SW7050838_APPROVED PLANS_20051017

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW %U5-299 3S
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

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54
VICINITY MAP
- - �--- -- S, 06-10'45" IN
\ \�� NTS - -
Z
2D
LE �q - _ ms v _ == LEGEND
�� !<.
1 1 D.28 �as� ��3slrr=ram I(re.J .==as �.0 -sd
x10.77 \ \
POWER POLE
0 , ` BENCHMARK
DRAINAGE FLOW DIRECTION
o.2i
PROPOSED CHECK DAM
1 \\ 50 LF 15" CMP
16' INV. IN - 8.10
INV. OUT = 8.10 PROPOSED ASPHALT
! PROPOSED CONCRETE
RIP RAP
10. \ X 10.3D 9.87 10.17
o INSTALL TEMPORARY �10.00 PROPOSED GRADES
s.o4 10.09 GRAVEL CONSTRUCTION
10.50,10 ENTRANCE
- - - - -, x 10.50 EXISTING GRADES
11.30 © DROP INLET PROTECTION
11.50 10.75 _ MATCH EX. EDGE OF - - EXISTING DITCH
PAVEMENT *10.10
PROPOSED DITCH
a BUILDING SETBACK
1------ --- ----- - - - - -- VEHICULAR SETBACK
� 10.50 t
11.20 ' - PHASE LINE
! BEGIN SWALE9.50
INV_ = 9.50 8 PROPOSED CONTOURS
0
-10 - EXISTING CONTOURS
\� o
O WOODSLINE
m
LIMITS OF DISTURBANCE
11.90
o \
11.55 = �1
a:lp
11.90� \! 43 \ Q 11 10
\ V 1�
10
LOCATION OF ko
ACTIVE DRAIN FIELD 1 \ 1 j
\ 10.14
x1D. 1
► ` \ \ 10.22 X 10.36
X 10.35
® \ !\ 10.0
"•" , �.78 CLEANOUT EXISTING
BUILDING A ,\ 10.0 DITCH FLAT 0 8.60
7,700 SF \ 1 --
OFFICE=1,925 SF , \ 14
®
WAREHOUSE=5,775 SIT FF = 12.00 /
1 ! .
11.90 11.25 ` x )860.84 INV 9.0
V \\ \ \ \ 11.8 .57 .07 • 12 \
80 LF 12" CMP I
\ \ \ \�n�! ® 11.35 > • : JUNCTION BOX
♦ \ \\ �� ` 11.90 \® \ RIM - 11.70 90 LF 15" CPP INV = 8.50 _
\ _ _ RIP RAP
11-40
\ �Y
I \
0 0
\ Q.
\ loop
X 10.71
N
MILBURN E. NORMAN
DB 102, PG 260
ZONED: RESIDENTIAL
X10.78
45"
10.75 BEGIN SWALE
INV. = 10.00
- 1 '25' BUILDING & VEHICULAR SETBACK /
8.94 !�� � �E 1
\ \ �\7 10 4
2 w ! LOCATION OF
\\ REPAIR AREA
> LOCATION OF 2 `., REPAIR AREA
\\\\\ \ 11.30 _
\\ \ \ ! \ IF
\ \ FXIS-ONC WOODS 11.80
10.80
\ \ ! LOCATION OF
\ \\ \ ! ACTIVE DRAIN FIELD \ s
11.90 1.80
Ni 1 10
1515
N/F
THURMAN PICKETT \ \ \ \
DB 159, PG 471
ZONED: RESIDENTIAL
F
-c
00
55/
10,90 /
/ 11.30
-11.40
11.15-•'�*
BUILDING B : �® -
\ \ \ \ ! 7,700 SF
\ ! OFFICE=1,925 _
\ \ 1 WAREHOUSE-S 775
FF = 12.00 \
NOTE: RUNOFF FROM THE F
\ REAR OF BUILDING B SHALT
\ \\ \ 10 !, BE COLLECTED 14 A GUTTER \
AND DOWNSPOUT SYSTEM{
THAT WILL DIRECT ALL RUNOFF
TO THE COLLECTION SYSTEMTHAT DRAINS TO `
THE
xs. a -
DETENTION POND.j
CURVE TABLE
CURVE
DELTA
RADIUS
I TANGENT
I ARC
I CHORD BEARING CHORD DISTANCE
Cl
3-41'31"
2206.12'
71.10'
142-15
1 N07'17'08"E 142.13'
C2
3'02'20"
2206.12'
58.52'
117.01
NO3 55'12"E 117.00'
C3
2'47'18"
288.53'
7.021
14.04
1 N7447' 8"E 14.04'
GRAPHIC SCALE
10 20 40
l IN f-EtT
1 inch = 20 ft
0.25
� 11.50
140 LF 12" CPP
1
11.40
0.95
RIM 1
\ 53
\ .80
5.9 ! 11.90 /
01 -9
1 50' UILDING-aE76ALC' C- - - - - - 10_90 � _ , � - - - 11.80 - o ' 4
9-19
1A 1; 1 1t.bL 1 t, 1.01 ( ) /
11.15 DI 1 A + x10.52 20 LF 12" CMP RIM 10.90 � � PP E� TIOb
ON = B.+ +
1 - INV IN = 9.00
INV. 8.20 12 LF 12" CMP
\ 10.65 INV OUT = 8.20 %�-� _ Qp
6.33i6 3 '
,1
\ v_ � + 1 410.70 1 15 11.15 RIP RAP-
1 + 10.35 /1 " x11.2 r. \
_ _ _ - - - - CID •_� _ _ -20' VEHICULAR SETBACK 7 `
RIP RAP �- "1(F40 - / 36 LF 18" - - - - r 1
APRON 1 1 BEGIN SWALE �11 OPr-�� _ - - - - - - - -
� OUTFLOW
INV. = 9.75 _ _ 0'S��r ! 250 LF 18" CMP _ _ - _ _ - _ - - - STRUCTURE
11 _ t = INV IN = 7.50 EXIST. 60 - 39- .70 1
EX. TEL PED 1 10-44 INV OUT = 6.50 ACCESS 10.62
1 i EASEMENT �� ti
SITE DATA
1. OWNER:
BILL FRASCA
COASTAL ROOFING AND SIDING LIGHTING PROTECTION, INC.
2401 COLINGTON RD.
KILL DEVIL HILLS, NC 27M
[phone]
2. LOT COVERAGE:
BUILDINGS = 15,400 SF 18.47E
ASPHALT = 23,280.42 SF 27.8%
CONCRETE = 2,005.37 SF 2.4%
OPEN SPACE = 41163.21 SF - 51.53
TOTAL AREA = 83,849 SF 100.00%
3. THIS SITE IS LOCATED ON U.S. 158
8181 do 8179 CARATOKE HWY.
TOTAL AREA = 83,849.39 SF
PARCEL ID # 0123-000-092A-0000
111 0123-000-09213-0000
4. PARKING:
RETAIL4 AREHOUSE
BUILDING - 15,400 SF
PARKING BASED ON 1 SPACE PER 400 SF
REQUIRED PARKING SPACES = 39 SPACES
PARKING SPACES PROVIDED - 39 SPACES
(INCLUDING 2 HC SPACES AND 8 COMPACT SPACES)
5. SHADING REQUIREMENTS-
(PAVED/CONCRETE AREA)
2,3087.7 SF X 0.20 - 4,617.54 SF
(20% OF VEHICULAR AREA)
SHADING PROVIDED - 7,070 SF
6. SITE IS ZONED: GB (GENERAL BUSINESS)
7. SITE IS LOCATED IN FLOOD ZONE C
ACCORDING TO FIRM MAP NUMBER
3700780365C. DATED 11 /01 /84.
8 STRUGTUR9L SETBACKS:
R/W BUILDING = 50' (US 158)
R/W BUILDING = 20• (SOUTH)
REAR BUILDING - 25'
SIDE BUILDING - 25' (NORTH)
VEHICULAR SETBACKS:
R/W VEHICULAR = 20'
SIDE VEHICULAR = 25'
REAR VEHICULAR = 25'
9. THIS IS NOT A BOUNDARY SURVEY.
BOUNDARY INFORMATION TAKEN FROM
A SURVEY TITLED "MINOR SUBDIVISION
FOR GARLAND H.. DUNSTAN, JR" DATED 3/13/03
10. DISTURBED AREA FOR SITE DEVELOPEMENT - 2.22 AC
11. LANDSCAPED BUFFERYARD REQUIREMENTS:
FRONT R/W - TYPE "C" BUFFERYARD
SIDE GB - TYPE "A" BUFFERYARD
REAR GB - TYPE "A" BUFFERYARD
12. THERE ARE NO WETLANDS ON THIS SITE.
13, ELEVATIONS TIED TO NGVD MONUMENT
Q254 (ELEV.-12.93)
14. SEASONAL HIGH WATER TABLE IS
APPROXIMATELY ELEVATION 8,00.
DRAINAGE CALCULATIONS
PRE -CONSTRUCTION
POST CONSTRUCTION
DRAINAGE CALCULATIONS
DRAINAGE CALCULATIONS
Q10= CIA
Q1d= CIA
A = 1.92 AC
A = 1.92 AC
C =0.35
C =0.70
f = 6.3 IN/HR
I = 6.3 IN/HR
QIo = 4.23 CFS
Q10 = 8.47 CFS INTO
POND
PEAK DISCHARGE FROM
POND = 3.45 CFS
10.17 TBM = PK NAIL_ T
X10.43 \ EDGE OF ASPHALT
10.27 ELEV = 10.55
C55
RECENED
007 072005
DwQ
A"# C,
7.88 ac' � !� - 0" 8X JUNCTION BOX .2 9 1 .
1 1 A •9 -11 ' 2 RIM = 11.00 11.37
000HP HI9i 0HP, I- C ow. OHP OHP Cl INY = 7.50 c11.90 21" RCP
!\ �� X1 .59 HP OHP OHP 1 - _ INV IN = 8.58
w �12 X12.61 x12.3 12� 0 t110' TO EXIST INV OUT 8.58
x12.70 12� -12- 1 FIRE HYDRANT
13 00 � --- --13-� - r3-- P� l OHP 1201 ] -7 10.41
9 ry X 12.47 _1 �- X 13.39 x 13. 13.20 13.20 X 13.56 13� EX. 7 c)-Wm t 3 a� �7p 1� �� 12-61 a P
`70� 13.T43� X13.92- 1-49$�X13.99 XX9.P.$1 f1 / ~may' 1 1 1 9
-13r x 13.52 APPROX. LOCATION - 8D 12.85 ~ \ Ca R �10�
> X13-38 OF EXIST. 14" WM - � �` �99� 10�_
10.85
i BA3
MATCH EX. EDGE OF --99>
-- PAVEMENT = ±13.50
y t y 30" RCP- - --73- -- x13.55 � 3aA1
l` 12.20 INV OUT 5.8 70 - -13- -13- -- -13-- -13- -T3- -- -13- -13- -13--- -73--- � --P3-- 11.3/� ~
-P3-
� 72.79
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
°US-CARATOKE_ 120 R DIVISION OF WATER QUALITY
x 11.43 O+_20 LJ.J
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i
EROSION CONTROL MEASURES
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REOUIRMENTS OF THE EROSION
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
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING, SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
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
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,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
SEEDING SCHEDULE
SEED MIXTURE RATE OPTIMUM PLANTING DATES
1. KENTUCKY 31 FESCUE 5 #/1000 SF MAR. 15 - MAY ,
AUG_ 15 - OCT. 15
2, COMMON BERMUDAGRASS 2 #/1000 SF MAY 1 - DUNE 3t)
(HULLED)
3. PEARL MILLET 2 #/1000 SF MAY 1 - OCT. 1
4- FESCUE 5 f/1000 SF OCT. 15 - MAR. 15
TOP WIDTH VARIES
EXISTING GROUND
DEPTH
VARIES. St�C /��
(MADE POINT
TYPICAL DITCH OR SWALE
NTS
10 YR = 9.75
INLET ELEV. - 8.00
CLASS B STONE
COMPLETELY
6' SCH 40 PVC PIPE,
SURROUNDS RISER -
FEMALE ADAPTER &
PERMANENT THREADED PLUG
WATER SURFACE
"
ELEV = 8.00
6" SCH 40 PVC TEE
,
6" SCH 40 PVC TEE
THREADED PLUG WITH
//
xI"
DIA. HOLE
DRILLED THROUGH
_ 6fr1IN.
- 4�fi' �SCH 40 PVC
(LENGTH AS REQUIRED)
20'X20"X3' THICK
CONCRETE PAD
TOP OF RISER
ELEV. = 9.39
i i�aaiat•� � iro+��
ir.0
-�
ii mak6a r .J0 It,t.-
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 MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 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 EXTREMELY 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, LIMESTONE 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
MULCHING
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 FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED MALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
SECTION
LAYER OF #5 -
WASHED STONE
TQP OF DITCH BANK 4" THICK
BOTTOM DITCH
PROFILE Z— —CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/2 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
MTS
18" CMP RISER W/ ANTI -VORTEX
PLATES & TRASH RACK. SEE
TRASH RACK DETAIL WELD 1/4'
STEEL PLATE ON BOTTOM_
BARREL
12' CMP
INVERT = 8.00
4 aQ
d S
4 d i\\\�57 WASHED STONE
4
DRAWDOWN DEVICE-
6" GI STEEL PIPE
do FITTINGS, ATTACH
TO RISER
OUTFLOW STRUCTURE
NTS
1
ANTI -SEEP COLLARS
AT OF DAM
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. CUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6. PROVIDE A GROUNDCOVER ON EXPOSED SLOPES WITHIN 15 WORKING DAYS
OR 30 CALENDAR DAYS (WHICH EVER IS SHORTER), THE FOLLOWING COMPLETION
OF ANY PHASE OF GRADING, AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
8 MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
PLANTING NOTES
1. VEGETATED SHELF SHALL BE PLANTED
WITH PLANTS SELECTED FROM THE TABLE
PROVIDED. 2 OR 3 PLANTS SHALL BE CHOSEN
FROM THE TABLE.
2. PLANT MATERIAL MAY BE AVAILABLE FROM
LOCAL WETLAND AREAS AND DITCHES. THE
CONTRACTOR SHALL VERIFY WITH THE LOCAL
OFFICE OF COASTAL AREA MANAGEMENT
WMETHER OR NOT A PERMIT IS REQUIRED TO
TAKE PLANTS FROM THESE AREAS.
3. APPROPRIATE TRANSPLANTING OR
PLANTING METHODS SHALL BE DETERMINED
ACCORDING TO PLANTS CHOSEN_ (PRIOR TO
DIGGING, THE TOPS OF THE PLANTS SHOULD BE
CUT OFF TO A HEIGHT OF 4-6 INCHES. CUT OR
DIG PLUGS APPROX. 4 INCHES SQUARE MAKING
SURE TO GET FULL ROOT DEPTH. THIS PROCESS
SHOULD IMPROVE THE SURVIVAL RATE OF MOST
OF THE PLANTS.)
GRADE (t11.00)
�E
10' VEGETATED SHELF
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
IRIS VIRGINICA
ARROWHEAD/DUCK POTATO
SAGGITARIA LATIFALIA
PERMANENT POOL ELEVATION = 8.00
\ POND BOTTOM
ELEV. = 2,00
WET BASIN CROSS SECTION
NTS
2' X 4' WOOD FRAME
II II
II II
U
f X 4" STAKES
BURIED
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FABRIC DROP INLET PROTECTION
NTS
A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE 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 CONDITION 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.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
RIP RAP PAD
TOP ELEV. = 8.20
GRADE 20'
MARSH VELETA
PERMANENT
-----WATER SURFACE
ELEV, 8.00
EARTH WEIR ACROSS
END OF FOREBAY
AREA
3'
a
OTTOM ELEV. = 5.00
m
BOTTOM ELEV. = 2.00
FOREBAY AREA CROSS SECTION
NTS
CLASS 'B' EROSION CONTROL STONE
STONE DEPTH 22-5' TOP OF BANK
u
w a z
� m
V
0
Q u ? u u DITCH BOTTOM
OV 4 4 O
4
TOP OF BANK
18'
PIPE
EROSION CONTROL STONE
DEPTH To FLUSH WITH
aF DITCH
(ER OF FINE GRA1i1=L
OR WOVEN GEO-TEXTILE
RIP -RAP OUTLET APRON
NTS
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L - _ - y i L- `L1��-_s 1 a- il� r .�-__.- _-... �- ...-_., �� . s s� �� .i Y1_>� +1� a� ��'. •t - _ _ ��,__S, c�1� -

wa6
SW7cr D83S
ti
f
6�
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
RIM ELEV.
(SEE PLAN
1' RADIUS
sA
• // /
6x6xl9(o WWF
COMPACTED SUBGRADE
6" THICK CONCRETE SLAB
DUMPSTER PAD DETAIL
NTS
4"
2" RAD.
2' TYPE SF 9.5 A ASPHALT
6" ABC STONE BASE
CURB DETAIL
Nm
NOTE: ALL MATERIAL AND INSTALLA11ON TO MEET
MIN. SPECIFICATIONS OF
NCDOT ' STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES% LATEST EDITION.
C.I. F. do G. - 0I-840.16 BY CAPITOL FOUNDARY OF
►APfmki'A INC. OR EQUAL, HEAVY DUTY CASTING,
= 180 LBS. MIN., GRATE - 270 LBS, MIN.
3EL MASONRY AS REVD FROM FULL DIM'S OF
R BARREL TO INSIDE DIM'S OF FRAME.
3EL OR CONE SECTION MAY BE ECCENTRIC.
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM.
8- SEWER BRICK MASONRY (SOLID)
SET MASONRY WALL FLUSH
W/ BELL END OF CULVERT
............................:...'...::�::::.�::.�::::.�:::::..::
ICRETE -- SLOPE TO
VERT INVERT.
SEE PLANS FOR
CULVERT TYPE & SIZ
INV. IN.
SEE PLANS FOR SLOPE
L
...........................3000 PSI CONCRETE FOOTING
................. _.._.. _.I I
I W/ 6x6x10/10 WWM
' I COMPACT SUBGRADE TO 959E OF ASTM D 698
DROP INLET
NTS
APPROXIMATE 1
CONCRETE (TYP)
1'X4'XS' SALT TREATED
WITH 1" CHAMFERED 4'X4" SALT
CORNER (TYP) TREATED (TYP)
6'
e�ee�eeno
1
�emn�o�e�e�eno
2"x4" SALT
TREATED (TYP)
4" THICK 2500 PSI CONCRETE SIDEWALK
i
SLOPE 1/4" PER FOOT
-III III IIM I l III 2' TYPE SF 9.5 A
_I IIlEl IF�l IMi I1=1 IIASPHALT
O 0 O Q Q O s' ABC STONE BASE
=III III Ilm I 1 I -
IIl .El I Ml I EdM I lEdlE-1 I M
III III
COMPACTED EARTH1I--
EXISTING
EARTH
DUMPSTER SCREEN DETAIL
NTS
(TYPICAL)STANDARD HANDICAPPED PARKING SIGN
TO BBE INSTALLED AT REQUIRED HEIGHT AND 10' RAMP
DIMENSIONAL RELATIONSHIP TO PARKING STALL 1:20 SLOPE
HANDICAPPED PARKING STALL::� /—.
FACE OF 6" CURS
AS DIM'D.
SITEDPLAN
PARKING STALL PAVEMENT MARKINGS (TYP.)j—
STANDARD HANDICAPPED SYMBOL-
5-0 FT. WHEELCHAIR ACCESS AISLE/RAMP
8' 1 8'
PLAN VIEW OF PARKING STALL(S)
RESERVED
PARKING
-BOTTOM EDGE OF SIGN
MAXIMUM
PENALTY
$250
os 20-37.6 CLEARANCE:
60" OUTSIDE OF PEDESTRIAN AREAS
84" WITHIN PEDESTRIAN AREAS
—GRADE
A.D.A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL)
HANDICAPPED PARKING WALKWAY
& RELATED DETAILS
NTS
6' O.D. X 6' STEEL BOLLARD
W/ GALV. FINISH
GROUT FULL Wf 3000 PSI CONCRETE
AND FINISH W CROWN AT TOP.
SURFACE MATERIAL 3' RISE
ADE,Y �
6 1/2" I.D. x 3'-3" SCH 40
STEEL SLEEVE SE IN 3 C.Y.
OF 3000 PSI CONCRETE,
SLOPE TOP AS SHOWN.
OMPACTED
EARTH
PIPE BOLLARD DETAIL
NTS
CONCRETE SIDEWALK DETAIL
NTS
HYDRANT TO BE M+H 129 TRAFFIC MODEL
FOR 3.5' BURY WITH 5 1/4' VALVE OPENING
12" AS REQ'D
MINIMUM TO CLEAR SWALE
t14'
(PART JHYST-5045-STCAP & SNAP TIGHT/STORZ 5" BLIND CAP
HYDRANT PART #BS50 METAL CAP - NO EXCEPTIONS)
BREAKAWAY FLANGE & BOLTS
SHALL BE ABOVE FINISHED GRADE
FINISH UO 24' DIA. 4' THICK
GRADE ;. CONCRETE 'DONUT"
4" PVC SLEEVE
6" DUCTILE IRON PIPE
36'
7 CU FT e VALVE BOX MINIMUM
CRUSHED
STONE o0 oae 6" RESILIENT WEDGE
u°Doll o00 GATE VALVE
0 C,
_CONCRETE THRUST
CONCRETE THRUST ---��� ': O ,• BLOCK PER DETAIL
BLOCK PER DETAIL
12"
DUCTILE IRON GRIP RINGS WATER MAIN
ROMAC OR APPROVED EQUAL (SEE PLANS FOR LOCATION)
12"
CLASS "B' CONCRETE
PER NC DOT
NOTES:
1. DO NOT BLOCK HYDRANT DRAIN WITH THRUST BLOCKING
2. COAT TIE RODS & NUTS WITH EPDXY
3. DO NOT SUPPORT VALVE BOX DIRECTLY ON VALVE
4. ALL JOINTS SHALL BE MECHANICAL JOINTS
FIRE HYDRANT DETAIL
NTS
1/4" ANTI -VORTEX PLATES
3/4' STEEL BARS (TYP.)
-i---18" CMP RISER
P. SPACING BETWEEN
RS AND PLATES
WELD TO PLATES
1/4' STEEL PLATES—
\\ ATTACH TO RISER USING
�� \\ 2'X2"X1/4" ANGLE IRON
3/4" STEEL BARS (TYP.)
WELD TO RISER 18' CMP RISER
TRASH RACK
NTS
PRUNE CODOMINANT LEADERS
PRUNE BROKEN, RUBBING
OR CROSSING 13RANCHES
#10 WIRE THRU
RUBBER HOSE
REMOVE TAGS AND LABLES.
CUT AWAY ALL BALLING ROPES
REMOVE TOP OF WIRE BASKET
UNAMENDED BACKFILL SOIL
PARTIALLY BACKFILL, WATER TO
SETTLE SOIL, FINISH BACKFILLING
WIDEN AND SCORE HOLE WALL
REMOVE CONTAINER AND CUT CIRCLING
ROOTS IF CONTAINER --GROWN, OR AS MUCH
BURLAP AS POSSIBLE IF FIELD -GROWN
DO NOT PRUNE TERMINAL
LEADER OR BRANCH TIPS
PRUNE NARROW CROTCH
ANGLES do WATER SPOUTS
2" X 2' STAKE INSERTED
12' - 15' INTO SOLID SOIL.
DO NOT STAKE OR WRAP
TRUNK UNLESS NECESSARY.
PRUNE SUCKERS
2"- 3' MULCH KEPT
AWAY FROM TRUNK
SOIL WELL TO CONTAIN WATER
AREA FOR WATER DRAINAGE
(PIPE OR TILE COULD BE
INSTALLED)
LEAVE SOLID 501E PEDESTAL
DO NOT DIG DEEPER THAN
BALL DEPTH.
TREE PLANTING DETAIL
NTS
NOTES:
1. TAP SHALL BE PERFORMED IN THE PRESENCE OF A
REPRESENTATIVE OF THE WATER SYSTEM AND THE
ENGINEER.
2. TAPPING SLEEVE AIR TEST SHALL BE PERFORMED AT
100 PSI FOR 15 MINUTES.
BLOCK PER THRUST FLOCKING
DETAIL BEFORE PERFORMING TAR.
TAPPNG SLEEVE ON EXISTING MAIN
TAPPING DETAIL
N TS
EXISTING GROUND
.-VALVE BOX
4" PVC SLEEVE
(ENDS 4' - 6" BELOW
BOTTOM OF CAP)
TAPPING VALVE
1 TEMPORARY STORAGE
FI FV = 9-3Q
DETENTION POND DIMENSIONS
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