HomeMy WebLinkAbout5-96.611vscy av cy ovy r,
"DON'T DIG BLIND"
Coll Monday through Friday -7 AM to 6 PM
1-800 1 -800
382 -5544 428 -5200
within Ir omo Ou1skle I Xft
PER INDIANA STATE LAW IS -69 -1991, IT IS
AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
NOTES
EXPANSION JONTS ARE REGUMM AT STORM NUTS
CONTRACTION JOINTS SHOULD tK NSTALLED AT 1C SPACINGS.
SPACING SHALL SE S' ON CURVE RADII.
COMRACTICH JDNTS SHALL eE TOOLED OR SAM( N
CONTINUPOURED OUSLY PO CIM TO A DEPTH OF 1/2• v+.
TOPSOIL
..1
0
BACKFILL -
0
SUBGRADE AGGREGATE
DEPTH VARIES
I- v I _
CONCRETE ROLL CURB & GUTTER SECTION
TYPE 1 (NO SCALE)
1'- H.A.C. SURFACE
3'- H.A.C. BINDER
5 - -/53 STONE
4 - -12 STONE
m, SUBGRADE
ASPHALT PAVING SECTION
(NO SCALE)
50' RIGHT -OF -WAY
10• 2�oH 10'
1'S 13I
1'(min) 4 2' PROFILE GRADE 2� St 9Py./FT 4 1'(min)
LEVEL LINE OWN 1/4
• T. �+
CONC. WALK
1'- H.A.C. SURFACE
CONC. ROIL CURB
3'- H.A.C. BINDER
5 - -/53 STONE
4 - -/2 STONE
TYPICAL SECTION —LOCAL STREET
(NO SCALE)
(NO SCALE)
STABILIZATION JAN, FEB. MAR. APR MAY JUNE JULY AUG. SEPT. OCT NOV. DEC
PRACTICE //��
PERMANENT A • / / / /� / / //• /I At
SEEDING
DORMANT B �� B �0
SEEDING
TEMPORARY C D��
SEEDING E • / / //I / / / /'�
SODDING F Fill
MULCHING G
A - KENTUCKY BLUEGRASS 40 LOS /ACRE: CREEPING RED FESCUE 40 LBS /ACRE:
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LOS/ACRE.
B BLUEGRASS O
PLUS 2
TONS STRAW MULCH /ACRE.E CREEPING RED
OR ADD RYEGRASS 30 LBS//ACRE.
C xA SPRING OATS 3 BUSHEL /ACRE.
D - WHEAT OR RYE 2 BUSHEL /ACRE.
E - ANNUAL RYEGRASS 40 LBS /ACRE.
F - SOD
G - STRAW MULCH 2 TONS /ACRE.
*,A/*
IRRIGATION NEEDED FOR 2RITO 3 UNE. JULY,
AFTERDAPPLYI SEPTEMBER
SOO
IRRIGATION
SEASONAL SOIL PROTECTION CHART
(NO SCALE)
V I I I I I I
:NOTE ON rAPS TO W
NES SMALLER THAN I VAL
L
PROTECTED ED
q
1= I =14' DAM. EITHER A WTH PLASTIC
TTj TAPPED TFf OR A PRAP
-III I =PIPE SADDLE SHALL
— BE USED
II
�II I III
III CO III
_ I E
1
IL
jTj
PIPE TO BE SUPPORTED ALONG ENTIRE
LENGTH - EXCAVATE FOR EACH ,AUNT
WATER SERVICE INSTALLATION
COVERS SEALED
IN PLACE
USE 6' PVC PIPE LE
UNLESS OTHERWISE
SPECIFIED
7q
1004
I
RADIUS CURVE
(NO SCALE)
11/4'
/ 1 FT.
/8 / 1 FT
ISOMETRIC
PLAN
TYPICAL HOUSE CONNECTION
TO MAIN SA NI TA R Y SEWER
(NO SCALE)
X�E 1 /4' /IFT —T C. ELEVATION/
EROSION CONTROL'
NEENAH R -1370 OR EOUAL
1/2' PERFORMED JOINT FILLER
TRANSVERSE JOINT
Z
q
Oil STONE
rKENT SEAL
RINGS: 4' MIN -12' MAX.
z
SEC. 6>1.2) Comp. to 85% STD,
(MONOLITHIC OR
6
LIMITS WITH S / /ACRE "REDTOP CRASS', 20/ /ACRE 'RYE —I-
�. 1' PEEP HOLES
GRASS-, 20/ /ACRE -BLUEGRASS-. 251/ACRE - FESCUE- AND III—
PRECAST CONCRETE
X
CL. I Material (ASTM D -2321-
74, SEC. 6.1.1) /4 stone comp.
W
32'
CONSTRUCTION
D /8.4'(min)
<
-
n STONE
M
Between The Sidewalk t
CONC. WALLS
i#•ff[jqj
iT7
to
x
[�l
M
[i!S■
No Portion 01 The
E
-
0
c TRANSVERSE
NT
0
4W
1/2- PERFORMED JOINT FILLER
^r
(f,P )
4.0' CAN
W
��inma��lnr
W
Behind The Curb, The Hydrant
'Mth
—
4' CONCRETE
CONFORM TO ASTM C -443.
PIPE SIZE
O
I As Shown
`PREPARED SUBGRADE
f6- MAX
TYPICAL
SIDEWALK SEC TI ON
(NO SCALE)
STABILIZATION JAN, FEB. MAR. APR MAY JUNE JULY AUG. SEPT. OCT NOV. DEC
PRACTICE //��
PERMANENT A • / / / /� / / //• /I At
SEEDING
DORMANT B �� B �0
SEEDING
TEMPORARY C D��
SEEDING E • / / //I / / / /'�
SODDING F Fill
MULCHING G
A - KENTUCKY BLUEGRASS 40 LOS /ACRE: CREEPING RED FESCUE 40 LBS /ACRE:
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LOS/ACRE.
B BLUEGRASS O
PLUS 2
TONS STRAW MULCH /ACRE.E CREEPING RED
OR ADD RYEGRASS 30 LBS//ACRE.
C xA SPRING OATS 3 BUSHEL /ACRE.
D - WHEAT OR RYE 2 BUSHEL /ACRE.
E - ANNUAL RYEGRASS 40 LBS /ACRE.
F - SOD
G - STRAW MULCH 2 TONS /ACRE.
*,A/*
IRRIGATION NEEDED FOR 2RITO 3 UNE. JULY,
AFTERDAPPLYI SEPTEMBER
SOO
IRRIGATION
SEASONAL SOIL PROTECTION CHART
(NO SCALE)
V I I I I I I
:NOTE ON rAPS TO W
NES SMALLER THAN I VAL
L
PROTECTED ED
q
1= I =14' DAM. EITHER A WTH PLASTIC
TTj TAPPED TFf OR A PRAP
-III I =PIPE SADDLE SHALL
— BE USED
II
�II I III
III CO III
_ I E
1
IL
jTj
PIPE TO BE SUPPORTED ALONG ENTIRE
LENGTH - EXCAVATE FOR EACH ,AUNT
WATER SERVICE INSTALLATION
COVERS SEALED
IN PLACE
USE 6' PVC PIPE LE
UNLESS OTHERWISE
SPECIFIED
7q
1004
I
RADIUS CURVE
(NO SCALE)
11/4'
/ 1 FT.
/8 / 1 FT
ISOMETRIC
PLAN
TYPICAL HOUSE CONNECTION
TO MAIN SA NI TA R Y SEWER
(NO SCALE)
X�E 1 /4' /IFT —T C. ELEVATION/
EROSION CONTROL'
NEENAH R -1370 OR EOUAL
EENAH R- 3501 - MITL
material contains larger perlicies
OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION
Oil STONE
rKENT SEAL
RINGS: 4' MIN -12' MAX.
SEEDED AS FOLLOWS: r� VARIABLE
SEC. 6>1.2) Comp. to 85% STD,
(MONOLITHIC OR
procloer density. or CL Ill Material
LIMITS WITH S / /ACRE "REDTOP CRASS', 20/ /ACRE 'RYE —I-
�. 1' PEEP HOLES
GRASS-, 20/ /ACRE -BLUEGRASS-. 251/ACRE - FESCUE- AND III—
PRECAST CONCRETE
600/ /ACRE 12 -12 -12 FERTILIZER I—
-I3i
CL. I Material (ASTM D -2321-
74, SEC. 6.1.1) /4 stone comp.
1/2' PLASTER
32'
CONSTRUCTION
WITH 25/ /ACRE 'FESCUE', 20/ /ACRE GRASS'. 15/ /ACRE
BLUEGRASS" AND 600/ /ACRE 12 -12 -12 FERTILIZER.
D /8.4'(min)
. BcocK OR
-
n STONE
M
Between The Sidewalk t
CONC. WALLS
i#•ff[jqj
iT7
fif
[�l
8'
[i!S■
No Portion 01 The
b:�
-
1
i t•QiEl��il=
I
P43/41
4W
Over The Sidewalk. It
^r
(f,P )
TO ASTM C -478. JOINTS SHALL
W
��inma��lnr
W
Behind The Curb, The Hydrant
'Mth
—
_
Stone Or Grovel I —III
CONFORM TO ASTM C -443.
PIPE SIZE
O
I As Shown
Steamer Cop At A Minimum
f6- MAX
I I
16''
Of 6' Behind The Curb.
3
'— I I i
J' SO CONC. BASE
(I) LINE 0 116- PIPE MESH W W F.
32'
CURB INLET
(NO SCALE)
(NO SCALE)
#4 RE -BAR WELDED TO
M.E.S. W/ 4" OPENINGS
FOR DEBRIS /ANIMAL GUARD.
SPECIAL END SEC. DETAIL W /DEBRIS /ANIMAL GUARD
(NO SCALE)
6' (min) sholl be increase 0
EROSION CONTROL'
NEENAH R -1370 OR EOUAL
PRECAST CONCRETE ADJUSTER
material contains larger perlicies
OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION
iC5'
Hydrant w/ 6" set
rKENT SEAL
RINGS: 4' MIN -12' MAX.
SEEDED AS FOLLOWS: r� VARIABLE
SEC. 6>1.2) Comp. to 85% STD,
A. SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION I VARIABLE_
procloer density. or CL Ill Material
LIMITS WITH S / /ACRE "REDTOP CRASS', 20/ /ACRE 'RYE —I-
1 3) Carp
to5901G
GRASS-, 20/ /ACRE -BLUEGRASS-. 251/ACRE - FESCUE- AND III—
STD Oractar density,
600/ /ACRE 12 -12 -12 FERTILIZER I—
-I3i
CL. I Material (ASTM D -2321-
74, SEC. 6.1.1) /4 stone comp.
1/2' PLASTER
32'
in accordance with ASTM D-
D /6(min) 2321 -74 SEC. 9.1.1.
WITH 25/ /ACRE 'FESCUE', 20/ /ACRE GRASS'. 15/ /ACRE
BLUEGRASS" AND 600/ /ACRE 12 -12 -12 FERTILIZER.
D /8.4'(min)
8 \ \ TAPERED CONE SECTION
-
—
M
Between The Sidewalk t
1 LINE OF .24'
i#•ff[jqj
iT7
fif
[�l
8'
[i!S■
No Portion 01 The
b:�
i)•f
8•
i t•QiEl��il=
NOTE: MANHOLE SHALL CONFORM
z
Over The Sidewalk. It
iEmw"HLN
TO ASTM C -478. JOINTS SHALL
W
��inma��lnr
W
Behind The Curb, The Hydrant
'Mth
rn
a
0
_
Stone Or Grovel I —III
CONFORM TO ASTM C -443.
-ni��
O
I As Shown
Steamer Cop At A Minimum
0 11=1
UZ~
I I
16''
Of 6' Behind The Curb.
3
'— I I i
1'-4
32'
to 0
Ozv
48'
6' Min.
Install Comic. Kicker
Set Elbow On Solid
Gate Valve
Block. Pour Against
Earth, Broken stone
Undisturbed Earth.
Or Well Tampered Grovel.
Full Wldih Of Trench
FIRE HYDRANT
INSTALLATION
e'
(NO SCALE)
C LLJ
C I. Y.H STEPS
NEENAH R- 1980 -C
0- RING GASKET
°P ¢
OR EOUAL
BUTYL RUBBER COATING
48'
4* DIACTER
i0 N
FILL WITH CONCRETE
I
O'
I
IF
GROUT
I
I
CAST ONLY
8
y' �— j— �- POURED IN PLACE
I-
/4 BARS -12 O.C. BOTH WAYS
I OR PRECAST
r�
6'
NOTE: BEDDING FOR MANHOLE SHALL
BE A MINIMUM OF:
6' -/8 STONE BASE ON
6' -I2 STONE BASE
STANDARD MANHOLE DETAIL
(NO SCALE)
#4 RE -BAR WELDED TO
M.E.S. W/ 4" OPENINGS
FOR DEBRIS /ANIMAL GUARD.
SPECIAL END SEC. DETAIL W /DEBRIS /ANIMAL GUARD
(NO SCALE)
6' (min) sholl be increase 0
EROSION CONTROL'
to 12' If remoinin0 back/Al
1
A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING
material contains larger perlicies
OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION
iC5'
Hydrant w/ 6" set
PROTECTION. AFTER GRADING. ALL CONSTRUCTION AREAS ARE TO BE EROSION CONTROL SEEDING LIMITS
CL. 11 Material (ASTM 0- 3221 -74
SEEDED AS FOLLOWS: r� VARIABLE
SEC. 6>1.2) Comp. to 85% STD,
A. SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION I VARIABLE_
procloer density. or CL Ill Material
LIMITS WITH S / /ACRE "REDTOP CRASS', 20/ /ACRE 'RYE —I-
1 3) Carp
to5901G
GRASS-, 20/ /ACRE -BLUEGRASS-. 251/ACRE - FESCUE- AND III—
STD Oractar density,
600/ /ACRE 12 -12 -12 FERTILIZER I—
-I3i
CL. I Material (ASTM D -2321-
74, SEC. 6.1.1) /4 stone comp.
B CUT/FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE
'RYE -I
I II
in accordance with ASTM D-
D /6(min) 2321 -74 SEC. 9.1.1.
WITH 25/ /ACRE 'FESCUE', 20/ /ACRE GRASS'. 15/ /ACRE
BLUEGRASS" AND 600/ /ACRE 12 -12 -12 FERTILIZER.
D /8.4'(min)
C. SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR
Y TRAW SHREDDED
EROSION CONTROL. SEEDING LIMI
VARIABLE
rONAPLANS SHOWN
EROSION AND SILT CONTROL. MULCH MA BE $
HARDWOOD OR EROSION CONTROL MAT.
D. DEVELOPERS OPTION: CONSTRUCTION AREAS REOVIRING EROSION
line to provide adequate side support CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED DRAINAGE S WA L E SECTION
AND FERTILIZER SPECIFICATIONS.
TYPICAL BEDDING SECTION
FOR P VC SEWER PIPE
PER ASTM D- 2321 -74 (NO SCALE)
PLAN VIEW
STRAW BALES BURIED 3'
STORM BEEHIVE
3' -/4 REBAR STAKE
2'X6' SILT TRAP
TYPICAL SLOTTED RISER
(CAN BE USED INSTEAD
OF STRAW BALES)
TYPICAL SLOTTED RISER
VCAN BE USED INSTEAD
STRAW BALES)
STORM BEEHIVE
3' -/4 REBAR STAKE
STRAW BALES BURIED 3'
2'X6' SILT TRAP
SEC77ON WEW
S TPA W BA L E PL A CEMEN T
FOR EROSION CON TPOL
(NO SCALE)
R -1361 OR EOUAL
IV T C EL£V
III
2' PEEP HOEES
CONC. WALLS I n s TYYVE
S 1
W
K �• 1
,• 1 3/4 • (I. )
VAR. PIPE 9 : VAR PIPE SIZE
16" MAX. Il ` IS' MAX.
4' -0' So CONIC. BASE --I
(I) LINE 0 116' PIPE• MESH W W F.
EARTH DITCH INLET
(NO SCALE)
3500 P.S.I.
(NO SCALE)
\-CONCRETE THRUST BLOCKING-
CONCRETE TO BE POURED BETWEEN PIPE alt FIRM
FACE OF TRENCH AT ALL TEES BENDS & PLUGS
TYPICAL THRUST BLOCKING
(NO SCALE)
Contraction Joint (typ.)
s
O
6'
G V. J
S EL
A A
01 AAI
MUMMA
vi
a
/107 Mueller
.3
iC5'
Hydrant w/ 6" set
0W
T�_ L
Variable
Variable Ground Line
Note:
KME"Kiff-liff
iii iEofMg-]
When Hydrants Are Set In
The Between The
-Wa
"i17B'•7�7F
—
OF"I
m
Zal
ij0�sa:)"a•)Eftij6it�:
Curb t The Sidewalk Or
-
—
M
Between The Sidewalk t
i#•ff[jqj
iT7
fif
[�l
fIH)
[i!S■
No Portion 01 The
b:�
i)•f
f1j•)
i t•QiEl��il=
i:Sfi�Q-ll7m�FY7miTi�OZ�1
z
Over The Sidewalk. It
iEmw"HLN
The Hydrant Is Installed
W
��inma��lnr
W
Behind The Curb, The Hydrant
'Mth
rn
a
0
_
Stone Or Grovel I —III
d �
d'
-ni��
W
I As Shown
Steamer Cop At A Minimum
0 11=1
UZ~
I I
Water Main
Of 6' Behind The Curb.
3
'— I I i
z Go
G V. J
S EL
A A
01 AAI
MUMMA
vi
a
/107 Mueller
.3
iC5'
Hydrant w/ 6" set
0W
T�_ L
Variable
Variable Ground Line
Note:
KME"Kiff-liff
4
. �
When Hydrants Are Set In
The Between The
-Wa
Ill ITT fit
—
OF"I
m
IRQiiiiiiiiwiri`a6:171W&II1W_
Curb t The Sidewalk Or
-
—
M
Between The Sidewalk t
A
iT7
fif
[�l
fIH)
[i!S■
No Portion 01 The
b:�
i)•f
f1j•)
i t•QiEl��il=
z
Over The Sidewalk. It
iEmw"HLN
The Hydrant Is Installed
W
Place Loose
W
Behind The Curb, The Hydrant
'Mth
rn
a
0
_
Stone Or Grovel I —III
d �
d'
Is To Be Installed A
W
NOTEES: pLAT� DRS SH L pR
TO A APP�CABLE T IREAIENT$CAS SET OUT IN�THE M
1 STANDARD SPEACI� CA'n s. E
TOE PLATE 1 T 2 H� ENOTYPART SHALL BE BE�ALUMINUM ALLOYS SET OUT N�THE-
ANCHOR STANDARD SPECIFICATIONS.
pMg�EULTIpPPL�{ETLPAJJNpEEL�EBp�ODIES SH L HAVE G AL�AP SEAMS yyW��HICH SHALL
W+A i THEn10E PLATENANC l SHALL BE CONSTTRRUCTEDIORT10 GAGE TS.
4.1 END GALVANIZED STEEL AND BE REOUIRED ON ALL STEE� PIPE END
Flll SL CTION IT SH MATCHED - PUNCHED TQ_Fl 1tOL S IN
2 1 2 �1(IRT LI ANO SUPPLI LppSE CpMPLE WI 3/g- DDIA,
1 C,ALvANIZ�D BOLTS. C T THEREOF SHALL BE INCLUDED IN THE
CONTRACT UNIT PRICE PER EACH FOR 'PIPE END SECTION'
WHERE VITRIFIED ,CLpA�Y ECULV$EERTT OpRN CAST IRON CULVERT
TIiAfIAS SHOWN FOR MENPAL ORnCMICRETEA H eE
COMPUTED LENGTH ANO LEND SECTION 2 + �F�URNISHED AND SHALL BE AS APPROVED BY THE ENGINEER
PAY LENGTH OF CULVERT LENGTH (L) 1 PRICE ATtON WILL BE PALO fOR AT THE CONANTPLAI LETE
AND AGCEPTEOR _PIPE END SECTION- COMP
SIDE 1 R `�`H _ PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE
END SECTION TO HELICALLY CORRUGATED PIPE
SPECIFICA TIONS FOR HOOK BOL T AND NUT
21/4'
S'
21/2. HOOK BOLT
LLMA RIAALL j� MEp TMETI NT A. T.M. A- q 7. THREADS
CUT �+WASHE '�JAT �EADED PtTION SH NoT (N�T`NTTTUUURNING T. IY HpN A? 157.
I D$p WEASSHERS NA CARBON T §, OT DIP�_C�ALVM112E000 TO M ETRp
lr R�s/+e1�r6• COATRSE THREAD SToIESA 11 6i MAXIMUM !1►�c JANEDRA TERSGAL GALVANIZ-
ING 1NG /4� PROVIDE ROSS FLATRSEEI3 6' NNING FIT CVRVEE CROWNED ED BO APPROX. 1'RADIVES.
F 3/4 0 BAR
METAL END SECTION
10'
EARTH
17 AGGREGATE
6' SUBSURFACE
DRAIN
(NO SCALE)
CONCRETE CURB
PIPE MATERIAL:
SHALL MEET GENERAL INDUSTRY
STANDARD FOR CLAY, CONCRETE,
CORRUGATED METAL, PLASTIC,
OR DOT APPROVED EQUAL OPEN
JOINT OR PERFORATED
SUBSURFACE DRAIN DETAIL
(NO SCALE)
•.. '. t•t ✓t . -. . ! • i _ Varies Width Vales
4 Min
Place expansion joint of back
of curb line or at sidewalk SECTION C -C
line.
Pavement Romp Sidewalk -
We flop" ior1es SECTION B -B
uniformly to o maximum of
4' /fl. of gutter line.
- Slope 1"/ft.
4-
SECTION A -A
SIDEWALK RAMP FOR HANDICAPPED
(NO SCALE)
FT.
I
12'-0' PAVCKMT . �' -0' r -0• Hit. II' -O' MN. -0' 4' -0••• 1'-0'
I•- IRMACE N MN. I TY9,
r
r- Bra
e.00l w t w
e s.N wa t 1
1 r OAK a WICK 1' "W " ar E. rt. SI.OPI- I
r, SLOPE. 1 4' PLR rT. /4 PER
SLOPL' 112' PER
sLOPE. 6:1 9�t1L A-
i PAVO[NT SECHON AS REOIJSH[0 /7I -STOW I SIDEwAN.x MRM RI OUIRED
V 09"MA NI 2r -a' MN.
(or slot arcH
vAIRATION FROM THIS SHALL K APPROVED IN WRITING BY COUNTY INGINCER.
•• RO S' -0' THERE REOURED BY ORDNANCE.
... ACUTAL WIDTH TO BE BASED ON HYDRAULIC REOLOtD NT OF SPECIFIC SITE.
HAMILTON COUNTY HIGHWAY STANDARD CROSS-SECTION
COLLECTOR S TREE T w/o CURB
(NO SCALE)
�` %lijl•u••r�44
r,� E eyI
• H0. `'� i
` 8827.
i
8TATE Of
�S►`tjri r�OI,Nt ��`� •
NA1 E
ALLAN H. CHE -REG P, E. -IN 18827
vi
a
/107 Mueller
.3
iC5'
Hydrant w/ 6" set
0W
T�_ L
Variable
Variable Ground Line
Note:
]C A
4
. �
When Hydrants Are Set In
The Between The
3' max.
Ill ITT fit
—
Space
—
Curb t The Sidewalk Or
-
—
M
Between The Sidewalk t
I 8' Valve Box And Lid
=
The AbOlin Property,
Ua
=r
No Portion 01 The
i -
I 8" Lower Section
Hydrant Shall Project
z
Over The Sidewalk. It
0
The Hydrant Is Installed
W
Place Loose
W
Behind The Curb, The Hydrant
'Mth
rn
a
0
_
Stone Or Grovel I —III
d �
d'
Is To Be Installed A
W
I As Shown
Steamer Cop At A Minimum
0 11=1
UZ~
I I
Water Main
Of 6' Behind The Curb.
3
'— I I i
z Go
Z
ode
to 0
Ozv
6' Min.
Install Comic. Kicker
Set Elbow On Solid
Gate Valve
Block. Pour Against
Earth, Broken stone
Undisturbed Earth.
Or Well Tampered Grovel.
Full Wldih Of Trench
FIRE HYDRANT
INSTALLATION
(NO SCALE)
•.. '. t•t ✓t . -. . ! • i _ Varies Width Vales
4 Min
Place expansion joint of back
of curb line or at sidewalk SECTION C -C
line.
Pavement Romp Sidewalk -
We flop" ior1es SECTION B -B
uniformly to o maximum of
4' /fl. of gutter line.
- Slope 1"/ft.
4-
SECTION A -A
SIDEWALK RAMP FOR HANDICAPPED
(NO SCALE)
FT.
I
12'-0' PAVCKMT . �' -0' r -0• Hit. II' -O' MN. -0' 4' -0••• 1'-0'
I•- IRMACE N MN. I TY9,
r
r- Bra
e.00l w t w
e s.N wa t 1
1 r OAK a WICK 1' "W " ar E. rt. SI.OPI- I
r, SLOPE. 1 4' PLR rT. /4 PER
SLOPL' 112' PER
sLOPE. 6:1 9�t1L A-
i PAVO[NT SECHON AS REOIJSH[0 /7I -STOW I SIDEwAN.x MRM RI OUIRED
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vAIRATION FROM THIS SHALL K APPROVED IN WRITING BY COUNTY INGINCER.
•• RO S' -0' THERE REOURED BY ORDNANCE.
... ACUTAL WIDTH TO BE BASED ON HYDRAULIC REOLOtD NT OF SPECIFIC SITE.
HAMILTON COUNTY HIGHWAY STANDARD CROSS-SECTION
COLLECTOR S TREE T w/o CURB
(NO SCALE)
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