SW8060604_APPROVED PLANS_20060712

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
rQ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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VICINITY MAP
NTS
NOTE: THERE ARE NO
WETLANDS ON THIS SITE.
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INV - 32.50
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37,00
CUR
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TEMPORARY
INV = 32.45
\G R A
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GRAVELLED
J CONSTRUCTION
18„ `
ENTRANCE
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TOP GRATE = 36,10
IN - 32.25
PL
-
PORTERS LANE no'D +37.3
SR 141G
REMOVE EXIST.
PIPE ANI) DRIVEWAY
AND CONNECT DITCHES \�\
I�V��T�3z
%-Iur�D E VLC• 1
TOP GRATE =
35.50
`~
NV-,= 32.50
r
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J OUT PARCEL
3�
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TOP L ' =
35.91515
/
(36.2
INV = 32.90
/
CURB INl.ET
8
\ 3650
TOP GRATE
= 36.80
\
INV = 32.50
A_s 15"SD, 4b
x34,9 / x35.5
x co , 18" SD
Ln
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I I " 20' TR-ANSITION FROM
A 18 SD � CURB & O1TTER TO
NO CURB GUTTER
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6 O _0 INV = 32.20 >✓
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-
MERGENCY
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le +PCP
SPILLWAY
INV•g0r'
(SEE DETAIL)
OUTLET STRUCTURE
x 38.0
(SEE DETAIL)
DRIVEWAY I
12"SD
7'a
12" FES
INV = 33,20
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15" SD _uu
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78
468
SF
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x 36.6
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312 x 35.7 36 35 7o SF 36 10
SF _- ❑
TSF --- TSF SF x 36.2
-�
707.87FENCE
CURB I L T 7
TOP GRATE = 35.30
INV = 32.40 la :4
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/ x 36,0
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x 36.4 � I
x 35.9
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TOTAL SITE AREA=
PROPOSED IMPERVIOUS:
W%
BUILDINGS=
23,617 SF
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PARKING /AREAS=
123,898 SF
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SIDEWALKS--
FUTURE=
1,337 SF
26,263 SF
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TOTAL=
174,115 SF
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AREA TO BE DISTURBED=
5 ACRES
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REQUIRED INTERIOR LANDSCAPE (8%)= 5,591 SF
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PROVIDED INTERIOR LANDSCAPE= 5,621 SF
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---'-'� - - -�---
PROPERTY LINE
- - -
RIGHT --OF WAY
PROPOSED CONTOUR
- - - - - -
EXISTING CONTOUR
x 50.72
EXISTING SPOT ELEVATION
36.50
PROPOSED SPOT ELEVATION 0 GRADE
PROPOSED STORM DRAIN
®
STORM DRAIN INLET
-------E • • • - •
EXIST HITCH LINE
r TSF *' •--il TSF
TEMPORARY SILT FENCE
LOD
LIMITS OF LAND DISTURBANCE
SCALE: 1 " = 40'
40 20 0 40 80
05084
DES.: JPN
CKD.: JST
DRWN.: PAS
DATE: 4/5/06
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A
VICINITY MAP
NTS
PORTERS LANE '-
1416
REMOVE EXIST. —
PIPE AND DRIVEWAY
AND CONNECT IXTCHE
MOTE: THERE ARE NO
WETLANDS OIL THIS SITE.
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sp —
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•--' SD
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1" FES
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00.00'
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TOP ORATE — 35.5Q
WV m 32.50
TOP GRATE 30
iNV = 32.40
m
i -----P L . P KQF0 I,�,L11LL�
TOTAL SITE AREA=
PROPOSED IMPERMUS:
0UtLDINQ = 23,617 SF
PARKING AREAS= 123,898 SF
SIDEWALKS= 1.337 SF
FUTURE= 26,263 5f
TOTAL= 174.115 SF
AREA TO BE DISTURBED= 5 ACRE
REQUIRED INTERIOR LANDSCAPE (8 )= 5.591 sr
PRO DED INTERIOR LANDSCAPE= 5,621 SF
38.�0
TV rsf
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DWAON OF WATER QUALITY
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PROPERTY LINE
RIGHT --OF WAY
PROPOSED CONTOUR
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION 0 GRAD[
PROPOSED STORM DRAIN
STORM DRAIN INLET
EXIST DITCH LINE
TEMPORARY SILT FENCE
LIMITS OF LAID DISTURBANCE
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NOTE: THERE ARE NO
WETLANDS ON THIS SITE.
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— 200,00' — —
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DRWN.: PAS
DATE: 5/4/06
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12" DIA. OUTLET
INV. = 32.20 re
Ln
0
0
v
NOTE
1. BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
4' X 4' PRECAST CONC. BASIN
W/ KNOCKOUT PANELS
ALL 4 SIDES
#4 STEEL REBAR �GALV. OR ASPHALT COATED)
TACKWELDED AT 4 O.C. EACH WAY LAID
IN TOP OF BASIN
ATTACH SCREEN
GALV. LAG & WI
ANCHORS
1 /2" OPNG. GAI
ALUMINUM EXPA
METAL SCREEN
2.0' I.D. INLET
GROUT IN PLACI
INV. = 32.20
CRU:
immmmmmIMWAMMM
CONTRACTOR SHALL PROVIDE A TEMP.
HLAN 67' STONE SCREEN AT OUTLET ORIFICE. STONE
SHALL BE ONE FOOT HIGHER THAN ORIFICE.
SECTION ELEVATION
DETENTION POND OUTLET STRUCTURE
NTS
0
m 0°
�0
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3G
U W
a� Ln
"
2
HEAVY DULY TRAFFIC BEARING
FRAME, GRATE AND HOOD,
NCDOT ROADWAY STANDARD
NO. 840.03 OR APPROVED
EQUAL NOTE: IF PRE -CAST BOXES
ARE USED THE CONTRACTOR
IS RESPONSIBLE FOR CONFIRMING
THAT THE PIPES CAN BE INSTNLLED
TO THE GRADES SHOWN ON THE
PLANS USING A PRECAST BOX
PR TO �.
e"IROR
26" MIN.
CONCRETE
BRICK
4'
#4 O 12" EACH WAY qNC. FIG.
TYPICAL CATCH BASIN
24" CURB AND GUTTER NTS
SEE PLAN FOF
ORIENTATION
CONC. COLLAR
TOP 33.50
INLET 32.20
CASTING
NOTE: 2' X 2' DROP
INLET FRAME & GRATE
SHALL BE HEAVY DUTY
ASPHALT
ELEV. VARIES
P11 DE
PRECAST
RMASONRY
6 " VAI IE 6" "
BRICK
V)
W
FLOW
4"
3000 PSI CONC.
uo
SECTION
DROP INLET DETAIL
nts
FILL
PIPE SIZI
INDICATE[
ON THE
INITIAL BA(
CLASS 1
FULL 16„
3/4' GALVANIZED RODS —
TIE BOLTS
HYDRANT LUGS RETAINER CLAMP
JOINT RESTRAINT
HYDRANT TO 1 ST FULL JOINT OF PIPE
HYDRANT /4' GALVANIZED ROD
0 °
TIE BOLTS
JOINT RESTRAINT
HYDRANT TO MAIN TEE
3/4' TIE BOLTS
�d
GUIDELINES FOR
HYDRANT JOINT
RESTRAINT
NTS
DID' 7nKiC
FINAL BACKFli
MIN,
CLASS 1, 2
MIN, CLASS 1 OR
FOUNDATION FOUNDATION
MATERIAL MATERIAL
PVC PIPE DUCTILE IRON PIPE
PIPE BEDDING DETAILS
WATER & SANITARY SEWER INTERSECTION
N.T.S.
PLAN
BENDS
cc
SECTION X—X
BENDS & TEES_
K� PLAN
IEES..
DETENTION POND NOTES:
1. RESTORE POND TO DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION
OF SITE.
2. SEED FOR SLOPES SHALL BE 20% CARPET GRASS, 24% BERMUDA, 20% TURF FESCUE, 10% CREEPING
RED FESCUE, AND 24% RYE. SEED AT RATE OF 2-3 #'S PER 1000 SF.
3. THE VEGETATED SHELF SHALL BE PLANTED WITH A COMBINATION Of TWO OF THE FOLLOWING ON 3'
CENTERS.
1. CATTAIL
2. COONTAIL 10
MAIN 3. SPATTER DOCK VEGETATED SHELF
Ca? 6:1 SLOPE
NORMAL POOL W 32.20 =r +} 11=
ELEV. = 30.53
3 3
= I1-�
BOTTOM 26.70 ! 1=1 I'E I �I I 10 -III-1I I,
3 MAX 1=OREBAY
BOTTOM = 26.70
POND SECTION
CLASS B RIP RAP 60OX MARIA FABRIC
�..,,.,
EMERGENCY SPILLWAY
NTS
NOTE: SKIDS TO BE PLACED TO PROVIDE PROPER SUPPORT
ALIGNMENT AND GRADE AS SPECIFIED. CONTINUOUS
SKIDS MAY BE USED AS ALTERNATIVE. OIL, GREASE,
OR PETROLEUM PRODUCT MAY NOT BE USED AS
LUBRICANT. 12 OR LONGER STEEL CASING PIPE
TREATED LUMBER 120'
SEAL END OF CARRIER PIPE
CASING PIPE 9WD
A
BRICK BULKH
s
STEEJLJL
L BANDS A 60'
PLAN SECTION A —A
SIZE° AB 5°fiEN05
11
6' 16' 10' 9' 10"
8' 22' 13` 12' 13'
10' 26' 17" 14' 17"
12' 29" 21' 16' 21"
22A BEDS
A TEES 8 CPLUGSD
10' 12" 10' 21"
13' 16" 12' 29'
6'
8"
8"
10"
10"
13"
16"
1B"
20"
24'
IV
36'
11'
16,
16"
41'
14'
35'
24'
19'
24'
12'
20'
22'
27'
18"
46'
16"
38"
27'
21'
27'
12"
24
24'
30'
1 20"
1 54'
NOTE: Based on 1.5 x working pressure of 100 PSI plus AWWA Woter Hammer.
All bearing surfaces to be carried to undisturbed ground.
STANDARD THRUST BLOCK FOR WATER MAINS
ms
PIPE CASING SKID DETAIL
N.T.S.
5'- JIVW VARIES —SEE PLAN FOR ROUT Vv 5'
PRV£MENT WIDTH &LOCATION
IN R/W VARIES. SEE PLAN—PRO-Ilf
FOR INDIVIDUAL LOCATION.
3' MIN BELOW STEEL CRUSHED STONE
SUB —GRADE ENCASEMENT BASE WATER MAIN
OR
SEWER MAIN
CASING WILL BE INSTALLED AT LINE AND
GRADE SHOWN ON PROFILE FOR EACH
CROSSING. BORING/JACKING TO LINE &
GRADE IS REQUIRED.
TYPICAL BORING/JACKING DETAIL
N,T.S. STANDARD MANHOLE
FRAME & COVER,
SEE DETAIL
BITUMINOUS
IMPREGENATEF
YARN FRAME SEAL
TYPE "N" MASONRY
2-2 1/2' HOSE
4 1 /2' PUMPER CONNECTION
FACE TO CENTER LINE
OF STREET
WORD "WATER' ON COVER
C.I. VALVE BOX
GATE VALVE MIN. SIZE 6"
TURN RIGHT TO OPEN -
--
TOP OF BANK
35.0
HYDRANT TO
HAVE BREAK
SECTION OR
REMOVABLE
BARREL
BURY UNE FLUSH WITH
FINISH GRADE
DRAIN
NOTE:
1—SEE JOINT RESTRAINT DETAIL CO
� RE �"xPAD
2—DUCTILE [RON PIPE HYDRANTS SHALL BE:
REQUIRED ON ALL HYDRANT MUELLER CENTURION
BRANCH LINES
GUIDELINES FOR STANDARD HYDRANT
NIS
PRECAST CONCRETE NOTES:
GRADE ADJUSTMENT
RINGS —MIN. 4" HIGH 1. NEOPRENE BOOT, KOR—N—SEAL OR
(MAXIMUM OF 2) EQUAL, TO BE USED ON ALL PRECAST
MANHOLES WITH ALL TYPES OF PIPES.
2. PIPE CLAMP (300—SERIES NON—
MAGNETIC CORROSION --RESISTANT
STEEL).
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p 0 D
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0
m
MORTAR, 1" MAXIMUM
3.
EXPANSION BAND (KORBAND 6061—T6
ALUMINUM ALLOY WITH
A BLACK
ECCENTRIC CONE
°'
ANODIZED SURFACE
o
SECTION (TYPICAL)
,
MANHOLE a;
STEPS-16"
NEOPRENE
cy
1" BUTYL MASTIC
°.
O.C. VERT. n
SEE
BOOT
ROPE SEALER
MAXIMUM
NOTE
5" MEN.
3 n
PRECAST 48" MANHOLE
'
SECTIONS AS REQUIRED
4'_0" A
ASTM C478, INTEGRAL
FLOOR, UNLESS
ONCRETE
SHOWN OTHERWISE
g"
7f
co Q
�.
SEE NOTE
TYP.
-b� `
. a,'•
, . a
2
RECEIVED
CONCRETE
a
2006
AGGREGATE BED,
N0. 57 STONE
DWQ
6"
CONCRETE BASE
PROJ # �C.yr7 C�(t.70 � ¢
1N.
TYP.
NOTE: ALL MANHOLES WITHIN NCDOT RIGHT OF WAY SHALL BE CONSTRUCTED PER NCDOT STANDARDS.
STANDARD PRECAST CONCRETE MANHOLE
NOT TO SCALE
SLIDGI
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CKD.: JST
DRWN.: PAS
DATE: 5A4/06
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