gordonia lasianthus
Loblolly Bay
... .
Hypericum densiflorum
Bushy St. Johnswort
- -
-
Ilex deciduos
Possumhaw
SELECT FILL COMPACTED
Ilex glabro
Inkberry
TO 95% MAX. DENSITY USING
w d
THE STANDARD PROCTOR
ltea virginica
Virginia Sweetspire
COMPACTION TEST.
Rosa polustris
Swamp Rose
' Bc
-I I
I-
Vaccinium crossifolium
Creeping Blueberry
=I
Viburnum nudism vor. nudum
POSSUmhow
-11
I I
Bd SHALL NOTtt
GREATER
2'
� THAN Bc PLUS 2' FOR
I I
12" MIN. PIPES UP TO AND INCLUDING
( WHERE 30" AND 3' FOR PIPES
PIPE ZONE
I I APPLICABLE GREATER THAN 30" TO
PERMIT SATISFACTORY
I I
I-1 JOINTING AND TAMPING
IIF OF BEDDING MATERIAL
IIII_
UNDER e. AROUND PIPES.
—I I
PARENT MATERIAL COMPACTED
TO 95% MAX. DRY DENSITY USING
I
( STANDARD PROCTOR COMPACTION
I)
II TEST.
NOTES:
I. WET POND TO BE USED AS SKIMMER SEDIMENT BASIN DURING
CONSTRUCTION AND STABILIZED WITH TEMPORARY SEEDING.
2. UPON STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA,
CONTRACTOR SHALL CONVERT TEMPORARY SEDIMENT BASIN TO WET
NOTE:
DETENTION POND. ALL SEDIMENT SHALL BE REMOVED AND POND SHALL
ALL JOINTS SHALL BE WRAPPED WITH FILTER
FABRIC
BE REGRADED AS NECESSARY TO ACHIEVE ORIGINAL DESIGN ELEVATION
AND PERMANENTLY VEGETATED AS INDICATED BELOW.
STORM LINE BEDDING /�► /� EDDING DETAIL FOR 1- OR PAVED AREAS
3. SEE GRADING PLAN FOR ELEVATIONS.
4. POND SLOPE SHALL BE SODDED OR SEEDED WITH CENTIPEDE GRASS MIX
NOT TO SCALE
AND COVERED WITH EXCELSIOR MATTING.
5. A TEMPORARY PUMP SHALL BE USED TO DRAIN PONDS FOR MAINTENANCE
OR IN CASE OF EMERGENCY.
6. FOREBAY WALL DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR SHALL PROVIDE PROPOSED WALL DESIGN DRAWINGS
SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER.
7. WET DETENTION BASINS SHALL INCORPORATE MINIMUM OF THREE (3)
DIVERSE SPECIES OF SHALLOW WATER EMERGENT AND SHALLOW LAND
HERBACEOUS VEGETATION (EACH) ON THE VEGETATED SHELF. A
MINIMUM OF 50 PLANTS PER 200 SF OF SHELF AREA SHALL BE
PLANTED. PLANTS SHALL BE SELECTED FROM CHAPTER 9 OF THE
NCDENR BMP MANUAL. ON THE TOPS OF BERMS AND ON THE EXTERIOR
SLOPES OF CONTAINMENT BERMS, MAINTAIN TURF GRASS IN ACCESS
AREAS.
NOTES:
I. CONTRACTOR TO INSTALL FLOATING SKIMMER FOR DE -WATERING
DURING CONSTRUCTION. (SEE SKIMMER DETAILS),
2. CONTRACTOR TO REMOVE SKIMMER UPON STABILIZATION OF THE
CONTRIBUTING DRAINAGE AREA. REMOVE SEDIMENT TO ACHIEVE DESIGN
ELEVATIONS AND INSTALL PERMANENT PVC ORFICE AS SHOWN.
CONTRACTOR RESPONSIBLE FOR PROVIDING ALL FITTINGS.
TOP OF BANK
(.,._5 MIN. TOP OF
10' VEGETATED WALLL:: 57.00 57.00
SHELF (NOTE 04) 10' WIDE WEIR: 56,00
-III— SEE PLAN FOR LOCATION
—III_ 5' (SEE NOTES)
II -III. 3
-II! II
TEMPORARY POOL
ELEVATION
PERMANENT POOL
Pond Elevations
Temporary Pool Elevation
57.00
Permanent Pool Elevation
56.00
Top of Vegetative Shelf
56.50
Bottom of Vegetative Shelf
55.50
Bottom of Pond
50.00
Sediment Cleanout Elevation
51.00
SHWT Elevation
56.00
CONTROL STRUCTURE
TOP ELEVATION: 58.50
BAFFLE WALLS (2) 30" MAX.
TOP ELEVATION: 57.00
SEE PLAN FOR LOCATION
ELEVATION CONTRACTOR TO EXCAVATE /-L)
VEGETATED SHELF AS
NECESSARY TO PROVIDE 12"-18"
CLEARANCE AROUND ALL SIDES -
OF ORIFICE OPENING =
BASIN DEPTH =
SEDIMENT
z STORAGE _
PERMANENT WET
DETENTION DETAIL
NOT TO SCALE
ARM ASSEMBLY
TOP OF BANK
I
NEW i I
i PERSPECTIVE VIEW
PVC VENT PIPE -
PVC ELBOW
I
WATER SURFACE
PVC END CAP
PVC TEE PVC PIPE SCHEDULE 40—
I/2" HOLES IN PVC PIPE
UNDERSIDE
FLEXIBLE HOSE
CONNECTED TO PVC
ORFICE OF OUTLET
TO BE DETERMINED
BY PRECAST
MANUFACTURER
6" MIN.
N�
PLATE
PVC TEE
SURFACE
TOP VIEW
t �
I '
2" STEEL GRATING HDA.
( (//
J
1N
Nr3;r1
_ . _.... _ JIDE GRATING
FRAMING AND TAMPER
RESISTANT CLIPS
PVC CLEANOUT
'POOL c
4" PVC CAP
W/ HOLE DRLLED
(SEE CHART FOR SIZE)
NOTE:
THE PRECAST MANUFACTURER IS TO PREPARE AND
SUBMIT TO THE ENGINEER DESIGN DETAILS AND
CALCULATIONS FOR THE STRUCTURES SHOWN BASED ON
THE DESIGN CRITERIA SPECIFIED. THE DESIGN SHALL BE
PERFORMED UNDER THE DIRECT SUPERVISION AND
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN
THE STATE OF NORTH OR SOUTH CAROLINA EXPERIENCED
IN THE DESIGN OF PRECAST CONCRETE. THE DESIGN
SHALL INCLUDE PROVISIONS FOR HANDLING STRESSES
AND CONSTRUCTION LOADS. REPRODUCED COPIES OF
ASTM C789 'STANDARD SPECFICATIONS FOR PRECAST
REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS,
STORM DRAINS. AND SEWERS' WILL NOT BE ACCEPTED AS
A SUBSTITUTE FOR DESIGN.
Outlet Stricture Dimensions
Permanent Pool Elev.
56.00
Temporary Pool Elevation
57.00
Orifice Hole Size
1.0"
Grate Top
58.50
Pipe Invert / Size
56.00 / 18"
Bottom Elevation
55.00
NOTE CONTRACTOR TO NSTALL FLOATING
SKNI ER FOR DE-WppA��T,,E�RNIB DUUW CONSTRUCTKN
NCROER O� REMOVEE SKRIMER UPON STABL ZATRN OF
RRYCODRAINAGE AREA AEBERMANENT
�A8 SHOWN. �
FOR PROVIDING ALL FITTINGS.
4" PVC STUBBED INTO BOX
4" PVC TEE
48"
I?
6" MTLWj
J
V
N
N
E � J-J
U
u
Ks '
OUTLET STRUCTURE DETAIL
NOT TO SCALE
END VIEW FRONT VIEW
NOTES:
1. CONTRACTOR TO REMOVE SKIMMER UPON STABILIZATION OF THE CONTRIBUTING DRAINAGE
AREA AND INSTALL PERMANENT PVC ORFICE PER OUTLET STRUCTURE DETAILS.
DESIGN CRITERIA:
POND
NUMBER
I SKIMMER 1
SIZE (IN)
RADRUS pN)
OIAF(IN)
V(CFME*
1
I 2.5
0.9
L8
10.165
*SKIMMER SIZE IS BASED ON THE VOLUME OF THE NEXT HIGHEST WEIR
ELEVATION ABOVE NORMAL POOL WHICH IS GREATER THAN THE REQUIRED
SEDIMENT BASIN VOLUME.
SKIMMER DETAIL (BY J.W. FAIRCLOTH B SON, INC.)
NOT TO SCALE
PROTECT WEIR WITH FILTER
FABRIC AND RIP -RAP —
EXISTING GRADE
2' MIN.
ri
FILTER FABRIC
FILTER FABRIC
EXTEND STONE APRON
5' BEYOND TOE OF SLOPE
WEIR ELEV
2° STEEL GRATING H.D.G.
FRAME HasE
WET DETENTION
BASIN
3 3, OR
FLATTER
L
V kIRIES
(SEE CHART)
WEIR
ELEVATION
TOP OF
BANK
°L"
tFT)
57.00
158.50
15
EMERGENCY OVERFLOW - RIP RAP
NOT TO SCALE
OUTLET PIPE
'° C;EIVE
UG 0 6 2012
Y.
North Carolina
(9
One Call Center
Call Before You Dig
"It's The Law"
1-800-632-4949
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THOMAS
B HUTTON
i ENGINEERING E
n: CO. Ra
No. F-0871
OF AM
CONTRACT DATE: XX.XX.XX
BUILDING TYPE: T-50
PLAN VERSION: July 2011
SITE NUMBER: 309062
STORE NUMBER: XXXXX
TACO BELL
VILLAGE DRIVE
SNEADS FERRY. NO 28460
SHEET TITLE:
CIVIL SITE
DETAILS
JOB NO: J-23988
DATE:
07/19/12
DRAWN BY:
BDR
DESIGNED:
BDR
REVIEWED:
JDR
APPROVED:JDR
SCALE:
1" = 1'
SHEET NO: C892

SIDEWALKS TO BE
MINIMUM 4 INCHES THICK
3000 PSI CONCRETE
BROOM FINISH
PREMOLDED STRIP. FLUSH
W/ SURFACE
FINISH GRADE
NOTES: —I
I. ALL SIDEWALK GRADES
SHALL BE ADA ACCESSIBLE. 30
2. PROVIDE EXPANSION
JOINTS WHERE SIDEWALK
ABUTS STRUCTURES OR
OTHER SIDEWALKS.
3. ALL SIDEWALKS SHALL BE
BROOM FINISHED. SEE
TECHNICAL SPECIFICATIONS
FOR DETAILS.
4. MAXIMUM LONGITUDINAL
SLOPE SHALL BE 5% (20:).
5. CURB RAMPS SHALL HAVE
A DETECTABLE WARNING
COMPLYING WITH CODE OF
FEDERAL REGULATIONS ADA
STANDARDS FOR ACCESSIBLE
DESIGN, CURRENT EDITION. THE
DETECTABLE WARNING SHALL
EXTEND FULL WIDTH AND DEPTH
OF CURB RAMP-
1/8- RADIUS
IN JOINT
1/8" - 1/4"
CONTRACTION JOINT
SIDEWALK JOINT DETAILS
NOT TO SCALE
I
FINISH
GRADE
SEE PLAN FOR WIDTH
TOOLED EDGES (1/W RADJ (TYP.) DRIVE ISLE
50:1 MAX
•ill�lill_ �IIIIr Ii- 1I17E
I•
:BETE 3000psi CONCRETE
THICK 6" THICK WHERE SIDEWALK
ABUTS PAVED AREAS
SIDEWALKS TO BE
MINIMUM 4 INCHES THICK
3000 PSI CONCRETE
BROOM FINISH
PLAN CONTRACTION JOINTS
AT 5' O.C. FOR 5' SIDEWALKS
OR EQUAL TO SIDEWALK WIDTH
SIDEWALK DETAIL
NOT TO SCALE
SOLID WHITE STOP BAR 24" WIDE
24"
STOP BAR
NOT TO SCALE
SUBGRADE COMPACTION, SIDEWALKS
SIDEWALKS TO BE /90X STANDARD (ASTM D698-000N)
MINIMUM 4 INCHES THICK
3000 PSI CONCRETE A
CROSS
WB)TH VAMS. SLOPE '�'•
- I- (SEE PLANS) ESO I21q
MAz
5' (TTP) .. (T P) ..
FOBBED Olt SAVED \ INSTALL VY EXPANSION
CONTRACTION JOINT. ` JOINT EVERY 3W - MATCH
3/4' DEEP (TYP) PAVEAEIIT JOINTS N CUM S QUITTER
ATE' PLAN A
LONGITUDINAL SLOPE OF SIDEWALK SMALL
BE NO GREATER THAN k20 (59)
TOP OF WALK ELEVATION NOTED ON PLANS
iR
SLOPE I30 (2i) MAX.
,a-. .'..:T•.: :':, III.
It
6' 6'
SECTION A -A
NOTES:
I. ALL CONSTRUCTION SHALL CONFORM TO AIL APPLICABLE FEDERAL. STATE AM LOCAL CODES AND SPECIFICATIONS.
AND TO THE TECHNICAL SPECIFICATIONS INCLUDING, BUT NOT LIMITED TO. SECTION 02200 - EARTHWORK
AND SECTION 03300 - CAST -IN -PLACE CONCRETE,
2. CURB RAMPS SHALL BE INSTALLED AT EAMINTERSECTION OR DESIGNATED CROSSWALK
LOCATION AND MUST MEET THE MOST CURRENT ADA STANDARDS AND SPECIFICATIONS AT THE TOE OF CONSTRUCTIM
3- ON ACCESSIBLE ROUTES WHERE SIDEWALK O LESS THAN 5' WIDE. PASSING SPACES AT LEAST S'XS' SHALL BE LOCATED
AT REASONABLE INTERVALS NOT TO EXCW 200'.
RAISED SIDEWALK WITH
THICKENED EDGE DETAIL
NOT TO SCALE
RECESS 1° AND
GROUT FLUSH
WITH TOP
6" GRADED AGGREGATE BASE COURSE (ABC)
AT RY
0
COMPACTED TO IOoX OF ITS MAX. LABOR
DRY DENSITY (ASTM D-1557)
20 ASPHALTIC SURFACE
COURSE, TYPE SF9.5
3"
� NO. 5 BAR
2 NO. 4 BARS I'-6" LONG
5'-S" LONG
SECTION
HEAVY DUTY
WHEEL STOP DETAIL
NOT TO SCALE
L COMPACTED SUBGRADE
(SEE SPECIFICATIONS AND SOIL REPORT)
NOTE
1. PAVEMENT AND AGGREGATE BASE COURSES SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION STANDARD STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES, CURRENT EDITION.
2. THE SUBGRADE SHALL BE COMPACTED TO 98X STANDARD PROCTOR
(ASTM D-698) AND SHALL BE PREPARED ACCORDING To THE NCDOT
STANDARD SPECIFICATIONS. SUBGRADE SHALL BE FREE OF ROCKS AND
DEBRIS LARGER THAN I' IN DIAMETER. COMPACTION TESTS MUST BE
SUBMITTED TO THE ENGINEER PRIOR TO APPLICATION OF ANY BASE
MATERIAL.
3. CORE, OMIT AND GRADATIONS ARE REQUIRED AND SHALL MEET
NCDOT SPECIFICATIONS
4. SUBGRADE AND THE CURBLINE MUST PASS PROOF ROLL BEFORE THE
CURB IS INSTALLED OF ANY CURB IS SHOWN).
ASPHALT PAVING SECTION
LIGHT DUTY
NOT TO SCALE
4" THICK CONCRETE SIDEWALK
FACE OF WALL
a .
Q
n v
a w a v 4
OLE WITH NO. 5 a 4 a a
)ROUT d a BUG UTTER
4: 0
000000000
e o 0000
DETECTABLE 5. 5'MIN. 5'
WARNING MIN. FLUSH MIN. FLARED SIDE (TYP.)
NEW PAVEMENT CURB MAX SLOPE 1:10
PLAN
NOTES:
L CONSTRUCTION OF ACCESSIBLE CURB RAMP SHALL CONFORM TO ALL APPLICABLE
FEDERAL, STATE AND LOCAL CODES AND ORDINANCES.
2. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF
ABRUPT CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY
ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20 (5%)
3. CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH OF CURB
RAMP. SEE DETECTABLE WARNING DETAIL.
6" GRADED AGGREGATE BASE COURSE (ABC)
COMPACTED TO 100% OF ITS MAX. LABORATORY
DRY DENSITY (ASTM D-1557)
3' ASPHALTIC SURFACE
COURSE, TYPE SF9.5
CURB RAMP NTYPE AN
NOT TO SCALE
5'
FLUSH WITH SURFACE FILL WITH JOINT SEALER
PLATE BASKET
(2 1/2" X 1/2' X 12" a IS O.C.)
TYPE A
SAWED
1/0' RADIUS FILL WITH JOINT SEALER
11/2"
tIt
i 3' 4"
DIAMOND PLATE DOWELS
(5" X 5" X 1/4" a 24 O.C.)
TYPE B
L COMPACTED SUBGRADE
(SEE SPECIFICATIONS AND SOL REPORT)
NOTES;
I. PAVEMENT AND AGGREGATE BASE COURSES SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION STANDARD STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES. CURRENT EDITION.
Z. THE SUBGRADE SHALL BE COMPACTED TO 98X STANDARD PROCTOR
(ASTM 0-698) AND SHALL BE PREPARED ACCORDING TO THE NCDOT
STANDARD SPECIFICATIONS. SUBGRADE SHALL BE FREE OF ROCKS AND
DEBRIS LARGER THAN 1" IN DIAMETER. COMPACTION TESTS MUST BE
SUBMITTED TO THE ENGINEER PRIOR TO APPLICATION OF ANY BASE
MATERIAL.
3. CORE. DENSITY AND GRADATIONS ARE REQUIRED AND SHALL MEET
NCDOT SPECIFICATIONS
4. SUBGRADE AND THE CURBLI E MUST PASS PROOF ROLL BEFORE THE
CURB IS INSTALLED (IF ANY CURB IS SHOWN).
ASPHALT PAVING SECTION
HEAVY DUTY
NOT TO SCALE
LONGITUDINAL CONSTRUCTION JOINT
ASPHALT PAVEMENT
BASE COURSE
v W
CURB (6° HIGH)
e GUTTER (TYP.) 2' pAN-
A, MIN. CURB Coo
BOSH .1 pP£
CURB CURB
( RPOL
ISOMETRIC VIEW OF RAMP
NOTES:
1. CONSTRUCTION OF ACCESSIBLE CURB RAMP SHALL CONFORM TO ALL APPLICABLE
FEDERAL, STATE AND LOCAL CODES AND ORDINANCES.
2. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF
ABRUPT CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY
ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20 (5%)
3. CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH OF CURB
RAMP. SEE DETECTABLE WARNING DETAIL.
4. LONGITUDINAL SLOPE OF SIDEWALK TO BE NO GREATER THAN 1:20 (5%).
CURB RAMP "TYPE BIN
W/ PERPENDICULAR SIDEWALK
NOT TO SCALE
T*
`— CONCRETE PAVEMENT
COMPACTED SUB -BASE
COMPACTED SUB -BASE
CONCRETE —ASPHALT TRANSITION DETAIL
NOTE:
REFER TO PAVEMENT SECTION DETAIL FOR
THICKNESS (T*) OF CONCRETE PAVEMENT
AS AN OPTION CONTRACTOR CAN
USE 5/8"Q SMOOTH DOWEL 12' LONG
AT 12" O.C. LUBRICATED AT ONE END
IN LIEU OF A THICKENED EDGE AT EXPANSION
JOINTS
JOINT SEALANT 1/80 RADIUS
PREMOLDED EXPANSION
' TAPER JOINT MATERIAL
EXPANSION JOINT
JOINT SEALANT
CONCRETE
PAVEMENT
CONCRETE
CURB
lk
PREMOLDED EXPANSION
JOINT MATERIAL
EXPANSION JOINT AT CURB
•A 6" 5,000 PSI CONCRETE
10
6- GRADED AGGREGATE BASE COURSE (ABC)
10 COMPACTED TO IOOX OF ITS MAX. LABORATORY
DRY DENSITY (ASTM 0-1557)
CONCRETE PAVEMENT
NOT TO SCALE
COMPACTED SUBGRADE
(SEE SPECIFICATIONS AND SOIL REPORT)
SECTION A —A
North Carolina
(s)
One Cau Center
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THOMAS
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ENGINEERING
CO.
No. F-0871
yy� OF aU�
CONTRACT DATE: XX.XX.XX
BUILDING TYPE: T-50
PLAN VERSION: July 2011
SITE NUMBER: 309062
STORE NUMBER: XXXXX
TACO BELL
VILLAGE DRIVE
SNEADS FERRY, NC 28460
T-50
SHEET TITLE:
CIVIL SITE
DETAILS
JOB NO: J-239W
DATE:
07/19/12
DRAWN BY:
BDR
DESIGNED:
BDR
REVIEWED:
JDR
APPROVED:JDR
SCALE:
1" = 1'
SHEET NO
s

TYPE 1
(NOTE 1)
FLAT BOTTOM TRENCH WITH LOOSE DIRT
(FLAT BOTTOM IS DEFINED AS UNDISTURBED
EARTH)
TYPE 2
FLAT BOTTOM TRENCH WITH BACKFILL LIGHTLY
CONSOLIDATED TO CENTERLINE OF PIPE
(FLAT BOTTOM IS DEFINED AS UNDISTURBED
EARTH)
TYPE 3 TYPE 4 IYHt 5
PIPE BEDDED IN 4" MINIMUM LOOSE SOIL WITH BACKFILL PIPE BEDDED IN SAND, GRAVEL, OR PIPE BEDDED TO IT'S CENTERLINE IN COMPACTED
LIGHTLY CONSOLIDATED TO TOP OF PIPE CRUSHED STONE TO A DEPTH OF 1/8 GRANULAR MATERIAL, 4" MINIMUM UNDER PIPE.
COMPACTED GRANULAR OR SELECT MATERIAL TO TOP OF
(LOOSE SOIL IS DEFINED AS NATIVE SOIL EXCAVATED FROM PIPE DIAMETER, 4 MINIMUM WITH
THE TRENCH, FREE OF ROCK, ORGANIC MATERIAL, FOREIGN BACKFILL COMPACTED TO TOP OF PIPE. PIPE. (APPROXIMATELY 90 PERCENT STANDARD PROCTOR,
MATERIALS AND FROZEN EARTH.) (APPROXIMATELY 80 PERCENT STANDARD AASTO T-99)
PROCTOR, AASHTO T-99) (SELECT MATERIAL IS DEFINED AS NATIVE SOIL EXCAVATED
FROM THE TRENCH, FREE OF ROCKS, ORGANIC MATERIAL,
NOTES: FOREIGN MATERIALS AND FROZEN EARTH)
1. FOR NORMAL PIPE SIZES 14 INCH AND LARGER, CONSIDERATION SHOULD BE GIVEN TO
THE USE OF LAYING CONDITIONS OTHER THAN TYPE I.
2. CONSIDERATION OF THE PIPE -ZONE EMBEDMENT CONDITIONS INCLUDED IN THIS FIGURE
MAY 9E INFLUENCE BY FACTORS OTHER THAN PIPE STRENGTH. FOR ADDITIONAL
INFORMATION ON PIPE BEDDING AND BACKFILL, SEE ANSI/AWWA C600.
STANDARD PIPE BEDDING DETAILS
(ONWASA DETAIL JWS-ED 81i #SS-SED)
NOT TO SCALE
�- ----- DIM "A" ---�
GROUT BOTH
SIDES I ,
DIM "B PRECAST p
/BAFFLE
4" THICK
:a
777777777
ADJUST TO LOCKNG FRAME do
--�C FINISHED GRADE COVER, AIR do G
GAS TIGHT
3" OPEN
SI
PRECAST
BAFFLE .'
4" THICK
1'0"
71s LENGTH Y3 LENGTH
THE OIL AND GREASE TRAP DIMENSIONAL
DETAIL CONTAINS THE DIMENSION CHART FOR
THE OIL/GREASE TRAP
OUTLET
FDIM "C"
IM "D"
ti
OIL AND GREASE TRAP
DIMENSION CHART
CAP GAL
DIM "A"
DIM "B"
DIM "C"
DIM "D'
600
70"
4'8"
7'0"
3'6"
750
7'0"
4'8"
TO"
1000
9,0"
7
1
1500
11.2"
5'8"
7'2"
1750
11'2"
5'8'
7'2"
4'11"
„
4,7„
6' "
8'0"
5'6"
7
6'0"
3000
15'7"
9'7"
8'6.5"
5'0"
4000
15'7"
9'7"
8'6.5"
6'3'
5000
19'11"
9'11"
8,11"
6'2"
6000
19,11"
9141"
1 10'5"
NOTES:
1. CONCRETE- 28 DAY jc--4500 Psi
2. RMAR: ASTM A-615 GRADE 60
3. MESH: ASTM A-185 GRADE 65
4. DESK#!: AO 318-83 BUILDING CODE ASTM C-857 MINIMA STRUCTURAL
DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UT1UrY STRUCTURES
5. LOADS: H-20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO
6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM
7. CONTRACTOR TO SUPPLY AND NSTALL ALL PIPS. SWARY TWs, AND 4"
DUAL SWEEP CLEAN OUTS (FOR CLEANING TOWARD AND AWAY FROM TRAP ON
BOTH THE INLET AND OUTLET SIB.
8. GRAY WATER ONLY, RACK WATER SHALL BE CARRIED BY SEPARATE SEWER.
9. ALL PIPE PENETRATIONS SHALL BE WATERTIGHT
OIL AND GREASE TRAP
(ONWASA DETAIL #SS-OG e► #SS-OGS)
NOT TO SCALE
NOTES:
I. RETAINING BLOCK WALL SUPPLIER
SHALL BE RESPONSIBLE FOR
PROVIDING DESIGN CALCULATIONS
BASED ON SITE CONDITIONS.
2. SEE PLAN VIEW FOR TOP OF WALL
ELEVATION.
vm MR!
m__
TYPICAL UNIT
PLAN FOR TOP OF WALL ELEV
MODULAR FACING UNITS
i
ADHERE CAP UNIT TO TOP UNIT
WITH CONCRETE ADHESIVE
MODULAR FACING UNITS
4" DIA. ADS PIPE
DRAINAGE FILL
18" THICK MIN.
1
FILTER FABRIC //
GEOSYNTHETIC REINFORCEMENT
r
MIN. �z z l
-/ -//
COMPACTED SAND BACKFILL
951 STANDARD PROCTOR DENSITY
.. GRAVEL LEVELING PAD (12" MIN.)
TYPICAL SECTION
- CAP UNIT
FINISH GRADE (BEYOND)
3"
FINISH GRADE
�T�—T—LT—LT__j _L LT_j _L L_ _J lam_ LT�_r.l�_L_T�
�.1 �_LT__ _L --I L_r rL—I—LT J_r L1—L TL_r LT—LTL—r�—i
TYPICAL ELEVATION
SEGMENTED BLOCK RETAINING WALL
NOT TO SCALE
GATE OR BALL VALVE IN BOX NEAR HOUSE
(OPTIONAL)
PRESSURE REDUCING VALVE WITH STRAINER
(REQUIRED)
REMOVABLE INSULATED
c F
ENCLOSURE WITH DRAIN
�W'o
PORTS
w w w
(1060 ASSE APPROVED)
ff
offa
(REQUIRED)
-'o'
TURN FULL PORT BRONZE
BALL SHUT-OFF VALVE #2
CHECK VALVE #2
CHECK VALVE #I
4 TURN FULL PORT BRONZE
BALL SHUT—OFF VALVE #1
TEST COCK if[
STRAINER (OPTIONAL) —
ENSURE GRADE SLOPES AWAY
FROM COVERS & BOXES
ALL PIPING 2" & SMALLER MUST BE —
PVC, CAST IRON STEEL, OR
OTHER APPROVED EQUAL
GATE OR BALL VALVE IN BOX (REQUIRED)
RIGHT QF WAY _ _ _ _ _ _ _ _
CUSTOMERS RESPONSIBILITY BEGINS
ONWASA S RESPONSIBILITY STOPS HERE
METER BOX (ONWASA'S)
METER (ONWASA S) —
METER CUT—OFF (ONWASA S)
z
SUPPORTS AS REOWRED
a
m
W
�
-�
(MAY CONSIST OF CAMBER
pff,
E
BLOCKS. BRICK, OR STEEL)
p
w
a
- 4' CONCRETE PAD
ff
(OFnaw)
!A HE
3/4" TO C" METER RP/PRY ASSEMBLY
(ONWASA DETAIL #WS-PRV)
NOT TO SCALE
North Carolina
(D
One Call Center
CO Before You Dig
"It's The Law"
i-800-632-4949
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THOMAS
9 HUTTON
ENGINEERING
CO.
No. F-0871 _ /p
i�V*..qTF OF ..U�O0a,`;
CONTRACT DATE:
XX.XX.XX
BUILDING TYPE:
T-50
PLAN VERSION:
July 2011
SITE NUMBER:
309062
STORE NUMBER:
XXXXX
TACO BELL
VILLAGE DRIVE
SNEADS FERRY• NC 28460
Eli
SHEET TITLE:
CIVIL SITE
DETAILS
JOB NO: J-23M
DATE:
07/19/12
DRAWN BY:
BDR
DESIGNED:
BDR
REVIEWED:
JDR
APPROVED:
JDR
SCALE:
1" = 1'
SHEET NO: C8s5