SW7960208_APPROVED PLANS_20060908

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
Sw
DOC TYPE
❑ CURRENT PERMIT
rAPPROVED PLANS
❑ HISTORICAL FILE
DOC DATE�f�
_
YYYYM M D D

._J.1 :61:.. 1.-A_xr., It AIC l;ai: '-its
SPECnCA7iONS
permit placement and removal of formwork, Installation of sertiiices and irapection of construction.
Summary of Work!
1henever unsuitable or unstable soil conditions which cannot be corrected by deewotering .ore
T�•a Orowing5 and specifications or these two sheets depict and fully descrbe the work to be
encountered, trenches shall be ftcovailed below grade and the trench bottan shall be brought to grade
performed in conjunction with this project Vne Work far this project consists of parking lot and
with suitable stabilization material.
drainage improvements for Foursome Investors, Inc.. Construction generrally consists of.
Trench & Structure 8ackf€11:
1. Construction ;:f 110,978 sf o' parking area. Parkng lot shol! be constructed
Sacked compacted tc 95 percent will be required for the hell depth of the trench above the pipe.
of 6" compacteq depth ABC .stone and 2' BCSC, Type i--2 ospF►alt surface
The method of compaction and the equipment used shall be appropriate for the material to be
and Q6 if 30' curb ord gu'eer,
compacted and shall not transmit damaging shocks to the pipe. Bockfill material shall be compacted to
the specified pereert of maximorn density at optimum moistur4 content as determined by ASTM D698.
z installation of 308 LF of 12' CMP drolnoge Pine and construction of _' masonry
The top portion of backfill beneath 'estab[!shed town areas shall be finished with not less than 4 inches
drainage structu:-es
of topsoil correspordr,g to. or better than, that underlying adjoining lawn areas.
3 Constructeor: of 5,396 sf detent,oq pond with necessary structures as shown an these
plans and in the dstaiis.
Disposal of Excess Excavated Materials:
Except as otherwise perrritted, ail excess excavated materials shall be disposed of away from the site
4 Pemova! and 'eplocement of-nderr-ut extavat�ccr: or. necessary tc achieve final grade as
of the work Broken concrete and other debris resulting from pavement or sidewalk removal and other
well as any aoditlonal fill rrlc' *nisi needea
similar waste materials shall be disposed of away from the site of the work, Unsuitable and surplus
excavated material ncr incorporated In the Improvement shall be disposed of by the Contractor at his
5 Finish grading of :iisturbed areas and seeding or,d n• ulchir g pet specifications,
own expense.
6 Compliance with federal, state and '-;-col dinorces lonoernrng p•,,ilution. utiiUes.
STORM DRAINAGE PIPING:
erosk,r control and traff+4 control.
Materials and lostaltation,
The tr.ontractor slim! furnish al' labor, equipment znd noterials necessary to completely construct and
Ai pipe materials striae conform to the latest edition of the NC D 0 T. 'S4gndord Specifications for
put into acceptable service th* new parking !nt and drair-ige facilities.
Roads and Structures" Sections 320 and 1032.
SITE CLEARING
Pipe installation shalk conform to the lines and grades as shown on the Drawings and in accordance
with the latest edition of the NC D. 0. T. "Standard Specifications for Roads and Structures Section
The Contractor shall furnish of labor, mo'eerials, tools equipment and all else regLalred for and to
300:
perform all ctearing and grubbing of the surface of the ground of the designated areas.
Protections.
STORM DRAINAGE STRUCTlJFf S:
The Contractor provide temporary fences. barricades, coverings, or other protections to PPMerve
existing items indr.ated to remain, apply protections to adjacent properties as required
Contractor shall construct all indicated drainage structures in accordance with the Drawings, Details,
and NO D. 0. T 'Standard Specifications for Roads and Structures' Section 80.
Restors domnged worts to the condition existing prior to the start of work, unless otherwise directed.
Protect existing trees and vegetation which are to remain from physical damage
All storm drWooge swales shall have 3:-1 mintrnum side slopes.
Execwtion of Work.
ABC STONE BASE AND BITUMINOUS CONCRETE PAVING
In areas designated tc be cleareld and grubbed, oil stumps, roots, burled logs, brush, grass
and other unsatWoctory materials shawl be removed The roots and other projections within
Weather Limitations:
excavation areas over one and one-half (1-1/2) inches in diameter shall be grubbed out to a depth of
Apply prim* and tack costs only when ambient temperature Is above 507., and when temperature has
at least eighteen (18) inches below the IWAsfied subgrade elevatfon or Mope grade. Stumps, roots
not been.below 55F for 12 hours immecllately prior to application. Do no apply when base is wet or
and other projections within embankment areas sholl.be completely grubbed out to o depth of not less
contains an excess of moisture. Construct bituminous concrete surface course only when atmospheric
than sight (8) inches below the existing ground level. Ali debris and other items to be removed from
temperature Is above 40'F, and when bass is dry. Base course may be placed when air temperature is
the site shall be done so at the Contractor's expense. Waste items and materials shall be legally
above 307 and rising.
disposed of as directed by the Owner.
Materials:
TRENCHING, BACK.FILLING AND COMPACTION FOR PIPELINE INSTALLATION
Base Course:
Desorption of Work:
Contractor shall place 6' compacted depth of base course to achiever finish grade. Base
All pipe lines shall be laid to sv� line and grade so as not to conflict with water, sewer, gas, storm,
course shall be constructed of graded crushed stone matoriol, North Ourotha of
sewer or other. existing utility lines or services. All pipe Imes spoil generagy be iaid to line and grade
Transportation Divislor of Highways standard stone type ABC. The base material and method of
shown an the Contract Drawings. Drainage structures shall be built of the materials shown on the
oonstruction shall meet the standard requirements of the N.C.D.O.T. Division of Highways.
TF Qw cT01 It-
(SEE DETAIL)
r
1 31 I z 4Q S. is
£
/ DETENTION
POND
! PERMANENT POOL ELEV. = 7.00:
y 10.41
i f WEIR
r 9.97 .87 iL ]IL �&L
a FOR£BA Y r 011,
41L
8.36AL AREAJL
• �,.
94- INV. 7.50
Drawin -_.._ `.__. HALSTEAD AUTOMOTIVE PAP.IK
gs \`
Surface Course: ,I ' �'' -- -- - -__ ____._ _..._ ._ _ _ . _
Existing Utilities: Surface course shall be 2" of BCSC Type I-2 plant *'nix concrete. Materials used and method of mixing. w 10 2D ko�� `% 30'R
The existence grid locations of underground utilities indigated or the Contract Drawings are not placing, compacting. etc., shall meet the standard requirements of the NC D- a T. "Standard
guaranteed and shall be investigated and verified in the field by the Contractor before starting work- Specifications for Rocds and Structures" Sections 610 & 645.
Excavations in the vicinity of existing structures and utilities shall be done carefully by hand. PA`,rEMENT MARKINGS
No classiflcotion of excavated materials will be made Excavation and trenchingwork shall Include the9--
Contractor opal! 9tri e Arkin got in accordance with the Drawings.. The Contractor spoil awes and ' 01
removal and subsequent handing of all materials excavated or otherwise <err,oved in performance of P parking �- sweep
and
contract work, regardless of the type, character composition, or condition thereof. clean the new pavement surface to eliminate loose material and dust.
Protections. Striping:
Excavated materials shall be deposited in areas designated by the Owner. The Contractor shall avoid
depositing excavated materials on pavements, sidewalks or grass plots, except on euthorizotlon of the 1. Use a chlorinated -rubber base traffic lone -marking paint. factory -mixed, quick -
Owner and then only when adequate temporary provisions have been made for passage and protection drying end non-bieeding• 8'
of pedestrians and vehicles. Adequate bridging and tanked crossings must be provided and 2. COLOR +M1iie Provide material complying with FS TT-P-115,
P 9 4 p 9 p . 1�',3
maintained across all open trenches for pedestrians and vaituctes. Type 111 G 2
3. APpiy paint with mechanical equipment to produce uniform straight edges. Apply in s, i
The Contractor shall shore up or otherwise protect an fences, buildings, walls, walks, curbs or other 2 coats at marrufocturer's recommended rates.
property adjacent to any excavation which might be disturbed during the progress of the wank. The 72
SEEDING AND MULCHING � / � PROPOSED SW
Protect structures, utilities, sidewalks, pavements and other facilities in areas of work. Barricade open Ui� I sL RN ELEV. " 11'0Q
excavations and provide warning lights from dusk to dawn *soap day. Permanent seeding is required for all areas disturbed by construction, except for areas covered by DAwS rv1001
C,`� � If1Y. E1EY• a S. 39
structures, pavements, etc /
440/913
Provide bracing and shoring as required in excavations, to maintaM sides and to protect adjacent
Temporary seeding of disturbed areas shall be performed whenever
structures from settlement, compiying with local codes and regulations. Maintain until excavations are. er *nark is suspended or delayed axe g'}' 1�, #,5'R 24'
bnckfilled. any portion of the project for 30 days and the potential for erosion exists i0.14 O' S'�jy c�
Control.
In eneral, fallow procedures and ides fished b the Soil Gonservatian Service, United States SERVICE AREA( 10.22
Dewatering and Groundwater g P y T '
Dewatering equipment shall be provided to remove and dispose of a!t surface and ground water Department of Agriculture FF ELEV12:00
r L'y w 9 1' _
entering exeavatiorm, trenches, or other parts of the work. Erich excavation shall be kept dry during n °
subgrade preparation and continuohy thereafter until the structure to be built, or the pipe to be Mulch for erosion control shall consist of groin straw or other acceptable material. E r
installed theftin, is completed to the extent that no damage from hydrostatic pressure, flotation, or � 6 71 !t
other cause wilt result Maintain the crass on-thefor a period of 30 days after the grass growth appears. Rose" bore � 1G� �O �
areas and repair all erxfed areas during rthat period, Inspect all seeded areas and make decessary /
All excavations for concrete structures or trenches which extend down to or below ground water shall repairs or reseed'Ings *1thin the planting season, if possible. If stand should be over 60%.darn", re-
be dewatered by lowering and keeping the ground water level beneath such excavations 12 inches or establish following original limestone, fertilizer and seeding recommendations_ All areas which do not ,
more below the bottom of the excavation. exhibit satisfactory ground cover within 45 days of seed application shall be replanted. /
Stabilization: Oils
f
Subgrades for structures and trench bottoms shall be firm and thoroughly compacted; shall be free
m/ 983
from silt and rnuck; and shall be sufficiently stable to remain firm and intact under the feet of the f f l;�S. PART'S
workmen, Subgrades for concrete structures or trench bottoms which are otherwise solid, but which 8 59 ! { &
nOFFICES
mucky on top due to construction operations, shall be reinforced with crushed rock or gravel. ®� f 9 39 Ff ELEV = 12.00
The stabilizing material shall be spread and compacted to a depth of not more than 4 inches. Not
mere than 1/2 inch depth of mud or muck shall be allowed to remain on stobiiized trench bottoms
when the pipe bedding material is placed thereon. The finished elevation of stabilizing subgrades shall
not be above subgrade eievotions 'indicated on the Drawings. / # 30
♦! N
Excavation For Structures: g,=�'
Contractor shalt excavate sufficient area to the eelevallons and dimensions shown within a tolerance of PROPOSED DITCH E: $ 1E SHO
plus or minus 0.10. Excavations shall extend a sufficient distance from footings and foundations to INVERT = 8.50 + j S� 1 ' fT ELEV I 1
DRANAGE STIRS IC."TURE TABLE
STRUCTURE # DESCRIPTION RIM INV,
OCURB
INLET
10.50
J 780
CURB INLET
10,50
6.00
1 `,
INLET
10.50
&21;
CONSTRUCTION SEQUENCING
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2, INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. FILL THE EXISTING FIELD DITCHES, CUT NEW SWALES AND DITCHES.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6. SEED THE DISTURBED AREAS IN SUCH A MANNER THAT NO AREA WILL
REMAIN DENUDED FOR MORE THAN 30 DAYS.
7, MONITOR AND MAINTENANCE THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
8 ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
1 a. 3:3
`' { a/14 �® s
�'� rah .
12.00�
10.55 K °006 �� 12.010i"l`I
�• / t 1G.aa PAVED
11
0
Ili
o
tn
DUMPSTER
PA
.5'R
11.60 TC
c�
11.00 TC
Z
7.41 i
Y
.34
Sol-
N/F
HALSTEAD AUTOMOTIVE PARK
11,80 TC 10'X1O'X6" THICK
., TRANSFORMER PAD
11.00 TO
2
w 9,- i6.
g 22
i ea
11.50 TC APPROXIMATE
LOCATION
NORMAN YOUNG
{ TIRE CENTER
V1C1 1 n1,'r N1/1Af'F=711`
NTS
I�
SEWER MANHOLE
■
PROPOSED DROP INLET
®
EXISTING WATER METER
PROPOSED STERILE SWEET GUM
l
EXSITTNG CREPE MYRTLE
PROPOSED DITCH OR SWALE LINE
EXISTING DITCH OR SWALE LINE
"S"YQ
FIRE HYDRANT
SEWER FLOW DIRECTION
DRAINAGE FLOW DIRECTION
10.60--1
PROPOSED GRADE
„
EXISTING ELEVATION
- �" ° �• ",.
PROPOSED CONTOUR
BENCHMARK
E5 El
PROPOSED POST LIGHT
(1000 WATT METAL HALIDE
ON 25' TALL POLES)
LEGEND
®� PLAY AREX
0.08 311,00 TC
0 14
10.02 O STUB OUT
5 LF 12" CMP
11.SQ TIE 2" WATER 9.2
SERVICE TO t
+O' `O.Og PROPOSED SERVICE 1-1/2" METER N/F
V�C' 10.44
A PROPOSED DITCH 8,49 ENTRAfiCE SIGN TBM FIRE HYDRANT
9;4 Jp ` _ ?<; 14 HIGH POINT 10.01 ASSUMED ELEV. 1138 SIR NORMAN YOUNG TiRE CENTiR
i i).35 8.6 i
/ 10.00 ® IifVERT� ®0 --- C.
25' PLANTER gt; R 0, .r...
'R 1 1 - ' -ec `, ti 11.50 TC
__ -- - 5 F.9r,� '1 ri a- 10.".0 �• F�OSED SWALE n; 9il� 36' �fler -� 6' EXISTING 15" RCP
-- .09 INVERT IN 9.18
4 iALL
tot A
0.42 A . 10Q.04' _ SZ, 4a " E .- _. 5 57" E 99.65'
1 ._ _... 1 102. r` �_ -------...---
-- --- $ 54'05'52' E_ 79.75 11.33 G:75 ?0 7 HiE1�ER
- SWALE - SLOPE TO DRAIN_ F __ -
t 80 PROPOSED . _PROPOSED SIGN 245 !f 8" pVC 5 5 ® 0.49
Mom' 8R" �.84 p9 19 �. 1 1 t� 3.5913.55 Q�'E
z 4 �. X r14 04 z y LOCATION
3 38 ":93.k.
r A �.8''. R3.8t •� 4.53 x 20'R 14, n 20'R 1 3 9
20'R = 13 & ' 1446
---' - APPROXIMATE LOCATION PROPOSED 48 LF #b" RCP 1-1 /2" WATER
1 t a5 - - £X1STfNG 12" WATERMAIN t26POSED SMH
�� INVERT IN - 9.65 CONNECTION
EXISTING SMti
_�.- -•�- ""` INVERT OUT RIM ELEV. INV ELEV. 7Q.4� RIM ELEV. 12.29
14 PROPOSED 40 LF 15 RCP
Q INVERT � 9.40 INV. ELEV. 5.43
D. 0. � � FM INVERT OUT = 313 MATCH EXISTING
H LSTEAD� � �CURB GRADES
CURB & GUTTER DETAIL PER NCDOT
3' BINDER
40
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GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch - 40 ft~
1e0
0 0 S, - -q
ITE DATA
1. PROPERTY OWNER:
FOURSOME INVESTORS, INC.
1005 W. EHRINGHAVS STREET
ELIZABETH CITY, NO 27909
[phone]
2, SITE ATEA: 3.75 ACRES
3. PARKING PROVIDED:
29 CUSTOMER SPACES
8 EMPLOYEE SPACES
(2 HANDICAP SPACES INCLUDED)
4. ZONING OF PARCEL: C-3
5- LOT COVERAGE:
BUILDING/ROOF AREA: 0.34 AC = 9.1 %
PARKING/SIDEWALK AREA: 2.50 AC = 66.6%
OPEN SPACE: 0.91 AC = 24.3%
TOTAL AREA: 3.75 AC = 100%
6 BUILDING SIZE: 80' X 185'
7, ALL DRIVEWAYS AND PARKING AREAS TO BE
PAVED WITH ASPHALT.
8 WATER AND SEWER CONNECTIONS SHALL BE MADE
PER THE CITY OF EUZABETH CITY'S STANDARDS,
9. EXISTING ELEVATIONS ARE BASED ON AN ASSUMED
DATUM.
10 THIS PROPERTY IS LOCATED IN FEMA FLOOD ZONE
"C" ACCORDING TO THE REFERENCED BOUNDARY
SURVEY,
11. BOUNDARY INFORMATION WAS TAKEN FROM A
SURVEY PREPARED BY EDWARD T. HYMAN, JR.,
RLS ENTITLED "PROPERTY BEING CONVEYED TO
FOURSOME INVESTORS, INC.' DATED JULY 5, 1994
AND FURTHER DESCRIBED IN DID 431, PG 537
AND DB 391, PG 349.
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AUG 2 8 2006
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APPROVED
NORTH CAROLINA ENViROi MENTAL
itAANAGEMENT COWMSSION
DIVISION OF WATER QUALITY
SIt 8
2006
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EROSION CONTROL MEASURES
SEEDING SCHEDULE
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION
SEED MIXTURE RATE
OPTIMUM PLANTING DATES
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED, CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
1. KENTUCKY 31 FESCUE 5 #/1000 SF
MAR. 15 - MAY 1
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
AUG. tS - OCT. 15
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DiSTURB4NG ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
2. COMMON BERMUDAGRASS 2 #/1000 SF
MAY 1 - JUNE 30
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
(HULLED?
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS. RULES AND
3. PEARL M•.LLE' 2 #/1000 SF
MAY 1 - OCT. 1
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
4. FESCUE 5 #/1000 SF
OCT. 15 - MAR. 15
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.L.00)
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS TO BE SEEDED.
UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE SEEDING AND EASE OF MCIMNG. THE
SOIL SHALL BE SCARIFIED TO A DEPTH OF' NOT LESS THAN S INCHES CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES
OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY THE USE OF PULVERIZERS, DRAGS , OR HARROWS. THE PREPARATION OF
SEEDBEDS SHALL_ NOT BE DONE WHEN THE SOIL IS FROZEN OR EXETREMELY WET.
LIMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED PREPARATION. LIMESTONE
AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED IT IS WORKED INTO THE SOIL. IF NOT SO
APPLIED, UMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE
OF APPLICATION AND THEN HARROWED, RAKED. OR OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE
DISTRIBUTED UNIFORMLY" OVER THE SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR
DRAGGED AS TO COVER THE SEED WITH A LAYER OF SOIL.
MUL11":HING
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE YEAR MULCH SHALL
BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL BE TAKEN AS TO PREVENT DISPLACEMENT OF
SOIL OR SEED TO THE SEEDBED AREA DURING MULCHING OPERATIONS, MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR
MECHANICAL SPREADER. AN ACCEPTABLE APPLICATION WILL BE THAT W1 ICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND
AIR THE CIRCULATE BUT ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
MAINTENANCE
AREAS WHERE SEEDING AND MULCH?NG HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY CONDITION UNTIL
ACCEPTANCE OF THE PROJECT BY THE OWNER. AREAS OF DAMAGE OR FAILURE DUE TO ANY CAUSE SHALL BE REPAIRED OR REDONE
AS NECESSARY,
RESERVED
PARKING
STANDARD HANDICAPPED PARKING VGN(TYPICAL)
TO BE %STALUO AT REQUIRED HEIGHT AND
DIMENSIONAL RELATIONSHIP TO PARK#NG STALL
HANDICAPPED PARKING STALL
-- BOTTOM EDGE OF SIGN 1
f A
j MAXIMUM ;I SITE PLAN
PENALTY
$��0uLEARANCE L PARKING STALL PAVEMENT MARKINGS (TYP )
60" OUTSIDE OF PEDESTRIAN AREAS STANDARD HANDICAPPED SYMBOL
84" WtiHiN PEDESTRIAN AREAS I 5.0 FT WHEELCHAIR ACCESS AISLE
BADE 5'1 11,
A.D.A. STANDARD HANDICAPPED PARKING SIGN PLAN VIEW OF PARKING STALL(S)
(W/ STANDARD HANDICAPPED SYMBOL)
TEMPORARY GRAVEL OMSTRUCTM ENTRANCE
A. NCDOT #5 OP #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN
B TURNING RADIUS SUFFICIENT TO ACCOMCDATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES
D. PAD MUST BE MAINTAINED IN A CONDfTION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY
E, ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
g 1 '_NCH &38
INLET ELEV 7 GQ
CLASS B ONE
COMPLETELY
SURROUNDS RISER -
PERMANENT
WATER SURFACE
ELEV. = 7 00
6" SH 40 PVC TEE c
THREADED PLUG - ,i_sl -11
-
THREADED PLUG WITH
1-3/4' DIA. HOLE
DRILLED THROUGH
CLEARANCE
36" CMP RISER W/ ANTI —VORTEX
PLATES & TRASH RACK, SEE
TRASH RACK DETAIL. WELD 1/4"
STEEL PLATE ON BOTTOM.
TOP OF RISER
ELEV. = 8.40
' I 12' CMP
i
INVERT
I
#57 WASHED STONE
G
DRAWDOWN DEVICE—
\\6" GALV STEEL PIPE
& FiTTNGS, ATTACH
TO RISER
OUTFLM STRl1M%
NT5
0
FINISHED SUBGRADE
PNAL BACKFILL
COMPACT TO 95% -
STANDARD PROCTOR
#57 STONE BEDDING
STONE TO BE T4DROUGHLY
COMPACTED UNDER AND
BESIDE PIPE
VORTEX PLATES
STEEL BARS (TYP.)
36' CMP RISER
YP. SPACING BETWEEN
ARS AND PLATES
WELD TO PLATES
// \\ 1/4" STEEL PLATES -
ATTACH TO RISER USING
2"X2"X1 /4" ANGLE IRON
I 3/4" STEEL BARS (TYP.)
WELD 70 RISER
36 CMP RISER
TRASH RACK
NTS
ANTI -SEEP COLLARS
AT CL OF DAM
SLOPE SIDES AS NECESSARY
FOR CONSTRUCTION
TWIAM.
2 OUTSIDE
T Y OF PIPE
OUTSIDEAM.
OF PIPE
i6�
Noy aI�lfflt
RA' ELEV.—
(SEE PLANS)
7
J
w
iE
>r
O
z
a
a
u�
Well, I1112: INL T
A�ESAY SECT
NTS
NCTE. SEWER CLEANOUT RIM E'_EV.
TO MATCH TOP OF PAVEMENT
1" LEAD POURED IN
PLACE AND CAULKED
ON INSIDE & OUTSIDE
EDGE 4" THREADED FEMALE
FITTING WITH 4" PLJG
7
UTE
EAN (-'- 7 V E T M L
NITS
22 1 /2'
PVC TAPPING SADDLE
{ INSTAL'_ kN ACCORDANCE I
WITH MANUFACTURER'S
RECOMMENDATIONS
I MIN- 6" #57 STONE
BEDDING JNDER 'NYE
-
C.I. F. & G. a CH-BN-74 BY DEWEY BROS., INC
GOLDSBORO, N.C., OR EQUAL, HEAVY DUTY CASTANG,
FRAME = 220 LBS- MIN„ GRATE = 185 LBS. MIN
CORBEL MASONRY AS REQ'D FROM FULL DtM`S OF RISER
BARREL TO INSIDE DIM'S OF FRAME.
CORBEL OR CONE SECTION MAY BE ECCENTRIC.
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT " STANDARD SPECIFICAT40NS FOR
ROADS AND STRUCTURES", LATEST EDIT0N
C.I- STEPS FOR INSIDE DEPTH GREATER THAN 4'
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM. PLUS
16" IN EACH DIM.
8" SEWER BRICK MASONRY (SOLID)
SET MASONRY WALL FLUSH W/ BELL END OF CULVERT
n/ oxvxiv/+v srVTm
-COMPACT SUBGRADE TO 95% OF ASTM D 698
SEWER CLEANOUT - SEE DETAIL
UILDING
COMBINATION WYE
AND 1/8 BEND
TIE DIRECTL`! TO
\-22 ' /2' BEND EXISTING LATERAL
1
\T4" SCH 40 PVC DWV SEWER SERVICE PIPE
AT 1% MIN GRADE (ASTM D-2665. D-�785)
NOTE SEWER SERVICE TREN 1-
SHALL BE COMPACTED TC
95% STANDARD PROCTOR,
; Cc__"_ L'EVi'I F C E O%VI A[
N TS.
CHANNELS IF"SUTARIES
TO BE FORV Ci." OF
BRICK IN A N` Ni:')US
CURVE. SJPI _'EE. W.'TH
CEMENT NAO =R
f.
"
l:
\8
RING & COVER SHALL BE DEWE~"
ScT RW A- PROPOSED
BROS. NO MH-PC;R-30C;C
PAVEMENT GRAD
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4"�
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STEP
r -
SEE SPECS
a ERAS
o�h
zip 'M _NF.._E OPENINGS
MAIv
=hS FOR
dim -v,
LATERAL 'NvERT iFi _
,qO' BE LOWER THAN
VAIN SP'ZiNGONE
PRECAST BOTTOM W/
MAONOLITHIC EXTENDED BASF.
f J,
-NO6- STONE
ETC
Tp 1 Ifif��i. PRECAST CONCRETE
COMPA TM �JPTH
SANITARY SEWER THOLE DETAIL
NTS
2" X 4" WOOD FRAVF
i' WIN
J
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It
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STAKE
FABP?C T
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BuRiED FAaRiC +.11 - -GPA—
SmE LTA S F4R ND H PER,Wu 7_E°
A 1tAf L1 11 F ?' APAF- A'1
E aECiREL' :',TO 7 GP.DijtiC
2 PLACE 7I_;' B•)TTCM rL tt,C1HES T-yL rAEPir
IN A TPENC'f- AND BACKF;LL THE-RENC`- W17K
AT LEAST 4 !N'JHES JF CRUSz-ED: _-_'NE OR "2
}NCHES OF' COMPACTED SS E
z THE TOP OF THE FRAME ANT; FABRIC MUST BE
WELL BELOW THE GROUND ELEVATION DOWNSLOPE
FROM THE DROP INLET TO KEEP RUNOFF FPOM
BYPASSING THE INLET. IT MAY BE NECESSARY
TO BUILD A TEMPORARY DIKE ON THE DOWN
SLOPE SIDE OF THE STRUCTURE TO PREVENT
BYPASS FLOW MATERIAL FROM WITHIN THE
SEDIMENT POOL MA'r BE JSEID FOR DiKiNG.
FABRIC DROP INLET PROTECTION
NTS
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