SW8100917_APPROVED PLANS_20110131

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O°I1'I
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z o 11 G t 31
YYYYMMDD

HW1'17
s�A 0
� N
SITE
F-
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M NORTH
VICINITY MAP
NOT TO SCALE
EXISTING UTILITY OWNER
WATER AND SEWER
TOWN OF SHALLOTTE PUBLIC WORKS
106 Cheers Street
Shallotte, North Carolina 28470
910-754-4032
Contact: Albert Hughes
Know what's below.
Call before you dig.
CIVIL ENGINEER
4D SITE SOLUTIONS, INC.
409 Chicago Drive - Suite 112
Fayetteville, North Carolina 28306
910-426-6777
Contact: Scott Brown, PE
email: [e-mail]
C 1.1 - E14
;
C2.1 - SI
C3.1 - G
C4.1 - UT
C5.1 - C5
C6.1 - LA
GENERAL CONTRACTOR
ENVIRONMENTS UNLIMITED, INC.
215 South Kerr Avenue
Wilmington, NC 28403
910-399-6717
Contact: John Cockrum
email: [e-mail]
NSHIP
RTH
LINT I
C7.1 -
C7.2 -
C7.3 -
C7.4 -
C7.5 -
SURVEYOR
4D SITE SOLUTIONS, INC.
409 Chicago Drive - Suite112 . -
Fayetteville, North Carolina 28306
910-426-6777
Contact: Jimmy Holland, PLS
.. ....
email: [e-mail]
EROSION CONTROL & WATER DETAILS
SITE DETAILS
i
STORM & SANITARY SEWER DETAILS
STORM DETAILS
i
STORM DETAILS
APPROVED
M CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
', F3Aa*�«.�c✓ ^r '2C1c7
to-16'-1lo- I .Ic)
OWNER/DEVELOPER
FAMILY FOODS, INC.
10191 Ramsey ,Street--- -
APPROVED c��
Linden, NC 28356 NOM CAROLINA ENVIRONME
MANAGEMENT COMMISSI01
910-323-9700 DIVISION OF WATER GUAM
Contact: Ben Goetz, PE
email: [e-mail]
409 Chicago Drive - 5uite 112
FayetkeviLLe, Nohh Carolina 28306
Phone
Fax (9 o))1426-5777
License Number: C-2354 \�
60LUTION,, INC
AERow ZNGAJutLINGAGvsACONSWucTomLAYOUTh,
REVISIONS
PROJECT NAME
SHALLOTTE
TACO BELL
4461 MAIN STREET
TAX ID# 1820013401
MAIN STREET (NC HWY 17)
LOCKWOOD FOLLY
TOWNSHIP
TOWN OF SHALLOTTE
BRUNSWICK COUNTY
NORTH CAROLINA
CLIENT
FAMILY FOODS,
INCORPORATED
10191 Ramsey Street
Linden, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
542
DRAWING SCALE
SEE SHEETS
DATE RELEASED
OCTOBER 15, 2010
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4649 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED

W
w
hp�o� N
NB�cNRoao S
NOFrrH
VICINITY MAP
NOT TO SCALE
LEGEND:
EPK0 EPK—EXISTING PK NAIL
ERB0 ERB—EXISTING REBAR
cP o CP—COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
CMP — CORRUGATED METAL PIPE
CPP — CORRUGATED PLASTIC PIPE
DI — DROP INLET
PROPERTY LINE
— ADJACENT PROPERTY LINE
—TIE LINE
RIGHT—OF—WAY
-- — - —- —-— SETBACK LINE
so STORM DRAINAGE
WE WATER LINE
UGE UNDERGROUND ELECTRIC
OVERHEAD UILITY
TREE LINE
x 208.47'SPOT ELEVATION
BENCHMARK
EB ELECTRICAL BOX
PPS UTILITY POLE
C GUY WARE
727 TELEPHONE PEDESTAL
D4 WATER VALVE
FIRE HYDRANT
III] DROP INLET
"C0 CLEANOUT
S TREE
ASPHALT
CONCRETE
AREA: (BY COORDINATE COMPUTATION)
40,997 SF (0.94 AC)
PIN N0: 1820013401
ZONING: SH—HB
REFERENCES:
DB 589, PG 579
DB 2540, PG 1213
DB 3040, PG 884
NOTES:
1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2) COMBINED SCALE FACTOR: 1.00011486
LOCALIZATION POINT N: 85,942.851 E: 2,191,828.692
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
VIRTUAL REFERENCE SYSTEM.
3) LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
4) NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
5) THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE
SEARCH AND IS BASED ON REFERENCED INFORMATION
SHOWN HERE ON. OTHER DOCUMENTS OF RECORD MAY
EXIST WHICH COULD AFFECT THIS PROPERTY. NO
RESPONSIBILITY IS ASSUMED BY THIS SURVEYOR FOR
ANY CONDITIONS WHICH MAY PRESENTLY EXIST BUT
ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
6) LOCATIONS OF ALL UNDERGROUND UTILITIES LYING
WITHIN THIS MAPPED AREA MAY NOT BE SHOWN ON
THIS PLAN. DEVELOPERS OR CONTRACTORS SHOULD
NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT
SHOULD ALSO ALLOW FOR CONTINGENCIES WHICH
MIGHT ARISE BY REASON OF ENCOUNTERING
UNRECORDED LINES OR OF LINES BEING IN DIFFERENT
LOCATIONS THAN INDICATED ON THIS SURVEY.
7) THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE
ACCORDING TO MAP # 3720109800J OF THE FLOOD
INSURANCE RATE, DATED JUNE 2, 2006.
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
UNDER MY SUPERVISION. THIS GPS SURVEY WAS PERFORMED
TO C-211 FGCC SPECIFICATIONS RTK GPS WITH VRS FIELD
PROCEDURES WERE USED. THE COORDINATES WERE OBTAINED
THROUGH A GRID TO GROUND ADJUSTMENT USING THE
COMBINED SCALE FACTOR SHOWN HEREON. THIS SURVEY WAS
PERFORMED QN AUGUST 28, J010 USING TWO TRIMBLE 5700
RECEIVERS. 1 .1%
PKOFESSIONAL LAND SURVEYOR — L-4571
Is
I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C"
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE
CODE 21.P6.1605 AND 21.;6.1606. WITNESS MY HAND AND
SEAL THIS —4_ D" OF OCTOBER— , A.D., 2010.
— L-4571
i
AA
DI #8337
\ GRATE 26.05
INV IN 23.62 DI #8267
INV OUT 23.28 GRATE 27.35
\ INV IN 25.27
28 SHALLOTTE APARTMENTS, LLC INV OUT 24.89
DB 3040, PG 884
f 'b /'`� PARCEL #18200156 sD —5D
\ 21 ZONED: R-7 —_ MMMMMMM SD OMMMMI 12" CPP
—MM So —5„ CPP
So
10 �� SD ��� s/B..
ERB
ERB____-- I7
/ \ cc�•t z'M"W 152.44•
1I
i
N/F
MILLIKEN AND LENNON INC.
DB 589, PG 579
PARCEL #1820013401
ZONED: HB
O
1/2"
ERB
TBM: 4D NL #1
N: 2.851
E: 2,191,8191,828.692
ELEV: 25.88
NC GRID NAD 83
(NSRS 2007)
NAVD 88
�.—.
RB 2 13
SWEET GUM
18" PINE
18' PINE 14"®
OAK 14"
10" SWEET
10" ® SWEET GUM
SWEET GUM
25 24 25
m'
SWEET GUM ® ® 18"
14 18" SWEET GUM
SWEET GUM A SWEET GUM
10" & 6-
SWEET GUM
0"
SWEET GUM
9
SWEET GUM
ET GUM
6
MEET GUM
14"
SWEET GUM
1]' PINE
N� \
24"
BLACK GUN
\
18"
SWEET GUM
® ® N
'
8" PINE
12" PINE
! 14" LIVE OAK
12" HARDWOOD 12" PINE 18" MAPLE
8" PINE
® 12" PINE
12" PINE
12' HARDWOOD n
M
a
n
® N
® 8" HARDWOOD 3
® 12" PINE 10' PINE
N N 12" PINE ® 18, PINE SWEET GUM O
U3 12" PINE
OQC`N ® ® 12 ®NE TO ®ET"GUM Z_ N
W 10" PINE 12 PINE v SWEET GUM
0
!n ® 12- PINE
QC, 2" PINE
® 15- PINE 13" RED
N 12" PINE ® MAPLE
49
N 10"®NE 12' PINE ry 12" PINE
10" PINE 12" PINE 12" PINE
8" PINE#®
12" PINE 12`®INE ® ]" PINE
9" PINE
® ® 12" PINE 12" PINE 10" PINE
® 9" PINE
12 PINE 10' PINE 9' PINE
10" PINE ® 10' PINE 12" PINE 9" PINE
® 15" PINE
6" PINE 10- PINE
® 10" PINE
10' PINE 10" PINE 8" PINE
® 2" PINE 19
15" PINE
12" PINE
HARDWOOD
8" PINE
® 12 PINE 9" ®E 15" PINE
12" PINE
9" PI)PINE
® ® 12' PIM1_ ® 12" PINE
12- PINE 15' PINE 12" PINE
9" PINE
12" PINE
N�
12'
HARDWOOD 12" PINE
®PINE 12' PINE 15" PINE
(4) 24"12'®NE
HARDWOOD12" PINE 12' PINE 12' PINE
12®INE E t0" PINE 12" PINE
12- PINE 12" PINE N
N/F (z) g.
MILLIKEN AND LENNON INC. SWEET GUM
DB 589, PG 579
12' PINE ® 12" PINE)
12' PINE
N/F
ROXANNE SULLIVAN &
RANDOLPH L. SULLIVAN
DB 2540, PG 1213
PARCEL #18200134
ZONED: HB
12" PINE I
r
M
US HWY 17 BUSINESS (OLD MAIN STREET) GRAPHIC SCALE
100' R/W
( IN FEET )
1 inch = 20 ft.
409 Chicago Drive - `June 112
FayeH:e✓0.e, North Carolina 28506
Fax: (9 09142E 5777`\\
License Number C-2554
4 d 51TI1
�5oLUTION�5 INC
A ENNINECRINN A `+URJEYINN A NPR A CONSTRUCTION UYoul A
REVISIONS
PROJECT NAME
SHALLOTTE
TACO BELL
4461 MAIN STREET
EXISTING
CONDITIONS
CLIENT
FAMILY FOODS,
INCORPORATED
10191 Ramsey Street
Linden, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
WES
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
542
DRAWING SCALE
HORIZONTAL: 1 "=20'
[DATE SURVEYED
AUGUST 28, 2010
SHEET NUMBER
C
-1 a 1

w
w
H04 p�Ne�CyR pqp ¢ _
� NARTN
VICINITY MAP
NOT TO SCALE
LEGEND:
EPKO EPK-EXISTING PK NAIL
ERB0 ERB-EXISTING REBAR
cP o CP-COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
CMP - CORRUGATED METAL PIPE
CPP - CORRUGATED PLASTIC PIPE
DI - DROP INLET
PROPERTY LINE
— ADJACENT PROPERTY LINE
— —TIE LINE
RIGHT-OF-WAY
---- -SETBACK LINE
sa STORM DRAINAGE
n WATER LINE
UGE UNDERGROUND ELECTRIC
OVERHEAD UILITY
TREE LINE
x 208.47'SPOT ELEVATION
BENCHMARK
Ee ELECTRICAL BOX
PP• UTILITY POLE
C GUY WARE
M TELEPHONE PEDESTAL
D4 WATER VALVE
FIRE HYDRANT
010 DROP INLET
"C0 CLEANOUT
S TREE
ASPHALT
CONCRETE
SITE DATA
OWNER
MILLIKEN AND
LENNON, INC
MAILING ADRESS
PO BOX 248
CITY, STATE
SUPPLY, NC
28462
PIN NUMBER
109809158717
TOTAL SITE ACREAGE
0.94 ACRES
ACREAGE TO BE DEVELOPED
0.94 ACRES
ZONING
HS
EXISTING USE
NONE
GENERAL USE
RESTAURANT
DISTURBED/DENUDED AREA
1.1 ACRES
IMPERVIOUS AREA:
BUILDINGS
2,365 SF
PAVEMENT/SIDEWALK
21,026 SF
TOTAL
23,391 SF
SETBACKS REQUIRED:
FRONT
20 FT
SIDE (MINIMUM)
10 FT
REAR
20 FT
PARK NG-
REQUIRED
18 SPACES
51 SEATS/4 = 13 SPACES +
9 EMPLOYEES/2
= 5 SPACES
PROPOSED (WITHOUT HANDICAP)
24 SPACES
HANDICAP
2 SPACES
TOTAL PARKING SPACES
26 SPACES
SHALLOTTE APARTMENTS,
LLC
l /;
DB 3040, PG 884
PARCEL #18200156
ZONED: R-7
s� _. sn •a:
, Jr;.-
-, r�rry:� si>
._
r
\
ERB
S63'13'02"W 152.44
..
_
I
ERB
SETBACK LINE —6' ACCESS FOR
..- BOUNDARY BUFFER_ MINIMUM BUILDIN
MAINTENANCE
15'
--
.
6' CONCRETE
- -. ' ` ._ ,�
WALL
..
--DUMPS ENCLOSURE
SHALL
-,.- '" 4'X4' TRASH CAN
BE
D2'
WASH AREA
DESIGN OFTBUILD
N6 &EXTEND
. .'STORM WATER`-. --,- ._.
ABOVE DUMPSTERS
........� .., ....POND ....
CONCRETE RETAINING
WALLY<-
{
CONCRETE RETAINING
WALL
i
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N /F
MILLIKEN AND LENNON INC.
DB 589, PG 579
PARCEL #1820013401
ZONED: HB
SI
S
PL
i
**OLD MAIN STREET SPEED LIMIT - 35 MPH
i
i
-`SO BLACK CONCRETE
SP (TYP)
/ 3 i�
2.5'R o-B
BOLLARD
n /
<yY y (TYP)
6" TURN DOWN - ro / / / / � 15'x30' LOADING
_ SIDEWALK AREA
/ .
LOADING
. I Y RAMP
to
v] uI
o `� 1 ,,
n 1 6
/HEAVY DUTY/ /
TE LIGHTING TYP �--� a/i. PAVEMENT
(TYP) ,,I LIGHT DUTY , N ,
EE ARCHITECTURAL PAVEMENT
ANS FOR ELECTRICAL
LAYOUT % / ' r .w' D
V m
I• / / , J / / / ,N 7
W '
z 1 125 1 "12
20, i , 18.5' B
8
m I ''°;";11 NEW BLDG .. jr'/
TACO BELL /' // q / / '
sl T607
z in/ / / / / / / LIGHT DUTY
FFE: 226 90 PAVEMENT
HC RAMP
��
I. ��. •MILLIKEN AND LENNON INC. / / /
L DB 589,. PG 579
•�`—MINIMUM BUILDING SETBACK LINES
8' STREETSCAPE
BUFFER
ER N - 1n.,3r,.
TBM: 4D NL #1
N: 891851
E: 2,191,82828.692
ELEV: 25.88
NC GRID NAD 83
(NSRS 2007)
NAVD 88
152.13 \
A M
24" SPILL TYPE
CURB &GUTTER
(TYP) CP
-
a
ry N/F I
3 ROXANNE SULLIVAN &
10 RANDOLPH L. SULLIVAN
UD DB 2540, PG 1213
o PARCEL #18200134
ZONED: FIB
z
z I
UTILITY PROVIDERS:
ELECTRICITY - BRUNSWICK ELECTRIC MEMBERSHIP CO-OP
910-754-4391
TELEPHONE - ATLANTIC TELEPHONE MEMBERSHIP CO-OP
910-754-4311
CABLE TELEVISION - ATLANTIC TELEPHONE MEMBERSHIP CO-OP
910-754-4311
WATER & SEWER - TOWN OF SHALLOTTE 910-754-4032
LP GAS - RD WHITE & SONS
I
"ACCESSIBLE SIGNS FOR HANDICAP PARKING
SHALL BE FREESTANDING SIGN POSTS PER THE
DETAIL.
24" STANDARD CONCRETE
CURB & GUTTER (TYP)
**ANY MINOR DEVIATION
I
IN THIS PLAN (SHALL REQUIRE
APPROVAL OF THE ADMINISTRATOR
AND ANY MAJOR
DEVIATION SHALL REQUIRE APPROVAL OF THE PROPER
APPROVING BODY.
is
8' STREETSCAPE BUFFER
" ' S66'5310W 70.00' TIE
1/2'
ERB
--- --
PKO
-
7
�oP ;
25' DRIVEWAY TURNING
J
EASEMENT
\ �'\
) WIDENING.
DETAIL
a
20
SITE NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO VERIFY
THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE
INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION SHALL
BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE.
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS.
5. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE
FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
6. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
7. PARKING STALLS MUST BE STRIPED WITH A 4 INCH
CONTRASTING STRIPE (YELLOW ON CONCRETE AND YELLOW OR
WHITE ON ASPHALT PARKING LOT).
8. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE
BACKGROUND OR A WHITE SYMBOL ON A BLUE BACKGROUND.
ALL HANDICAP PARKING STALLS REQUIRE THE INSTALLATION
OF THE PROPER SIGNAGE.
9. ALL PARKING SPACES ARE TO BE LAID OUT IN
ACCORDANCE WITH THE SITE PLAN DIMENSIONS.
10. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
11. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER TOWN
OF SHALLOTTE AND STATE REGULATIONS.
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
409 Chicago Drive-.5uite 112
FayeHeviUe. North CaroLina 28506
Phone [phone] \\��
fax [phone]
License Number: C-2554 y"
LSD ,A5ITF-
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�5oL_UTioN,, INCj
AENC,INEERINGAOUizvLYIN4ASp5ACON3Tzu1 10NLCYouf m
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PROJECT NAME
SHALLOTTE
TACO BELL
4461 MAIN STREEt
SITE PLAN
CLIENT
FAMILY FOODS,
INCORPORATED
10191 Ramsey Street
Linden, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
542
DRAWING SCALE
HORIZONTAL: 1"=20'
DATE RELEASED
DECEMBER 1.2010
SHEET NUMBER
C-201

o
SITE
w
w
Hp�pF w
Ng�O o _
hROgp
NORTH
VICINITY MAP
NOT TO SCALE
LEGEND:
EPKO EPK-EXISTING PK NAIL
ERB0 ERB-EXISTING REBAR
CP o CP-COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
CMP - CORRUGATED METAL PIPE
CPP - CORRUGATED PLASTIC PIPE
DI - DROP INLET
PROPERTY LINE
- ADJACENT PROPERTY LINE
-TIE LINE
RIGHT-OF-WAY
- - - - -SETBACK LINE
so STORM DRAINAGE
w� WATER LINE
UGe UNDERGROUND ELECTRIC
OVERHEAD UILITY
TREE LINE
x 20e.47'SPOT ELEVATION
BENCHMARK
Fo ELECTRICAL BOX
pp UTILITY POLE
C GUY WIRE
TELEPHONE PEDESTAL
W WATER VALVE
FIRE HYDRANT
® DROP INLET
"C0 CLEANOUT
TREE
ASPHALT
CONCRETE
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD
PRE -CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE AND TEMPORARY SILT FENCE WHERE
SPECIFIED.
3. CONSTRUCT PERMANENT WET POND TO BE USED AS A TEMPORARY SEDIMENT
BASIN DURING CONSTRUCTION.
4, CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS TO
REMAIN GRASSED.
6. INSTALL UTILITIES.
7. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS.
8. PERFORM FINE GRADING.
9. INSTALL AND PREPARE BASE COURSE.
10. PAVE ACCESS DRIVES AND PARKING LOTS.
11. FERTILIZE, SEED, AND MULCH ALL REMAINING DISTURBED AREAS.
12. REMOVE SEDIMENT FROM PERMANENT WET POND AND RESTORE TO ORIGINAL
DESIGN DIMENSIONS.
13. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL
TEMPORARY MEASURES.
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION
CONTROL MANUAL.
GRADING NOTES
1. ALL SPOT ELEVATIONS ARE TO THE EDGE OF THE PAVEMENT OR FINISHED
GRADE, UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL` ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING
ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING
THE SITE ON NEIGHBORING ROADS.
3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS
MATERIALS; NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING
GROUND HAS BEEN COMPLETED
4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER
TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND
UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE
PLAN
5. IT SHALL BE THE CONII#CTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF
ALL UTILITIES OR STRUCRES ABOVE AND BELOW GROUND, SHOWN OR NOT
SHOWN ON THESE PLANI. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
TO ANY UTILITIES ORSTRUCTURES CAUSED BY HIS OPERATION.
6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER
GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY
PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH
3:1 SLOPES AND SURROUNDED BY SILT FENCE.
8. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE
ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS.
9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A
CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL
FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING
NATURAL DRAINAGE PATTERNS.
10. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO
THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE.
11. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE
LINED WITH NORTH AMERICAN GREEN S75 TEMPORARY EROSION CONTROL
BLANKET OR EQUAL SUBSTITUTE. THIS DOES NOT INCLUDE THE SLOPES FOR
THE WET POND.
001 --001 _-ju
OOl PERMANENT POND IS TO BE USED AS
A TEMPORARY SEDIMENT BASIN THROUGH
10' VEGETATIVE \ n CONSTRUCTION THEN CONVERTED TO A WET
SHELF 22'0 FOREBAY -,� PO-4 H POND UPON STABILIZATION OF THE SITE.
6
CONCRETE WALL 1 _ " .. PERMANENT WET POND
WATER SURFACE: 22.00'
-- HIGH WATER: 24.59' (10 YR STORM)
TOP OF POND: 25.00'
CONCRETE WALL INVERT OF POND: 15.00'
*POND SHALL HAVE A CONCRETE WALL THAT �` _ - _ -� 6 �529
...
EXTENDS FROM THE BOTTOM OF THE 10' VEGETATED _ - �- � �26.0
LF 0
SHELF (21.50') TO THE BOTTOM OF THE POND _ --- . - _ fl `l 6.96 1
(15.00'). A CONCRETE WALL SHALL ALSO EXTEND FROM -�.- 6II226�� 6.96% 18" RCP
THE TOP OF THE VEGETATED SHELF (22.50') TO THE _._ _ .. `" \gyp
TOP OF THE POND (25.00'). `-" -�.�r- 26.0 -�9 26.45
2,0?
RI-10 O i 5.71 5. \ .�.:. 6.57 \..
tiry
CP
�.104.56
"CI a ' �z.-I 2----LJ
**ATTACH A 1.5" FAIRCLOTH SKIMMER
(OR EQUAL) WITH A 0.8" ORIFICE TO o
THE RISER FOR DEWATERING THE SEDIMENT N
BASIN DURING CONSTRUCTION. REMOVE THE
SKIMMER AFTER CONSTRUCTION IS COMPLETE.
O
29.54 LF 0 0.51% 15" RCP
1
JB-11
`n
(,n 6. 0
i®0). HP
LIMITS OF CONSTRUCTIO
i
0
A$
y0'a�
1.1 AC (TYP)
5.4
II
4
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YI-5
5
26.40
N
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o
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6.6
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1
TEMPORARY SILT
I
DRAINAGE AREA
0.87 AC
FENCE (TYP)
�
I
I
6.05/
26.60
ae' I
0
o I I
I I
NEW BLDG
M' TACO BELL
JB-3
25. 5 " 26.30
I
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0
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CI 2 j
o IN
TEMPORARY INLET
PROTECTION (TYP)
lb
eo
"
TB07
FFE: 226.90'
**THERE ARE NO WETLANDS LOCATED WITHIN THE LIMITS
26.17 ` ". cu : OF THE PROJECT.
HP 41• TW4 S "ANY BORROW MATERIAL THAT IS HAULED OFF SITE SHALL
BE HAULED TO A NCDENR PERMITTED SITE. I
6.4
01 TW
N
J Nr y " 4
26.20 6 7
26.0 TW 3
a6` �_,` RGP JB-12
o
`F ®p59%15 U:
i r
n, r` POWER POLE TO BE -
.OP SF, _- SF N o : RELOCATEDJE/RB
O �•, rQ� 24.0 24.5 25.0 a OP _S66'53'10"W 70.00' TIE_
FES-9 M16 'S3'10"E 152.13 -
ERByI� •5.
q
. ...__�..255 DI-7 -001 001 , 001 -001
r
IO 1
TBM: 4D NIL #1
N: 85,942.851 Cp 9`O - -- -` 26. 27.G 27.5
E: 2,191,828.692 „� " r>'� __pl_g-. y=..., 2g0`,
ELEV: 25.88 \ _. - . _..._. ....._.._ i ` :__ - -_� Z7
NC GRID NAD 83
(NSRS 2007)
NAVD 88 26.65 LF ®2.55% 15" RCP
US HWY 17 BUSINESS (OLD MAIN STREET)
100' R/W
EROSION CONTROL NOTES
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND
FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE
SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER.
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES
INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION
SHALL BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE
PLACE OR AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION.
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE
CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDENR OFFICE A MINIMUM
OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
910-433-3300
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO
PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
WHEN TRACKING OCCURS.
6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM ANY
PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE
THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS,
OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT
BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED
SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER
LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS.
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE
UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND
REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES
IMMEDIATELY.
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE
BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING GR SITE
BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST
EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE
SEEDING AND MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND
STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES.
USE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED.
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE
PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT
VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR
APPROVE THE ACT10N PRIOR TO REMOVAL.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE
INITIATION OF CONSTRUCTION ACTIVITY.
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE
OVER ALL OTHER CONSTRUCTION ACTIVITIES.
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND
PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT.
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION 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.
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS
SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR
DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S.
113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO
RETAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION DEVELOPMENT.
Q 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL
p MEASURES SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE
0: SEDIMENT DURING THE COURSE OF CONSTRUCTION.
G 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
Z a< MULCHED ACCORDING TO THE DETAILS HEREIN.
IL b 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS
in BEN GOETZ. CONTACT 910-489-3974.
U
f0
I
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(
I
I
`EPK O
r
I \
f>
c
T
GRAPHIC SCALE
20 0 10 20 40�
( IN FEET )
1 inch = 20 ft.
409 Chicago Drive -.suite 112
Fayette iLle. North CaroLina 28306
Phone (910) A26-6777
Fax: [phone]
License Number: C-2554 Jy'\
boLUTIONb, INC
EN4iNEE2iN4 � SORVEYIN4 � 4P� � C011�T211CTON LGYOII�
`9COTT••gR���
��1/1111111111111N
12" 0 f -10
REVISIONS
PROJECT NAME
SHALLOTTE
TACO BELL
4461 MAIN STREET
GRADING AND
EROSION
CONTROL PLAN
CLIENT
FAMILY FOODS,
INCORPORATED
10191 Ramsey Street
Linden, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
542
DRAWING SCALE
HORIZONTAL:1 "=20'
DATE RELEASED
DECEMBER 1, 2010
SHEET NUMBER
C-3ol

w
w
o
NC3FrrH
VICINITY MAP
NOT TO SCALE
LEGEND:
EPK (D EPK—EXISTING PIK NAIL
ERB 0 ERB—EXISTING REBAR
CP o CP—COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
CMP — CORRUGATED METAL PIPE
CPP — CORRUGATED PLASTIC PIPE
D1 DROP INLET
PROPERTY LINE
ADJACENT PROPERTY LINE
—TIE LINE
RIGHT—OF—WAY
SETBACK LINE
w —STORM DRAINAGE
x —WATER LINE
UGE - UNDERGROUND ELECTRIC
—OVERHEAD UILITY
TREE LINE
X 208,47'SPOT ELEVATION
Q�BENCHMARK
ERB ELECTRICAL BOX
PPS UTILITY POLE
C- GUY "RE
CT] TELEPHONE PEDESTAL
>1 WATER VALVE
�4FIRE HYDRANT
11111 DROP INLET
-co CLEANOUT
0 TREE
ASPHALT
CONCRETE
UTILITY NOTES
1. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED
UNDER THE APPROVED PLANS SHALL NOT BE DISCHARGED TO THE EXISTING
SEWER SYSTEM. PLUGS SHALL BE INSTALLED IN EXISTING MANHOLES AS
NECESSARY TO PERMIT PUMPING THE NEW SYSTEM CLEAR OF WATER AND
DEBRIS PRIOR TO ACCEPTANCE BY THE CITY. CARE SHALL BE EXERCISED IN
LOCATING PLUGS TO AVOID INTERRUPTING SERVICE TO EXISTING CONNECTIONS.
MECHANICAL PLUGS OR MORTAR AND BRICK MUST BE USED. INFLATABLE
DEVICES ARE NOT ALLOWED
2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES ARE
APPROXIMATE UNLESS OTHERWISE NOTED.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY
COMPANIES AFFECTED BY THE PROPOSED WORK.
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO
COMPLETE THE PROPOSED WORK, AND SHALL COMPLY NTH ALL LOCAL, STATE,
AND FEDERAL REGULATONS
5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS POINTING DOWNSTREAM.
ALL PIPES SHALL BE PLACED TRUE TO LINE AND GRADE WITH ENDS ABUTTING,
CAREFULLY CENTERED, AND NTH A SMOOTH INVERT AT THE JOINT.
6. MINIMUM SEPARATION BETWEEN SEWER (STORM OR SANITARY) AND WATER
LINES SHALL BE 10' HORIZONTAL OR 18" VERTICAL UNLESS NOTED OTHERWISE.
MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND STORM SEWER
SHALL BE 24" UNLESS NOTED OTHERWISE
7. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE
WITH TOWN OF SHALLOTTE AND NCDENR TECHNICAL SPECIFICATONS.
8. ALL MATERIALS SHALL BE APPROVED BY TOWN OF SHALLOTTE BEFORE
INSTALLATION.
9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND TOWN OF
SHALLOTTE A MINIMUM OF 48 HOURS BEFORE CONSTRUCTION AND TESTING OF
THE WATER LINE AND SANITARY SEWER LINE BEGINS.
10. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY MAY REQUIRE
DEMOLITION. NO UTILITIES SHALL BE LEFT IN PLACE THAT CROSS THE NEW
LOTS UNLESS RUNNING ALONG A LOT LINE. IF ADDRIONAL UTILITIES ARE FOUND,
CONTACT ENGINEER PRIOR TO DEMOLITION.
11. ALL ELEVATIONS ARE IN NAVD 88 DATUM.
12. ALL DUCTILE IRON PIPE USED FOR SANITARY SEWER SERVICE SHALL HAVE
GRIFFIN "SEWPER" COAT, OR PROTECTO 401 LINING.
13. ALL SERVICE LATERALS THAT TIE DIRECTLY INTO A MANHOLE SHALL BE LAID
SUCH THAT THE INVERT OF THE SERVICE LATERAL IS A MINIMUM OF 8" ABOVE
THE INVERT OUT OF THE MAIN.
14. SANITARY SEWER LATERALS SHALL HAVE 18" SEPERAT10N FROM WATER MAINS
OR BOTH THE SANITARY SEWER LATERAL AND THE WATER MAIN MUST BE DI.
15. ALL SANITARY SEWER LINE IS SDR-35 UNLESS OTHER WISE NOTED.
�x
2
25,_7
.. . . .... — ---
.......
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I
P
ERB
bti
S63-13'02"W 152 44'
7 ,
5/8-
ER13
C
1/2"
ERB
TBM: 4D NIL #1
N: 85,942.851
E: 2,191,828.692
ELEV: 25.88
NC GRID NAD 83
(NSRS 2007)
NAVD 88
I I
L
GREASE TRAP
1,000 GAL MIN., SIZE TO
BE CONFIRMED FROM
PLUMBING PLANS
VJ
N
V�) I
2
L
4,
Ikk 0"
I o
� Yl—_
4-
F5 M
GRINDER PUMP TO BE
SUPPLIED BY TOWN
OF SHALLOTTE
C.
'A
D"
1A\\ I
C
2",
z
TOWN OF SHALLOTTE WILL SUPPLY AND INSTALL THE GRINDER
PUMP, FORCE MAIN AND 2 INCH WATER SERVICE EXTENSN
0
TO THE WATER METER. TAPPING FEES WILL INCLUDE THEIOCOST
FOR THE EQUIPMENT AND INSTALLATION.
US HWY 17 BUSINESS (OLD MAIN STREET)
100' R/W
M
E-K
W2
TAP EXISTING 6" WATER
LINE. BORE BENEATH BIRCH
POND ROAD AS SHOWN.
01
01
23
lz" VvAiEN ­111E I
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 ft.
,dOg Chicago Drive - .Suite 112
fayeEeviLLe. Nor -Eh Carolina 28306
Phone: [phone]
-5777 Fax (gio) 426
License Number C-25534
41) � IT 11
UTION
4 5 INC
,)OL ,
A, LNowN< A 5UQVEYw h, 4?5 A, CONSwucnoN LGYOIfr
xx CARq4z//,,
S
SE
COT T '5 \%N
REVISIONS
PROJECT NAME
SHALLOTTE
TACO BELL
4461 MAIN STREET
UTILITY PLAN
CLIENT
FAMILY FOODS,
INCORPORATED
10191 Ramsey Street
Linden, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
542
DRAWING SCALE
HORIZONTAL: 1 "=20'
DATE RELEASED
OCTOBER 15, 2010
so
SHEET NUMBER
I C-401

30
25
20
15
10
Qltl
11 1)tl
PO-4 TO JB-3
STORM DRAIN -0+50 TO 3+00
v
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............................... .. ......-.. _._._.
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-;.
10095 LF 0069%
15 RCP
__..-. -.-.. _......
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0+00
1+00
2+00
30
25
20
15
10
3+00
409 Chicago Drive - Suite 112
FayetteviLLe, North Carolina 28306
Phone [phone]
fax [phone]
License Number: C-2354
4t) ,5ITL
�oLUTION,, INC
ALWNE N4A5u¢VLYNcASP`JACaN3TeucioNLyoO A
027�
r`�� �� 7j��ff 111 1111111���
GRAPHIC SCALE
0 10 20 40
REVISIONS
z
0
Z�
U
0
0
0
O
�w
zw
Iz
PROJECT NAME
SHALLOTTE
TACO BELL
4461 MAIN STREET
STORM DRAIN
PROFILES
CLIENT
FAMILY FOODS,
INCORPORATED
10191 Ramsey Street
Linden, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
542
DRAWING SCALE
HORIZONTAL:1 "=20'
VERTICAL: 1 "=2'
DATE RELEASED
OCTOBER 15, 2010
SHEET NUMBER
( IN FEET )
1 inch = 20 ft.
C-5w 1

35
30
25
20
15
J B-3 TO C 1-6
STORM DRAIN -0+50 TO 2+00
a
I
p .Ui U v
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--FINIS HED GRADE
....__.... .........
- -
I
----------__
-EX1sSNGGRpDE
`I
44.27 LF ® 0.79% 10 PVC
15 RCP
104.56 LF
1.15%
0+00
1+00
35
30
25
20
15
2+00
35
30
25
20
15
y<�
/
1" IRRIGATION METER
W/DOUBLE CHECK
ACKFLOW PREVENTOR
152.13'
1-3
FES-9 TO CI-8
0
O
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0
0
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TME
" N
DI-7
STORM DRAIN -0+50 TO 2+00
o vi
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GRADE
FINISHED
..................
15» RGP
0 7 22%
69.94
EXISTING GRADE
-
LF 0 1.93% 15" RCP
r7 M � n n
M 00
rn p N N N N
0+00
1+00
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
409 Chicago Drive - Suite 112
Fayette✓LLe, North Carolina 28506
fax: (9 D 426-5777 \\\\
License Number: C-2354 \�
�50LIJTION�5INc
AEWIN[ N� A IUQVLnNG A176 A C0N6TzUCTI0NLAYOUT A
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ri 2 SEAV--1
/o"1!5�"10
REVISIONS
35 1 PROJECT NAME
30
25
SHALLOTTE
TACO BELL
4461 MAIN STREET
STORM DRAIN
PROFILES
CLIENT
FAMILY FOODS,
INCORPORATED
10191 Ramsey Street
Linden, North Carolina 28304
20 Phone: [phone]
Fax: [phone]
15
rra.1•.
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
542
DRAWING SCALE
HORIZONTAL:1 "=20'
VERTICAL:1 "=2'
DATE RELEASED
OCTOBER 15, 2010
SHEET NUMBER
C-542

I
35
30
25
20
15
4
MCDO
r O
mzrm
D
OA�nN
p O m CD
DI-8 TO JB-11
STORM DRAIN -0+50 TO 2+50
m
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N N N
7
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004
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EXIS I INb
__._- . _ .. - - - _... .............-_ - —. _ :m:..
I
1
I 183.76 LF 00.5
co rn � rn N
N N N N N N N N N N
0+00
1+00
2+00
LF ® 0.51% 15" RCP
35
30
25
20
15
PI3-J
J1-
GRAPHIC SCALE
0 10 20 40
409 Chicago Drive- 5uife 112
FayetLe✓LLe. North Carolina 28506
Fax [phone]
License Number. C-2554
LSD ,5ITE
boLUTION�5 INC
A CNcIN44 NG A �uzvtYING A cp>A COK1TR"Cnmt Yow
REVISIONS
0 z
�✓ 0
z
z
Q0
O
rr
O
0LL
0
J Cn
m
Lu
PROJECT NAME
SHALLOTTE
TACO BELL
4461 MAIN STREET
STORM DRAIN
PROFILES
CLIENT
FAMILY FOODS,
INCORPORATED
10191 Ramsey Street
Linden, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
542
DRAWING SCALE
HORIZONTAL: 1"=20'
VERTICAL: 1"=2'
DATE RELEASED
OCTOBER 15, 2010
SHEET NUMBER
( IN FEET )
1 inch = 20 ft.
C-53

30
25
20
15
10
Pta'J
J�
POND X-SECTION 1
STORM DRAIN -0+50 TO 1+00
-.---EXISTING GROUND
�1
1 �
HIGH WATER
....�....-.—.. _ ��.-.-_.._ _.
CONCRETE WATERTIGHT RETAINING _
WALLS. DESIGN BY OTHERS -
NORMAL POOL
10' VEGETATED SHELF
CONCRETE WATERTIGHT RETAINING --"-" -`-- ""-"---------
WALLS. DESIGN BY OTHERS
--SEDIMENT CLEANOUT--------- —
FINISHED GROUND
25
20
15
10
Cop
4y
30
25
20
15
10
POND X-SECTION 2
STORM DRAIN -0+50 TO 1+00
________
G
RO0NO
l
\
HIGH WATER
CONCRETE WATERTIGHT RETAINING
WALLS. DESIGN BY OTHERS
_..-� NORMAL POOL
VEGETATED SHELF
CONCRETE WATERTIGHT RETAINING
. ......... WALLS. DESIGN BY OTHERS
.._ ....... _..___ ..............__SEDIMENT CLEANOUT
---
FINISHED GROUND
I
9 o
0+00 1+00 0+00
20
30
25
20
15
10
GRAPHIC SCALE
80
409 Chicago Drive - Suite 112
FayeH:e%Lle. North Carolina 28306
Fax [phone]
License Number: C-2554 \�
4p SITE
6OLUTION6, INC
AENQNE zw A 5uev[viNG A 4P5 A CON5T2ucTaN L you A
REVISIONS
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PROJECT NAME
SHALLOTTE
TACO BELL
4461 MAIN STREET
STORM DRAIN
PROFILES
CLIENT
FAMILY FOODS,
INCORPORATED
10191 Ramsey Street
Linden, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECTNUMBER:
542
DRAWING SCALE
HORIZONTAL: 1"=20'
VERTICAL: 1"=2'
DATE RELEASED
OCTOBER 15, 2010
SHEET NUMBER
( IN FEET )
I inch = 20 ft.
C-554

w
w
tt
hp�pF y
�NcyRpAO � 1►IAQTN
VICINITY MAP
NOT TO SCALE
BOTANICAL NAME
COMMON NAME
QTY.
MAGNOLIA GRANDIFLORA
SOUTHERN MAGNOLIA
9
LAGERSTROEMIA HYBRIDS
CRAPE MYRTLE
4
GARDENIA JASMINOIDES
CAPE JASMINE
79
QUERCUS VIRGINIANA
LIVE OAK
7
"ANY OF THE ABOVE PLANTINGS MAY BE REPLACED PROVIDED THEY MEET THE REQUIREMENTS IN
THE TOWN OF SHALLOTTE LANDSCAPE ORDINANCE AND ARE APPROVED BY THE TOWN.
GENERAL NOTES
1. CLEARING LIMITS SHALL BE PROTECTED WITH TREE PROTECTION PRIOR TO ANY
CONSTRUCTION ACTIVITY, AS SHOWN, ALL CLEARING LIMITS THAT ARE NOT FENCED
SHALL BE FLAGGED WITH A CONTINUOUS STRAND OF SURVEY TAPE TO BE INSTALLED
AND MAINTAINED BY THE CONTRACTOR UNTIL ALL INFRASTRUCTURE IS COMPLETED.
2. ANY TREE ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE SEVERED CLEANLY
WITH A PRUNING TOOL.
3. DO NOT DISPOSE OF ANY CHEMICALS, PETROLEUM PRODUCTS, OR REMOVE SOIL
OUTSIDE THE LIMIT OF WORK.
4. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION
OF ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE
TO ANY UTILITIES AS A RESULT OF INSTALLING ANY LANDSCAPE MATERIALS. UTILITY
LOCATIONS ARE NOT SHOWN ON THESE PLANS.
SEEDING NOTES
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURE LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX
WITH SOIL (SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL—PULIVERIZED, FIRM, REASONABLY UNIFORM SEEDBED
IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY MATH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS.
9. LANDSCAPE CONTRACTOR SHALL SEED AREAS DESIGNATED ON LANDSCAPE.
LANDSCAPE NOTES
1. LOCATE ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF PLANT MATERIAL. NOTIFY
OWNER OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THOSE SHOWN ON THE
PLAN.
2. ALL PLANT MATERIAL SHALL CONFORM WITH THE STANDARDS SET FORTH BY THE
AMERICAN ASSOCIATION OF NURSERYMEN AND THE WRITTEN SPECIFICATIONS.
3. PLANTING BEDS TO BE MULCHED WITH A MINIMUM OF 3" LONGLEAF PINESTRAW. ALL
PLANT GROUPS SHALL BE MULCHED AS ON BED.
4. ESTABLISH POSITIVE DRAINAGE IN ALL PLANTING BEDS AND AWAY FROM BUILDINGS.
5. APPLY PRE —EMERGENT HERBICIDE TO ALL NEW PLANTING BEDS AT MANUFACTURER'S
RECOMMENDED RATE PRIOR TO INSTALLATION OF MULCH.
SHALLOTTE LANDSCAPING CALCULATIONS
STREET BUFFER:
1 CANOPY TREE & 6 SHRUBS FOR EVERY 50 LF OF 8 FT BUFFER ALONG THE STREET
REQUIRED — 117 LF (3 CANOPY TREES & 18 SHRUBS)
PROVIDED — 3 CANOPY TREES & 18 SHRUBS
INTERIOR PLANTING AREAS:
AREA MUST BE EQUAL TO 8% OF GROSS PAVED AREA & CONTAIN AT LEAST 1
UNDERSTORY TREE AND 6 SHRUBS
REQUIRED — 20,551 SF ' 8% = 1,644 SF
PROVIDED — 509 SF + 818 SF + 396 SF + 167 SF = 1,890 SF
PROJECT BOUNDARY BUFFER:
15 FT WIDE BUFFER CONTAINING 2 CANOPY TREES & 9 SHRUBS PER 50 LF
REQUIRED — 152 LF (6 CANOPY TREES AND 27 SHRUBS)
PROVIDED — 6 CANOPY TREES & 32 SHRUBS
N /F
MILLIKEN AND LENNON INC.
DB 589, PG 579
PARCEL #1820013401
ZONED: HB
G
112"
ERB
TBM: 4D NL #1
N: 85,942.851
E: 2,19191,828.69.692
ELEV. 25.88
NC GRID NAD 83
(NSRS 2007)
NAVD 88
10 VEGETATED
SHELF
N
US HWY 17 BUSINESS (OLD MAIN STREET)
100' R/W
i TREE PROTECTION
FENCE (TYP)
396 SF
k4.:1r <. :'. <,
N/F
ROXANNE SULLIVAN &
RANDOLPH L. SULLIVAN
DB 2540, PG 1213
PARCEL #18200134
ZONED: HB
V:
12"' 'WATER LSh E
W' 2
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
409 Chicago Drive -Suite 112
Faye teviLle, North Carolina 28306
Phone [phone]
Fax [phone]
License Number: C-2554 \�
15 INC
A"clNE MN4 A5UJ VLYNS A SPA A CONST¢u ow AYO
REVISIONS
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PROJECT NAME
SHALLOTTE
TACO BELL
4461 MAIN STREET
LANDSCAPE
PLAN
CLIENT
FAMILY FOODS,
INCORPORATED
10191 Ramsey Street
Linden, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
542
DRAWING SCALE
HORIZONTAL: 1 "=20'
DATE RELEASED
OCTOBER 15, 2010
SHEET NUMBER
C-6ol
I

SKIMMER
SEEDING SPECIFICATIONS
TRASH GUARD 8'
TOP OF DAM
PIPE OUTLET TO FLAT AREA-
3 E 1' ABOVE EMERGENCY SPILLWAY
NO WELL-DEFINED CHANNEL
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURES:
1 EMERGENCY SPILLWAY
E SEE DETAIL
SEEDING MIXTURE:
WATER
SURFACE
SPECIES RATE (LBJACRE
SPECIES RATE (LBS./ACRE)
RYE (GRAIN) 120
ANNUAL KOBE LESPEDEZA 50
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
15' RCP `y
.: �, �s -yy
�� ul``y
-
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10�',1:
i\ 'y \/
\s�
T
SEEDING DATES:
JANUARY 1 - MAY 1
SEEDING NOTES:
2' PRECl3T
% 3' '< ..
ANTISEEP
CONCRETE BOX COU-AR
PLAN
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
CUT-OFF TRENCH COLLAR
SOIL AMENDMENTS:
2, ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LBJACRE.
2' DEEP MIN.
L
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LELJACRE GROUND AGRICULTURAL LIMESTONE AND 750
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.
2' WIDE MIN.
Ti '`I
LB./ACRE 10-10-10 FERTILIZER.
NURSE PLANTS:
;:jam
't�E,yv
MULCH:
BETWEEN APRIL15AND AUG, 15, ADD 10LB/ACREOFGERMANMILLET OR15LB./ACRESUDANGRASS. PRIOR TOMAY I
DAM CROSS SECTION
_
.." �'' 4 s.;
�'''I
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
OR AFTER AUG. 15, ADD 25 LB./ACRE RYE (GRAIN).
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
10
SEEDING DATES:
BEST POSSIBLE
Rlp RAP
FILTER LAYER
GRAVEL OR FABRIC
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30
CONSTRUCTION SPECIFICATIONS
FILTER FABRIC
SECTION A -A
EROSION OR OTHER DAMAGE.
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 -OCT. 31
CLEAR. GRUB A STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO
REMOVE TREES. VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SOIL AMENDMENTS:
DELAY CLEARING THE POOL AREA UNTIL THE DAM IS COMPLETE AND THEN 4
SEEDING MIXTURE:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURAL
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER.
REMOVE BRUSH, TREES. AND OTHER OBJECTIONABLE MATERIALS TO FACILITATE
SEDIMENTCLEANOUT. STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANIC \ /�\'
SPECIES RATE (LBJACRE)
MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO FACILITATE y/� 1 1 • �/� \\�
VEGETATIVEESTEDEDHMENT. PLACE TEMPORARY SEDIMENT CONTROLS BELOW �� ���
MULCH:
\ ///\��.1
GERMAN MILLET 40THE
APPLY 4,000 LBJACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY2
EXCAVATE CUT OFF ✓/� % �iEARTH FILL� /
G THE EMATERIR LINE IA
NSTABLE \� ��
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE.
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
EMBANKMENT CUT THE TRENCH TOENCH
SOIL T AL, BUT IN NO CASE\��/
MAKEITLESSTHAN2 FEET DEEP. THE TRENCH
CUTOFF MUST EXTEND INTO
SEEDING DATES:
MAINTENANCE:
BOTH ABUTMENTS TO AT LEAST THE ELEVATION OF THE RISER CREST. MAKE
THE MINIMUMENOUGH OPERATION OF
MAY 1 -AUGUST 15
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
N AND COMPACTIONEQUIPMENT
NO COMPACTION DE BUT INRMI CASER N 2 FEET.
BUT
EXCAVATEMAKE
IPMENTNO
E LESS THANCTION
NOTES
SOIL AMENDMENTS:
TOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
F THE TRENCH THAN rt.
REQUIREMENTS ARE THE SAME AS THOSE FOR THE EMBANKMENT KEEP THE SPILLWAY CROSS SECTION
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
TRENCH DRY DURING BACKFILLING AND COMPACTION OPERATIONS.
1. LA IS THE LENGTH OF THE RIPRAP
APRON.
LBJACRE 10-10-10 FERTILIZER.
ON
3.EMBAINS ENTITS TAKESHOULD BEILL LRAL S THEAPPROVEDOF ROOTS, WOODY
THE PLANS. IT SHOULD BE CLEAN MINERAL SOIL, FREE ROOTS, VNWV
PIPE WRIT TO "`{,.et ip�f 4- ^,1,.. 2. D 1.5 TIMES THE MAXIMUM
SEEDING SPECIFICATIONS
MULCH:
VEGETATION, ROCKS, ANDOTHER OBJECTIONABLE MATERIAL. SCARIFYAREAS INLET
TE
-
WELL-DEFINED CHANNEL - �" j .: � STONE DIAMETER BUT NOT LESS
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
SEEDING MIXTURE:
ON WHICH FILL IS TO BE PLACED BEFORE PLACING FILL. THE FILL MATERIAL PVC WENT PIPE''
MUSTCONTAIN SUFFICIENT MOISTURE So IT CAN BE FORMED BY HAND INTOA
BALL WTHCUT CRUMBLING. IF WATER CAN BE SQUEEZED OUT OF THE BALL, IT IS
A �'�.T `f. i f le'+z" A 3. IN A WELL-DEFINED CHANNEL EXTEND
t'T�;:.,:j�'y - THE APRON UP THE CHANNEL
SPECIES RATE LBJACRE
TOO NET FDR PROPER COMPACTION- PLACE FILL MATERIAL IN B TO B INCH
((
+" w:�'•Xk�y--{,# ' �.(, BANKS TO AN ELEVATION OF S'
f.,
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FT')
CONTINUOUS LAVERS OVER THE ENTIRE LENGTH OFTHE FILLAREAAND
COMPACT -.. COMPACTION MAY BE OBTAINED BY ROUTING THE CONSTRUCTION
�< I, ..; ABOVE THE MAXIMUM TAILWATER
-.�'+` S> 'd i55i.~Sy' U DEPTH OR TO THE TOP OF THE BANK,
5' 'b"�
EROSION OR OTHER DAMAGE.
HAULINGE UIPMENTOVER THE FILLSOTHATTHE ENTIRESURFACE OF EACH
Q
y. Y; y-L WHICHEL@R IS LESS.
k`
SEEDING DATES:
LAUIPMENTYER IS ORA COMPAD BY CTOR
ST MAY BE USEELOR TREAD NSTRUCT ACK OF HEAVYTHE
EQUIPMENT ORACOMPACTOR MAY BE USED. CONSTRUCT THE EMBANKMENT
e' r^t 4. A FILTER FABRIC OR BLANKET SHOULD BE
COASTAL PLAIN: APR. -JULY
TO AN ELEVATION 10% HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR
INSTALLED BETWEEN THE RIPRAP
51,4 AND SOIL FOUNDATION.
TEMPORARY SEEDINGIMULCHING SPECIFICATIONS (FOR FALLI
SETTLING
SEEDING MIXTURE:
SOIL AMENDMENTS:
SPECIES RATE (LB./ACRE)
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE
.
4SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A
ION SECURE ALLERTIGHASSEM CONNECTIONS BETWEEN FLEXIBLE HOSE
LCOED
WATBARRELTIONS
PLAN
GRAVEL OR FABRIC
ANDSOLI Le./ACRE 10-10.10 FERTILIZER.
BYWATERTIGHT
BARREL SECTIONS APPROVED WATERTIGHT ASSEMBLIES. PLACE THE
RYE (GRAIN) 120
O
BARREL AND RISER ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL.
MULCH:
NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL A OR CRUSHED STONE AS
LA
SEEDING DATES:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
BACKFILLAROUND THE PIPE OR ANTISEEP DOLLARS. PLACE THE FILL MATERIAL
AUGUST IS - DECEMBER 30
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
I
AROUND THE PPE SPILLWAY IN 41NCH LAYERS, AND COMPACT IT UNDER AND
AROUND THE PI PE TOAT LEAST THE SAME DENSITY AS THEADJACENT
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM FIRM SOH 10 PC"ZIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH 3 SON INC.
y
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND
LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
CONTACT W TH ITS FOUNDATION EN COMPACTING UNDER THE PIPE PRE SgMMFR CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
HAUNCHES PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL
�• N%�, _
- - -'*"a..i^ '1;.,....'_,�•{
e
{.::::-v (IJ L1,
1,000 LBJACRE 10-10-10 FERTILIZER.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
EQUIPMENT ANCHOR THE RISER IN PLACE BY CONCRETE OR OTHER SKIMMER
/`i,''' '..JT :.3.L.t_L D
'` °_ '"
I�i-11rT�
DRAINAGE DEVICES.
SATISFACTORY MEANS TO PREVENT FLOTATION. IN NO CASE SHOULD THE PIPE
MULCH:
BE currlNc A TRENCH THROUGH THE DAM AFTER THE
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
MAINTENANCE:
EMBANK ET
T I$ COMPLETE
EMBANKMENT IS COMPLETE.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
MAINTENANCE
5. INSTALL TnE EMERGENCY SPILLWAY IN UNDISTURBED SOIL THE
'`L" E ,.... FILTER LAYER
1.,,r"i U � GRAVEL OR FABRIC
REFERTILIZE THE FOLLOWING APR. WITH 50 LBJACRE NITROGEN.
ACHIEVEME\T OF PLANNED ELEVATIONS, GRADE. DESIGN WIDTH, AND INSPECT TEMPORARY SEDIMENT BASINS WEEKLYAND AFTER EACH PERIOD OF
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH SO LB./ACRE OF NITROGEN IN MARCH. IF
ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICALTO THE SUCCESSFUL SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL
OPERATION OF THE EMERGENCY SPILLWAY. DIMENSIONS MEN THE SEDIMENT HAS ACCUMULATED TOONE-HALF THE DESIGN
SECTION A -A
MAINTENANCE
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA
DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA MATH
IN LATE OR EARLY MARCH.
fi. DISCHARGE THE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. SEDIMENT CONTROLS.
USE DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY
WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE TRAP EFFICIENCY. CHECK THE EMBANKMENT, SPIV -WAYS, AND OUTLET FOR EROSION DAMAGE AND
AND AFTER SIGNIFICANT (I INCH OR GREATER)
RAINFALL EVENTS TO SEE IF ANY EROSION
RAPING AND ST THE ETLEMENEM1IT FOE,
STRUCTURE SO IS MINIMIZED. PIPING AND ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE
AROUND OR BELOW THE RIPRAP RAS TAKEN
PLACE, OR IF STONES HAVE BEEN DISLODGED.
M BAREAT
DIVERT SURFACTRUCT E
AWAY AREAS COMPLERBED TE DEBRIS
AREAS. COMPLETE THE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
AND OTHER HRISER
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
A IS GLARE
MENTBE OR THE AREA
EMBANKMENT
EMBANKMENT BEFORE THE AREA IS CLEARED.
PREVENT FURTHER DAMAGE.
8. INSTALL POROUS BAFFLES AS SPECIFIED.
IF TRESPASSING IS LIKELY. FOLLOW ALL STATE AND LOCAL
9. AVOID STEEP SIDE SLOPES, AND FENCE AND MARK BASINS W TH WARNING NITS
REQUIREMENTS.
NTS
1 TEMPORARY SEEDING SPECIFICATIONS
2 PERMANENT SEEDING SPECIFICATIONS
3 TEMPORARY SEDIMENT BASIN
F4 TYPICAL RIP RAP APRON
DRIVE STEEL POSTS 18"INTOTHEGROUND ATTACH WIRE FENCE TO POSTS AND EXTEND
MAXIMUM B O C. AND EXCAVATE A 4- X 8- THE BOTTOM OF THE FENCE 8" INTO THE NOTES:
DESIGN CRITERIA
TRENCH UPHILL ALONG THE LINE OF EXCAVATED TRENCH AND TURNED OUT
POSTS. 4- IN THE TRENCH. 1. WRE SHALL BEA MINIMUM OF 32 INCHES IN WIDTH AND
AGGREGATE SIZE - USE 2-3INCH WASHED STONE
TOP S BOTTOM STRAND SHAD HAVE A MINIMUM OF 8 WIRES NTH IY STAY SPACING.
STANDARD METAL POSTS 2'-0' IN GROUND
DIMENSION OF GRAVEL PAD
FEET
SHALLWIDTH
GRAVELENTRANCEGHALLVA
MIN. ,0 GA. W RE
2 FILTER FABRIC SHALL BEAMINIMUM OF3
WITH AND
NOTES:
INLENGTH AND JCE THICKNESS-81NCHESMINIMUM
T
WITH 2O FWT RADIUS AT EXISTING WIDTH- 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
INN
TDTE WINEWITHTO SME
STEEL POSTS STAVWRES SHALL STAPLESFASTENED ADEQFABRUATELY THATUCH
MIN 12-126q SUCH
HARDWARE ODRI (1/4
ROADWAY POINTS OF THE VEHICULAR ENTRANCE AND EXIT
AREA, WHICHEVER IS GREATER
EXTENT THAT S EFFECTIVENESS
ECTIVE ESS IS REDUCE SHALL
LINEWRE$ EXTENT TEAT ITS EFFECTIVENESS IS REDUCED SHALL BE
MIN. 12-12GA. REPLAOED BY OONTRACTOR AT CONTRACTOR'S EXPENSE.
MESH19 OE INGS)
MESH OPENINGS)
1. ALL MATERIALS TO BE APPROVED BY TOWN OF SHALLOTTE.
36-o"MIN 4'-0" 10'-0"
s"� LErvcTH- so F1. MINIMUM,
3. STEEL POSTS SHALL BE A MIN. OF 5' HEIGHT AND SHALL BE
2. SERVICE LATERAL SIZE 1" PVC UNLESS OTHERWISE SPECIFIED.
E SELF TENER ANGLE
-- --"-
.....�
3. SERVICE LATERAL INSTALLATION SHALL BE APPROVED BY TOWN OF SHALLOTTE.
EXITS TO LIMIT ATEC NSTRUC ION ENTRANCES
ENTRANCES THE SITE
LOCATION IMITSEDIMENT
E IME N FROM LEAVING
4 CONTRACTORSHALLREVIEWSLrrPE_
" "^ 4. CONTRACTOR
........-'
Ab
5. WATER SERVICE LOCK VALVE TO BE LOCATED IB" FROM SANITARY SEWER CLEAN OUT STACK WHEN INSTALLED IN
AND PROVIDE FOR MAXIMUM UTILITY BY ALL
FILTER FABRIC CONSTRUCTION VEHICLES. AVOID STEEP GRADER
RAINFALL OCCU OCCURRENCE. CESwEEK
<. , -" ,,, NECESSARY
AND AFTER CLEAN-UP TO THE E. ANY
REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
"/'tz 1. IMFONMLY GRADE A SHN10W DEPRESSION
qHI $i-,-
SAME DITCH.
2-3" WASHED STONE AND ENTRANCES AT CURVES IN PUBLIC ROADS.
CONTRACTORSHALL INSTALL ADDITIONAL GRAVEL
-> �' s THEDBVIDESHALLBEMADE IMMEOIgreLY.
-- -`� APPRGVAiINc THE INLET.
6 WHEN INSTALLED IN A PAVED AREA, METER BOX TO BE 1/4" ABOVE FINISHED PAVEMENT GRADES AND
GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
1 i:'
S. REMOVE DEPOSITED SEDIMENT ALorvc THE FENCE TO
--'"- ,Kes ,Qa%b - ............... -"-..--.... 2. GIVE 5-FOOT STEM POSTS 2 FEET INTO THE GROUND
.
PAVEMENT FEATHERED TO TOP OF BOX TO PROVIDE DRAIN AWAY FROM BOX.
REWIRED FOR STAGING ANDIOR BORROW AREAS AND
MAINTAINAT NO ADDITIONAL EXPENSE TO THE OWNER.
PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
/"'<y-F"�f PRESSURE ON THE FENCE AS NEEDED.
x t SUINWNgNG THE INLET. SPACE POSTS EVENLY AROUND
---4�y �`)^ THE PERIMETER OF THE HILT, A M1oMUM OF 4 FEET
7. C.I. METER BOXES SHALL BE USED IN TRAFFIC AREAS.
"A".
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
STEP STEP
S. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE.
. .,� _
a ✓r "" lr+ ""'--.,--... APART.
11: ,V �"A$., `.`"• '<c+��
8. PERIMETER SOLID CONCRETE BRICK BASE WITH NO GAPS, DO NOT LAY BRICK ON PIPE. SEE INSET
9. WHERE ASPHALT CURB OR STRIP PAVEMENT EXIST, THE LOCATION OF BOX SHALL BE AS DIRECTED BY TOWN OF
ACCEPTANCE.
O
gITgCHTHE FILTER FABRIC THE WIRE FENCE BACKFILL THETRENCHAND COMPACT THE SOIL CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR
REPRESENTATIVE. THE ACTION WILL BE APPROVED AMEN THE
EXTEND THE BOTTOM OFT 4-
TRENCH AND TURNED OUT d"IN THE TRENCH. FENCE. BURIED FABRIC SHALL NOT BE VISIBLE. CONTRIBUTING DRAINAGE AREA IS STABLE.
-INTHI TRENCH THE FIRMLY FABRIC NOTE VISIBLE,
,1 1';fi' �„:�'.I'Iz�=p. 3. SURROUND THE POSTS WITH WRE MESH HRIT) E
,� P j" �l.,YnrTHEM',MIDD THEDBOM@I TO THE A 2FPOSTSAP
SECURE/
9'[�§,4, -„� THE PIW ADDLE NA BOTTOM. pIIL•RNl A 2 FCOT RAP
fi5_
SHALLOTTE REPRESENTATIVE.
SOP
,? OF THE ,A M�UNDER THE � FOR A NCTICHING
a RBMENom.
10. DISTANCE FROM TOP OF LOCK VALVE OPERATING STEM TO TOP OF BOX SHALL BE 8" MIN. TO 10" MAX.
f\G MAINTENANCE
��,.Kr✓a err
11. LATERAL SHALL NOT BE BACK FILLED UNTIL INSPECTED BY TOWN OF SHALLOTTE PROJECT COORDINATOR.;✓ea:oi'J-'
Q
Posrs MAXMAx e'o.c.
' 4. PUCE CLEAN GRAVEL (NCWT j5 OR /57 STONE) ON
,.�'"'"'-
12. WATER MAIN SHALL PASS HYDROSTATIC, LEAKAGE AND STERILIZATION TESTS PRIOR TO WET TAP LATERAL
/ MAINTAIN rHEGRAVELPAOINBA corvDlnoN TO PREVBNTMUDOR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
REQUIRE PERIODIC WITH 2-INCH STONE. AFTER EACH
WRE FENCE 'HOG WRE-
� �'�-.,I.
A 21 AND S TH A HEIGHT OF 16 INCHES IAOMID THE
2:1 SLOPE GRAVEL FILTER RARE AND SMOTH 10 AN EVEN GRADE.
M 57 STONE RACED TO A LIBOR OF i6'
INSTALLATION.
min. RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
ANYTOPORESSINGSTRUCTURE
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
A m FILTER FABRIC
y 1 -� ` 1" ' -E, 0 WRE STAPLES I-12" LONG
M ABOVE
YN4NM ABDVE 70P OF BOX 3. ONCE THE COOPoBIRNG DWJNMS NEA HAS BEEN
STAB IZED, REMOVE ACCUMULATED SEDIMENT QUID
OBJ ECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTOy��"-•(`,--�.,,
PUBLIC ROADWAYS..i.:
P.+�.,(pB •-;,- E
)_I'.�l:�M1 P"'eF �-•. i BOTTOM OF WRE FENCE AND
ESTABLISH FINAL GRADING ELEVATIONS./
��e
-�. Mi ,).y Q FILTER FABRIC BURIED E" IN
EXCAVATED TRENCHeNRNED
2
B. COMPACT THE AREA PROPEAY AND STABIUZE R WITH
I' OUT 4" IN THE TRENCH
GROUNDCMW.
k
STEEL POST
{%.b' i •� 2VINTO GROUND DRIVEN
AGGREGATE .�`l,
6"MIN. THICKNESS �/
A
STEP STEP SECTONA-q
MAINTENANCE
2-3" COURSE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
MMNEWAHCE
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (in INCH OR GREATER)
RAINFAI-24BIT. CIBARTHE MESH WEE OFANY OEBRIS OROTHEROBJECTS M PROWDE
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
ADEQUATE ROW FOR SUfISBQi RAINS. TAKE OWE NOT TO C M)E OR UNDERCUT
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
NT
THE WRE MESH DURING THE SEDIMENT REMOVAL REP ALS STONE AS NEEDED. NITS
AS NOTED ON PLANS
4 REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILRED AND NCDENR APPROVES REMOVAL.
EXISTING
ROADROAD SHOULDER
6 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
7 SILT FENCE
8 HARDWARE CLOTH & GRAVEL INLET PROTECTION
15S11
PVC VENT PIPE
INLET
BACKFILL AS
iD35
NOTES:
I
4.153 NOTES:
I 303
F\ INDICATED
14x 19" RECTANGULAR
"
z PL
1. LID SHALL BE PLACED ON
"
VALVE Box 1. ALL MATERIALS SHALL BE
METERBOX WITH AMR PORTION
n
APPROVED BY TOWN OF
SHALLOTTE.
4.1s3 - - - -
'8G� B'1°" < -
LIDSSTREESHA OF SERVICE.
< 2. ALL
2. ALL LIDS SHALL BE CAST
45' BEND
_
100� + IRON AND APPROVED BY TOWN
NLIV WATER LINE SERVICE LINE To
2. METER BOX SHALL NOT BE
1a.1z3
OF SHALLOTTE PRIOR TO
\ CORPORATION METER CONNECTION
SERVICE SADDLE -DRESSER COCK
15465 LOCATED WHERE H-20
Y LOADINGS CAN IMPACT BOX
_ _ - -
m In INSTALLATION.
wA'aFeEal _
//'-� FLEXIBLE HOSE
STYLE 91 FOR DIP, STYLE 1B4
FOR PVC OR APPROVED EQUAL
OR COVER.
I
zo
TRENCH WIDTH
6.810
PIPE O.D. + 18' FOR PIPES UNDER 33' O.D.
PIPE O.D. + 24' FOR PIPES OVER 33' O.D.
szs
D
-1- RAFT/SIDE R1.949II.�
2.0E .250
SCH 40 PVC "SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC.
00
PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
4 A
PLJW ISOMETRIC
MAINTENANCE
PLAN
�14a7s�-20.125-
1 oz WecrloN B-E
1sz5
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY IO AFTER EACH SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO 1/2 HEIGHT OF THE 1ST BAFFLE. PULL THE SKIMMER TO ONE SIDE
SECTION A -A
SUCH THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE THE VEGETATION GROWING IN THE
BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
NOTE:
1. "SERVICE CONNECTION IN PROPOSAL TO INCLUDE SERVICE
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
SADDLE, 45- BEND, CORPORATION COCK AND ALL LABOR
t201
INVOLVED IN MAKING A COMPLETE SERVICE CONNECTION.
0
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVED THE DEBRIS. CHECK
2. SERVICE PIPING TO BE 2" PVC (SEE SPECS)
4.12` s
o o
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO, REMOVE THE DEBRIS.
3. ALL BRASS FffNNGS SHALL BE COMPRESSION TYPE
J- a7s
„I I,
1234 +
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH PLUMBER'S SNAKE OR BY FLUSHING
�2313 717so ILA 1�3 e7s
�
+
WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
Bo ��I zG12s
aa7
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
ELEVATIONO
�
SECTION OLD
EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS.
NITSNTS
ELEVATION
303 $GALE2.1 ISOMETRIC VIEW NITS
NITS
5 2" WATER SERVICE LATERAL
9 METER BOX DETAIL
10 METER BOX AMR LID
11 FAIRCLOTH SKIMMER
409 Chicago Drive - Suite 112
Fayeliev, e. North Carolina 285o6
Phone
Fax [phone]\\\
License Number: C-22,54
4 D �5 ITS
,5oL!( UTION,, INC
A, 6 KIINC£¢IN4 A 5U VVEYINC A CP5 A CONSTQUCnON LAYOUT A
k%j
10-15"-1
REVISIONS
=29VA
PROJECT NAME
SHALLOTTE
TACO BELL
4461 MAIN STREET
EROSION
CONTROL &
WATER DETAILS
CLIENT
FAMILY FOODS,
INCORPORATED
10191 Ramsey Street
Linden, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
542
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
OCTOBER 15, 2010
SHEET NUMBER
C-701

18"
/ t
FINISH GRADE SF9.5A
-
4�� r 3"R 3"R
PITCH
-� € N
w.
w „- - - F� �. F�,.. 5.. .� �')' {i}.1 r.��J'Z.��-rr� ��..�"}'y. t.y� ,.S ✓y`7
'� eG
3600 PSI' CONCRET.dE 3000 PSI CONCRETE
a
d
J z.
PITCH 59" - F
24 d I ABC OMPACTED
6"
24" COMPACTED
SUBGRADE
DUMMY GROOVE JOINTS EVERY 10'- - CARRY BASE COURSE 6"
EXPANSION JOINTS EVERY 50' DUMMY GROOVE JOINTS EVERY 10' BEYOND SURFACE COURSE
(90' IF MACHINE PLACED) EXPANSION JOINTS EVERY 50' pEi� AT LOCATIONS WITHOUT
(90' IF MACHINE PLACED) �� R CURB AND GUTTER
NTS NTS NTS NTS
1 24" STANDARD CURB & GUTTER 2 24" SPILL TYPE CURB AND GUTTER 3 CURB TRANSITION 4 LIGHT DUTY PAVEMENT
1 /B" RADIUS JOINT SEALER 1/8"
]]]__________________d FILL POST WITH
1/8" TO 1/4' CONCRETE.
EXPANSION EXPANSION JOINTS SHALL BE 4"
20 FEET +/— O.C. 4" °4" REFLECTORIZED ORANGE
CONTROL JONTS EVERY 10 FEET +/—. 2•_0^ PAINT STRIPES SPACED 12" O.C.
FINISH 6" DIA. STEEL PIPE
119.06 SF9.SA 1/2. JOINT FILLER GROOVE JOINT IN SIDEWALK PAINTED BRONZE.
GRADE CONCRETE :t
4,000 PSI CONCRETE SLAB COLLAR FINISHED " TRANSVERSE EXPANSION /OR
—ASPHALT AS GRADE EQUIRED.
6x6 W14xW14 WWM. JOINT IN SIDEWALK
llyy\\�� /Z/� C-4 7
> ( Y , j�N Y K } N
-* )�, �Y(S 0]
1 C}'r>' ( W�>11'(�}t �)' •�S.T�.,`,�S.j�� ) �r(Sr��f}SJ���}(4%'�.Q=X�"} (O Ea - /
5 SPHALT
" SIDEWALKCONSTRUCTION/o \ \
0 PSI CONCRETE BASE
`
� . � JOINT i7 � 3,00
CARRY BASE COURSE 6" a,�..� ` Y %.„vT�, _ I
6 6• w
8" COMPACTED <
t
g^ BEYOND SURFACE COURSE COMPACTED ABC` ti. 4 x'--- I (� (I
^,_,
AT LOCATIONS WITHOUT "`"
CURB AND GUTTER SUBGRADE �6"
4" STONE BASE NOL 8"
1. PROVIDE CONTROL JOINTS AT DISTANCE EQUAL TO WIDTH OF
SIDEWALK, PROVIDE 1/2" DIP. JOINTS WITH PRE -MOLDED E.J.
RULER AT MAX. 30' O.C.
1'-6"DIA.
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI,
NTS NTS IN 28 °""SNTS NTS
5 HEAVY DUTY PAVEMENT 6 CONCRETE DRIVE PAVEMENT SECTION 7 TURN DOWN SIDEWALK 8 6" BOLLARD
RAMP WONT ARFA IS VNNRE NOS'
W 1. TRUNCATED DOLES SH4.
SEE PLANS I ACCESSIBLE PARKING REQUIREMENTS x _ 0% �T ®®�i � IMUMV iron aTTHE RAµrn°
SEE PLANS
9 DUMPSTER PAD
v
4" MULCH AS SPECIFIED '
TOP OF ROOT BALL
1" ABOVE FINISHED GRADE
CLEAN BACKFILL TO EXISTING
AND FINISHED GRADE
VARIES ..:.>..,:�
2" MOUND
UNDISTURBED SOIL
VARIES
12 SHRUB PLANTING
NTS
NTS
TOTAL PARKING SPACES
MINIMUM NUMBER
MINIMUM NUMBER OF
PROVIDED
OF ACCESSIBLE SPACES
SPACES REWIRED
ACCESSIBLE SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 1DO
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
1
301 TO 400
8
1
401 TO 500
1 9
2
501 TO 1000
2% OF TOTAL
1 IN EVERY 8
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
1 IN EVERY 8
EACH 100 OVER 1000
ACCESSIBLE SPACES
)OF THE AMERICANS WTH ACT (AII4).
CITIES
SECTIOSEES
4N,2(5) (E)FOR MEDICAL CARE FACILITIES
NOTES,
1. ALL 12"xi8" ACCESSIBLE SIGNS R7-8 h R7-1)
SHALL BE MOUNTED AT 7 FEET M GRADE
TO 9070M EDGE OF SIGN FACE MUICD).
MOUNTING HEIGHT CAN BE REDUC TO
5 FEET IF PLACED IN AN AREA BETWEEN
SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE NOT EXPECTED TO USE
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCO)
U.S. DEPARTMENT OF TRANSPORTATION AND NORM CAROLINA
DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA
4. ALL DIMENSIONS, PAVEMENT MARKINGS AND SIGNAGE SHALL COMPLY
WITH CURRENT ADA REQUIREMENTS.
10
NOTES
1. REMOVE ALL TREATED OR PLASTIC COATED
BURLAP FROM PLANT BALL.
2. INSTALL TOP OF PLANT BALL UP TO
3"-4" ABOVE EXISTING GRADE.
3. SOAK PLANT BALL AND PIT IMMEDIATELY
AFTER INSTALLATION.
4. REMOVE ALL STRING OR WIRE FROM
BASE OF TREE
5. KEEP MULCH 2" AWAY FROM TREE
TRUNK BASE.
FINISHED GRADE
w _4" SAUCER BERM
M
z
a
�
0
N
J
f
0
0
x
N
13
—MINIMUM LIMIT OF MULCH
TOPSOIL REMOVED FROM HOLE
D
ACCESSIBLE ROUTE
© (SEE NOTE 3)
VAN
ACCESSIBLE (MINIMUM DIMENSIONS)
SPACE
ONE OUT OF EVERY EIGHT (8) ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
HANDICAP SIGNAGE AND PAIVEMENT MARKINGS
TREE PLANTING
3" LAYER OF MULCH
Z
4" SAUCER BERM TO
RETAIN WATER.
a
0
REMOVE TOP 1/3 OF
BURLAP FROM BALL
TOPSOIL REMOVED FROM HOLE
UNDISTURBED GROUND
UNDER BALL TO MINIMIZE
SETTLEMENT
NTS
NOTES:
1. ALL PLANTS DESIGNATED TO BE SAVED SHALL BE
PROTECTED BY FENCING, AS ILLUSTRATED.
2. INSTALL TREE PROTECTION FENCE AT TREE DRIP LINE
OR AT EDGE OF DISTURBED AREA, AS SHOWN ON
PLANS, PRIOR TO COMMENCEMENT OF CONSTRUCTION.
3. SPACE TREE PROTECTION ZONE SIGNS A MINIMUM OF
ONE EVERY 300 FEET. THE SIZE OF EACH SIGN
MUST BE A MINIMUM OF 2' x 2' AND BE VISIBLE
FROM BOTH SIDES OF THE FENCE.
THE SIGN MUST CONTAIN THE FOLLOWING LANGUAGE IN
BOTH ENGLISH & SPANISH:
"TREE PROTECTION ZONE, KEEP OUT".
4. THERE SHALL BE NO STORAGE OF MATERIAL WITHIN
THE BOUNDARIES OF THE TREE PROTECTION FENCING.
5. TREE PROTECTION FENCING SHALL BE MAINTAINED
THROUGHOUT THE DURATION OF THE PROJECT.
FENCE MATERIAL: w
ORANGE, UV RESISTANT HIGH a
TENSILE STRENGTH o
POLYETHYLENE LAMINAR v_ m
BARRICADE FABRIC ¢
ATTACH SIGN wN
TO POST
-..,-1'�^--cl+.�-A �,.... , 2'-0" MIN.
4'-0" O.C.
NTS MINIMUM 1.33 Ibs/LF STEEL POST NTS
14 TREE PROTECTION FENCE
MAX. 25' RANI ALONG THE EXISTING ROAD AT ALL TEN ROAD COMMEMIG NTS
(6D" MN. FLOOR INU M)
[NOT PERMISSIBLE RN Nm CONSTMN.TXN7
11 HANDICAP RAMP WITH TRUNCATED DOMES
15
409 Chicago Drive - JSuife 112
Faye[kedLI.e. North Carolina 28506
Phone [phone]
Fax: [phone]
License Number: C-2554 - \\
,50LUTION,,INC
AGL;HCS KA,SUwVLYINGA,v>ACoN3TRlICTION"YouA,
REVISIONS
PROJECT NAME
SHALLOTTE
TACO BELL
4461 MAIN STREET
SITE DETAILS
CLIENT
FAMILY FOODS,
INCORPORATED
10191 Ramsey Street
Linden, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
542
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
OCTOBER 15, 2010
SHEET NUMBER
C-702
A
i

18" CAST IRON H-20 RATED
GRATE
FOR DETAILS SEE SHEET 4
1
ADAPTORS AVAILABLE 4"
THRU 18"
VARIOUS TYPE OF OUTLETS
"(1) ADAPTORS CAN BE
WITH WATERTIGHT ADAPTORS
FOR: SDR-35 SEWER
MOUNTED ON ANY
A-2000 CORRUGATED PIPE
ANGLE 0' TO 359'
ULTRA -RIB PVC
CORRUGATED POLYETHYLENE
18'
b
i
Y
H
INLET AND OUTLET
ADAPTORS AVAILABLE
4" THRU 18"
10
O
I
'v
t
VARIOUS TYPES OF
OUTLETS WITH
WATERTIGHT ADAPTORS
FOR:SDR-35 SEWER
A-2000 CORRUGATED PVC
ULTRA -RIB PVC k(2) MAXIMUM
CORRUGATED POLYETHYLENE RECOMMENDED
OVERALL HEIGHT 10• NTS
1 YARD DRAIN
0
3/4"x3/4" ALUM
LIFTING LUG-
TRASH RACK
-FIGURE SHOWN IS AN ILLUSTRATION OF THE POOL HEIGHTS AND FOREHAY ONLY.
THE SIDE SLOPES ARE RETAINING WALLS AS SHOWN ON SHEET C-5.4. SEE SHEET
0-5.4 FOR BECKON `HEWS OF WET POND.
"CONTRACTOR CAN CONSTRUCT THE FORE84Y WITH THE GPBION
BASKET AS SHOWN IN DETAIL OR WITH A CONCRETE RETAINING
WALL AS SHOWN ON THE PLANS.
NTS
RASH RACK
4' PIC SCREW
TYPE PLUG
4' PVC STUBBED C
INTO BOX 4' PVC TEE
TEMPORARY POOL
PERMANENT POOL
1/4- PER
FT
4' PVC CAP WITH
1.25' DRILLED HOLE
TYPICAL ORIFICE0 T FT CONFIGURATION
--USE 6' PVC FOR THE
UPPER ORIFICE
\'A
A - TOP OF RISER
SECTION A -AA -A
B - INVERT OUT OF RISER
C - LOW FLOW ORIFICE DIAMETER
D - INVERT OF ORIFICE (PERMANENT POOL)
E - SECONDARY ORIFICE ELEVATION (10 YR STORM CONTROL)
F - SECONDARY ORIFICE DIAMETER
SDiUCIURE A
I B C IN
D FjE
F IN
o OPENING 'F' CAN BE A 6' HOLE DRILLED INTO THE SIDE
Po-10 2{.20
21.90 {
22.00 23,30
6
OF THE RISER BOX OR A 6' PVC PIPE STUBBED INTO THE BOX
AS SHOWN FOR THE ORIFICE OUREr CONFIGURATION.
NTS
2 STORM
BASIN
RISER
WITH
ORIFICE DETAIL
i0 ANCHOR BOLTS
MIN. EMBEDDMENT
18" (8) REORD TYPICAL
#6 REBAR W/ #3
REBAR TIES (TYP.)
NTS
5 WET POND X-SECTION WITH GABION BAFFLES 6
TAPPING SADDLE WITH STRAP
5' MIN SINGLE WIDE ALIGNMENT E.
AND NOTES , G
STAINLESS SEE NOTES k8,9,t00N 5.11
STEEL STRAP
EXTEND STACK 18' MIN ABOVE 1'-6"
GRADE WITH GLUE CAP FOR (TYP.) z
4' OR 6" TESTING, AFTER TEST ARE
FLOW ACCEPTED ADJUST STACK TO
INLET PROPER GRADE AND INSTALL W
PERMANENT CLEANOUT CAP
a
ASSEMBLY ARIES O
�V
.a
- e TEE OR DI 2 PVC SDR 2 a i
SEE NOTE k95.11 ya
.CAP SHALL HAVE 2"
j 7
COVER NON TRAFFIC z
TEE CONNECTION '^1 AREAS AND SHALL HE y
OPTIONAL RISER SHALL BE SDR 26 PVC SET AT GRADE GRADE IN PAVFi
TAPPING SADDLE EXCEPT IT SHALL BE D I. IF THE AREAS
OPTIONAL LATERAL ITSELF IS DUCTILE IRON ERMANENTASS'V
NOTE' TAP SHALL BE 4 IQ" SEECLEANOUTCAPAS6Y ^
FOR 4" LATERAL AND
SHALL BEL. 612'FOR 8" A• FOR
RECAP OR TESTING
PLUG
LATERASTONE SHALL BE OPE g4'�F�pO6.OT FOR Ii REMAIN)
(TO
LATERAL OON ECDTION M1NIe PERFOO EtPIL SAI - I I, PROPERTY UM DI OR
-- I
FROM UN
SOIL 3
D .. I
N1E ..-[ .._..< ....,. C PVC NOMG ON
O .RALM
EXTEND SS TO RW OR
E
LATERAL MA-HtIAL)
I fli II -[I (I
PVC E GASK
! 3 :.-. PIECE GASKEIEO
O ..- _,.�.;... �.... .......:..... ::- is 4. --T .... I _ I CCMBINATId OR
I
MECH H JOIN
T
FITTINGS, IF
.THREADED SLOT
CAST IRON PLUG LATERAL
TRAFFIC CAP . NOTE 210N S 11)
_.._
._
��TJJFT{TT�I��
-UNDISTURBED SOIL
THREADED CAST y=
IRON HUB
STAINLESS
STEEL HOSE
CLAMPS 4"ACID I. TO 4"C.I 1PLASTIC
MIN. 1/4" THICK EPOM COUPUNG
C/O CAP ASSEMBLY
SEWER SERVICE LATERAL NTS
(4-INCH AND 6-INCH)
13 SEWER SERVICE LATERAL [14
SEPARATE BACK TO
ACCOMMODATE
MOUNTING
H "'0 RIGID CONDUIT
TO POWER SUPPLY
18"0 x 60" DEEP
FOUNDATION (@ 0.33
4 CU. YD. CONCRETE)
1. CONTRACTOR SHALL MAKE UP STACK AND SUBMIT TO
ENGINEER FOR APPROVAL AND SHALL SUBMIT TAPPING
SADDLE IF USED TO ENGINEER FOR APPROVAL.
2. HOLE IN SANITARY SEWER MAIN MUST BE CUT WITH SHELL
CUTTER. NO HAMMER TAPS ALLOWED.
3. LATERAL SHALL CONFORM TO ASTM SPECS. 03034 SOP-26
UNLESS OTHERWISE INDICATED AS DUCTILE IRON.
4. ALL PIPE AND FITTINGS SHALL BE 8" UNLESS OTHERWISE
SPECIFIED.
5. ALL D.I. PIPE SHALL HAVE AN INTERIOR LINING OF CERAMIC
EPDXY OR FUSED CALCIUM ALUMINATE CEMENT WITH FUSED
CALCIUM ALLUMINATE AGGREGATES. THE ENTIRE D I.
LATERAL SHALL BE COMPRISED OF D.I. PIPE AND
MECHANICAL JOINT FITTINGS.
6. ALL CONNECTIONS SHALL HAVE RUBBER GASKET SEALS
INSTALLED.
Y EWER SERVICE CIO STACK SHALL BE LOCATED
]. SS
I L MEN IN SAME DITCH
18' FRROMOM WATER SERVICE LOCK
8. THE CONTRACTOR MAY USE A TAPPING SADDLE WITH
STRAPTAPPING
SADDLES WI FLANGE ALIGNMOR ENT
E PIPE.
TAPPING SADDLES WITHOUT AN ALIGNMENT FLANGE WILL
NOT BE ACCEPTABLE.
9. THE CONTRACTOR SHALL USE SOB 26 P V.C. TEE FOR
CONNECTION TO SON 26 P.M.C. PIPE OR DI TEE FOR
CONNECTION TO DUCTILE IRON PIPE. PVC TEE SHALL BE ONE
PIECE MOLDED OR FABRICATED. TEE WVES AND TWO PIECE
TEES ARE NOT ACCEPTABLE.
10. INSTALLATION OTHER THAN AS SHOWN MUST BE
APPROVED BY THE CITY OF LUMBERTON ENGINEER.
11. TAPPING PROCESS SHOWN SHALL BE USED FOR ALL
SANITARY SEWER MAINS.
BELOW WATER SURFACE
COMMON NAME SIZE SPACING
_mDGE OF NORMAL P00
\�y"�/ a a
evlk
a a
]11L
11.
UPLANDS (ABOVE WATER SURFACE)
SHALLOW
WATER PLANTS
SHALLOW
LAND PLANTS
COMMON NAME
BOTANICAL NAME
COMMON NAME
BOTANICAL NAME
FOXTAIL
ALOPERCURUS HOWELUI
0
JOE PYE WEED
EUPATORIUM FISTULOSUM
PICKERELWEED
PONTEDERIA CORDATA
RED CHOKEBERRY
ARONIA ARBUTIFOLIA
LIZARD TAIL
SAURURUS CERNUUS
paS
`11�
ELDERBERRY
SAMBUCUS CANADENSIS
BULLTONGUE
SAGITTARIA LANCIFOLIA
SILKY DOGWOOD
CORNUS AMOMUM
FOXTAIL
4 IN CONTAINER
24" O.C. MAXIMUM
PICKERELWEED
4 IN CONTAINER
24" O.C. MAXIMUM
LIZARD TAIL
4 IN CONTAINER
24" O.C. MAXIMUM
BULLTONGUE
4 IN CONTAINER
24" O.C. MAXIMUM
BLUE FLAG IRIS
4 IN CONTAINER
24" O.C. MAXIMUM
JOE PYE WEED
4 IN CONTAINER
24" O.C. MAXIMUM
RED CHOKEBERRY
1 GAL CONTAINER
48" O.C. MAXIMUM
ELDERBERRY
1 GAL CONTAINER
48" O.C. MAXIMUM
SILKY DOGWOOD
i GAL CONTAINER
48" O.C. MAXIMUM
SWAMP MILKWEED
4 IN CONTAINER
24" O.C. MAXIMUM
* BLUE FLAG IRIS IRIS VIRGINICA " SWAMP MILKWEED ASCLEPIAS INCARNATA
NOTES ' ALTERNATE PLANTS PLANT SUPPLIERS
1. PLANT SPACINGS SHALL BE A MAXIMUM OF 24 INCHES ON CENTER. CAROLINA GREENERY, WEST END, INC 910-947-3150
2. PLANTS CAN AND SHOULD BE MIXED MATCHED DURING THE PLANTING PROCESS. MELLOW MARSH FARM, PITTSBORO, NC 919-742-1200
SHALLOW LAND PLANTS AND SHALLOW WATER PLANTS CANNOT BE MIXED TOGETHER. PLANT DELIGHTS NURSERY, RALEIGH, INC 919-772-4794
3. SOIL SAMPLE SHOULD BE TAKEN PRIOR TO SAMPLING AND FERTILIZE AT RECOMMENDATION CILL IDE NATIVE PLANT NURSERY, RALEIGH, NC 877-479-2673
FROM SOILS ANALYSIS.
4. ALL SLOPES AND AREAS ADJACENT TO THE WET POND SHALL BE SEEDED NTH BERMUDA
GRASS FOR A PERMANENT GROUNDCOVER.
5. ALL INSTALLATIONS SHALL BE FROM A QUALIFIED PROFESSIONAL.
3 VEGETATED SHELF PLANTING DETAIL
INCREASE STRAIGHT
TOP WIDTH FROM 72"
TO 96"
d �
i
i
CUT OUT S
GRAPHICS
OCB CABIN
4
I
e
rf
a
III
a_
a
e
a
e
180
a"
m e.
30'
FOOTING DETAIL
FEEL
ET
CANOPY SPECIFICATIONS
N 15i]u�
ACTUAL SIZE 8'-0" x 6'-4" x 12'-0" OAH
APPROXIMATE WEIGHT 500 LBS
DESIGN WINDLOAD 110 MPH (3-SEC. GUST
EXPOSURE C)
COMPLIANT W/ NATIONAL
BUILDING CODES &
STANDARDS.
(IBC, UBC, BOCA, AISC,
ASCET ACI & ALUMINUM
DESIGN MANUAL)
TO HAVE A
DM FINISH
NES TO BE
ITO APRON
DECORATIVE PAVEMENT
TOP VIEW
ELECTRICAL LOAD:
BORDER LIGHT (2) 72" (1) 84 LAMPS (1) 372ST BALLAST @ 2.OA
DOWN LIGHTS (4) 4FT LAMPS (1) 44BAT BALLAST @ 1.98A
TOTAL LOAD -4.0AMPS
(1) 20 AMP CIRCUIT
COLORS:
ACCENT STRIPE: ACRYGLAS PLUM #8793
BACKED WITH 3630-108 PINK
VINYL.
CANOPY STRUCTURE: TB BRONZE TO MATCH
TIGER DRYLAC 49-66230 C-33
(LACRYL 820-4694)
ORDER CONFIRMATION BOARD, FOOTER & DECORATIVE PAVEMENT
MIN. HORIZONTAL
MIARWATER MAIN MIN HORIZONTAL
BETWEEN WATER
12
DESLOPEADODEPTH OFTHE SERVICE LATERALSHALL BE
DETERMINE BBV THE TO OF LUMBERTON ENGINEER
APPROVED BY THE CITY OF LUMBERTON ENGINEER OR AS
SE
AN) SEWER OD TO OD rc ANDSE TION ERODTOOD WATER
AN)SE ER
EXISTING AND SEWER 00 TO OD
UNDERGROUND
X GA ELECTRIC WATER MAIN
INDICATED ON THE DRAW NGS.
III SEPARATION CLEANOUT SHALL BE SET
EXIST STORM DRAIN
��TO ELEV. INDICATED ON PLANS
BE -WREN BOTTOM OF WATER
GAS
13. LATERAL SHALL CONFORM TO THE 114'PER FOOT
AN' TOP OF SAN SEWER 0 D
EXUNDERGROUND
MINIMUM SLOPE. MAXIMUM CLEAN OUT SPACING FOR 4" PIPE
CROSSING IN ACCORD WITH
ELECTRIC
]5', 6" PIPE 1pp'.
' MI NIM UM SEPARATION
T
REQUIREMENTS FOR UNDERGROUND
14, SEE INTERIOR DROP STRUCTURE OR SLIDE, MORTAR
BEEN BOTTOM OF STORM
<r3 TOP OF SAN SEWER. ELECTRICAL CROSSINGS
1:1
IJ CROSSING IN ACCORD WITH
SLIDE SHELF DETAIL FOR VERTICAL DROPS OFMAINS AND
^.ERWISE. LATERAL SHALL BEWER
2
REQUIREMENTS FOR UNDERGROUND
LATERALS.
BE J.I. MAIN
ELECTRICAL CROSSINGS
EXISTING MINIMUM SEPARATION
15. LATERALS GREATER THAN 20' DEPTH SHALL UTILIZE
STORMGRAIN BETWEEN BOTTOM OF GAS
BE
�� CLEANOUT SHALL BE SET
DUCTILE IRON PIPE AND FITTINGS WITH CERAMIC EPDXY OR
FI ISED CALCIUM ALUMINATE CEMENT WITH FUSED CALCIUM
ALUMI NATE AGGREGATES.
16. ENTIRE SEWER LATERAL ASSEMBLY SHALL BE AIR TESTED
CONCURRENTLY WITH SEWER MAIN.
17. INDIVIDUAL LATERALS SHALL BE CLEANED AND FLUSHED
' MIN. HORIZONTAL
PRIOR TO FLUSHING SANITARY SEWER MAINS.
IARATION BETWEEN WATER
v� SEWER OD TO OD
18. LATERAL HALL NOT BE BACK- FILLED UNTIL INSPECTED BY
S
THE CITY OF LUMBERTON PROJECT COORDINATOR.
19, WINE CONNECTIONS SHALL NOT BE USED TO TIE LATERALS
INTO A MANHOLE, UNLESS OTHERWISE APPROVED BY CITY OF
c MINIMUM SEPARATION
LUMBERTON.
Bc WEEN BOTTOM OF WATER-
=V TOP OF SAN SEWER
20. IF BENDS ARE APPROVED BY THE PROJECT
COORDINATOR, STONE BEDDING IS REQUIRED TO BE
INSTALLED FROM UNDISTURBED (SEE DETAIL S.12) SOIL TO
BOTTOM OF BEND.
21. PVC COMBINATION SHALL BE 2 PIECE TEE -WIVE.
SEWER
GASKETED, SDR26, AS MANUFACTURED BY HARCO, GPK OR
MAIN
APPROVED EQUAL.
cv�cr�i
AND TOP OF SAN SEWER TO ELEV. INDICATED ON PLANS
SEWER
MAIN
18" MINIMUM SEPARATION
BETWEEN BOTTOM OF GAS
t8" MINIMUM SEPARATION
AND TOP OF SAN SEWER
BETWEEN BOTTOM OF WATER
12" MINIMUM SEPARATION
WATER MAIN
rc
AND TOP OF SAN SEWER
ETWEEN BOTTOM OF STORM
AND TOP OF SAN. SEWER.
GAS
OTHERWISE LATERAL TO BE DI.
1. ALL VERTICAL AND HORIZONTAL SEPARATION HALL BE IN
0 S
EXISTING
ACCORDANCE WITH STATE REGULATIONS.
UNDERGROUND
ELECTRIC
2. THE SKETCHES SHOWN ARE FOR INFORMATIONAL PURPOSES
CLEANOUT SHALL BE SET
ONLY,
TO ELEV. INDICATED ON PLANS
3. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL
EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY AT
CROSSING IN ACCORD WITH
EACH CROSSING PRIOR TO CONSTRUCTION OF LATERAL TO
R EOUIREMEATS FOR UNDERGROUND
INSURE PROPER CLEARANCES ARE MAINTAINED.
ELECTRICAL CROSSINGS
4. ALL PIPE BEND LOCATIONS AND MAX. NUMBER OF BENDS
INSTALLED ON LATERALS SHALL BE APPROVED BY THE PROJECT
COORDINATOR PRIOR TO INSTALLATION OF BEND OR EXTENDING
18" MINIMUM SEPARATION
THELATERAL FROM THE MAIN. 0 E
BETWEEN BOTTOM OF GAS
AND TOP OF SAN SEWER
5 ALL REQUIREMENTS FOR SEWER LATERAL NOTES AND DETAILS
12" MINIMUM SEPARATION
SHALL BE APPLICABLE.
BETWEENTMSEWER
OF
AND TOP OF STOORM.,
B REFER TO UNDERGROUND ELECTRICAL DETAILS FOR
ADDITIONAL INFORMATION WHEN CROSSING UNDERGROUND
ELECTRICAL FACT ITIES.
NTS
SEWER SERVICE LATERAL NOTES 15 SEWER SERVICE LATERAL CONFLICTS
z m
55 zz
M
Z
zajE
K
w 0¢ W
J 0
Q
Z WE)
U W
�Q3
oIka
w
owm
M, 0
0
Y
NTS
NOTE:
BOLT PATTERN PROVIDED AS
EXAMPLE - OBTAIN ANCHOR BOLT
TEMPLATE FROM SUPPLIER
*4',. -DIRECTIONAL SIGN
16 t--MENU/PREVIEW BOARD
EQ. I. itihtt--- EQ.
DIA. POWER CONDUIT TO
SPEAKER PEDESTAL
DIA. POWER CONDUIT FOR
DIRECTIONAL SIGNS AND MENU
BOARD
ANCHOR BOLTS: (4)DIA. @
DIRECTIONAL SIGNS (4) J" DIA. @
MENU BOARD FULL THREAD
c o GRADE
I
a
r.
(3) #3 TIES @ 2" O.C.
C
a' 1
(4) #5 BARS VERT. W/ (4) #3 TIES @
4
12" O.C.
r
e
NOTE:
ALL CONDUIT TO BE MIN. 12" BELOW
GRADE OT LOCAL FROST DEPTH AND
` PROJECT 3" ABOVE FOUNDATION
8" DIA DIRECTIONAL SIGN BARS
14"DIA. MENU/PREVIEW BOARD BARS
12" DIA. DIRECTIONAL SIGN FOUNDATION
18" DIA_MENU/PREVIEW BOARD FOUNDATION
7 DIRECTION
SIGN/MENU BOARD
NOTES:
1. ALL EXCAVATIONS SHALL COMPLY WITH THE TERMS AND
CONDITIONS OF THE CONSTRUCTION STANDARDS FOR
SEE PAW PATCH DETAIL FOR
EXCAVATIONS IN OSHA "SAFETYAND HEALTH REGULATIONS
LAST 3' OF FILL IN PAVED AREAS
FOR CONSTRUCTION' CHAPTER XV11 OF TITLE 29, CFR, PART
1926. THE CONTRACTOR SHALL HAVE A COMPETENI' PERSON
COMPACTED TO 95%MAX. DENSITY
ON THE JOB AT ALL TIMES AND SHALL EMPLOY A PROFESSIONAL
AS DETERMIN ED BY ASTM D898SO
ENGINEER TO ACT UPON ALL PERTINENT MATTER FTHE WORK
2. BEDDING MATERIAL ANTICALCULATED QU TIWIDTH
MATERIBASED
ON THE FOLLOWING TRENCH WIDTHS. BEDDING MATERIAL SHALL
BE INSTALLED REGARDLESS OF PIPE MATERIAL.
:R....:.
.... .........
FOR 48" RCPIDI B=6', D=8'
{{
�A ) I .....:. -�
FOR 42" RCPIDI B=-4 D=5'-6"
FOR RCPIDI B=4'$', D-O'
24"
FOR 24" RCPI01 B=4', D=4'-0"
FOR PVCIDI 8-T, D=3'
15"
FOR 15"PVCIDI B=3', D=3'
UNDISTURBED SOIL) :;.. 11' FOR 12"PVC0I B=2', D-T-0'
FOR 8' PVCIDI B=-T, 0=3'-O'
O O 3. THE BEDDING MATERIAL SHALL BE GRANULAR, CLEAN, COARSE
BACKFILL SHALL BE PLACED IN PEA GRAVEL, OR WELL GRADED CRUSHED ROCK
6"LAVERSANDCOMPACTEO w PLACED IN LAVERS NOT TO EXCEED 6' LOOSE LIFTS FOR
T090%MAX
IMDM AS m THE FULL WIDTH OF THE TRENCH.
BV DETERMINED ASTMDENSITY 0698
TO IZ ABOVE TOP OF PIPE DU/2 4. BEDDING MATERIAL SHALL BE INSTALLED AND PAID FOR IN
ACCORDANCE WITH THE FOLLOWING CHART TO PRODUCE
CLASS B BEDDING.
SELECT BEDDING MATERIAL
FOR 8' PIPE O67tl3M. OF PIPE
NO OVERAGE ALLOWED SEE
Y
FOR 12" PIPE 1Iyd I . F PIPE
NOTE 4
Y 0
YIN 4 FOR 1 " 7 O 5 PIPE 11 tl3M. OF PIPE
I � Y
J MAX(D A 2) FOR 18" PIPE 13ydWt OF PIPE
SUBBASE SHALL BEUNDISTURBED /T FOR 24" PIPE 15yd". OF PIPE
SOIL. MERE SOIL IS DEEMED J FOR "
PIPE DIA 0 30 PIPE 19ytl3B. OF PIPE
UNSUITABLE BY THE CLINTON PROD. R'P FOR 36" PIPE 25ytl3M. OF PIPE
AUTHORIZED AREA SHALL BE UNDERC7 FOR 42"PIPE 32yd3tl OF PIPE
AND BACKFILLED WITH SELECT BEDDING B FOR 48" PIPE Mytl3M. OF PIPE
MATERIAL AREAS NOT AUTHORIZED 5. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH
AS UNDERCUT SHALL BE BACKFILLED SEE NOTES 182. WALLS AND TRENCH BOTTOM. OVERAGE OF BEDDING MATERIAL
AT CONTRACTORS EXPENSE WITH WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY
SELECT BEDDING MATERIAL. THE PROJECT REPRESENTATIVE AND SHALL ONLY BE PAID
FOR IN THE AMOUNT OF THE AUTHORIZED QUANTITY.
6 BEDDING MATERIAL SHALL BE PROPERLY RECORD AROUND
THE PIPE HAUNCHES.
7. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN
CUTS IN PAVED AREAS. TRENCH WIDTH SHALL BE MAINTAINED
AT THE MINIMUM PRACTICAL WIDTH.
NTS
16
SEWER BEDDING
409 Chicago Drive - 5uike 112
FayeHe✓LLe, North Carolina 28506
FaX (9f ) 42G5777
License Number C-2554
50LUTION,5 INC
EN41NFF¢w, SUev"NC, A';P6 A CONSTZUcr0N uYour
REVISIONS
/ . -2-7
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PROJECT NAME
SHALLOTTE
TACO BELL
4461 MAIN STREET
STORM WATER &
SANITARY SEWER
DETAILS
CLIENT
FAMILY FOODS,
INCORPORATED
10191 Ramsey Street
Linden, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
542
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
OCTOBER 27, 2010
SHEET NUMBER
C-73

409 Chica9a Drive -bui'e 112
v BACK OF CURB FRAME GRATE AND HOOD NOTES. MORTAR JOINTS I/2"±11W THICK. z v Z FayeHe✓LIe. NorFh Carolina 28306
v m X SEE *N
TD. N0. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. 0 y S ow Phone [phone],7
TOP ELEVATION H } - EXPANSION JOINTS
<� 5I8" USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Q < } Fax [phone]jJ \\
y O O ;, DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. Z ~ 3 T W O O B E I 4'-6" 4'-6' Z ~ License Number: C-2554
i�I0.�, Y ......._it ........ ....... 1...; .. .....li....... Y USE#4 BAR DOWELS AT 12"CENTERS. LLJO20 C0 n;J I 6, J _(,� \�
D YYY
r z -� N I - : PROVIDE ALL CATCH BASINS OVER T-6" IN DEPTH WITH S-CEPS 12" o o z r z � •� W #4 BARS "V' 6 LL O
2 _ A �, _ o d 2 STD. 840.03 FRAME O �, O Z
m O n I: - ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66, K y - - m O n �3 EQUAL SPACES GRATE a HOOD o 2 J
O m n � is m USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. LL Q z 2 G) m ei -4 1 112" �-I 1 1/2" W Q Z 2
z a m B USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS < V LL 0 Z n m 3 I� V LL O o u T i o N'5' i N c
;% 8" B" i OF SECTION 840 OF THE STANDARD SPECIFICATIONS. I- 2 O ER I 0� O W
z a -O o o MIN. 4 MIN. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB 1/) h ~ Z Z m o o �IrI1I1IrIrIjIrIrI1I1IjI(B� Vn r H
" x O r - LL D x r � Z ENSINEERIN4 t 3NRVEYING GP.S COIJ.�TRNCTON LGYOIlr F
n X - 6,• D -- AS SHOWN ON STD. NO. 840.00. ii Z = = U111r111111r1B O O O /N /11
-4 Z " MIN. _ FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER S-0" IN HEIGHT, USE 00 N 1 R R s-o"
D D 12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING Z F. � D = ¢ 6 U Z
.. r< 4 3 -..' V-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY. a 1 _ a PLAN a G
O L PLAN X CONSTRUCT WITH PIPE CROWNS MATCHING. W O L m m LLJ m LL
z SECTION X-X KK ¢ a ¢ CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES 0
CHAMFER ALL EXPOSED CORNERS 1". � � Z m
e TOP ELEVATION = DRAWING NOT TO SCALE. u d x' TOP ELEVATION
m n in ®1 EXPANSION JOINT S
USE ON FLAT GRADES 2 b AND UNDER 7 j�l Ilr)
_ _ _ - _ _ _ - FRAME GRATE AND HOOD TOP ELEVATION OgRO /�//
SEE STD. NO. 840.03 STEPS - STD. NO. 840.66
STEPS -STD. NO. 6.1Q66 S 3'-0" m 3'-0" DEPRESSED GUTTER LINE c$$•��••,
8" 8' EXPANSION JOINT 'ge /Q �77 j
MIN. MIN. - - qM'IN
-!- --J- . � • i
A 1 oWD
PLAN OF TOP SLAB SECTION S-S •Q <;
Z16^ 20 Z ELEVATION20 02EA6^ T LL Gi NORMAL CURB AND GUTTER ON LIGHT GRADES LL
T vI TOP ELEVATION NORMAL GUTTER LINE Z 8"QIL � �%-}}E #8 "W'BARS r #4BAR 8" WCOTTIJ �% b� SECTION Y-Y an d N X I EXPANSION JOINT m ��Ir MIN. 7W BARS 'V" USEONGRADESOVER 2%z MIN. = 6" ca RISER HT - c � ♦ / ®3 EQUAL SPACES N it . ..
E,,, D ♦♦ �� CJ
VARIES 0 V
«.
? v 6 MIN. ; .. .. =.' _- Q ? /1 O EXPANSION JOINT 10" MAX Q
T #4 BARS "U"
= v e
SECTION J-J 6 MIN Z L% = v 2" 6 DEPRESSED GUTTER LINE Z V x
- MIN. WHERE30"T036'PIPEISUSED T 3' Q �/ ~ T ELEVATION Q C
E I} SECTION M-M SEENOTE F- i c yy r ,Y -
m Z RISER HT. WHERE 42" TO 54" PIPE IS USED m MINIMUM DIMENSIONS AND QUANTI?IES FOR BRICKCATCH BASIN (BASED ON MIN. HEIGHT, H AND GUTTER ON STEEP GRADES y U REVISIONS
_ :i D SECTION R-R DOWEL NORMAL CURB
WHERE 30" TO W' PIPE IS USED N �MM y
•L Gi VARIES I W W Z A 0 A B C G H E F N0. LENGTH N0. LENGTH NO. LENGTH WITH NO RISER)' J W
- J C7 'q DIMENSIONS OF BOX AND PIPE TOP SLAB CU. YDS. CONC. INBOX BRICK MASNARY DEDUCTIONS O W
O _ _ _ _ _ _ _ _ J "K€ 6 M I A �,-,-x-ll :. M Z O PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS-V BARS-W TOTAL TOP BOTTOM TOTAL "u"K msrva iOT^u ONE PIPE Z
-II SLAB ONC. rvwuls corvcaere C.M. R.C. W
!, II 12" 3'-0" 2'-2 -- -- 2-9 -- -- -- -- -- -- -- .- -- -- 0.281 C0.281 0.883 1.164 0,020 0042
AB
3'1" 2'-2" Y-0" 0.281 0.281 0.963 1.244 0.031 0047
0 281 0.281 1.043 1.324 0 044 0 065
:r .. 24" 3'-0" 2'-2" 3'-9" 0.281 0.281 1.204 1.485 0.0]8 0.121
0 U
I 30" 3'-0" 2'-2" 3'4" 4'-3" 1'-2" 4'-4" 4 1'-6" 3 4'-1" 3 4'-1• 45 0.147 0.379 0.521 1.606 2.277 0.122 0.784 �
r fII
it
T4 _ J .L a F... 36" 3 0" 2' 2" S-10" 4'-9 1-6" 4'-4" 4 2'-0" 4 4'-1" 3 4'-1" 49 JAW 0.415 0.602 1 914 2,516 0.176 0.261
WHERE 42"TO 54"PIPE IS USED ' -�- 42" 3-0" 2'-2" 4'-s" 5'-3" 1'-5" T-6" 4 1'-9" 3 3'-3" 3 3'-3" 38 0,135 0.373 0.508 2.152 2.660 0.240 0.371
48' 3'-0" 2'-2" 5'-01 5-9'-� 2-0" 3'-6" 4 2'-6" 4 3'-3" 3 3'-3" 41 0,173 0.410 0.583 2,415 2.998 0.313 0.477 z
DETAIL SHOWING METHOD SHEET 1 OF 2 SHEET2 OF 2 54" 3'-0" 2'-2" 5'-7" 6'-3" T-7" 3'-6" 4 3'-0" 6 3'-3" 3 T-3" 47 0217 0.448 0.659 2.8M 3.465 0.396 0.595 O
SHEET 1 OF 2 p _ SHEET 2 OF 2
OF RISER CONSTRUCTION PLAN PLAN 840.01 840.01 ' RISER HAS.321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT
840.01 840.01 [C o
BRICK CATCH BASIN NTS, BRICK CATCH BASIN NITS � W
0
W
GENERAL NOTES: z v CI W
v FRAME GRATE AND HOOD Z \
m BACK OF CURB SEE STD. N0. W 03 USE CLASS W CONCRETE THROUGHOUT. 0 (/� v IV m S` O W
X PROVIDE ALL CATCH BASINS OVER S-6" IN DEPTH WITH STEPS 12" Q EXPANSION JOINTS ~ Z W
Z SIB" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q F Q - z 6" Ems{ Q Q Q ~
y p 0 Z 3 - 0 0 4'_6" 4•-6" z F Q
� O m � TOP ELEVATION OPTIONAL CONSTRUCTION- MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT J = V O -7;6 6" 6" -= x U z D 12" CENTERS AS DIRECTED BY THE ENGINEER. LL o
r- Z -4 - CO) Y Y 4+ 0 0 gL (9 z r z 1=� 4 BARS "V' STD. 840.03 FRAME U. o a (_7 z
�Dl L USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. m @3 EQUAL SPACES O
mo y „A - �2� O D Vz GRATEaHooO Sy2
C, T n q IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB LL Q �:i 3.1
i 1/2" Q'
= ZDm m '.. AS SHOWN ON STD. NO.840.00. QU �_ =2yDrnrV�¢iSLL0
Z��Oo 6" " B 6' M USE TYPE"E","F"AND"G" GRATES UNLESS OTHERWISE INDICATED. NFL-ZJ z� OO FSFOW
_� I ZJ
T FOR 8' 0 IN HEIGHT OR LESS, USE 6" WALLS AND BOTTOM SLAB. OVER O r IRBBRR'1RII0'�DI N H
:� 2 r e 0 TO 16'-0" IN HEIGHT, USE 8" WALLS AND BOTTOM SLAB. ADJUST 0 LL o n A 2 °a"'�'•°'^"^' 0 0 o
>>> L QUANTITIESACCORDINGLY. OOy c> R R m oo(q�
Z D y Z w u, 6-0" z
Tm CONSTRUCTIMTHPIPE CROWNS MATCHING. ILQ N - ¢ I ¢ PLAN 0. PROJECT NAME
N O PLAIN i SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". L W O I LL a h LL CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES W O
Z X DRAWING NOT TO SCALE. z ¢ ¢ ¢ ¢ ELEV. '
TOP ELEVATION SECTION X-X « w � w TOP
USE ON FLAT EXPANSION JOINT
GRADES 2% AND UNDER
_ _ - _ TOP ELEVATION
FRAME GRATE AND HOOD HALL TT E
STEPS-STp. NO. 840fifi
SEE STD. NO.840.03 STEPS -STD. NO. e4D es DEPRESSED GUTTER LINE
A S` 3�_0� 3.-0.
TOP ELEVATION EXPANSION JOINT m
6 _ - PLAN OF TOP SLAB SECTION S-S M M TACO BELL
Z y" "� - - A O W 0 Z ELEVATION wp Z
G', NORMAL CURB AND GUTTER ON LIGHT GRADES
°D r f- E B E� Z Z w LL a '4461 MAIN STREET
_ 0 = NORMAL GUTTER LINE z
0 x 6 G 6" + #4 BAR EXPANSION JOINT m
(A 6 C 6" x U W N IZI CO) 6" E #8 "W' BARS g^ 6,� W
N SECTION Y-Y q Z i11 TOP = LU
i D 0 0 d Z #4 BARS "V" - USE ON GRADES OVER 2 % ELEV.
.j. 0 Z D 0 x m (a13 E UAL SPACES F a
> v RISER HT - 0 LO M _ Q It
C / > VARIES i _ q C D DEPRESSED GUTTER LINE Ln
� o - 6 '+�' ; Q F (A v 6' EXPANSION JOINT MAX Ir'-I-- 6�
env - T- L z p M ZLLJ
= v s• T SECTION J-J m Q Q F v 11/2" Q H H
#4 BARS "U"
WHERE 30" TO W" PIPE IS USED I- = DOWEL ELEVATIONUj
C
m W SEEN0IE SECTION M-M rn �% m SECTIONR-RNORMAL CURB AND GUTTER ON STEEP GRADES N N STORM WATER
♦♦�4� WHERE 42" TO 54" PIPE IS USED �/ p r
y# Z WHERE 30"TO 36' PIPE 18 USED U) Y W Z x V
V MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN (BASED ON MIN. HEIGHT, H, WITH NO RISERj' LA
Z O VARIES RISER T CO O DIM NSIONS F BOX A D PIPE TOP SLAB CU. Y CON BOX DEDUCTIONS
�/� E O N DS. MIN I J
TI " "- A O Li PPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS B S-U B -V B S-W TOTAL TOP OTTO *oncox� ONE PIPE O O DETAILS
T AR ARS AR T L B
MM FFP Mr*X M M
O J J W W Z Z D A B C G H E F N0. LENGTH N0. LENGTH NO. LENGTH LBS. SLAB SLAB H CM. R.C. Z V
•� -' --- B M M 12• a-o z-z^ 29" 0281 onz 0.015 oozs W
6" 15, 3'-0 2'-2" T-0" 0.281 0.829 0.023 0.036
A x:" 16' :F 2-2" T-3" _ 0.281 0.887 0033 0.049
4
24" 31412'-2" 3'-9" 0.281 1.001 0.059 0.085
' %'• m 30 3'-0 2 2" 3 4 4-3" 1'2 4-0" 4 i-5" 2 3'9' 3 3-9" 39 0.123 0.374 1.433 0.092 0.127
¢ 36 3'-0 22" 310' 4-9" 1'B 4-0" 4 111" 3 3'-9" 3 3-9" 43 0.161 0.415 1.714 0.123 0.178
WHERE 42" TO SN'PIPE IS USED L :, L.:; 42 3'-0 22" 4-5" 53" 115 3-2" 4 148• 2 211" 3 211" 32 0,112 0.373 1.738 0.180 0.243 -
JL� -'i 48 3'-0 2-2" 5-0" 5-9" 2 0" T-2" 4 2-3" 3 2 11" 3 2 11" 35 0.145 0.410 2.052 0.235 0.317
DETAIL SHOWING METHOD -]' T-2" 4 2'-10" s 2'-11" 3 2'-11" 41 T180 0,44e 2.387 0.297 0.401
SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 SHEET 2 OF 2 SHEET 2 OF 2
840.02 840.02 ' RISER HAS 321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT
840.02 840.02 CLIENT
CONCRETE CATCH BASIN NITS CONCRETE CATCH BASIN NITS
FAMILY FOODS
am OU) am
<:43' NOTE: USE TYPE "E" , "F" AND "G" GRATE =v Q Q Q <.A z DETAILS SHOWNING TYPES OF GRATES 2 3/4 O r INCORPORATED
Z m v 3/4" 2'-11 3/4" Q Q Q
WOO UNLESS OTHERWISE NOTED. w� P�'I P J�=� TO-n� USE ACCORDING TO WATER FLOW. 11/2" Z�3V
rZ�X-4 B O�a�z mz-I=- B pOaccDZ
m0 O> � � W y22 0ZLLO G) 005 �y2x
22 zt/e" 21/a Q O- _ Sq 97/8" !qq� -
Zc5-0O0 -� �- N N y2�ZJ ZSOOO TYPE ..G.. TYPE E„ - T A 000�00 M A F_
S O r - - Cc LL o h LL p 10191 Ramsey Street
A -4 Z e 7mi7m
SECTION - LL SECTION - MM Q p -y _j Z _yWATER FLOW SAG f WATER FLOW -�- - g 7/g"o O'n Linden, North Carolina 28304
W oNL z IL c Phone: [phone]
DA A ALIGN FRAME WITH INSIDE 2 3/8" Za> y D Y EDGE OF WALL TO ALLOW Z FOR VERTICAL ADJUSTMENT ,, Z m WALL SECTION f B 1 1/2„ 1 3/a G Fax: [phone]
O O TT
O SECTION - BB r
B SECTION - PP SECTION - NN 1 1/2" 5/8"
SECTION B-B PROJECT INFORMATION
In PLAN J m Z -n 1 3/4" 2 1/4" 1 z
O TI z 3/i" Q y O �1 m 0 0 DESIGNED BY: SCOTT
m FRAME, GRATE, & HOOD ASS'Y °p N 0 z y WATER FLOW -� SAG WATER FLOW t
�i N �
o0Q
C G) - LL 0 0o y r SECTION A -A LL 0 m DRAWN BY: SCOTT
mar 6„ z'D„ 6„ _ D C7=x m3- o x
X Z L) Rl y z= V CHECKED BY: CHRIS
m 2 � C x TYPE "F" TYPE "E" TYPE "G"
F O "
Z" y 3'-0" m 1 3/4° 1 3/4^ Z U z 0CA
Q PROJECT NUMBER: 542
° n o Q C D 9 RAISED FLOW ARROW Q V
Z D K Lv z 21 M -� N N N 1 3/4" f O y Q 2 D RAISED FLOW ARROW P 2 3/4" 1/i6"HIGH 2 3/4 I Q N Q
a N c SECTION -AA low" 11 Il- o Z LU D v 1/16"HIGH -� OD '1 N Q F Z DRAWING SCALE
" v °� a v D O ,,/z° a y NOT TO SCALE
a Z� L M u� I -1� ur, v~i�z a Z� ,/z" � -M v~i�z
1 v z .J FRAME PLAN 2 O '4 v
x "O
Z SECTION - JJ y W W n= Z 1/8" O N W
_ = G) 3/4" 3/�4" .( T-0 7/3" 55181, J 2 Gi 1 /8" M _
D 0 I�1 1!1s' s 1v16. II�I� 1/2" Z = D 0 O P O 11/2� N 13/4" z 9
O f� I I R 3" R
p =� W LL p rn v M , vz" , 3/4" � � va" 1 v2" R 1/8..W � xo DATE RELEASED
Z "' -� 'v j iv LL z 2'-11 3/4"ILL
11/2" g" 2'_ 0" 6" _ 1/2" I `v 2'-11 3/4"
�� � - I I -, 1/2" -I I- 7/B" �J L�1 1/2"OCTOBER 15 2010
31/2T' 6 3'-0" 6 31/2" 314" O =4 3/4" tY1" 'l f 'l f - I
7 1/2"
1 vzln II SHEET NUMBER
SECTION - KK p'-11 1/2" 1v1s• 4 5/8" 1 3/4" SECTION A -A �- }{� yll� 7/-8"
SHEET 1 OF 2 R SECTION - RR SHEET 1 OF 2 SHEET 2 OF 2 TYPE - F TYPE G SECTION A -A SHEET 2 OF 2
840.03 HOOD ELEVATION 840.03 840.03 840.03
-C-7A
FRAME, GRATES, AND HOOD NITS FRAME, GRATES, AND HOOD NITS

409 Chicago Drive - 5uite 112
° E Z ° E GENERAL NOTES: Z Faye teviUe, North Carolina 28306
CHAMFER ALL EXPOSED CORNERS 1" O
00 A PTIONAL MANHOLE O 0) °'O 8„ A - N Phone: (910) Q26-fiJ�J
G Z 6" Z
E Q Q Q Z � Z 6 OPTIONAL MANHOLE E USE CLASS "B" CONCRETE THROUGHOUT. Q Fax [phone]
N �- USE #4 BAR DOWELS AT 12" CENTERS. Q F Q
VA O O GENERAL NOTES: Z 3 O O YY 8" Z License Number C-235A
�J V -n1 (�. MORTAR JOINTS 1/2"t1/8"THICK. ♦Y (.i - \
D Z A Y C CHAMFER ALL EXPOSED CORNERS 1". I.L. O O Z A y 1 CONCAVE TOO ALL EXPOSED JOINTS- LL'J O= Z
m O = D I j USE CLASS "B" CONCRETE THROUGHOUT. O a- Z m �= 1 USE FORMS TO CONSTRUCT THE BOTTOM SLAB. O a 4 J I T 1 \\\
O L OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2' KEYWAY, OR W a Z = _ D (7 X X JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" W Q Z = = I GG
Z x �( #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. H V LL J Z=CD D M N _ D D SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK ~ V LL O o u T i o N , i N c
caO Q D D USE FORMS TO CONSTRUCT THE BOTTOM SLAB. H = O W iii O I m Q co U m FOR 8'-0" IN HEIGHT OR LESS, USE B" WALL. OVER V-0" IN H = O W
Z 5 O O 0 m h ❑ U IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, N L- F- Z z = O O LL K U O LL HEIGHT, USE 12" WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL N F Z J
ci =_ % x W O ADD TO BASE AS SHOWN ON STANDARD NO.840.00. M LL O g n C Q FOR THE REMAINING 6'-0'. ADJUST DIMENSIONS AND QUANTITIES � LLO g AENQN[ N4 A uevEYING A i; e ACoNbTe N "Your A
!� I Z u_ m Q~ PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS O O fA G Z m a U ACCORDINGLY. O O N
a U 12" ON CENTER IN ACCORDANCE WITH STD. NO. 840.66. Z n D > 4t N IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, Z F
5 D N 14 ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES �_ ADD TO BASE AS SHOWN ON STANDARD NO.84000.
y Q 1 TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAI BARS W 0 N O 1 PROVIDE ALL JUNCTION BOXES OVER 3'6" IN DEPTH WITH STEPS W O
' SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE I G Z g" -� 3" � 12" ON CENTER IN ACCORDANCE WITH STD. NO. 840.66. 1 O
Z 6" 3" 3 HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) Y 3 ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP C TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
�( SEE STANDARD OVER C #4 BARS "A"
#4 BARS "A" ELEVATION IS 12 FEET. PLAN SEE STANDARD 840.54 SHORTENED AROUND OPENING N TOP SLAB, ADDITIONAL VARIABLE
FOR MANHOLE COVER 8 FRAME SPACED C.
APIP
OPTIONAL SPACED C.
FOR MANHOLE COVER R FRAME C. TO C. HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) `tt111111 f///
BRICK MAY BE USED C. TO C. OPTIONAL
MAY BE USED TO ELEVATION IMAX. DEPTH S 12 EET F THIS STRUCTURE FROM TOP OF BOTTOM BLAB TO TOP ;``���`, . CA�O///
TO ADJUST FRAME & ADJUST FRAME & COVER (rESS/O •.
COVER TO SURFACE 6" TO SURFACE ELEVATION MAX. 1' ;
ELEVATION MAX. i' r #4 BAR �/ " � 2 { •�
m Ir = ^ RI HEADER #4 BAR- SEA
Z O Z^- COURSES O27 O �/ZLLM l!J ^ W 1/a" m x 0 XwOUTLET PIPE CCJOUTLET PIPE1OJ"E OR F 7 1/2" O =0 = ❑ O //� q '•...... `�\
0= W F E OR F 1 1/2" L m= W �/ 0OTT 16 ;�Om-�ISECTION q ZIL^'O-t A6Z Q a ////�Hnnttte,,
-0 D DOWEL ¢ Q d 1 -u L n INLET PIPE .,8'•
�. >_.,I SECTION �-� O ! r-�
_ 0 m z° C-C OR D-D o Z_ z o C o 6„ OUTLET ELEVATION C -�
•� O L SECTION X-X m Z C-C OR D-D DOWEL G F
c Z C n c Z c Z > SECTION X-X c V a
Ol r- a DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES C3 0 CD r `+ ° DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES Q Z Z
W r Z ° 0_ SEE STANDARD 840.54 O 0
DIMENSIONS OF BOX AND PIPE TOP SLAB H O FOR MANHOLE COVER & FRAME REINFORCEMENT
z H �j 0 ° REINFORCEMENT CUBIC YARDS TOTAL QUANTITIES DIMENSIONS FOR ONE Z IL � - 3 ° DIMENSIONS OF BOX PIPE TOP SLAB CUBIC YARDS =
BARS "A' DIMENSIONS IN BOX BOX AND SLAB PIPE CU. VDS. Q d PIPE SPAN WIDTH HEIGHT BARS DIMENSIONS CONC. BRICK MASONRY AIWE 6tUYtl98. Q ' d ~
D PIPE SPAN W DTH HEIGHT UJ -0 D .
Mv Z 6" ~ LL, O iV Z Z BRICK MAY USED TO F O -
Im = O G 1/4" X 6" D A B H NO. LENGTH E F TOP BOTTOM WAW LBS CU. VDS C S R.0 cn _ m = ADJUST FRAME & COVER TOP & MIN WALL PER (/) REVISIONS
Z Z .> EXP. JOINT SLAB SLAB FT. OF HT. REINF MIN. "H" _ O 1111 1 TO SURFACE ELEVATION MAX. 1' D A B H NO. LENGTH E F BOTTOM HEIGHT FT. HT. C.S. R.C. = V
E
(n U r Z 6 CU. VD. CU. YD. CU. YD. N N H
m W O 1/a" 9'. 12" 2'-0" 2'-0' 2'3" 12" 2'-9 3-0" 3-0" 0,167 0.167 0.185 22 0.750 0.015 0.024 J Rl T 1/4"X8"EXP. JOINT 12 2-0" 2-0" 2-3" 12 3-1" 3'4" 34" 0412 0.591 0.263 0020 0.032 J LML
T 15" 2'-3" 2'3' 2'-6" 12" 3'-0 3-3" T-3" 0.196 0.196 0.204 24 0,902 0.023 0,036 Z O -n -:. 15 2-3" 2'-3" 2'-6" 12 3-l" 3'-4" 3'4" 0.412 0.657 0.263 0.031 0.041 0 4i .a 18" 2'-6" 2-6" 2-9" 14" 3'-3 V-6" T-6" 0.22] 0.227 0.222 30 1065 0033 0049 18 2'6" 2'6" 2'-9" 14 3'-5" 3'-8" 3'-8" 0.498 0.814 0.296 0.094 0.065 Z
9( ,yam 6 : �' .' W (.i A va" s" W
24" 3'-0" 3'-0" T-3" 16" 3'-9" 4'-0" 4'-W 0296 0.296 0359 40 1.434 0.059 0.085 24" T-D" 3'-0" T-3" 16" 4'-1" 4%4" 4'4" 0.695 1.176 0.362 0,078 0,113
30" 3'-6" T6" S-9" 18" 4'-3" 4'-6" 4'-6" 0.375 0.375 0296 51 1860 0,092 0.127 6" x 30" 3'6" 3'6" 3'-9" 18" 4'-5" 4'-8" 4'-B" 0807 1.481 0.395 0.122 OA70
36" 4' -W 4'1" 4'-3" 20" 4'-9" 5%0" 5'-0' 0.463 0.463 0.333 64 2.341 0.132 0.178 36" 4'-0^ 4'-0" 4'-3" 20" 5'-1" 5'-4" 5'-4" 1,053 01.959 0461 0.176 0.1238 i"
6 SEE NOTE 9' DOWEL 42" 4'-6" 4'6" 4'-S' 22" 5'-3' 5'-6" 5'-1. 0.560 0.560 0.3]0 ]7 2.878 0.180 0.243 B 42" 4'-6" 4'6" 4'-9" 22" 5'-s" 6%0" 6'-0" 1,333 2.503 0.527 0.240 0.323
48" 5'4" 514' 5'-3" 26" 6'-3" 6'4" 6'4" 0.743 0.743 0.403 111 3623 0.235 0.317 48" 5'-4" 5'4" 6-3" 26" 6'-5" 6'-8" 6'-8" 1,646 2.940 0.560 0.313 0422 07
SECTION Y-Y DOWEL
54" 5'-10" 5'-10" 5'-9" 28' 6'-]" 6'-10" 6'-10' 0.865 0865 0444 126 4.283 029] 0.401 6" 3" 54" 5'-10" 5'-10" 5'-9" 28" 6'-11" ]'-2" ]'-2" 1.902 3.502 0.609 0.396 0.535
60" 6'-6' V-6' 6'3" 30" 7'-3" T-6" T-6" 1.042 1042 1,481 145 5.090 0,36] 0.495 60" 6'-6" 6'6" 6'-3" 30" ]'-0" ]'-10" ]'-10" 2.2]2 4.113 0658 0.489 0.660 z
SHEET 1 OF 1 %Fif�
SHEET1 OF 1 SECTION Y-Y SHEET1 OF1 G� O
840.31 66" 6'-9" 32' 8'-1" 8'-1" 1210 1.210 1.518 169 5917 0444 0589 840.32 66" T-i" T-1" 6'-9" 32" B'-2" 8'-5" B'-5" 2624 4.776 0]08 0.591 0798 g40.32 0
CONCRETE JUNCTION BOX NTS BRICK JUNCTION BOX NTS DID
CO
_ QUU
° SOLID COVER SHOWN PERFORATED, PERFORATED AVAILABLE Z Z W
m IF SPECIFIED. O w ° m O LLI
° i 1 2" WEEP HOLES GENERAL NOTES: H }
<qSTATE USE OF SYSTEM ON COVER Q Q <. Z Y
Z Q USE CLASS "B" CONCRETE THROUGHOUT. Q Q Q fr
rfnOO ] (I. E.: SEWER, STORM DRAIN, ELECTRICAL) Z ?� N-nO PROVIDE ALL DROP INLETS OVER T-67 IN DEPTH WITH STEPS 12" ZK LL O
O -n� N LL O O Z Z CA ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. LL J O = (.% z
m0�=D �¢ TOP OF COVER WIey== mO� = -4 hD OP CENTERS AS DIRECTED BUCTION - YNOLITHIC THEENGINEER.R, 2" KEYWAY, OR #4 BAR DOWELS AT O0y=Z
O -n n-4 pp f V Z LL 0 = Z D m X X USE FORMS FOR TO CONSTRUCT OF THE BOTTOM SLAB. FM- V Z LL 0
_ CA •A /L B B F = O W CA IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB Q O W
Z4��00 A A yFI-Z-j Z5-000 AS SHOWN ON STD. NO, 84000. H=� J
= O r T LL O f7 .O r CONSTRUCT WITH PIPE CROWNS MATCHING. y U. y
ADD Z / '� Z O; c D Z INSTALL 2" WEEP HOLES AS DIRECTED BY THE ENGINEER. O O
LI// D D INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A Z F;
^< 1 POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
fA 0 1 1 W O y 0 I CHAMFER ALL EXPOSED CORNERS I", W O PROJECT NAME
Z O Z DRAWING NOT TO SCALE. 1 Q
Y
BOTTOM OF COVER 1/2"
1" R PLAN
WITH GRATE & FRAME REMOVED S H A L LOTT E
PLAN OF COVER BRICK COPING (INCIDENTAL) TACO BELL
Z PLAN OF FRAME LL ; `Z TOP ELEVATION O
Z r 1 111/2 (� 0 _ O r P STD. 540.16 FRAME Q W
&GRATE _ 4461 MAIN STREET
O= Z (,i ' 0_ 1, #4 BAR Z Z
m2'-, 1l4" Z N� 8�� A 6" 6„ B 6„ 3 d Ow
to rQQ7
-, Z i'-11 3/4" 34'• Ca i Z x Q O a
D V-10 7/8" " r1 G C m D = 0 M
mo �- oQQ oho owe
D° TYPE #1 1 /2° a LL -v 0° m ¢ t j
DOWEL y iv
Z � 33/4� -�� ~ w m m STORM WATER
I y SEE NOTE DOWEL(SEE NOTE) MAX PIPE THIB SIDE - i
v z �l 1/2" -1 h� 3/4" y Z Z _
0 0 a V-105/8" 1= I j° SECTION X-X SECTION Y-Y _j 0
T a ALTERNATE Z Z O (3 U DETAILS
In ;u 1--��- SECTION B-B W a � DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H) W
DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR
a 3/e" z'-o uz" MINIMUM WEIGHTS -LBS.
fV
WIDTHPIPE SPAN I MIN_ HEIGHT PIPE
FRAME - 180
D A B H BOTTOM WALL PER roRIGHM HM C.M. R.C.
COVER -120 SLAB FT. HT. ee,cetn
SECTION A -A TOTAL - 300 z° 3w" r-o^ 2'-0" 0222 0.222 0.222 0,015 o.M
151,
SPECIFICATION 8" 2'-6" 0.703 0033 0049
CLASS 30 IRON MEEETING SHEET 1 OF 1 SHEET 1 OF 1 24" T-0" 0.814 0059 0.085
SHEET 1 OF 1 ASTM A-48 30^ 3'-0" 2'-0^ 2'6" o.zzz o.zzz oszs o.os2 0.127 SHEET 1 OF 1
840.54 TYPE #2 840.54 840.14 840.14
CLIENT
MANHOLE FRAME AND COVER NTS CONCRETE DROP INLET NTS
GENERAL NOTES:
= m Z FAMILY FOODS,
Y_ MORTAR JOINTS USE
CON12"CRETE
o� Im g� 1,/2" 3'-6" �� INCORPORATED
C •'{ Z USE CLASS "B" CONCRETE THROUGHOUT. a Q Q S• Z 1 1/2" Q a Q
WOO USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Z W � cTN OO 1" DEPRESSION N Z F
USE #4 BAR DOWELS AT 12" CENTERS. LLJO= YO A I) �� J =U
r Z 12 DEDUCT FOR PIPES) FROM TOTAL CU. YDS. OF BRICK MASONRY. O O fL (9 Z r Z -f 2 cn 1'- 7 5/8" 1'- 7 5/8" H F U. O a (� Z
RI O n X X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" W V% i = to O n I O y =
f': _L ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. F Q Z ILL 0 G% T Z n Im H Q Z LL(�
_ = Z> RI USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS Q = O W = = CA � m _ ��j o G E E Q V q W
O OF SECTION 840 OF THE STANDARD SPECIFICATIONS. H Z J Z O -0 O O (V - - H =
Z = O 0'f7 IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB to LL O = O r T O N K LL O Q 10191 Ramsey Street
Ci AS SHOWN ON STD. NO.840.00. O O A Z n O 04 Q.+
�'-r Z w FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE Z h n n fV O Z O N Linden, North Carolina 28304
* a 12' WALL TO6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING dt 0 F Phone: [phone]
N O V-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY. W C3 coVl 0 1 .J O a 0 ( )
uj
CONSTRUCT WITH PIPE CROWNS MATCHING. r Fax: [phone]
Z DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO TRAFFIC. O Z SECTION G-G " I I H
Y PLAN
CHAMFER ALL EXPOSED CORNERS 1". ip
PLAN DRAWING NO TO SCALE. i'41/2" 1'41/2" F
WITH COPING REMOVED 0 v 1-7 5 5 1 7 5 E CASPLAN T I FRAME N PROJECT INFORMATION
BRICK COPING (INCIDENTAL) C W 00
N PLAN OF GRATING I- Z DESIGNED BY: SCOTT
m TOP ELEVATION m 0 m
Z e STD. 540.16 a O �_ Z 2'- 3 1/4" CAST IRON O
G) FRAME & GRATE LL G) LL a DRAWN BY: SCOTT
_ r CHECKED BY: CHRIS
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y Z W r y Z PROJECT NUMBER: 542
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C A SEE NOTE O Q $ 3'- 3 3/4" 2'- 3 3/4" Q 3 DRAWING SCALE
C40° o�� 0 13/16° 2" e O
1/8" vs° va° 1/8" zz M.-� ° #4 BAR z y �D1 I I I I IL 13 NOT TO SCALE
m 3" MAX PIPE THIS SIDE -1� _ A ` SECTION H-H 3/4" 3/4" 3/4" 3/4" 0 Lu y
m Z SECTION X-X SECTION Y-Y w W o v Z I 3'-2' IJ- � I 2-z" J_ = J X
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O DIMENSIONSAND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H) F-=-I z D O 2 1/8" T i 2 1/8" Z ♦1 DATE RELEASED
;13DIMENSIONS OF BON&PIPE CUBICYARDS CUBICYARDS DEDUCTIONS FOR DOWEL w v A z N N N W W
PIPE SPAN WIDTH MIN. HEIGHT CONCRETE BRICK MASONRY ONE PIPE m 3'- 1 3/4" 2'- 1 3/4" 0
BOTTOM WALL PER AR NR FOR CO 0 OCTOBER 15, 2010
D A B H MNSONRTFOR G.$. RC,
SLAB FOOT HT. MIN.0.521rr,H
12" 3FT 2'-0--2 '-Y 0.268 0.313 0.522 0.020 0.032 '� 3'- 6" 2'- 6"
15" 2'-3" 0,268 0.313 0.600 0.031 0.047 0
18" 2'-6' 0.266 0.313 0.678 0,044 0.065 SECTION E-E SECTION F-F SHEET NUMBER
24" 3'-0' 0268 0.313 0,835 0.078 0.113
SHEET 1 OF 1 30" 3%0" 2'-0" 2'-6" 026e 0.313 0.991 0.1z2 o.no SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 1
840.15 840.15 840.16 840.16 C-75
BRICK DROP INLET NTS DROP INLET FRAME AND GRATE NTS 5