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,0D F_7flDATION MATERIAL ROCKY FIJU LlA
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,ERVICE LATERAL CONNECTION NOTES:
,0D F_7flDATION MATERIAL ROCKY FIJU LlA
TION }�AtERI`�SEWER
DIMENSION
DIMENSION DIMENSION
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B C
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..
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NOTES:
C X, .
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4".
—REATED—
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— —
PLAN
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5. 113F1-::'}..HLI. Di_, c a.`-)' l N l:. i.. ? ti _
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VARIES
TYPICAL SERVIC = LATERAL INSTALLATION
F
DUCTILE IRI4k! WATER
-
SEWER SERVICE LATERALCO(INECTIC>N
A i iCIf.} & EDDIiN(]
TYPICAL FIRE HYDRANT AS SFN1R1_Y DETAII.
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DOOR HINGES
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L
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I
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LIFT HANDLE
L ------------------
TYPICAL METER VAULT
N.T.S.
FIG, W --7A
TD -14
SIDE VIEW
75' DIAMETER DRILLED
IDLE FOR TOUCH REAR
(NITS,
TOP VIEW
3" DIAMETER FLAT
UNDERNEATH FADE
24' X 36'
ALUMINUM ACCESS
HATCH
7?
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST 04 PLACE.
2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3, CURB HAVING A RADIUS OF 300 FE T. OR LESS tALOPiG
FACE {)F CURB) WILL BE PAID FOR FEV
RADIAL CURB,.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED AS MUCH AS 3" 421 DEPTH?
IN ORDER THAT THE IOTT! OF CURB +S�ILL COINC�.
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE,
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
N THE PRICE BID IS TO BE MADE FOR A DECREASE OR W
INCREASE IN DEPTH.
2' R 5. CG -2 IS TO BE USED ON ROAR AyYS IIV}EETING THE
AP tiXI ATOF THEE DOT RO 15E51(� MANUAL_
s„
SURFACE
SEE
NOTE 4 --� - • d ' • ;ij .
Q a :i • BASE
SUBBASE
4 6'•
r 2" RADIUS
7r%E„ p
15"MiN 8 SURFACE
MAX,
SASE
STANDARD 6" CURB
502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV.Iall
2O1.D4
350 1 ase 2 GrodeI 350
I
(Maintain Sde for Phase 1)
ubgra
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Pier T
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10+00 10+25 10+50 10+75 11+00 11+25 - 330
INFILTRATION TANK D__PROFIEE
SCALE: 1"=10' HORIZ., 1"=5' VERT.
355
350
345
340
335
330
a
-6" - 3,000 PSI CONCRETE
AT 28 DAYS OR STRONGER.
MIN. WIRE REINFORCING OR
o.' o. o 0 0 0 0 #4 BARS AT 12" O.C.
0000 O O O O O O
I— =I IEI I FI4" COMPACTED VDOT #21A
III—III III III III
COMPACTED SUBGRADE
� Dumoster Pad Detail
C2 % Not To Scale
4 m 44 4" - 3,000 PSI CONCRETE
00000000000000uo 4" - VDOT #21A BASESTONE
O O O O O o O O
—I i I—I i I—iiiI i I I I COMPACTED SUBGRADE
CBR=10
TO BE FIELD VERIFIED
2 _ TYP CAE SIDEWALK SECTION
C2 f Not To Scale
2" OF SM -9.5A SUPERPAVE
I v r -r n u n u"v"v m uIn�i --.__- 6" - VDOT #21A BASESTONE
11{ ITT Tit 1 III ii jIfi — COMPACTED SUBGRADE
CBR=10
TO BE FIELD VERIFIED
�Parkinci Area Pavement Section
TREATED WOOD GATES
FINISH TO MATCH 1:3LDGS
ELEVATION
DUMPSTER ENCLOSURE
DUMPSTER.
V
DUMPSTER PAD
SFE DETAIL I/C8
DUMFSTff_R PAD FLAN
DUMPSTER PAD ENCLOSURE DETAIL
Not To Scale
METER SIZE
DIMENSION
DIMENSION DIMENSION
A
B C
1 1/2'
31'
5101 3'8'
4#°
MIN,
510' X81
3'
5' MIN,
•4
4'
5' MIN,
12'• MIN.
e'.
8" MIN. 17.5" ---'-=j B" MIN.
a
w..._._.
I
4
18 MMIN.
17,5"
_ *� 37" MIN.
I
PANGNUT LOCKING ASSEMBLY
12" MIN-
..
BYPASS
NOTES:
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8".
3, THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (1 1/2" METER)
NTS
FIG. W -7B
TD -15
DOOR HINGES
L------ _--- ------I
I I
I I
L
I
1 I
I I
1 I
I
I I
LIFT HANDLE
L ------------------
TYPICAL METER VAULT
N.T.S.
FIG, W --7A
TD -14
SIDE VIEW
75' DIAMETER DRILLED
IDLE FOR TOUCH REAR
(NITS,
TOP VIEW
3" DIAMETER FLAT
UNDERNEATH FADE
24' X 36'
ALUMINUM ACCESS
HATCH
7?
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST 04 PLACE.
2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3, CURB HAVING A RADIUS OF 300 FE T. OR LESS tALOPiG
FACE {)F CURB) WILL BE PAID FOR FEV
RADIAL CURB,.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED AS MUCH AS 3" 421 DEPTH?
IN ORDER THAT THE IOTT! OF CURB +S�ILL COINC�.
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE,
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
N THE PRICE BID IS TO BE MADE FOR A DECREASE OR W
INCREASE IN DEPTH.
2' R 5. CG -2 IS TO BE USED ON ROAR AyYS IIV}EETING THE
AP tiXI ATOF THEE DOT RO 15E51(� MANUAL_
s„
SURFACE
SEE
NOTE 4 --� - • d ' • ;ij .
Q a :i • BASE
SUBBASE
4 6'•
r 2" RADIUS
7r%E„ p
15"MiN 8 SURFACE
MAX,
SASE
STANDARD 6" CURB
502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV.Iall
2O1.D4
350 1 ase 2 GrodeI 350
I
(Maintain Sde for Phase 1)
ubgra
I 2'x2' oncrete
Pier T
I
12 Min „ 1 I
.Cover
345
(TX I I `�— � 345
Ex, Grade
-----
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330 ' � E�i-ofile �1-�.2...,.�.•_,_ � I 1
10+00 10+25 10+50 10+75 11+00 11+25 - 330
INFILTRATION TANK D__PROFIEE
SCALE: 1"=10' HORIZ., 1"=5' VERT.
355
350
345
340
335
330
a
-6" - 3,000 PSI CONCRETE
AT 28 DAYS OR STRONGER.
MIN. WIRE REINFORCING OR
o.' o. o 0 0 0 0 #4 BARS AT 12" O.C.
0000 O O O O O O
I— =I IEI I FI4" COMPACTED VDOT #21A
III—III III III III
COMPACTED SUBGRADE
� Dumoster Pad Detail
C2 % Not To Scale
4 m 44 4" - 3,000 PSI CONCRETE
00000000000000uo 4" - VDOT #21A BASESTONE
O O O O O o O O
—I i I—I i I—iiiI i I I I COMPACTED SUBGRADE
CBR=10
TO BE FIELD VERIFIED
2 _ TYP CAE SIDEWALK SECTION
C2 f Not To Scale
2" OF SM -9.5A SUPERPAVE
I v r -r n u n u"v"v m uIn�i --.__- 6" - VDOT #21A BASESTONE
11{ ITT Tit 1 III ii jIfi — COMPACTED SUBGRADE
CBR=10
TO BE FIELD VERIFIED
�Parkinci Area Pavement Section
TREATED WOOD GATES
FINISH TO MATCH 1:3LDGS
ELEVATION
DUMPSTER ENCLOSURE
DUMPSTER.
V
DUMPSTER PAD
SFE DETAIL I/C8
DUMFSTff_R PAD FLAN
DUMPSTER PAD ENCLOSURE DETAIL
Not To Scale
METER SIZE
DIMENSION
DIMENSION DIMENSION
A
B C
1 1/2'
31'
5101 3'8'
2'
311'
510' X81
3'
5' MIN,
0' MIK
4'
5' MIN,
12'• MIN.
GREATER
THAN 4°
PROPOSALS WILL BE SUBMITTED,
DOOR HINGES
L------ _--- ------I
I I
I I
L
I
1 I
I I
1 I
I
I I
LIFT HANDLE
L ------------------
TYPICAL METER VAULT
N.T.S.
FIG, W --7A
TD -14
SIDE VIEW
75' DIAMETER DRILLED
IDLE FOR TOUCH REAR
(NITS,
TOP VIEW
3" DIAMETER FLAT
UNDERNEATH FADE
24' X 36'
ALUMINUM ACCESS
HATCH
7?
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST 04 PLACE.
2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3, CURB HAVING A RADIUS OF 300 FE T. OR LESS tALOPiG
FACE {)F CURB) WILL BE PAID FOR FEV
RADIAL CURB,.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED AS MUCH AS 3" 421 DEPTH?
IN ORDER THAT THE IOTT! OF CURB +S�ILL COINC�.
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE,
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
N THE PRICE BID IS TO BE MADE FOR A DECREASE OR W
INCREASE IN DEPTH.
2' R 5. CG -2 IS TO BE USED ON ROAR AyYS IIV}EETING THE
AP tiXI ATOF THEE DOT RO 15E51(� MANUAL_
s„
SURFACE
SEE
NOTE 4 --� - • d ' • ;ij .
Q a :i • BASE
SUBBASE
4 6'•
r 2" RADIUS
7r%E„ p
15"MiN 8 SURFACE
MAX,
SASE
STANDARD 6" CURB
502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV.Iall
2O1.D4
350 1 ase 2 GrodeI 350
I
(Maintain Sde for Phase 1)
ubgra
I 2'x2' oncrete
Pier T
I
12 Min „ 1 I
.Cover
345
(TX I I `�— � 345
Ex, Grade
-----
30"xi 8 Brass ca�p msc Ibe with
- Access Stair (typ,) I
creerac �e Located per an iew, shown in
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335 , I this page p 9 I I i
p I 1H
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I $ _....
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.. ,»_�..•�� a_... �..
1,.
330 ' � E�i-ofile �1-�.2...,.�.•_,_ � I 1
10+00 10+25 10+50 10+75 11+00 11+25 - 330
INFILTRATION TANK D__PROFIEE
SCALE: 1"=10' HORIZ., 1"=5' VERT.
355
350
345
340
335
330
a
-6" - 3,000 PSI CONCRETE
AT 28 DAYS OR STRONGER.
MIN. WIRE REINFORCING OR
o.' o. o 0 0 0 0 #4 BARS AT 12" O.C.
0000 O O O O O O
I— =I IEI I FI4" COMPACTED VDOT #21A
III—III III III III
COMPACTED SUBGRADE
� Dumoster Pad Detail
C2 % Not To Scale
4 m 44 4" - 3,000 PSI CONCRETE
00000000000000uo 4" - VDOT #21A BASESTONE
O O O O O o O O
—I i I—I i I—iiiI i I I I COMPACTED SUBGRADE
CBR=10
TO BE FIELD VERIFIED
2 _ TYP CAE SIDEWALK SECTION
C2 f Not To Scale
2" OF SM -9.5A SUPERPAVE
I v r -r n u n u"v"v m uIn�i --.__- 6" - VDOT #21A BASESTONE
11{ ITT Tit 1 III ii jIfi — COMPACTED SUBGRADE
CBR=10
TO BE FIELD VERIFIED
�Parkinci Area Pavement Section
TREATED WOOD GATES
FINISH TO MATCH 1:3LDGS
ELEVATION
DUMPSTER ENCLOSURE
DUMPSTER.
V
DUMPSTER PAD
SFE DETAIL I/C8
DUMFSTff_R PAD FLAN
DUMPSTER PAD ENCLOSURE DETAIL
Not To Scale
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11+00 11+50
SANITARY PROFILE ON TRAILSIDE COURT
SCALE: 1"=20' Horizontal, I"=5' Vertical
12+00
4 x 4 STEEL
COLUMN
355
350
345
340
335
330
U Ji7 M. HImP 5
Lic 5183
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