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MIUMOLF FRAME' AND COVER
' SEC WO PLAN AM
ADJUSTMENT. RINGS (2" MIN.)
12" MAX. 24 " -- SEE NOTE 6
--11-- MORTAR JOINT(S) (3 /5" MW.)
f SEE NOTE S
a CONE (ECCENTRIC)
�- -- RUBBER GASKETED JOINTS IN
ACCORDANCE. WITH ASIM C -443
STEPS - POLYPROPYLENE STEPS
6- 1/2 "-" SHALL BE INCLUDED
/' MIN.
- CONCRETE RISER BY PIPE INC.,
M APPROVED EQUAL,
CP
12 TYP
LADDER POLYPROPYLENE
} SHALL BE A1IACHCp 40 MANIIOLC
•,• MAX. PIPE SIZE -
1% CONCRETE SIIELF
PRECAST BASE SECTION
OR CAST N SHEW.
B_
NOT TO SCALE
- STEPS TO TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4 MANHOLE SECTIONS 10 BE OF REINFORCED PRECAST CONCRETE.
5, ALL JOINTS BETWEEN THE CONE RISER RINGS BRICKS AND CASTKC SHALL BE GROUTED.
fi T4 ACCOMPLISHED W "' TION OF
ADJUSTMENT T OF E CASTING TO GRADE SHALL BE . T A -RED TO BOND OR 1/ BON BRICKS AND MORTAR ONbY BACKS SHALL BE STAGGERED TO. CREATE A RUNNING
BOND OR t/2 BOND, THE USE Or SHIMS IS PROMRIIFO
b- SANITARY SEWER MANHOLES SHALL HAVE AL_ INTERIOR COATING; W ES, INCLUDING SHIELD OR ,
COATED
ROV (SEALED) WIN A OF SOLING SHALL URETHANE QITE. WA66CR MC- AflOGNIELD OR
APPROVED EQUAL: COLOR OF COATING SHALL BE NCE I
S. ROBBERL H -IGHED JOINTS SHM.L IM Ui F 3/4iM T E WITH L DIA G 443.
1 CHANNEL HEIGHT SHALL BE A MINIMLM AD 3/4 G THE A UE DIAMETER OF THE BOOTS OT PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USh'G GPK ADAPTOR, KOR -N -SEAL BOOTS CR
APPROVED EQUAL.
11. A lVE FINISHED AREAS MANHOLES HAW. EXTEND A' INIM FT OF O END A MAXIMUM OF 1 A
ABOVE FINISHED GRADE OR MUST HAVE A ALL DIRE 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUSLS'.OPE IN ALL UIRECIIDNS IU MA iGH FAYINC.
Y.o - STD. PLAN - 400.1
PUBLIC WORKS ! - -.1
DEPARTMENT STANDARD SANITARY MANHOLE
N4 SEPTEMBER 2011
A '
'0 '
'E
48' MH 48 6
6' MIN 5
5 MW 2
2h" MiN 1
11 10.
C4° MH! S4 8
8' MIN 5
5 �' MIN. 1
14" MIN. 7
74' LD.
60" MH 60 8
8'' MIN 1
1 6" MIN. 4
42 MIN. _
_30' L0.
-,FAT. WITH AN 4000 OR
APPROVED EQUAL AND DRY
SAND AFTER PATCHING
PROPERTYLINE) SEPTEMBER 2011
1 +00 2 +00 3 +00
162ND AVENUE S.E.
500
490
480
Ex.
PIN
IN
NEM
LMI7V ! 6LOV
400.00
°a
PATCHED AREA
-BU- THOLES - 3 PLCS
F.OJAI IN SPACED IPW
APART ON 23 1 /I6' (586rtV>
COVEN
PLAN
NTS
RE`NTTO
1' -0 OUTSIDE DIA:- -1 0
2" ASPHALT CEASS "B"
1
OR AS APPROVED By
j
THE ENGINEER
I"
CONCRETE
SECT ON. A -A
COVER & FRAME
REMOVE PAVCMCNT AND DAM MATERIALS FOR A DISTANCE
W OR IS EQUAL IC THE DIAMETER OF THE FRAME PLUS TWO FU!.
ADJUST CASRNG MANE TO PAVEMENT SURFACE USING RISER RINGS OR
.CONCRETE BLOCKS PER STD. P MIDI.
(3> BET SOC. (ALLEN HEAD::
CCC 5/6'-11 X LS ER
\ RUDDER WASHEF:
RLVLAUL ALL BUT - [UP 2 ":U% G%CAVAILU MFILRIAL WIN
(ISmn] 1 I
CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE
WITH 2" O=. ASPHALT CLASS W OR AS APPROVED BY
L l: _
8'3/4' L 'e 1/2'
WL
THE ENONSR.
22
F [222mm] 164nn1
TYPICAL UTILITY COVER
SED• PY6N '- 906:4
•�j♦
PUBLIC WORKS ADJUSTMENT FOR
-.
DEPARTMENT
PAVIOMBNT OR OVERLAY
DECEMBER 2010
PROPERTYLINE) SEPTEMBER 2011
1 +00 2 +00 3 +00
162ND AVENUE S.E.
500
490
480
Ex.
PIN
IN
NEM
LMI7V ! 6LOV
400.00
°a
-BU- THOLES - 3 PLCS
F.OJAI IN SPACED IPW
APART ON 23 1 /I6' (586rtV>
DIA H.C. (SEE DETAIL
RE`NTTO
EXIS?ING GROUND
.... - --
1
SEWER. o W�
S
O
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
25 DIA.
E63_mmJ 1'
- /h' �25mn]
(3> BET SOC. (ALLEN HEAD::
CCC 5/6'-11 X LS ER
\ RUDDER WASHEF:
(ISmn] 1 I
\
L l: _
8'3/4' L 'e 1/2'
WL
22
F [222mm] 164nn1
TYP
COVER SECTION VIEW
EON BOLTING DETAIL
2G 1/2' DIA
16]3mm1
25 1/4' DGA
[641mn1
(6mm) LIP [P]mm]
1/4'
_ E2vmn1
NEOPNENE LAS<ET
I
1152mm]
R3mm1
PIC
-1
vB•
6mml
23 3/e' DIP CL OPEN,�I
tsvaM;
1R3rni
GASKET GROOVE DETAIL
STA. 3 +22
10'LT
27 5/16• DIA
j
C694MM]
N/G)
Ib vv 8' PVC O 0.�Ox
34 US' DIA
0
4`uA82 INV -48& 491.9
AVI
2S)
FR67,Hl NOTES:.
49� 37 1/131.9z
rG
H /1 - 48' TYPE I
FRAME SECTION VIEW 1,
ALL COVERS SIIALL BE LOCKING LID PER EAST
-t 1 __ (e r-�vc
JORDAN IRON WORKS INC. NO. 3717 -1 OR EQUA'_
6.39NV(MATCH (NNE
`(87.42
2.
USE FRAME AND COVER FOR STORM (SPECIFY
'DRAIN' ON COVER). SANITARY (SPECIFY
INV�1
4s/•
(N)
2
INV=48P:68 (S
'SEWER "), OR WATER (SPECIFY "WATER")
I�)°
PUBLIC WORKS I MANHOLE FRAME AND COVER
DEPARTMENT j
STD. PLAN - 401
")
DECEMBER 20(18
h
500
490
480
Ex.
PIN
IN
NEM
LMI7V ! 6LOV
400.00
°a
Encompass
ENGINEERING & S
165 NE Juniper Street, Suite 201
Issaquah, WA 98027
Phone: (425) 392 -0250
Fax: (425) 391 -3055
HORZ. 1" = 40'
VERT. i" = 5'
500
490
480
TJR
MANHOLE FRAME AN) COVER
PER DRAWING 401
ADJUSTMENT RINGS (2` MIND
SEE NOTE e 4
MORTAR JOINT(S) (316" MIN) \
SEE NOTE 5 \ � 14' NIA. TO
n e 1 12" MAX
o mj
4 54" I
7% - O'
P i
e I
F (
a°
s°
� �
S
STEPS TO BE POLMRCPYLENE SAFFY STOPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANF:OLE SECTIONS ARE NS ALLED:
3. CASTING SHALL F1 PER STD. PI AN 401.
4. MANHOLE SECTIONS TO BE Of REINFORCE) PRECAST CCNGRF k.
5. ALL JOINTS BETWEEN TIIC GONG RISER RINGS. CRICKS AND CAST NG SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRAD- S:IAL. O[ ACCOMPLISHED WTH.A
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLx BRICKS SHALL
BE STAGGERED TO CREATE A RUNNING 80Np OR 12 BOND.
THE USE OF SHIMS IS PROM @SE9. - /
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING
COATED SCALED WRi A LIIGF' SOLIDS URETHANE COATING; MASS R
MC- AR0(SEALED)
FIIELO OR APPROVED EQUAL; COLOR Of COATING SHALL BE N }IITE.
A. RUBBER GASKFTFD JOINTS SHA1.1. EF. IN CONFORMANCE Rill ASRA C - -443. :
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF TFIE LARGEST FIFE
10. CONNECT;ONS TO MANHOLE SHALL BE MADE GPK ADAPTOR, KO ?- N -SEAL
NW15 OR APPROVED EpOA_.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF
12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST S.OFE IN ALL DIRECTIONS TO MATCH PAVING.
QAY°
PUBLIC WORKS SANITARY MANHOLE STD. PLAN -4002
DEPARTMENT
1
i
er
500
490
SHALLOW SEPTEMBER 2011
ND
99.1.
I d SSMH/ 5 - o TYPE ll
151 �n9 �
(MATCH (ROUND)
NV
Ysl•57
I
STA. 2+ , 5'RT
SSMH - 48' TYPE II
RIMS 99.f.3o
INN= (E&/) ya4,,05
INN =.48s44
(0� 988.95
N W
a .°n u°1
Oi
a
0 +00
1 +00 2 +00
SEWER PROFILE
HORZ. 1" - 40'
VERT. 1" = 5'
VERTICAL WS" "` HAW ITT _® oESwD
1 „ =40' xoxMOW: PAN TIRE, mat CITY OF
/15 LILT JEF 829 /2 TJ TJR � REhIV TON
owxm: 1� I
2 MYLAR SUBMITTAL JEF 1/23/12 TJR JEF I ONE INCH DATUM
i REVISED PER CITY REVIEW JEF 12/29/1 TJR enEU TJR Planning /BOilding /Public Works Dept.
IF NOT ME Ixp{
N0. REVISION BY DATE APPR 'x'�'�' sENE ACCORDINGLY
THESE PLANS ARE "AS- BUILT'
AND THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS
WILL
IAM SHUPE HOLM RG P 1T
WA WA TA
hit
�a�pMES 4(�
e
q 38286�0� Y'
BY
BY
By
RECOMMENDED
FOR APPROVAL
CHECKED FOR COMPLIANCE
TO CITY STANDARDS /�
_ 6u\TE z V /L
DAZE
HARMONY GROVE 9/26/"
°"D°°A"BOOK
PACe PAGE
SANITARY SEWER PROFILE DRAMNG ND:
AND
DETAILS 11517
7 9
r
N
0 `�1
ri �
TO
C rn ^G
N � C
w OT
�r W
�y
h y
H `
-BU- THOLES - 3 PLCS
F.OJAI IN SPACED IPW
APART ON 23 1 /I6' (586rtV>
DIA H.C. (SEE DETAIL
RE`NTTO
EXIS?ING GROUND
.... - --
1
SEWER. o W�
S
O
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
25 DIA.
E63_mmJ 1'
- /h' �25mn]
(3> BET SOC. (ALLEN HEAD::
CCC 5/6'-11 X LS ER
\ RUDDER WASHEF:
(ISmn] 1 I
\
L l: _
8'3/4' L 'e 1/2'
WL
22
F [222mm] 164nn1
TYP
COVER SECTION VIEW
EON BOLTING DETAIL
2G 1/2' DIA
16]3mm1
25 1/4' DGA
[641mn1
(6mm) LIP [P]mm]
1/4'
_ E2vmn1
NEOPNENE LAS<ET
I
1152mm]
R3mm1
PIC
-1
vB•
6mml
23 3/e' DIP CL OPEN,�I
tsvaM;
1R3rni
GASKET GROOVE DETAIL
STA. 3 +22
10'LT
27 5/16• DIA
j
C694MM]
N/G)
Ib vv 8' PVC O 0.�Ox
34 US' DIA
0
4`uA82 INV -48& 491.9
AVI
2S)
FR67,Hl NOTES:.
49� 37 1/131.9z
rG
H /1 - 48' TYPE I
FRAME SECTION VIEW 1,
ALL COVERS SIIALL BE LOCKING LID PER EAST
-t 1 __ (e r-�vc
JORDAN IRON WORKS INC. NO. 3717 -1 OR EQUA'_
6.39NV(MATCH (NNE
`(87.42
2.
USE FRAME AND COVER FOR STORM (SPECIFY
'DRAIN' ON COVER). SANITARY (SPECIFY
INV�1
4s/•
(N)
2
INV=48P:68 (S
'SEWER "), OR WATER (SPECIFY "WATER")
I�)°
PUBLIC WORKS I MANHOLE FRAME AND COVER
DEPARTMENT j
STD. PLAN - 401
")
DECEMBER 20(18
h
h
Encompass
ENGINEERING & S
165 NE Juniper Street, Suite 201
Issaquah, WA 98027
Phone: (425) 392 -0250
Fax: (425) 391 -3055
HORZ. 1" = 40'
VERT. i" = 5'
500
490
480
TJR
MANHOLE FRAME AN) COVER
PER DRAWING 401
ADJUSTMENT RINGS (2` MIND
SEE NOTE e 4
MORTAR JOINT(S) (316" MIN) \
SEE NOTE 5 \ � 14' NIA. TO
n e 1 12" MAX
o mj
4 54" I
7% - O'
P i
e I
F (
a°
s°
� �
S
STEPS TO BE POLMRCPYLENE SAFFY STOPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANF:OLE SECTIONS ARE NS ALLED:
3. CASTING SHALL F1 PER STD. PI AN 401.
4. MANHOLE SECTIONS TO BE Of REINFORCE) PRECAST CCNGRF k.
5. ALL JOINTS BETWEEN TIIC GONG RISER RINGS. CRICKS AND CAST NG SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRAD- S:IAL. O[ ACCOMPLISHED WTH.A
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLx BRICKS SHALL
BE STAGGERED TO CREATE A RUNNING 80Np OR 12 BOND.
THE USE OF SHIMS IS PROM @SE9. - /
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING
COATED SCALED WRi A LIIGF' SOLIDS URETHANE COATING; MASS R
MC- AR0(SEALED)
FIIELO OR APPROVED EQUAL; COLOR Of COATING SHALL BE N }IITE.
A. RUBBER GASKFTFD JOINTS SHA1.1. EF. IN CONFORMANCE Rill ASRA C - -443. :
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF TFIE LARGEST FIFE
10. CONNECT;ONS TO MANHOLE SHALL BE MADE GPK ADAPTOR, KO ?- N -SEAL
NW15 OR APPROVED EpOA_.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF
12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST S.OFE IN ALL DIRECTIONS TO MATCH PAVING.
QAY°
PUBLIC WORKS SANITARY MANHOLE STD. PLAN -4002
DEPARTMENT
1
i
er
500
490
SHALLOW SEPTEMBER 2011
ND
99.1.
I d SSMH/ 5 - o TYPE ll
151 �n9 �
(MATCH (ROUND)
NV
Ysl•57
I
STA. 2+ , 5'RT
SSMH - 48' TYPE II
RIMS 99.f.3o
INN= (E&/) ya4,,05
INN =.48s44
(0� 988.95
N W
a .°n u°1
Oi
a
0 +00
1 +00 2 +00
SEWER PROFILE
HORZ. 1" - 40'
VERT. 1" = 5'
VERTICAL WS" "` HAW ITT _® oESwD
1 „ =40' xoxMOW: PAN TIRE, mat CITY OF
/15 LILT JEF 829 /2 TJ TJR � REhIV TON
owxm: 1� I
2 MYLAR SUBMITTAL JEF 1/23/12 TJR JEF I ONE INCH DATUM
i REVISED PER CITY REVIEW JEF 12/29/1 TJR enEU TJR Planning /BOilding /Public Works Dept.
IF NOT ME Ixp{
N0. REVISION BY DATE APPR 'x'�'�' sENE ACCORDINGLY
THESE PLANS ARE "AS- BUILT'
AND THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS
WILL
IAM SHUPE HOLM RG P 1T
WA WA TA
hit
�a�pMES 4(�
e
q 38286�0� Y'
BY
BY
By
RECOMMENDED
FOR APPROVAL
CHECKED FOR COMPLIANCE
TO CITY STANDARDS /�
_ 6u\TE z V /L
DAZE
HARMONY GROVE 9/26/"
°"D°°A"BOOK
PACe PAGE
SANITARY SEWER PROFILE DRAMNG ND:
AND
DETAILS 11517
7 9
r
N
0 `�1
ri �
TO
C rn ^G
N � C
w OT
�r W
�y
h y
H `
EXIS?ING GROUND
.... - --
1
PIC
162 LF56' .
STA. 3 +22
10'LT
j
IM- 409.7± (MATCH F
N/G)
Ib vv 8' PVC O 0.�Ox
0
4`uA82 INV -48& 491.9
AVI
2S)
49� 37 1/131.9z
rG
H /1 - 48' TYPE I
-
-t 1 __ (e r-�vc
-v,,) RIM =4
6.39NV(MATCH (NNE
`(87.42
INV�1
4s/•
(N)
2
INV=48P:68 (S
1/82.32
O
")
.O
h
h
O
O
ED
m
m
m
m
°o
L
CT
a
a
d
a
a
n
n
Encompass
ENGINEERING & S
165 NE Juniper Street, Suite 201
Issaquah, WA 98027
Phone: (425) 392 -0250
Fax: (425) 391 -3055
HORZ. 1" = 40'
VERT. i" = 5'
500
490
480
TJR
MANHOLE FRAME AN) COVER
PER DRAWING 401
ADJUSTMENT RINGS (2` MIND
SEE NOTE e 4
MORTAR JOINT(S) (316" MIN) \
SEE NOTE 5 \ � 14' NIA. TO
n e 1 12" MAX
o mj
4 54" I
7% - O'
P i
e I
F (
a°
s°
� �
S
STEPS TO BE POLMRCPYLENE SAFFY STOPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANF:OLE SECTIONS ARE NS ALLED:
3. CASTING SHALL F1 PER STD. PI AN 401.
4. MANHOLE SECTIONS TO BE Of REINFORCE) PRECAST CCNGRF k.
5. ALL JOINTS BETWEEN TIIC GONG RISER RINGS. CRICKS AND CAST NG SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRAD- S:IAL. O[ ACCOMPLISHED WTH.A
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLx BRICKS SHALL
BE STAGGERED TO CREATE A RUNNING 80Np OR 12 BOND.
THE USE OF SHIMS IS PROM @SE9. - /
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING
COATED SCALED WRi A LIIGF' SOLIDS URETHANE COATING; MASS R
MC- AR0(SEALED)
FIIELO OR APPROVED EQUAL; COLOR Of COATING SHALL BE N }IITE.
A. RUBBER GASKFTFD JOINTS SHA1.1. EF. IN CONFORMANCE Rill ASRA C - -443. :
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF TFIE LARGEST FIFE
10. CONNECT;ONS TO MANHOLE SHALL BE MADE GPK ADAPTOR, KO ?- N -SEAL
NW15 OR APPROVED EpOA_.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF
12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST S.OFE IN ALL DIRECTIONS TO MATCH PAVING.
QAY°
PUBLIC WORKS SANITARY MANHOLE STD. PLAN -4002
DEPARTMENT
1
i
er
500
490
SHALLOW SEPTEMBER 2011
ND
99.1.
I d SSMH/ 5 - o TYPE ll
151 �n9 �
(MATCH (ROUND)
NV
Ysl•57
I
STA. 2+ , 5'RT
SSMH - 48' TYPE II
RIMS 99.f.3o
INN= (E&/) ya4,,05
INN =.48s44
(0� 988.95
N W
a .°n u°1
Oi
a
0 +00
1 +00 2 +00
SEWER PROFILE
HORZ. 1" - 40'
VERT. 1" = 5'
VERTICAL WS" "` HAW ITT _® oESwD
1 „ =40' xoxMOW: PAN TIRE, mat CITY OF
/15 LILT JEF 829 /2 TJ TJR � REhIV TON
owxm: 1� I
2 MYLAR SUBMITTAL JEF 1/23/12 TJR JEF I ONE INCH DATUM
i REVISED PER CITY REVIEW JEF 12/29/1 TJR enEU TJR Planning /BOilding /Public Works Dept.
IF NOT ME Ixp{
N0. REVISION BY DATE APPR 'x'�'�' sENE ACCORDINGLY
THESE PLANS ARE "AS- BUILT'
AND THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS
WILL
IAM SHUPE HOLM RG P 1T
WA WA TA
hit
�a�pMES 4(�
e
q 38286�0� Y'
BY
BY
By
RECOMMENDED
FOR APPROVAL
CHECKED FOR COMPLIANCE
TO CITY STANDARDS /�
_ 6u\TE z V /L
DAZE
HARMONY GROVE 9/26/"
°"D°°A"BOOK
PACe PAGE
SANITARY SEWER PROFILE DRAMNG ND:
AND
DETAILS 11517
7 9
r
N
0 `�1
ri �
TO
C rn ^G
N � C
w OT
�r W
�y
h y
H `
ND
99.1.
I d SSMH/ 5 - o TYPE ll
151 �n9 �
(MATCH (ROUND)
NV
Ysl•57
I
STA. 2+ , 5'RT
SSMH - 48' TYPE II
RIMS 99.f.3o
INN= (E&/) ya4,,05
INN =.48s44
(0� 988.95
N W
a .°n u°1
Oi
a
0 +00
1 +00 2 +00
SEWER PROFILE
HORZ. 1" - 40'
VERT. 1" = 5'
VERTICAL WS" "` HAW ITT _® oESwD
1 „ =40' xoxMOW: PAN TIRE, mat CITY OF
/15 LILT JEF 829 /2 TJ TJR � REhIV TON
owxm: 1� I
2 MYLAR SUBMITTAL JEF 1/23/12 TJR JEF I ONE INCH DATUM
i REVISED PER CITY REVIEW JEF 12/29/1 TJR enEU TJR Planning /BOilding /Public Works Dept.
IF NOT ME Ixp{
N0. REVISION BY DATE APPR 'x'�'�' sENE ACCORDINGLY
THESE PLANS ARE "AS- BUILT'
AND THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS
WILL
IAM SHUPE HOLM RG P 1T
WA WA TA
hit
�a�pMES 4(�
e
q 38286�0� Y'
BY
BY
By
RECOMMENDED
FOR APPROVAL
CHECKED FOR COMPLIANCE
TO CITY STANDARDS /�
_ 6u\TE z V /L
DAZE
HARMONY GROVE 9/26/"
°"D°°A"BOOK
PACe PAGE
SANITARY SEWER PROFILE DRAMNG ND:
AND
DETAILS 11517
7 9
r
N
0 `�1
ri �
TO
C rn ^G
N � C
w OT
�r W
�y
h y
H `
Oi
a
0 +00
1 +00 2 +00
SEWER PROFILE
HORZ. 1" - 40'
VERT. 1" = 5'
VERTICAL WS" "` HAW ITT _® oESwD
1 „ =40' xoxMOW: PAN TIRE, mat CITY OF
/15 LILT JEF 829 /2 TJ TJR � REhIV TON
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2 MYLAR SUBMITTAL JEF 1/23/12 TJR JEF I ONE INCH DATUM
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