SW8130302_APPROVED PLANS_20130418

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 2
DOC TYPE
❑ CURRENT PERMIT
IS APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201'b DL 1yd
YYYYMMDD

SITE DEVELOPMENT PLANS
NA
TACO BELL -SOUTH MONKEY JUNCTION
SOUTH MONKEY JUNCTION, NC
R & S MATTHEWS PROPERTIES, LLC
FAYETTEVILLE, NC 28304
FEBRUARY 27, 2013
REVISED: APRIL 8, 2013
J-24079,0001
.1r. THOMAS
Engineering ( Surveying
■
HUTTON
Planning I GIS I Consulting
Savannah, GA I Brunswick, GA ( Charleston, SC I Myrtle Beach, SC I Wilmington, NC
HUTTON,SURVEY
/ m SUITEMBER 28. 2012.
CONTOUR r ONE ff
VERTICALDATUM.• c
THE LOCATION OF DERG a - n U71UM SHOW ' - / r 5n ON
FIELD EWDENCE AND INFORM147111ON SUPPLIED BY UTILITY AGENCEM THE SURVEY
NO CMFIC470V AS 70 TIE COM`UTVV0S OF / fN. SHOW
HEREON APPROPRIATE0OA#W41ES SHOULD BE CON7ACIE0 FOR V19W)CAWNF
PANELTHE PROPERTY 6 NOT LOCATED IN A 100 YR. FLOOD HAZARD
ISA AS DEMNA17ED ON
I / / / J/ APRIL I I.NORTH CAROLINA PARCEL V* RO79O5-0O,!-T.'7,5--iTrr
UALMES & AGENCIES:
PLANNING & 20AIAIO:
NEW HANOVER COUNTY PIANNLNG AND INSPECTIONS
230 GOVERNMENT CENTER DRIVE SUI1E I30
WILMINGIITN, NO 26403
PH: [phone], FAX: [phone]
BUILDING INSPECDOM.'
NEW HANOWR COUNTY PLANNING AND WSPECTLONS
230 GOVERNMENT CENTER DRIVE, SURE I30
WILMINGTON. NC 28403
PH: [phone] FAX. [phone]
CAPE FEAR PUBLIC UTILITIES AUTHOR/7Y (CFPUA)
235 GOVERNMENT CENTER DINE
"AIGTON, NC 28403
PH: [phone], FAX [phone]
JAB
AQUA AMERICA
202 MACKOWN COURT
CARY, NORTH CAROLINA 27511
PH.- (9I9)467-8712, RUDY a SMW
RCOE r h Nr
627 CARDINALAVE"
PH. [phone]
PROGRESS ENERGY
/ IG a�
TIME WINNER
3B09 SHIPYARD BOULEVARD
WILMINGTON, NC
28403
[phone],
BILL DYKES
TN7CAbiar.
AT&T
102 NORTH 47H STREET
*XMWGM. NC
28401
[phone],
LINLN LASHLEY
(910) 392-871Z,
STEVE DAWAULT
GENERAL
1.
N07i
NO CERTB7C4710N OF OCCUPANCY WILL BE ISSUED UNIX ALL SITE
IS. ALL CONSTRUCTION METHODS AND MATERIALS SHALL COAFORAI TO STATE AND
/1101FRpVEMENTS HAVE BEEN COMPLETED AND ACCEPIEO BY OWNER
LOCAL CODES
ENGINEER dt NEW 1-14NOV£R COUNTY
14. CONTRACTOR TO SUBMIT ALL SITE CONSTRUCTION SHOP DRAWINGS TO OWNER OR
2.
ALL COAWRUC;T/ON TO COMPLY WIIF/ FEDERAL, STATE; AND NEW
OWNER REPRESENTATIVE FOR APPROVAL. ANY SUBSTITUTIONS OR REVISIONS TO
HANOVER COUNTY STANDARM
MATERIALS OR CONSTRUCTION METHODS SHALL BE APPROVED BY THE OWNER OR
OWNER REPRESENTATIVE PRIOR TO CONSTRUCTOK
3.
HANOVER COUNTY t 48 )N!X)RS BEFORE
NOTIFBEOM
W
BEGIINNG Of EVERY PRASE OF CONSTRUC770N
COA67RU
I5. 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 CONSTRUCT/ON.
I& CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES AS REQUIRED BY
STATE AND LOCAL AUTHORITIES. REFERENCE EROSION CONTROL SHEETS FOR
3
THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATIONS.
MORE NOTES AND DETAILS ALL MEASURES SHALL BE MAINTAINED, REPAIRED
CONTACT NC ONE CALL (PH: 800-632-4949). THE EXISTING UNDERGROtIIIO
ANDIOR REPLACED AT THE CONTRACTORS EXPENSE UNTIL PROJECT IS
UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION THIN
CONPLETELY STABILIZED.
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT
LOCATION AND ELEVATIONS OF ALL EXISTING S PRIOR
/T. DAMAGE TO INFRASTRUCTURE-. PUBLIC OR PRIVATE PROPERTY, ANDIOR
8£GIIVNG DM/GI/6 OPERATIONS I• UTILITIES OTHER
II:R THAN THOSEE SHOWN
VEGETATION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY CONTRACTOR.
THE CONTRACTOR SHALL
ARE ENCOUNTERED DURING CONomTEL
NOTIFY THE ENGINEER AND
INUED LY AND TAKE STEPS TO PROTECT THE
/8 ANY DAMAGE TO EXISTING PAVEMENT ON ADJACENT STREETS MUST BE REPAIRED
N
LIME(S) AAIO ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING
AT CONTRACTORS EXPENSE AND TO THE SATISFACTION OF THE ENGINEER.
UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR
/9 WHERE FIELD INSPECTIONS ARE REQUIRED BY THE COUNTY, STA TE ANDIOR
6.
THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS OF NEW
ENGINEER THE CONTRACTOR SHALL NOTIFY THE ENiMEEER A MIINUM' OF 48
UTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION
HOURS /N ADVANCE TO SCHEDULE SUCH INSPECTIONS
T.
THIS CONTRACTOR SHALL NOTIFY THE ENGINEER I• UNSUITABLE MATERIAL
20. A COMPLETE SET OF APPROVED ORAWIYGS AND SPECIRICATIONS MUST BE
IS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION
MAINTAINED ON SITE AT ALL TINES THAT THIN CONIRACTOR 1S PERFDIMgW
WORK THESE DRAWINGS SHALL BE MADE AVAILABLE TO THE OWNER, OWAFERS
8.
CONTRACTOR SHALL GRADE ALL AREAS SUCH TWAT WATER DRAINS TO THIN
REPRESENTATIVE, NEW HANOVER COUNTY AND/OR IJDEAR PERSONNEL AT THEIR
APPROPRIATE R1GHT-OF-WAY, EASEMENT, OR SWALE PRIOR TO FINAL
REQUEST.
APPROVAL.
21. ANY REVISIONS DURING CONSTRUCTION WHICH ALTER THIN SITE LAYOUT,
9.
ALL STORM DRAIN PIPE INVERTS /N AND OUT ARE THE SAME AS THE BOX
CONSTRUCTION METHODS, OR DRAINAGE MN/ST BE 9/BABTTED AAIO APPROVED IN
INVERT UNLESS OTHERWISE NOTED ON THE PLAN AND/OR PROFILE SHEETS.
WRITS BY THE ENGINEER.
10.
ALL AT GRADE UTILITIES SHALL BE LOCATED OUT OF TIE CUM LINE.
22. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS
NECESSARY FROM OTHER RESPONSIBLE AGENCIES OTHER THAN NCDENR
8
APPROVAL OF PLANS DOES NOT AUTHORIZE GRADING OR ANT 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
Za CONTRACTOR RESPONSIBLE FOR COORDINATION OF TEMPORARY AND PERMANENT
OR OWNER REPRESENTATIVE
POWER INSTALLA77ON AND LAYOUT FOR POWER / pARKMNG LOT LIGHTING WITH
JONES-ONSLOW ELECTRIC.
IR.
ANY SRADIMG BEYOND WHAT IS DEPICTED IN THE APPROVED AND PERMITTED
PLANS IS A VIOLA77ON OF THE STATES EROSION CONTROL AND GRADING24-
REFERENCE PLAN AND DETAILS SHEETS FOR ADDITIONAL NOTES
REQUIREMENTS AND MAYBE SUBJECT TO A FIAT TIE CONTRACTOR SHALL
BE RESPONSIBLE FOR PAYMENT OF ALL FINES DIRE TO VIOLATIONS.
25. A PRE -CONSTRUCTION MEETIN6 WITH NCOOT MUST BE HELD PRIOR TO BEGINNING
ANY WORK IN PUBLIC RIGHT-OF-WAY.
SUE a4rA
R & SS MATTHEWS PROPEI?I&M LLC
PROPOSED BUFLDINQ-
BUILDING AREA = Z489 IF.
PO BOX 87886
INDOOR SEATS PROVIDED = 50
FAYETTEVILLE; NC 28304
OUTDOOR SEATS PROVIDED = 0
PHONE• [phone]
MAXIMUM BUILDING HEIGHT = 45'
CONTACT. RONNIE B. MATTHEHS
IMPERVIOUS SURFACE = 29,522 IF.
ENGINEER / SURVEYOR.'
THOMAS & HUTTON ENGINEERING CO.
DISTURBED AREA = 39,548 S.F.
215 S KERR AVENUE; UNIT B
PARKING REQUIRED:
WILMINGTON, NC 28403
PHONE [phone]
RESTAURANT
CONTACT.• ,L4CK D. REEL, P.E. LEID AP
M/N.• I PER 3 SEATS
PROPERTY IA1FQRIMZM'
50 SFATS/3 = 17
EMPLOYEES.• 1 PER 2 EMPLOYEES
(LARGEST SHIFT)
TAK PARCEL I& R07905-004-005-000
8 E31103LOYEES/2 = 4
ALT /D: 313310.2Z7448.0000
TOTAL REQUIRED:
0.91 ACRE
MIN. = 21
LOT A BRM ASSOC147ES 11 LLC
MAP BOOK 49, PAGE 379
FIRST 25X INCREASE = 21•1.25 = 27
EC0JD 25X INCREASE - 27s1.25 - 34
ZONING, 8--1 (BUSINESS DISTRICT)
FARKM PROVIDED:
G4"4 LAND USE• TRMISmON
REGULAR (9'x18): 21 SPACES
HAND/C4P (9k18'): 2 SPACES
TOTAL AREA: *0.91 ACRES (59,548 .SF.)
TOTAL: 23 SPACES
SETa4CKI-
FRONT-: 50'
REAR: 0'
SIDE- 0'
VICINITY MAP
SCALE: 1" = 2000'
Sheet List Table
Sheet Number
Sheet Title
CO
Cover Sheet
C1.1
Existing Condition and Demolition Plan
C12
Site Development Plan
EC 1.1
Q
Erosion Control Plan
EC1.2
Q
Erosion Control Details
C2.1
A
Water and Sewer Plan
C2.2
SS )-I
Water Details
CFPUA Sanitary Sewer - Standard Details
SSD-2
CFPUA Sanitary Sewer - Standard Details
SSD-3
CFPUA Sanitary Sewer - Standard Details
SSD-4
CFPUA Sanitary Sewer - Standard Details
C3.1
fz..
Paving, Grading and Drainage Plan
C3.2
iu
Drainage Profiles
C4.1
Paving, Grading, and Drainage Details
C4.2
A
Paving, Grading, and Drainage Details
C4.3
Paving, Grading, and Drainage Details
C4.4
Paving, Grading, and Drainage Details
C4.5
Drainage Details (StormTech)
C4.6
Drainage Details (StormTech)
LLI
Planting Plan
1-12
Planting Details and Notes
EI A
Lighting Plan
SUBMITTAL HISTORY
NEW HANOVER COUNTY. NCDENR, CFPUA, AQUA AMERICA 2-28-13
SUBMITTED TO DATE
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THOMAS '
a HUTTON i
i ENGINEERING i
o: CO. :x
No. F-0871
,,��rri,4TF OF
/3\ 4-8-13 REVISED PER NCDENR
d 3-20-13 REVISED PER COUNTY
Q 3-4-13 REVISED PER AQUA
CONTRACT DATE: XX.X(.XX
BUILDING TYPE: LARGE 50 Ni
PLAN VERSION: August 2012
SITE NUMBER: 309303
STORE NUMBER: )DOM
TACO BELL
5972 CAROLINA BEACH RD
SOUTH MONKEY JUNCTION, NC
SHEET TITLE:
COVER SHEET
JOB NO: J-24079.0001
DATE:
02-27-2013
DRAWN BY:
KWL
DESIGNED:
KWL
REVIEWED:
JHR
APPROVED:JHR
SCALE:
AS SHOWN
SHEET NO:
Wo

EXISTING SE. ;-R MANHOLE
r R: 4 5.17
SS
15:83
73
45.66
57
/�-•'� 1 EXISTING SEWER 'MANHOLE-
it V_ iN: 6 0 (S?
SAWCUT REPAIR *640 SF
" 3 B EXISTING PAVEMENT B t10 LF 3RM ASSOCIATES2, LLC
t t EXISTING CURB 8: GUTTER P!p: R07905-004-007-000
�
(SEE CFPUA SS-2, SHEET 2 OF 4
FOR PAVEMENT REPAIR)
4 :
REMOVE ±70 LF -
ASP A P.4,RKINC / 44.66 x ',, EXISTING SEWER X 44.24 X 44.24
\ , SERVICE d CLEANOUT -
V tiS71Va -
8S•46'29' W l
_ 23.14' (TIE)
55
47. \
k/-48-
45.
45,57
CONTROL POINT
REBAR WITH CAP
N: 137,452.57
E: 2,332.626.23
ELEV: 45.66
7a 'y y
\\ ':t�
\
\
\ i:<• -
\ � ,
S 04°26'31" W --
AEPHAi_ r PARY.!NG 44,39
44.43
EXISTING SEWER CLEANOUT 44• 4.86X
FR: 44.35 4452 45.'44.18N
INV. OUT: 42.45 (W) LANDSCaPE
•°L.AtvTE4,
_
-- _ __ _ 4:59 45,08 4
-
4-
(3 \
43. 854,
44.2:IIIIe44,44
I °
d4.0
44.54
-44,8646.3
3.86
44.27
i EXISTING
12' GATE VALVE
---- - - - -I166' - - - - - -
,
_44-- -- ' - x 43,6
\ X 44•
)
I
APPROXIMATE LOCATION
/
!
X-44-0
\ :.
I '
EXISTING)2" WATER MAIN
x 41.1
i
-�
SAWCUTB: REMOVE
-
-
�'
*65 LF EXISTING-
_
CURB B GUTTER
x-43.0
i
-'
BENCHMARK
X 42.3
x 42.2
- (
i
'BENCH TE' IN
14' LAUREL OAK
ELEV: 42.59
LAO j I
6
x 41A
43.45
I
43.09
43.42
,09
43.46
I
EXISTING OAK-- , 14
" -
TO REMAIN
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X 40,8\
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(
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SWARTZ PROPERTIES. LLC
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PID: R07617-003-001-000
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CRM MID ATLANTIC PROPERTIES, LLC
F Ng c C: rH c A c -
PID: ROT905-004-005-000
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PID: P.J79,5 _r04 CC'4-OCC
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x 40.5
x40.8 x40.5
I j
yam'
"'
�
x 40.0
.77<
42.74
2.71 :
(
2.73
1 \
42.11
62.3
42.77
4
7
/ EXISTING TREES L S4
-_-��A\��
42.78
42.72
TO BE REMOVED
------__
PROPERTY
/.`
S6 ( I
-
- -------
------I---------
BOUNDARY
/ LAD S6/TWIN
i-
(TYP)
_ _ _ - EXISTING BILLBOARD
TO BE REMOVED
--'
----
-- n000EN (�I
-
43.04- _I. OHP OHP OHP
_ Nr137,S85.02 f \ BILLBOARD ) \
E: N-W.854.70 / \ OHP !CHP 'GHP''-�
- - / OHP OkP S 01°25'19" W OHP
x) 39:8i
I I c
CO
--_ ___--- - � U>;L-- 0HP -- x'13an.x x 4A•4 - -_--8.2a;` 74II
_
OHP -
x 39,8
___ _- _ = X 38,8 � Rc� /-. 39C��-
- 4t�4x��
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-------- __---'- �_
__ OHP - - _ - -
OHP
x 391
_
- _.
_ x 3j31 - 4D
-- ' �40.6
--- _--
-
,� 46
- ..
OHP �- EXISTING 30, POWER 403_ -- -- .-- -- - - - :-._
--
._=cX.-3.9 -- -
- -- - -40 -.'- -' -- - - k
- -40 9 C -- -
OHP-"��
_ .-..--._.--
�.--• OHP LINE EASEMENT _
NV.: 3, S4 si
_--_ 0HP 4C�=- --- -_.---
x 1.7
42-
INV:38.01 \ -----
-- 40.3
OHP--___--
-
1.97
-___----
x 42:-6-
_ -
_
_
x 42.38
as _.
- _.. _ .
I
CONTROL POINT
WITH CAP -.
_--- _ X 43,33
L. S. HWY 421
3
N: is64
.
aka. CAROLINA BR' ACID! ROAD
E: 2.332.887.35
O �
ELEV: 41.76
-o (EX1S Ti I N G 160' PUBLIC !?!' 01;
I
O
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GAS 0I022'49' W
44.56' (TIE)
i8RCP _ - -
-` A2/L 41.76 _"�!NV,:36.36
INV.: 36.08 42:49 -
41J7 41.26
;a 41.666
X 41.88 X 41,84 x 41,66
North(Carolina
One Call Center
Call Before You Dig
"It's The Law"
1-800-632-4949
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TMOMAS %
8k HUTTONi
ENGINEERING
CO.
�,•, No. F-0871
ion40 ••• ' �1 A7,
OF Ate.t%%N �
CONTRACT DATE:
>000 XX
BUILDING TYPE:
LARGE 50 Ni
PLAN VERSION:
August 2012
SITE NUMBER:
309303
STORE NUMBER:
XXXXX
TACO BELL
5972 CAROLINA BEACH RD
SOUTH MONKEY JUNCTION, NO
SHEET TITLE:
EXISTING
CONDITION AND
DEMOLITION
PLAN
JOB NO: J-24079.0001
DATE:
02-27-2013
DRAWN BY:
KWL
DESIGNED:
KWL
REVIEWED:
JHR
APPROVED:JHR
SCALE:
1" = 20'
SHEET NO:

i •--
NOTES
EXISTING SEWER N`iCL E- - ® -
1. ACCESSIBLE ROUTE - EXTERIOR: _ZP, 44 ''-
MINIMUM CLEAR WIDTH IS.5'. IF ACCESSIBLE ROUTE HAS LESS THAN 5' CLEAR WIDTH. THEN PASSING / SJ"y INS IN: 40,60 (Si - - -
SPACES AT LEAST 5'X5' SHALL BE LOCATED EVERY 200' OR LESS (INTERSECTING SIDEWALKS MEET % -"`- 0
THIS REQUIREMENT). LONGITUDINAL (RUNNING) SLOPE MAY NOT EXCEED 5% UNLESS RAMP IS /�-
INSTALLED (RAMPS MAY NOT EXCEED 8.33%).. CROSS SLOPE MAY NOT EXCEED 2%. GAPS IN ROUTE -
MAY NOT EXCEED 1/2"'IN. WIDTH. ``-S BRM ASSOCIATES #2, LLC
! �
2. FINISHED SURFACE HEIGHT DIFFERENCE REQUIREMENTS: PID:
A. Q TO 1/4":" NO REQUIREMENTS -
B. V4" TO I/26: BEVEL WITH 1:2 SLOPE ,
C. LARGER THAN 1/20: CONFORM TO REQUIREMENTS FOR RAMP
r
ASP-3. RAMPS: ARK:NG
S
• MAX RAMP SLOPE 8:33% 0.12).
•- °,�i7
r , --;ti
• RAMPS STEEPER THAN 8.33%ARE NOT ACCEPTABLE.
490
• MAX RISE FOR ANY RAMP -RUN IS 30" (AT 8.33% SLOPE. MAXIMUM RUN OF RAMP IS 301.
• MAX CROSS SLOPE OF RAMP 2% (1:50)
CONTROL�t
REB'. CAP
3A. LANDINGS:
13 2 57
,,
• RAMPS SHALL HAVE LEVEL LANDINGS AT BOTTOM AND TOP OF EACH RAMP.
>4 85°t6 ^,c' ,,y _ -`�i
L,-32,626 23
• LANDING SHALL BE AT :LEAST AS WIDE AS RAMP LEADING TO IT.
; 3 ,e -
ELEV: 45 CE :i
PLAN I
I
' -
• LANDING LENGTH SHALL. BE MINIMUM 5' CLEAR.
• IF RAMPS CHANGE DIRECTION AT LANDING. MINIMUM LANDING SIZE SHALL BE 5'X5'.
I --
__S 0402E43, W -------
• ALL LANDINGS ARE TO BE NO MORE THAN 2% SLOPE IN ANY DIRECTION.
?4.00
EXISTING
16' STANDARD
12" GATE VALVE
CURB RAMPS:
•
• MAX SLOPE OF CURB RAMP 810%.
r-------------------------
_ _ _ _ _ CURB a GUTTER
------- -
(PITCH)
----------1
_
APPROXIMATE LOCATION
• MAX SLOPE 4F SIDE FLARES IOX.
'
I
EXISTING12" WATER MAIN
• MAX SLOPE OF ADJOINING GUTTERS, ROAD SURFACE, OR ACCESSIBLE ROUTE 5%.
• MIN WIDTH 36" (NOT INCLUDING SIDE FLARES).-
DETECTABLE REQUIRED ON CURB RAMPS AT TRAFFIC AISLES, AND SHALL BE 24'
'
�;\
20'R
QI
• WARNING IS
MINIMUM INTHE 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
�
�
�_ CHANNELIZING STRIPE
''`��/ (6" WHITE)
I
LINE IS 6" TO 8' FROM THE CURB LINE.
DUMPSTER
�
5. PAVEMENT MARKINGS:
• ENCLOSURE r .
x�', L2
LI
AS REQUIRED BY LOCAL JURISDICTIONAL AUTHORITY (RECOMMENDED CROSSWALK MARKING TON_
DESIGNATE ACCESSIBLE PEDESTRIAN ROUTE)
2"4'.YALLEY ---
12Q'R
-
�
6. HANDICAP PARKING SPACES77T�-
R
• MINIMUM B' WIDE ACCESSIBLE PARKING SPACE
I
i ,
.IO,R
1
WHITE) -
•STO
MINIMUM 5' WIDE ACCESS AISLE AT STANDARD SPACES
I 3'R
!��
r'' r
STOP SIGN
2OR
• MINIMUM 8' WIDE ACCESS AISLE AT VAN ACCESSIBLE SPACES
I
• MAXIMUM 2% 0:50) SLOPE IN ANY DIRECTION: -
ENTRY
; 1 5'R •
{
{
" PORTAL
7. SIGNAGE:.
1
I
ELECTRIC
I
( 1
ACCESSIBLE PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A SIGN SHOWING THE
I 4B'R
TRANSFORMER
"ry
1
SYMBOL OF ACCESSIBILITY. VAN ACCESSIBLE. SPACES SHALL HAVE AN ADDITIONAL SIGN
(
I �
� \ ,� ,
'�'
(
I
BENCHMARK
'VAN -ACCESSIBLE" MOUNTED BELOW THE SYMBOL. SUCH SIGNS SHALL BE LOCATED SO THEY
20R. _
I
DRIVE-THRU
"5'R
- I
1
'..1BENCH TIE" IN
CANNOT BE. OBSCURED BY. A VEHICLE PARKED IN THE SPACE (60' ABOVE GRADE UNLESS OTHER
I
CANOPY d OCB
I
14" LAUREL OAK
HEIGHT REQUIRED BY LOCAL JURISDICTION). ;
MENU
.,
I
ELEV: 42.59
r;-BOARD
"; 2 HC SPACES
3 3PACES
-
B. ACCESSIBLE ROUTES:
,
(VAN ACCESSIBLE)
MUST COMPLY WITH ADA.:THE FAIR HOUSING ACT AND ICC/ANSI A117.1-2003.
I
3`
I
HC SIGN
',.''
�' +i
I
.
{
(R7-8 6
�.
R7-8A)
-
LEGEND
W
iY
m;
��
I
16
12'
■
18` 36'.'
r 18
LIGHT -DUTY ASPHALT PAVEMENT
,
°
■
H c
CD
HEAVY-DUTY ASPHALT PAVEMENT
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k
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r a+* Irr` -
- WHEEL STOP -; u
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+ I
I
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SWARTZ PROPERTIES,
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PID: R07617-003-001-000
BLACK CONCRETE PAVEMENT
PROPOSED
■
7` fi ,.TURN DOWN tp
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180 STANDARD
TACO BELL
SIDEWALK (TYP),,.,
-
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CURB a GUTTER
r
NR SI= rNF AS- I
RESTAURANT
,ram
$
(NORMAL)
U
CONCRETE SIDEWALK
PID: P,rJ7943 -.):4 C04-000
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■ ■ ACCESSIBLE ROUTE
I
■
` 16' STANDARD-
18" STANDARD
I
I
I
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(
CURB 9 GUTTER
(,
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3
(NORMAL)
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41.68•
102.9W
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1
_
so' MIN. BLDG: SETBACKS
LINE TABLE
LINE
BEARING
LENGTH
L1
S 4*43*500 W
52.06'
L2
S 4'43'50' IN
43.99'
L3
S 42'29'02" E
27.90'
L4
S 85'16'10' E
"79.52'
L5
N 4.43'50' E
54.94'
L6
N 85.16'10" W
161.99'
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD
CHO BEARING
DELTA
C1
32.00'
26.37'
25.63'
S 18.52'36' E
47.12'51'
C2
32.D0'
23.90'
23.34'
S 63.52'36" E
42.47'09'
C3
29.99'
47.12'
42.42'
N 49.43'50' E
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9 •: No. F-0871 •• A':
4rF OF
CONTRACT DATE:
XX.XX.XX
BUILDING TYPE:
LARGE 50 Ni
PLAN VERSION:
August 2012
SITE NUMBER:
309303
STORE NUMBER:
XXXXX
TACO BELL
5972 CAROLINA BEACH RD
SOUTH MONKEY JUNCTION, NC
SHEET TITLE:
SITE
DEVELOPMENT
PLAN
JOB NO: J-24079.0001
DATE:
02-27-2013
DRAWN BY:
KWL
DESIGNED:
KWL
REVIEWED:
JHR
APPROVED:JHR
SCALE:
1" = 20'
SHEET NO:
1 inch = 20 ft C1*2

DESIGNERS PLAN CERTIFICATION:
"TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS PLAN HAS BEEN PREPARED IN ACCORDANCE
WITH THE LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN MANUAL.'
PRINTED NAME AND TITLE: JOHN H RICHARDS, PE / PRINCIPAL
5 REGISTRATION NUMBER: 25939
CARS 1""51z,
-`QVESStON -.-9.
o SEAL
5 25939
yHill
c PROPERTY OWNER CERTIFICATION: 1
"WE HEREBY CERTIFY THAT WE ARE THE CURRENT OWNER OF THE PROPERTY AND THAT J
o UPON RECEIPT OF "AUTHORIZATION -TO -CONSTRUCT" ANY CLEARING, GRADING, CONSTRUCTION OR \
_ DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE $}
ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH CAROLINA AND THE
s FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART OF THIS PLAN. AS THE
OWNER. WE ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION AND OPERATION AND
g MAINTENANCE OF THE PROPOSED FACILITIES. WE WILL NOT ATTEMPT TO TRANSFER OF THIS
RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY."
t COMPANY: ---------------
F f\
9
BY:
TITLE:
PRINTED NAME AND
C DATE -
NCDENR_ PERMIT & IMPERVIOUS AREA
SUMMARY:
PROPERTY BOUNDARY AREA: 39,548 SF
PERMIT / DRAINAGE AREA: 29.630 SF
COASTAL WETLANDS: 0 SF
PROPOSED IMPERVIOUS (8UA):
BUILDING: 2.489 SF
PARKING: 20,023SF .".. �. ,- ---� _..._ .,
®I.00X _ 127. 'a274
SIDEWALK: 848 SF
FUTURE: 162 SF _
IB' STANDARD I sep I �2.% 4� /3
TOTAL: 23,522 SF CURB 8 GUTTER i q .0 42.65'TP 42.88 TP I', 2 V 7
2B6 LQO% 1.85% 41.50 TP�a. ` -* � 4 13
(NORMAL)
PERCENT IMPERVIOUS: t59X 1 vgT'0 w 41.84.TP i �42.78 42.72 -_-
42.18TP 42.38 TP 4L 9a3T'P � --
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8 HUTTON
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P •: No. F-0871 /' A
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CONTRACT DATE:
XX.XX.XX
BUILDING TYPE
LARGE 50 Ni
PLAN VERSION:
August 2012
SITE NUMBER:
309303
STORE NUMBER:
XXXXX
TACO BELL
5972 CAROLINA BEACH RD
SOUTH MONKEY JUNCTION; NC
SHEET TITLE:
PAYING, GRADING
AND DRAINAGE
PLAN
JOB NO: J-24079.0001
DATE:
02-27-2013
DRAWN BY:
KWL
DESIGNED:
KWL
REVIEWED:
JHR
APPROVED:JHR
SCALE:
1" = 29
SHEET NO:
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? THOMAS'9
a HUTTON
e ENGINEERING E
o: CO. :z
�0=., No. F-0871 ".o
CONTRACT DATE:
XX.XX.XX
BUILDING TYPE:
LARGE 50 Ni
PLAN VERSION:
August 2012
SITE NUMBER:
309303
STORE NUMBER:
XXXXX
TACO BELL
5972 CAROLINA BEACH RD
SOUTH MONKEY JUNCTION, NO
a
I-ARGE 50 Ni
SHEET TITLE:
DRAINAGE
PROFILES
JOB NO: J-24079.0001
DATE:
02-27-2013
DRAWN BY:
KWL
DESIGNED:
KWL
REVIEWED:
JHR
APPROVED:JHR
SCALE:
1" = 20'
SHEET NO:
C3*2

z
_ SIDEWALKS TO BE
MINIMUM 4 INCHES THICK
3000 PSI CONCRETE
a BROOM FINISH
°i 18 RADIUS
a
e 5'
w
EXPANSION JOINT
= 1/8" - 1/4"
PREMOLDED STRIP. FLUSH
W/ SURFACE
e
o �4
CONCRETE
:. ... -,
:'b:�.:'�:'::."s;'.:i"-�.:.:'?:.".::�'�::: :.:A.:.':... :. :. �.p'.:: i•. ��:. FINISH
2 GRADE
CONTRACTION JOINT
SIDEWALK JOINT DETAILS
NOT TO SCALE
SEE PLAN FOR WIDTH
FINISH GRADE TOOLED EDGES (1/8" RAD.) (TYP.) DRIVE ISLE
50:1 MAX
,
I. A�L 910EWALK GRADES I II I (I) I) _I I I —I I I_I I -i I 1_ ..
SHALL BE ADA ACCESSIBLE. 30 psi CONCRETE i 3000psi CONCRETE
2. PROVIDE EXPANSION 4" THICK 6" THICK WHERE SIDEWALK
JOINTS WHERE SIDEWALK 30' MAXIMUM BETWEEN EXPANSION JOINTS ABUTS PAVED AREAS
ABUTS STRUCTURES OR
OTHER SIDEWALKS. EXPANSION JOINT
3, ALL SIDEWALKS SHALL BE
BROOM FINISHED. SEE SIDEWALKS TO BE
TECHNICAL SPECIFICATIONS MINIMUM 4 INCHES THICK
FOR DETAILS. 3000 PSI CONCRETE
4. MAXIMUM LONGITUDINAL BROOM FINISH
SLOPE SHALL BE 5% (20:1)..
5. CURB RAMPS SHALL HAVE
A DETECTABLE WARNING
COMPLYING WITH CODE OF - DUMMY GROOVE
FEDERAL REGULATIONS ADA PLAN CONTRACTION JOINTS
STANDARDS FOR ACCESSIBLE- AT 5' D.C. FOR 5' SIDEWALKS
DESIGN, CURRENT EDITION. THE OR EQUAL TO SIDEWALK WIDTH
DETECTABLE WARNING SHAH SIDEWALK DETAIL
EXTEND FULL WIDTH AND DEPTH
OF CURB RAMP.
NOT TO SCALE
adc
TRANSITION
CURB AND GUTTER
(APPLICABLE TO ALL TYPES) TO BE ROUNDED
1A
NOTES:
1.: REQUIRED AT ALL SIDEWALK RAMPS AND WHERE
INDICATED ON. PLANS.
CURB AND GUTTER TAPER DETAIL
NOT TO SCALE
SUBGRADE COMPACTION. SIDEWALKS
SIDEWALKS TO BE
BOX STANDARD (ASTM OSBB-OOA.I) '
MINMU 4 RICHES THICK.
3000 PSI CONCRETE
J(
VARES
1
I WIDTH ; �OOP�E
P
(SEE PLANS) t30 CM
MAx. I ,
INSTALL VL' EXPANSION
FORMED OR SAWED
CONTRACTION JOINT.
JOINT EVERT 30' - MATCH
-_3/4" DEEP ITYP)
FAVEMENT� JOINTS IN OAIB B GurTER
NOTE
PLAN A
LONGITUDINAL SLOPE OF SIDEWALK
SHALL
BE'. NO GREATER'T14AN 1:20 (510
TOP OF WALK ELEVATION NOTED ON PLANS
rR
SLOPE 1:50 IM MAX
u
SECTION A -A
NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE FEDERAL. STATE AND LOCAL CODES AND SPECIFICATIONS.
AND TO THE TECHNICAL SPECIFICATIONS INCLUDING, BUT NOT LIMITED TO. SECTION 02200 - EARTWWORK
AND SECTION 03300 - CAST -IN -PLACE CONCRETE.
P CURB RAMPS SHALL BE INSTALLED AT EACH INTERSECTION OR DESIGNATED CROSSWALK
LOCATION AND MUST MEET THE MOST CURRENT ADA STANDARDS AND SPECIFICATIONS AT THE TIME OF CONSTRUCTION.
3. ON ACCESSIBLE ROUTES WHERE SIDEWALK IS LESS THAN W WIDE. PASSING SPACES AT LEAST 5'XV SHALL BE LOCATED
AT REASONABLE INTERVALS NOT TO EXCEED 200'.
RAISED SIDEWALK WITH
THICKENED EDGE DETAIL
NOT TO SCALE
5'-8" LONG
SECTION
HEAVY DUTY
WHEEL STOP DETAIL
NOT TO SCALE
24"
12" 12"
4 4a
VALLEY GUTTER DETAIL
(NCDOT INDEX 646.01)
NOT TO SCALE
OLE WITH NO. 5
;ROUT
NEW PAVEMENT
4" THICK CONCRETE SIDEWALK
RAMP SLOPE NOT TO
EXCEWI:12 (TYP.)
q/
\1/
CURB 16" HIGH). \N
9 GUTTER TYP.
( ) Z
8
R
tA• U
\ C
M
I A F
5' S'MIN. 3' t.USN ;PPE
MIN. FLUSH MIN. FLARED SIDE (TYP.) 2" UR GUR6
CURB MAX SLOPE 190 tppER
PLAN ISOMETRIC VIEW OF RAMP
NOTES: NOTES:
I. CONSTRUCTION OF ACCESSIBLE CURB RAMP SHALL CONFORM TO ALL APPLICABLE 1, CONSTRUCTION OF ACCESSIBLE CURB RAMP SHALL CONFORM TO ALL APPLICABLE
FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. FEDERAL, STATE AND LOCAL CODES AND ORDINANCES.
2. TRANSITIONS FROM RAMPS TO WALKS. GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF 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 - ABRUPT CHANGES. MAXIMLM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY
ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20 (5%) 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 3. CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH OF CURB
RAMP. SEE DETECTABLE WARNING DETAIL. RAMP. SEE DETECTABLE WARNING DETAIL.
4. LONGITUDINAL SLOPE OF SIDEWALK TO BE NO GREATER THAN 1:20 (5%).
CURB RAMP "TYPE B"
CURB RAMP "TYPE A" W/ PERPENDICULAR SIDEWALK
NOT TO SCALE NOT TO SCALE
6" {{{ 8"
1" BATTER— I° BATTER
iR ' ; .; L..SLOPE 1"/FT.
ran SLOPE 3/80/FT.
q:.. pc.
N" 7" 7" II"
ISO 18"
PITCH CURB NORMAL CURB
NOTES:
1. ALL CONCRETE SHALL BE 3,000 PSI.
2. PROVIDE CONTROL JOINTS EVERY TEN FEET (IOT
3. PROVIDE EXPANSION JOINTS EVERY FIFTY FEET (50).
4. PROVIDE EXPANSION JOINT WHERE CURB ABUTS
SIDEWALKS, OR OTHER STRUCTURES.
5. PROVIDE LIGHT BROOM FINISH.
185 STANDARD CURB Et GUTTER
NOT TO SCALE
COMPACTED SUBGRADE
(SEE SPECIFICATIONS AND SOR_ 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.
2. THE SUBGRADE SHALL BE COMPACTED TO SOX 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 I" 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 CURBLINE MUST PASS PROOF ROLL BEFORE THE
CURB IS INSTALLED (IF ANY CURB IS SHOWN).
ASPHALT PAVING SECTION
LIGHT DUTY
NOT TO SCALE
8" GRADED AGGREGATE BASE COURSE (ABC)
COMPACTED TO 100% OF ITS MAX. LABORATORY
DRY DENSITY (ASTM 0-1557)
2" ASPHALTIC SURFACE
COURSE, TYPE SF9.5
.. .. ... ............... .-.
FACE OF WALL
d
.d
a.to
Q
Q'
.d
d
'z CURB
d
N
d Q
GUTTER
d °
i
L COMPACTED SUBGRADE
(SEE SPECIFICATIONS AND SOIL REPORT)
NOTES:
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 BOX 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 )" 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 CURBLINE MUST PASS PROOF ROLL BEFORE THE
CURB IS INSTALLED OF ANY CURB IS SHOWN).
ASPHALT PAVING SECTION
HEAVY DUTY
NOT TO SCALE
51
r 5 li
ASPHALT PAVEMENT
BASE COURSE ���///f�/�.
FLUSH WITH SURFACE FILL WITH JOINT SEALER
I/2"
�--CONCRETE PAVEMENT
COMPACTED SUB -BASE
COMPACTED SUB -BASE
CONCRETE —ASPHALT TRANSITION DETAIL
NOT •
REFER TO PAVEMENT SECTION DETAIL FOR
THICKNESS (Ti) OF CONCRETE PAVEMENT
PREMOLDED EXPANSION
JOINT MATERIAL
EXPANSION JOINT AT CURB
S" 5.000 PSI CONCRETE
S" GRADED AGGREGATE BASE COURSE (ABC)
COMPACTED TO 100% OF ITS MAX. LABORATORY
DRY DENSITY (ASTM D-1557)
\_ COMPACTED SUBGRADE
(SEE SPECIFICATIONS AND SOIL REPORT)
SECTION A —A
CONCRETE PAVEMENT
NOT; TO SCALE
North Carolina
(D
One Call Center
Call Before You Dig
"Its The Law"
1-800-632-4949
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THOMAS
9 HUTTON
i ENGINEERING
CO.
No. F-0871
p
OF AUT gip%
CONTRACT DATE: XX.XX.XX
BUILDING TYPE: LARGE 50 Ni
PLAN VERSION: AUGUST 2012
SITE NUMBER: 12-0276
STORE NUMBER: XXXXX
TACO BELL
4422 SOUTH 17TH STREET
FULTON STATION, NC
a
LARGE 50 M
SHEET TITLE:
PAVING,
GRADING, AND
DRAINAGE
DETAILS
JOB NO: J-24079,0001
DATE: 02-27-2013
DRAWN BY: KWL
DESIGNED: KWL
REVIEWED: JHR
APPROVED:JHR
SCALE:
SHEET NO:
C4*1

•
EDGE OF
PAVEMENT OR
24"
�
FACE OF CURB
O
,
'
6' WHEEL STOP
WHERE SHOWN
1:50 (2%)
4" PAINTED WHITE
IS•
No w
SLOPE MAX
I'
STRIPE (TYP.)
1
4' PAINTED WHITE
i
STRIPE (TYP.)
451
INTERNATIONAL
SYMBOL (WHITE)
.
i
I a�
�.-4•
4 �
60' MIN. FOR STANDARD
ACCESSIBLE SPACE
96" MIN FOR
VAN ACCESSIBLE SPACE
(SEE PLAN FOR LOCATION)
NOTES:
1. STRIPING AND CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE
FEDERAL, STATE AND LOCAL CODES AND SPECIFICATIONS.
2. 2% MAXIMUM SLOPE IN ALL DIRECTIONS WITHIN ACCESSIBLE PARKING
SPACE AND ACCESS AISLE.
3. ONE IN EVERY 8 ACCESSIBLE SPACES SHALL BE SERVED BY AN
8' WIDE ACCESS AISLE AND SHALL BE DESIGNATED "VAN ACCESSIBLE
ACCESSIBLE PARKING SPACE STRIPING DETAIL
NOT TO SCALE
W-0" TYPICAL
TYPICAL PARKING SPACE
NOT TO SCALE
ROUND CAP W/
6" DIAMETER STEEL PIPE — 7'
FILL WITH CONCRETE­�
4'
PAINT PIPE, COLC
TO BE APPROVED
BY OWNER
PAVEMENT
OVOVOVOVOVT I I 0000000U00
_o_o_o_o_o
. I I
14 P
SET IN ONE CU. YD.
OF CONCRETE
I° I °
i ICI i
I
i °L J 1
BOLLARD DETAIL
NOT TO SCALE
LEGEND AND BORDER -
REFLECTORIZED GREEN
BACKGROUND -
REFLECTORIZED WHITE
SYMBOL-
REFLECTORIZED
BLUE AND WHITE
PER NC STATE BUILDING
CODE DETAIL R7-8D
LEGEND AND BORDER -
REFLECTORIZED GREEN
BACKGROUND -
REFLECTORIZED WHITE
m
CLASS 2 OR 3 BACKFILL—"� \ BC _
TO BE PLACED IN LAYERS -1—I III_
8" MAX. COMPACTED DEPTH III Bd SHALL NOT BE GREATER
COMPACTED TO A DENSITY _
REQUIRED BY SPECIFICATIONS THAN Bc PLUS 2' FOR
PIPES UP TO AND INCLUDING
Ell III: z 30" AND 3' FOR PIPES
f GREATER THAN 30" TO
PIPE ZONE I I N_ PERMIT SATISFACTORY
(� 1- JOINTING AND TAMPING
II I I—� OF BEDDING MATERIAL
UNDER B, AROUND PIPES.
I_II I I— PARENT MATERIAL COMPACTED
TO 95% MAX. DRY DENSITY USING
STANDARD PROCTOR COMPACTION
II ( (III TEST.
III 111
7,
c0
ALL STORM PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP). CONFORMING
TO ASTM C-76 CLASS III, UNLESS OTHERWISE NOTED -
STORM LINE BEDDING DETAIL
NOT TO SCALE
NEW PAVEMENT
—11 Bd SHALL NOT BE GREATER
III (—i THAN BC PLUS 2' FOR
—) I 111- 12" MIN PIPES UP TO AND INCLUDING
WHERE 30" AND 3' FOR PIPES
PIPE ZONE APPLICABLE GREATER
JOINTING AND TAMPING
1) Ii 1 OF BEDDING MATERIAL
UNDER 8 AROUND PIPES.
PARENT MATERIAL COMPACTED
(I TO 95% MAX. DRY DENSITY USING
STANDARD PROCTOR COMPACTION
�I i III TEST.
NOTE:
ALL JOINTS SHALL BE WRAPPED WITH FILTER FABRIC
STORM LINE BEDDING DETAIL FOR PAVED AREAS
NOT TO SCALE
5"
a
MAXIMUM
PENALTY
$250
VAN
I" (TYP.)
WHERE APPLICABLE
ONLY
HANDICAPPED PARKING SIGN
NOT TO SCALE
LEGEND AND BORDER
REFLECTORIZED WHITE
BACKGROUND
REFLECTORIZED RED
SOLID WHITE STOP BAR 24' WIDE
246
STOP BAR
NOT TO SCALE
A
Lf�
SIGN
i E
10
S INCHES
A
8
C
D E
F
MIN—?4
5 B
8
BC
4
10
S 0.
30
4
10
IOC
5
12.5
LETTER INDICATES
STANDARD ALPHABET SERIES
STOP SIGN DETAIL
NOT TO SCALE
RIM: 42.00
INV: 38.00
BOTTOM:3
0
15" ADS N-12
FLOW
O
5'
3.25'
N
0.5' 0.5' 1.25' 0.5'
a
in
I
� G
a
c�
10
c
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c
I
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JUNCTION BOX (JB#3) DETAIL
MODIFIED w/ WEIR
NOT TO SCALE
'JOINTS SHALL BE WATER TIGHT
WITH FLEXIBLE RUBBER GASKETS
';.;.'.;.;.;J.;.;.j.�.;0.;.•.4;.;.��;.;Z
:;,.;;.*40
vFM
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a
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�� -
18" RCP
FLOW
EACH SECTION IS JOINED UP, THE CONTRACTOR SHALL FILTER FABRIC WRAPPED
PLACE TWO (2) LAYERS OF FILTER FABRIC AROUND THE AROUND PIPE JOINTS
JOINT, A MINIMUM OF FOUR FEET WIDE, CENTERED ON THE
JOINT.
2. FILTER FABRIC SHALL BE A NON -WOVEN HEAT -BONDED
FIBER OF POLYPROPYLENE AND NYLON FILAMENTS
EQUIVALENT TO MIRAFI 140 N.
CONCRETE PIPE JOINT DETAIL
NOT TO SCALE
North Carolina
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THOMAS
9 HUTTON
ENGINEERING
CO.
p No. F-0871 r r�
/A 4-8-13 REVISED PER NCDENR I
CONTRACT DATE: XX.XX.XX
BUILDING TYPE: LARGE 50 Ni
PLAN VERSION: AUGUST 2012
SITE NUMBER: 12.0276
STORE NUMBER: XXXXX
TACO BELL
4422 SOUTH ITT H S BEET
FULTON STATION, INC
SHEET TITLE:
PAVING,
GRADING, AND
DRAINAGE
DETAILS
JOB NO: J-24079.0001
DATE:
02-27-2013
DRAWN BY:
KWL
DESIGNED:
KWL
REVIEWED:
JHR
APPROVED:JHR
SCALE:
SHEET NO:
C492
1 _.

CONCEPTUAL LAYOUT
(212) STORMTECH SC-310 CHAMBERS
INSTALLED WITH 6" COVER STONE, 6" BASE STONE, 40% STONE VOID
INSTALLED SYSTEM VOLUME (PERIMETER STONE INCLUDED) = 7,169 CF
128,46'
ADS N-12 MANIFOLD TO HANDLE 1.8 CFS MAX.
INLET FLOW RATE (SEE TECH SHEET #7 FOR
MANIFOLD SIZING GUIDANCE ( SHOWN AS 15" X 8"
/ INVERT 5.8" ABOVE BASE OF CHAMBER)
PLACE MINIMUM 12.5' OF AASHTO M288
CLASS 1 WOVEN GEOTEXTILE OVER
BEDDING STONE FOR SCOUR PROTECTION
AT ALL CHAMBER INLET ROWS
ISOLATOR ROW
ISOLATOR ROW
ACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMS
MATERIAL LOCATION
DESCRIPTION
AASHTO M43
COMPACTION/DENSITY REQUIREMENT
DESIGNATION
OFILL MATERIAL FOR LAYER TY STARTS FROM THE -
`
ANY.SOILIROCK MATERIALS, NATIVE SOILS,
PREPARE PER ENGINEER'S PLANS. PAVED INSTALLATIONS
MAY HAVE STRINGENT MATERIAL AND PREPARATION
TOP OF THE'C' LAYER TO: THE BOTTOM OF
OR PER ENGINEER'S PLANS. CHECK PLANS
N/A
FLEXIBLE PAVEMENT OR UNPAVE&f]NISH GRADE --
- FOR PAVEMENT SUBGRADE REQUIREMENTS.
REQUIREMENTS.
ABOVE. NOTE THAT PAVEMENT SUB43ASE MAY BE
PART OF THIS LAYER.
FILL MATERIAL FOR LAYER'C' STARTS FROM
C
GRANULAR WELL -GRADED SOIUAGGREGATE
3, 357. 4. 467, 5, 56, 57,
BEGIN COMPACTION AFTER 12" [305 mm) OF MATERIAL OVER
THE CHAMBERS IS REACHED. COMPACT ADDITIONAL
THE TOP OF THE EMBEDMENT STONE TO 18'
MIXTURES, c35% FINES. MOST PAVEMENT SUB-
6. 67. 68. 7, 78, E. 89, 9,
[457 mmj ABOVE THE TOP OF THE CHAMBER.
BASE MATERIALS CAN BE USED IN LIEU OF
t0
LAYERS IN 6• [752 mm] LIFTS TO A MIN, 95% STANDARD
NOTE THAT PAVEMENT SUB -BASE MAY .BEA
THIS LAYER.
PROCTOR DENSITY. ROLLER GROSS VEHICLE WEIGHT NOT
PART OF THIS LAYER.
TO EXCEED 12,0001bs [53 kNj. DYNAMIC FORCE NOT TO
EXCEED 20,0001bs [89 kNI.
EMBEDMENT STONE SURROUNDING THE
CLEAN, CRUSHED,. ANGULAR STONE,
NO COMPACTION REQUIRED.
© CHAMBERS FROM THE FOUNDATION STONE
NOMINAL SIZE DISTRIBUTION
3. 357, 4, 467, 5,
TO THE'C'LAYER ABOVE.
BETWEEN 3/4-:2INCH 119-51 mmj
56,57
FOUNDATION STONE BELOW CHAMBERS FROM
CLEAN, CRUSHED, ANGULAR STONE,
PLATE COMPACT OR ROLL TO ACHIEVE A 95 % STANDARD
O THE SUBGRADE UP TO THE FOOT (BOTTOM) OF
NOMINAL SIZE DISTRIBUTION
3. 35, 4, 467, 5,
PROCTOR DENSITY '.
THE CHAMBER.
BETWEEN 3/4 - 2 INCH [19 - 51 mm]
56,57
PLEASE NOTE:
1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEW, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4
STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO M43) STONE".
2. AS AN ALTERNATE TO PROCTOR TESTING AND FIELD DENSITY MEASUREMENTS ON OPEN GRADED STONE, STORMTECH COMPACTION REQUIREMENTS ARE MET FORA'
LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" [229 mm] (MAX) LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR.
r,I 18" [457 mm] 96" [2438 mm]
,i,,.,.,,,AAW MAX.
ne oESlcr+Err.u+EPnsww�vJ THi3 GRArxr�pwcaro.
co"rrRucTro" rt,s nrt uLnwLTs. RESPor+sl®un oP n$ oPSIG�I
6N31NEEP TOENSINE ThMT TrR_pfpWCT(SIGEAICiEGA"OALL
aA50GMTF0 DETAIS AERALL A.P:ICABIE lA1V&, 0.EGIaATIM15 aw
+u�u mwuwcEmnvs..c. PflOIECTPEGUREI,ENfb
STORMTECH ACCEPTABLE FILL
NITS
-.-...�.n+..
s.aFbc"afmmomrAampanaM- DATE:
mlanoce w.�_snr<x IPO-^M"�L etas"aT DRAWN
RN'E 46@Ix-26F I FA%'. BGnIIE&C, _ _
13.77'
CHAMBERS SHALL MEET ASTM F2922
"STANDARD SPECIFICATION FOR
POLYETHYLENE(PE)CORRUGATED WALL
STORMWATER COLLECTION CHAMBERS"
NOMINAL 3/4" - 2" (19 mm - 51 mm)
CLEAN, CRUSHED, ANGULAR STONE
(AASHTO M43 #3 THROUGH #57
STONE SIZES ALLOWED) -�
ADS 601 NON -WOVEN
GEOTEXTILE (OR
EQUAL) ALL AROUND
ANGULAR STONE
SC-310 END CAP
HOODED INLET HI #1
(NCDOT INDEX 840.02)
ADS N-12 MANIFOLD TO HANDLE 2.5 CFS MAX.
INLET FLOW RATE (SEE TECH SHEET #7 FOR
MANIFOLD SIZING GUIDANCE / SHOWN AS 15" X
8" / 8" STUB INVERT 5.8" ABOVE BASE OF
CHAMBER)
(OUTLET FLOW RATE: 2.7 CFS MAX.)
II IAI(`TInKI Rf1Y I91$1
6" [152 mm] MIN.
STORMTECH GENERAL NOTES
1. STORMTECH REQUIRES INSTALLING CONTRACTORS TO USE
6.
STONE PLACEMENT BETWEEN CHAMBERS ROWS AND AROUND
AND UNDERSTAND STORMTECH'S LATEST INSTALLATION
PERIMETER MUST FOLLOW INSTRUCTIONS AS INDICATED IN THE
INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLATION.
MOST CURRENT VERSION OF STORMTECH'S INSTALLATION
INSTRUCTIONS.
2. OUR TECHNICAL SERVICES DEPARTMENT OFFERS
INSTALLATION CONSULTATIONS TO INSTALLING CONTRACTORS.
7.
BACKFILLING OVER THE CHAMBERS MUST FOLLOW
CONTACT OUR TECHNICAL SERVICES REPRESENTATIVE AT
REQUIREMENTS AS INDICATED IN THE MOST CURRENT VERSION
LEAST 30 DAYS PRIOR TO SYSTEM INSTALLATION TO ARRANGE
OF STORMTECH'S INSTALLATION INSTRUCTIONS.
A PRE -INSTALLATION CONSULTATION. OUR REPRESENTATIVES
CAN THEN ANSWER QUESTIONS OR ADDRESS COMMENTS ON
8.
THE CONTRACTOR MUST REFER TO STORMTECH'S
THE STORMTECH CHAMBER SYSTEM AND INFORM THE
INSTALLATION INSTRUCTIONS FOR A TABLE OF ACCEPTABLE
INSTALLING CONTRACTOR OF THE MINIMUM INSTALLATION
VEHICLE LOADS AT VARIOUS DEPTHS OF COVER. THIS
REQUIREMENTS BEFORE BEGINNING THE SYSTEM'S
INFORMATION IS ALSO AVAILABLE AT STORMTECH'S WEBSITE:
CONSTRUCTION, CALL 1-888-892-2694 TO SOEAK TO A
WWW.STORMTECH.COM. THE CONTRACTOR IS RESPONSIBLE
TECHNICAL SERVICES REPRESENTATIVE OR VISIT WWW.
FOR PREVENTING VEHICLES THAT EXCEED STORMTECH'S
STORMTECH.COM TO RECEIVE A COPY OF OUR INSTALLATION
REQUIREMENTS FROM TRAVELING ACROSS OR PARKING OVER
INSTRUCTIONS.
THE STORMWATER SYSTEM. TEMPORARY FENCING, WARNING
TAPE AND APPROPRIATELY LOCATED SIGNS ARE COMMONLY
3. STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH PAVEMENT
USED TO PREVENT UNAUTHORIZED VEHICLES FROM ENTERING
DESIGN (ASPHALT, CONCRETE PAVERS, ETC.):MINIMUM COVER
SENSITIVE CONSTRUCTION AREAS.
IS 18" [457 mm] NOT INCLUDING PAVEMENT; MAXIMUM COVER IS
96" [2438 mm] INCLUDING PAVEMENT. FOR INSTALLATIONS THAT
9.
THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT
DO NOT INCLUDE PAVEMENT, WHERE RUTTING FROM VEHICLES
CONTROL MEASURES TO PROTECT THE STORMWATER SYSTEM
MAY OCCUR, MINIMUM REQUIRED COVER IS 24R [610 mm],
DURING ALL PHASES OF SITE CONSTRUCTION PER LOCAL
MAXIMUM COVER IS 96" [2.438 m].
CODES AND DESIGN ENGINEER'S SPECIFICATIONS.
4. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH
10.
STORMTECH PRODUCT WARRANTY IS LIMITED, SEE CURRENT
CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO
PRODUCT WARRANTY FOR DETAILS. TO ACQUIRE A COPY CALL
THE DESIGN ENGINEER.
STORMTECH AT 1.888.892-2694 OR VISIT WWW.STORMTECH.COM
5. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE'(FILTER
FABRIC) MUST BE USED AS INDICATED IN THE PROJECT PLANS.
TFE]�SGNEMipIEERStiAL•. pEV-W'}95IXtAN9Mu'Pflp0.I0
ccessRucr� r.�sn+Eixnw.reRssFa�siau*rof*�oEswn
T%v
STORMTECH GENERAL NOTES
^�
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AnocumG<TTAns ea:ErAu.pnicAatE uws. PEcuuT.o"S:NSt
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sPeRvlxRglm'malxAbp"0"ment-
DATE: 3/30/10
wvw:[D.^xnm-s: ay.,�r a.,r.•
GfW.'ECTREOUPE4£NTS.
mlmvCoc Row.swTEa ;ROCKY nIu.RwFa7
DRAWN BY: KLJ
NaRE'.eawxnew lFAC. esnaaao+
x^rvwsroRw �w.ecu
CHECKED:
CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH
ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL
DESIGN OF THERMOPLASTIC CORRUGATED WALL
STORMWATER COLLECTION CHAMBERS".
GRANULAR WELL GRADED SOILIAGGREGATE MIXTURES,
<35% FINES. COMPACT IN 6" LIFTS TO 95% STANDARD
PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE
FILL MATERIALS
PAVEMENT
34"
[864 mm]
9
52 mm) MIN. FL-4013
12" (305 mm] MIN.
THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO LFRD BRIDGE DESIGN SPECIFICATIONS
SECTION 12.12 FOR EARTH AND LIVE LOADS WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES,
SC-310 TYPICAL CROSS SECTION
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DATE: 08-22-12
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PROJECT nOUREll MS
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DRAWN BY: JLM
P"O,:E P69ER "_. i FA[ swaxaao+
STORMWATER CHAMBER SPECIFICATIONS
1. CHAMBERS SHALL BE STORMTECH SC-740, SC-310 OR APPROVED EQUAL.
2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS
TESTED USING ASTM STANDARDS.
3. CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR
STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION
CHAMBERS"
4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO
INTERNAL SUPPORT PANELS.
5, THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL AND THE
INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET FOR: 1) LONG -DURATION
DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH
CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCE.
6. ONLY CHAMBERS THAT ARE APPROVED BY THE ENGINEER WILL BE ALLOWED. THE CONTRACTOR
SHALL SUBMIT (3 SETS) OF THE FOLLOWING TO THE ENGINEER FOR APPROVAL BEFORE
DELIVERING CHAMBERS TO THE PROJECT SITE:
a. A STRUCTURAL EVALUATION BY A REGISTERED STRUCTURAL ENGINEER THAT
DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE
DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET. THE 50-YEAR CREEP MODULUS
DATA SPECIFIED IN ASTM F2922 MUST BE USED AS A PART OF THE AASHTO
STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE.
7. CHAMBERS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.
8. ALL DESIGN SPECIFICATIONS FOR CHAMBERS SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S LATEST DESIGN MANUAL.
9. THE INSTALLATION OF CHAMBERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST
INSTALLATION INSTRUCTIONS,
P"
T.4 GESIGNeNWNEERSIMLL 0.EVEW THSORAYfiRG pPoOq TO L.T4IPoX:!pN.
IT le T"E :Y.TINAIE RESP^NA&lI)\ OF THE CESIGN Eli(iAEEq ro JlB,fff TINT
T+E pFWI,Ci� pfpFTFD NA PL' ASNC14TE0 CETNLSRIlET4.l AOPl1CA8:E
LAWS. RfiGY�Anq,S. Aw FR6fGl REpagEYEMS
T*w STORMWATER CHAMBER SPECIFICATIONS
SCALE. NIA
S,mRAlx,sm.rMawce,nenr DATE: B/09I11
mm)v000roAG,swTca iRoc"rwLL cro 7 DRAWN BY_ KW
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_9
THOMAS '
S HUTTON
c ENGINEERING
CO.
No. F-0871 :° Z
O0
OF
CONTRACT DATE:
XX.XX.XX
BUILDING TYPE:
LARGE 50 Ni
PLAN VERSION:
AUGUST 2012
SITE NUMBER:
12-0276
STORE NUMBER:
)0()=
TACO BELL
4422 SOUTH 17TH STREET
FULTON STATION, NC
SHEET TITLE:
DRAINAGE
DETAILS
(STORMTECH)
JOB NO: J-24079.0001
DATE:
02-27-2013
DRAWN BY:
KWL
DESIGNED:
KWL
REVIEWED:
JHR
APPROVED:JHR
SCALE:
1" = 1'
SHEET NO:
C4*5

Zm
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COVER ENTIRE ROW WITH ADS 601
��
NON -WOVEN GEOTEXTILE (OR EQUAL)
SC-740: 8' [2.4 m] WIDE STRIP
INSPECTION PORT (SEE STORMTECHSC-310: 5' [I.5 m] WIDE STRIP
INSPECTION PORTRTDETAIL)­,
WOVEN GEOTEXTILE (OR
c Vucit_1 oai ncuv rwrvJATION STONE AND CHAMBERS
SC-740: 5'-6" [I.7 m] WIDE STRIP
SC-310: 4'-0" [1.2 m] WIDE STRIP
T,E JE4GNE"GWEER 5"AJ REVIEW MHJSiYMMMIi MPo TC
^.QVSAUC'Gu. •iS hIE UL'IA1a-E RESMNSi@UTV CF THE "JEsip
ENG.NEER T09Kufff' WtT 1NE FHOOLCT(530EPiCTE.JM10 R:L
a530.^M1FD ]eTL15 RE'c-4LL NPLICPB:F 1Aw5. 5EG;AAi10NS ING
NOTES:
1. INSPECTION PORT MUST BE CONNECTED THROUGH
KNOCK -OUT LOCATED AT CENTER OF CHAMBER.
2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT
CEMENTED.
NYLOPLAST 12" [300 mm] INLINE DRAIN
BODY W/ 12" [300 mm] SOLID HINGED
COVER AND FRAME (SEE NYLOPLAST
DWG# 7003-110-044 FOR PAVED
APPLICATIONS / SEE DWG# 7003-110-045
FOR UNPAVED APPLICATIONS)
SC-310 CHAMBER
NOMINAL 3/4 - 2 INCH [19 mm - 51 mm]
CLEAN CRUSHED ANGULAR STONE
m5-
STORMTECH END CAP
ISOLATORT" ROW PROFILE
w4urt"eSfamwmauni•
DATE: 6/1,v
m nnvom oxn. surtE.i :RxN*xe�nsr DRAWN BY: KLJ
PrgaE: 886893.]de IAX Etd3 Mcl
vmve rowrEoxcou CHECKED:
4" [100 mm] SCHED 40 SCREW -IN CAP
- CONCRETE COLLAR
PAVEMENT
4" [100 mm] SCHED 40 PVC
4" [100 mm] SCHED 40 PVC COUPLING
4" 4" [100 mm] SCHED 40 PVC
[102 mm]
V
CORE 4.5" [114 mm] 0 HOLE IN
CHAMBER (4.5" HOLE SAW REQ'D)
ACCEPTS 4" [100 mm] SCH 40 PVC
PIPE FOR INSPECTION PORT
90.7" [2304 mm] ACTUAL
85.4" [2169 mm] INSTALLED --{
START END
OVERLAP NEXT CHAMBER HERE
(OVER SMALL CORRUGATION)
BUILD ROW IN
THIS DIRECTION
�A I
16" [406 mm] I
t 1
B
[864 mm]
C
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W x H x INSTALLED LENGTH) 34.0" x 16.0" x 85.4" [864 mm x 406 mm x 2169 mm]
CHAMBER STORAGE- 14.7 CUBIC FEET [0.42 m']
MINIMUM INSTALLED STORAGE 31.0 CUBIC FEET [0.88 m-1
WEIGHT 35 Ibs. [16.8 ks1
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
PART#
STUB
A
B
C
SC310EPE06T
6" [150 mm]
9.60" 44 mm
5.80" 147 mm
N/A
SC310EPE06B
6" 150 mm
9.60" 44 mm
N/A
0.50" 13 mm
SC310EPE08T
8" 200 mm
11.90" 302 mm
3.50" 89 mm
N/A
SC310EPE08B
8" 200 mm
11.90" 302 mm
N/A
0.60" 15 mm
SC310EPE10T
10" 250 mm
12.70" 323 mm
1.40" 36 mm
N/A
SC310EPE10B
10" 250 mm
12.70" 23 mm
N/A
0.70" 18 mm
*SC310EPE12B
1 12" [300 mm]
13.50" 1`343 mm]
N/A
0.90" [23 mm]
It
0
0
C
D
O
0
}
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Z:• THOMAS •,9
® HUTTON
E ENGINEERING
CO.
No. F-0871 A�
A
i''��hh4 OF AV,q �l�
CONTRACT DATE:
XX.XX.XX
BUILDING TYPE:
LARGE 50 Ni
PLAN VERSION:
AUGUST2012
SITE NUMBER:
12-0276
STORE NUMBER:
XXXXX
TACO BELL
4422 SOUTH 17TH STREET
FULTON STATION, NC
a
mmxiu
LARGEi
SHEET TITLE:
DRAINAGE
DETAILS
(STORMTECH)
ALL STUBS, EXCEPT FOR THE SC310EPE12B ARE PLACED AT BOTTOM OF END CAP
JOB NO: J-24079.0001
ADS 601 NON -WOVEN GEOTEXTILE I
SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE
DATE: 02-27-2013
(OR EQUAL)
END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694.
DRAWN BY: KWL
*FOR THE SC310EPE12B THE 12" [300 mm] STUB LIES BELOW THE BOTTOM OF THE END
DESIGNED: KWL
CAP APPROXIMATELY 0.25" [6 mm]. BACKFILL MATERIAL SHOULD BE REMOVED FROM
REVIEWED: JHR
CONNECTION DETAIL
BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.
APPROVED: JHR
NTS
SCALE: 1" = i'
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P+ONE'. 89&BQs,= :FMFfW[B&l`t
�swx.saunrec"ceR
SC-310 INSPECTION PORT DETAIL
'..
SCALE: NTS -.
DATE: 6/15/11
DRAWN BY: KLJ
CHECKED:
NOTE: ALL DIMENSIONS ARE NOMINAL
t►a,... zih SC-310 TECHNICAL SPECIFICATIONS
SCALE: NTS
smR.wm :DATE: 3/30110
mamoonRwo,su aiRxxrTPPu,crawn: DRAWN BY: KW
PNq$: BEA.B52YAi iFP)L"IFB.V88gP: .... ....f.`
SHEET NO:
C4*6