HomeMy WebLinkAboutzS-3619SetI
•
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STA. 3 +22 101
SSMH/ 2 - 48' TYPE
• ' : RIM = 499.7.+ (MATCH PANNE
-. INV =48&00 (,'
162 LF 8' PVC O 3J8X
STA. 1 +6q 101T
SSMH /1 - 48' TYPE It
RIM= 496.31 (MATCH PAWNG
INV = 48262 (N&E)
INV -48$52 (S)
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I 159 LF-B' PVC O Q.$DX I
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0.00115 's
002W
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t IA- 3.57_
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IV 49275 m,
1v r8843 "7 HOPE WS`.
S
SSMH /
RIM= 496.3.+
IN
�iJ9r�lr1
475
PORTION OF THE SE 1/45 OF THE NE 1/4 OF SEC. 14, TWN.23 N., RNG
CITY OF RENTON, WASHINGTON
.7_ OOOSNHED CAP
b r3 FOUND REBAR AND WASHINGTON
0.10'N FOUND �B
1 ONG. ( 0.06 W AND CARRPPII
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1818 T�ATED `_. -- '_ �t1,-_ -.' �. ��. _ .,.' .i, a�
1 8 53 W S.E 1355TH STRE " - °90 y
T CITY OF RENTON- N 88 °4 .- - E 59b.79' �<_ _ _ Gu Tb
ro
.. � ...? -+-- *480) E 11 T°� �,,.� \ �i \ 'T ` •r <\ °��. \,. i'
r �_�.. �...b- MIN._._ = MIN. � MIN. FFE- i MIN. FIE= MIN. FFE= MI I= MIN. FFE =i1 •\�
.: 488.7 }__, 489 Q I 489.1 ..I , k89.4 / N FF 490.9.
\ 1 , .: .,,;:;,r I I xl 490.0 / . 0.1 ab _.. MI
c 74� I I r 44so.i
A'I 1 I 13 I ssZ 11 / / 9 8
15 I 10
-
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d 1I I
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S . 2 +89, 5RT � II )__ -../ I � %
SSMH =�4B' TYPE 11 ,TO i
RIM- 49 2 10_,C1TYOF�'?
I 10' PUBLIC I i �,�„zr..� - RENTON s93 i+ +
o UTILITY INt� -21 SEWER I jl
6 NV= 484.11
ASEMENT \ ;R M EASEMENT / I y z =' / = = 1
I 'y +�J 3a) x 1 ea I v
VG +
I
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SEVERS m"� "'444 "� I :`. ✓ / /.. 'I!III III; II
29 MIN TP. ,
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. • \ ', / 1 STA. 60.
10' PUBLIC \ m Z j / m SSMH
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TRACT ITr
' CT E �• I J u
_ e -s EAS ENT d IN.. "5.20 (6'SE)
: a-'SENSITIVE AREA
M � I 1 I 1 I I � � '_ ' � NV =40� 7 8'W = r! �✓ i l� I,r, I I � I ' �., it
° 3 . 4 1 51 2
jp2e / 1 p I 1
I I MIN. FFE=
/ -
e -,z MIN. FFE= MIN. FFE= \:-.-
._
MIN MIN. .9 `MIN. 'FFE= 490.9
_ 489.4 � �.. -. -..
/• „ ENO" .' I 488.8 S 489.7 489.9 1 490.3
00 I'n I\ 15' PUBLIC WATER s`-' = �c '✓ /'
- --1- - �- - -1 - - -
a ; ?�- EASEMENT
/1.
1
a N 88 W
55 42 92.8'5
o, - -__
\;� 2 +0 . - -+00_1.
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V
� -1 TH _TREET / /'
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I (
0 +00 1 +00 2 +00
Elicom,pass 1
165 NE Juniper Street, Suite 201
Issacuah, WA 98027
Phone: (42S) 392 -0250
Fax: (425) 391 -3055
3+00
NO. I REVISION
4 +00
500
m
�o
�m
� LL
np
io
n w
5 +00
:e
480
470
., WM
x
100.00' VC
200.00' VC
x
oLOW
POINT El.EV
= 496.20 00
?
HIGH POINT E
EV = 496.90
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
0 10 20 40
SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE
LATEST EDITION OF THE WSDOT APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED
BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
LOW POINT
STA = 0 +60
a
HIGH POINT S
A= 1 +65.31
0
0
DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY
WORK WITHIN PUBLIC RIGHT OF WAY.
y'
w PM STA
= 0 +50 N
PM STA
= 2 +00
++
Iri
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A
REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PIA ELEV
= 495.80
;
PM ELEV
= 497.80
"�
<
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
m
m A.D.
3.33 m
m
A.D. _
-4.08
r^
tii
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE
>
�M
500
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
K =
0
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF a INCHES, THOROUGHLY TAMPING EACH LAYER TO
95 PERCENT OF MAXIMUM DENSITY, THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE
THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. -
II.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
SAWCUT
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY
THE CITY.
I2.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND
FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS
OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK
AND ELEVATIONS ARE NOTED ON THE PLANS. '
AND MATCH
I3.ALL AN AREAS SHALL BE SEEDED ISTURBED MULCHED OR OTHERWISE STABILIZED TO THE
D D
- -- ° "-
COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA
EXISTIN_GROUND
STANDARDS AN SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
E
RENTON STANDARD PLANS &SPECIFICATIONS. 'THIS SHALL INCLUDE NECESSARY LEVELING OF THE
-\`_
COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE
PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
_
/-2'0
15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDP
���
35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY,
16.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED
AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
07
EX. GROUND
n4
',,
PROPO E
N
Y
rn
490
I'
171
LF8' PVC O 0.50X
!
298 LF -B" PVC
_I
O Q50X
•.
D
STA. 4 +60, 51T
S
A. 2 +89, 51T
SSMH 14 - 5s.
H 62 - 48" TYPE I
RIM= 490.81
P
W_
480
M. 1 +6
IOILT
IMV
484.21 (E&N)
INV= 485.07 (8
! - 48"
TYPE 11
SE.
135TH PLACE
III
V =484.11 (110
MATCH
AWNG)
j
/=4826
(N&E)
HORZ. 1" = 40'
INV=
52 (S)
VERT. 1" = 5'
ELEV
20
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a
a a
0 +00 1 +00 2 +00
Elicom,pass 1
165 NE Juniper Street, Suite 201
Issacuah, WA 98027
Phone: (42S) 392 -0250
Fax: (425) 391 -3055
3+00
NO. I REVISION
4 +00
500
m
�o
�m
� LL
np
io
n w
5 +00
:e
480
470
., WM
x
x
p
SANITARY SEWER NOTES AND SPECIFICATIONS
z
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. .
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
0 10 20 40
SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE
LATEST EDITION OF THE WSDOT APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED
BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
SCALE 1" = 40'
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS
DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY
WORK WITHIN PUBLIC RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT OCATION SO AS To AVOID
T D
DAMAGE OR DISTURBANCE. -
4.A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A
REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF .CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
7.PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE
OVER OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE
SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BO ON EQUALLY SHALL BE PLACED BAC FILL E SIDES OF THE PIPE IN LAYERS WITH A LOOSE
K Q BOTH
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF a INCHES, THOROUGHLY TAMPING EACH LAYER TO
95 PERCENT OF MAXIMUM DENSITY, THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE
THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. -
II.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY
THE CITY.
I2.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND
FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS
OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK
AND ELEVATIONS ARE NOTED ON THE PLANS. '
I3.ALL AN AREAS SHALL BE SEEDED ISTURBED MULCHED OR OTHERWISE STABILIZED TO THE
D D
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA
STANDARDS AN SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
E
RENTON STANDARD PLANS &SPECIFICATIONS. 'THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT. AND
COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE
PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDP
35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY,
16.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED
AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
RECOMMENDED
FOR-APPROVAL
By
By
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE 2. G 2e/L
DATE
Call NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
before YOU IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
S=36 19 0 I EXACT VERTICAL AND HORIZONTAL LOCAT ON OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.. S �9• REPRESENTATION GI MADE THAT ALL EXISTING UTILITIES ARE SHOWN
1 -800- 424 -5555 NOT SHOWN OR UTILITIES NOT SHOWN INE THEIR SPRO ER FOR LOCATION.
UNDERGROUND SERVICE (USA) .CALL BEFORE YOU DIG: 1- 800 -424 -5555.
AVOID CUTTING UNDERGROUND
UTILITY LINES. IS COSTLY
DAM
WISH xowzoNrw wn ie'aiect - 9/26/1 1
°moNTJR 1 ° =40' Arlin CITY OF HARMONY GROVE BOOK
iIEmWOp
IEF - 1 23.12 TJR u- ' JEF �"� �� RENTON SANITARY SEINER PLAN AND `TX PAGE
oNE INCN DATUM
IEF " 12 29 11 TJR CHECKED.
TJR .,NI- I,sr,�E Planning /Building /Public Works Dept. PROFILE AND NOTES 1 1517
IF NOT ONE INCH
BY DATE APPR +P"+N`A^ scut .ADccxuBOLY -
TJR 6 9
z
M2
LL
MANHOLE FRAME AND COVER
6' ' " SEE BUD. PLAN 401
1 ADJUSTMENT RINGS (2" MIN)
12. MAX 24 "~ ~ -- SEE NOTE e
MORTAR JOINT(S) (3/B" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)'
- RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASIM C -443
STEPS - POLYPROPYLENE STEPS
6- 1/2'-" SHALL. BE INCLUDED
/' N.
- CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL
12 (TYP) : LADDER - POLYPROPYLENE
1 SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE
CONCRETE SHELF
i%
PRECAST DACE SECION
OR CAST :N SHELF.
'R'
i NOT TO SCALE
NOTES.,
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS,
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED,
3. CASING SHALL BE PER SID. PLAN 401.
A. MANHOLE SECTIONS IU BE OF REINFORCED PRECAST CONCRETE,
A JOINTS H N RISER RINGS, RICKS AND GASTRIC SHALL BE GROUTED,
5 GU J BETWEEN THE IN E R SE R G. B
B. ADJUSTMENT F H N° A SHALL RE ACCOMPLISHED WI TAG FRED T ORF OF
0 THE CASTING TO GRADE
ADJUSTMENT RIGS, BRICKS
THEU AND MORTAR ON'Y, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR ./2 BOND. THE USE Or SHIMS IS PROHIBITED,
7. SANITARY SEALER MANHOLES SHALL HAVE ALL INE COR SURFACES, R MC-AR CHELD OR Q
COATED (SEALED) WITH A HIGH SOWS URETHANE COATING: WASSCR MC AROSHIELO OR
APPROVED EQUAL: COLOR SH LC BE IN COIF OE Ve AEC.
B. RUBBER GHEIGHT JOINTS BA MI REM CONFORMANCE WITH ASTM 0-443.
B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE WIPE. DIAMETER OF THE LARGEST PIPE
10: CONNECTIONS TO MANHOLE SMALL BE MADE US'RG GPK ADAPTOR, HOR- N -S[AL BOOTS OR
APPROVED ED AL.
PL IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND 9MINIMUM OF 6" AND A MAXIMUM OF 1T
ABOVE FINISHED GRADE OR MUST HAVE A MINIMJM U DIAA10 E CONCRETE RINGS PROBED AT GRADE.
Ik PAVED M1REAS, COVER MUST SLOPE IN ALL UiREG LIONS 10 EACH PAYING.
G %YET PUBLIC WORKS STD. PLAN 400.1
STANDARD SANITARY MANHOLE -- --
DEPARTMENT
SEPTEMBER 2011
1 +00 2 +00 3 +00
162ND AVENUE S.E.
SEAL WITH AR 4000 OR
A'C' D
APPROVED EQUAL AND DRY
TYPICAL UTILITY COVER
D '
'E'
48" MH 4
48 6
6 ". MIN. S
S'MIN 2
24 MM 2
21" 1 D.
I .
. 54 ". 8
8 ". MIN, J
J 5' MIN. 1
14 MIN 2
24" ID
6D' MH !
! 80" 8
8" MIN 6
6 MIN, 4
42 MIN 3
30" I D I
SEAL WITH AR 4000 OR
/e®}4
APPROVED EQUAL AND DRY
TYPICAL UTILITY COVER
- SAND AFTER PATCHING
- BELTHULES
l -'--_
PATCHED AREA
A A
`..-. �
cov_t
PAVEMENT OR OVERLAY
PLAN
NIS
`2 "A
DIA. -1 0
2' ASPHALT CUSS "B"
4" STUD MARKING POST PANTED
TEE W1/H B" 510E WRET WYE WHITE W Di THE WORD - SEWER" SUMMUEC
.OUTSIDE
OR AS APPROVED BY
I 1
THE ENGINEER
I
lYl > -0:i APPRO ED EW 4 EXIENDEO TO IIIL iW a" VIE STUD.
4"
CONCRETE
SFCTLON A -A
INDIES,
REMOVE PAVEMCN- AND BASE MATERIALS FOR A DISTANCE
WON IS SOCIAL TO DIC DAME" OF THE FRAVE PLLS .TWO llt%
§ 50E 5Ew R ANn aU pN S1EH INSTALLATION)
ACJUST CASING MANE TO PAVEMENT SURFACE. USING RISER RINGS OR
CONCRETE CLOCKS PER STD PLAN 400.1.
ACCEPTABLE PROCEDURES FOR SOE SEWER CONNECTORS TO MAIN
RUPLALL ALL BUI. [UP Y' Q' LXGAVAIDU NAILMAE W111
GLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE
'NTH 2 0= ASPHALT CLASS 'C° OR AS APPROVED BY
A. WIR I DCLAY MAIN - CUT IN A NEW TEE USING FLLAULE
THE NUMBER..
CWPUN35 (FE.MD) OR APPROVED EQUAL),
500
490
480
X,
W;
NEV
W.
/e®}4
PUBLIC WORKS
TYPICAL UTILITY COVER
BID. - �•4
- BELTHULES
�i
ADJUSTMENT FOR
EOVAi. LY SPACED IRO'
`..-. �
DEPARTMENT
PAVEMENT OR OVERLAY
DECEMBER 2010
500
490
480
X,
W;
NEV
W.
PROPERTY UNE
- BELTHULES
- 3 PLCS
EOVAi. LY SPACED IRO'
FUTURE
8' BUILDING SEWER PIPE 9UIIOINC. SFNTR
`2 "A
DIA B.C. (SEE Dc TAID
GROUND
4" STUD MARKING POST PANTED
TEE W1/H B" 510E WRET WYE WHITE W Di THE WORD - SEWER" SUMMUEC
SURFACE U FANCIIT WITH
CAST JflON RMG &COVER IN 3 HIGH BLACK LETTERS AND I6 WRE
(EAST JORDAN IRON YARNS MAPPED AROUND THE STUD AND
V4
lYl > -0:i APPRO ED EW 4 EXIENDEO TO IIIL iW a" VIE STUD.
SPECIFY "SEWER" ON LID,
GEE STD. PLAN 403.1 FOR
BEEN �
§ 50E 5Ew R ANn aU pN S1EH INSTALLATION)
ACCEPTABLE PROCEDURES FOR SOE SEWER CONNECTORS TO MAIN
LINES ARE AS. FOLLOWS:
A. WIR I DCLAY MAIN - CUT IN A NEW TEE USING FLLAULE
CWPUN35 (FE.MD) OR APPROVED EQUAL),
�4
B. CONCRETE MAIN - SGRE- DRILLED WITH A ROME SADDLE (OR
APPROVED EORL)
C. PVC MAIN - CORE OR'LLEG WITH A RCMAG SADDLE (OR APPROVED
EQUAL) Olt CUI IN A NEW TEE USING RIGID COUPLINGS
COVER BOTTOM VIEW
0. DUCTILE SON MAIN CORE -- GABLED WITH A ROMAC SADDLE (OR
COVER & FRAME
APPROVED EQUAL)
E. MANHOLE CONNECTON - ALL CONNECTORS TO MANHOLES SHALL PE
PLAN VIEW
AT MANWAC"UR -D KNOCK -OUTS OR THE
SRIICTURP SHALL BE.CORE- DRILLED
(3) BLT SEC; (ALLEN HEAD)
(CC 5 /8'-11 X 1.5 SS
60" ALLOWABLE MAX.
3 /M1'
r
FOR CAST IRON PIPE
OR DUCiIII [RON PIPE.
aBnm] .(
\
HGSI
1:3:5 MIX
/
CONCRETE (�C NG
BLOCKING y,2%
K-,
I 8 3�j 'e . t /2'
L
MIN SLOPE
I HOHILOA LAL
OUTLET' TEE 1
LSEW
I- 1222nn) 164mn3
-R MAN
G" MIN. MAIN -
CONCRETE BLOCKING ANGIF
SIDE SEWER FI EVAION
,iAl
pFSE„F_/yi MgIN_QYER...2;z
COVER SECTION VIEW
CA EVATJQN
ETA. 3 +22
f0'LT
NOTE:
-
EON BOLTING DETAIL.
UNLFSS OTHERWISE SlOWN ON PLAN, SIDE. SEVIER BHA] I. HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' !OWER
-
-HAN THE LOWEST MOUSE ELEVATION, WHICHEVER IS LOWER.
159 LF =8' PVC O 0'!'0%
_ 25 1/4' CIA
1/4'
INV =48&
(S)
I641,F) t f /16'
1/4' (6mm) LIP :27mnT
A PUffi.tL' WORKS
I�,
STANDARD SIDE SEWER
INSTALLATION
SID. PLAN -408.1
.SEPTEMBER 2011
�� DEPARTMENT
(SEWER MAIN TO PROPERTY LINE)
SN N
6
Y
ET52mM1
500
490
480
X,
W;
NEV
W.
Encompass
ENGINEERING & S RVEYING
165 NE juniper Street, Suite 201
Issactuah, WA 98027
Phone: (425) 392 -0250
Fax: (425) 391 -3055
HORZ. i" 40'
VERT. 1" = 5'
L4r
490
480
1 " =40'
2' MYLAR SUBMITTAL 1/23/12 TJR JEF
1 REVISED PER CITY REVIEW 'JEF 12/214/111 FUR dlEd( oNE mcH
'TJR AT Fuu BGa€
IF HOT ONE INEH
N0. REVISION BY DATE APPR "P.
' SCOIE AOWRMN6LY
TJR
1 I
500
490
O
MANHOLE FRAME AND COVER
PER DRAWING 401.
ADJUSTMENT RINGS (2" MIN)
SEE NOTE 8 )
MORTAR JOINT(5) (3/8 "' MIN.) 6" �
BEE NOTE 5 � 4' MAN. TO
12" MAX. j
4v
I
v e T Put
,o
• i
4 4
a
6"
\1 ft. STEPS TO BE POLYPROPYLENE 'vAFE'Y STEPS
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE NS-ALLED.
3. CASING SHALL BE PER STD. PI AN 401.
4. MANHOLE SECTORS TO BE OF REINFORCE) PRECAST .:CNCNEIF.
S. ALL JOINTS DETW.CN THE GONG RISER RINGS. BRICKS AND CASING SHALL BE GROUTED
6. ADJUSTMENT OF RIE CASING TO GRADE S:IALL DC ACCOMPLISHED W :iFLA
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR pNLY, BRICKS SHAL.
DE STAGGERED TO CREATE A RUNNING BOND OR I/2 BOND.'
THE USE OF SHIMS IS PRO I =0
rues.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING,
COATED SEALED WDI Ai11 G I H SOLIDS URETHANE COATING • YA
S.k
MC- AROSHIELO OR APPROVED EQUAL: COLOR OF COATING SHALL B -L NNITE:
B. RUBBER GASKFTFD JOINTS SHALL BE IN CONFORMANCE W111 ASIA C 443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAM[ZR OF THE LARGEST PIPE. -
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR- N -ScAL
NO015 OR APPROVED EQ'uAI_.
17. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND AMAXIMUM OF
72" ABOVE FINISHED GRADE OF MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SANITARY MANHOLE TD
s. PUN - aooa
`� B� PUBLIC WORKS
/= DEPARTMENT SHALLOW SEPTEMBER
2011
_ I
ANC
/
/
i
6 SSMHj 5 - 48' TYPE ll
151 1'NV 492. UOUND)
r + 5RT
- 48' TYPE II
49 24
INV =484 1 (E&N)
INV= if (110
t0 N < cV D!
u°>
0+0
0 1 +00 2 +00
SEWER PROFILE
HORZ. 1" = 40'
VERT. 1" = 5' Mll
YFRIIGW N0.0 18
a� , CITY OF
HoRZOxru; xAO loea loot o
RENTON
DATUM
Planning /Building /Public Works Dept.
5- 361902
�p
ME3lgh1/
I � ye QLAAZ i�'
9 3828
�FGIS5yO\/.
`�SVV
/IIIIIn1L��f /Z3 //
FOR APPROVAL
BY
ffir
CHECKED FOR COMPLI
ANCE
TO CITY STANDAR�DS� /T�
DALE z 4
ROTE
HARMONY GROVE 9/26/"
RBmooa BOOK
SANITARY SEWER
PROFILE °"� PAGE
ANp DETAILS 11517
SHF£P. 7 9
��esuuui�c
- BELTHULES
- 3 PLCS
EOVAi. LY SPACED IRO'
APART ON 23 1/16' (586kn>
DIA B.C. (SEE Dc TAID
GROUND
- -
V4
BEEN �
aV
'
SEWERga
�4
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
25'DIA.
H53SEFJ 1'
(3) BLT SEC; (ALLEN HEAD)
(CC 5 /8'-11 X 1.5 SS
3 /M1'
r
RUDDER WASHER
aBnm] .(
\
I 8 3�j 'e . t /2'
L
WL
I- 1222nn) 164mn3
TYP
COVER SECTION VIEW
162
ETA. 3 +22
f0'LT
-
EON BOLTING DETAIL.
2G 1/2' CIA
1673n 1 -
-
159 LF =8' PVC O 0'!'0%
_ 25 1/4' CIA
1/4'
INV =48&
(S)
I641,F) t f /16'
1/4' (6mm) LIP :27mnT
-_
E6mmS 11/16'
_ E27mml
-'f0
NEDPNENE GASKET
�T
SN N
6
ve^ ,
ET52mM1
494.32
RIM = 4!16.3*
H if - 48' TWE 1
(MATCH PAWNO
5 /8' J
n6 nIa
I� 23 3/8' DIA CL OPEN -,i
1584nmA
R3rmi
GASKET GROOVE DETAIL
vC -W)
(N)
INV =482.82 (N&E
_ 21 5/16' DIA
C694MM1
INV = 46252 (S
34 9 /0' DIA
O
M
O
M6%MMI NOTES:
n
O
O
FRAME SECTION VIEW 1.
ALL COVERS SHALL BE LOCKING LID PER EAST
Iri
�
r
ro
JORDAN IRON WORKS INC. Nc. 3T'TCI OR EQUAL.
d
d
2.
USE FRAME AND COVER FOR STORM (SPECIFY
'DRAIN' ON COVER), SANITARY (SPECIFY
'SEWER "). OR WATER (SPECIFY "WATER ").
STD. PLAN - 401
4A�4�
tI�
PUBLIC WORKS
DEPARTMENT
MANHOLE FRAME AND COVER
/r
DECEMBER 2008
Encompass
ENGINEERING & S RVEYING
165 NE juniper Street, Suite 201
Issactuah, WA 98027
Phone: (425) 392 -0250
Fax: (425) 391 -3055
HORZ. i" 40'
VERT. 1" = 5'
L4r
490
480
1 " =40'
2' MYLAR SUBMITTAL 1/23/12 TJR JEF
1 REVISED PER CITY REVIEW 'JEF 12/214/111 FUR dlEd( oNE mcH
'TJR AT Fuu BGa€
IF HOT ONE INEH
N0. REVISION BY DATE APPR "P.
' SCOIE AOWRMN6LY
TJR
1 I
500
490
O
MANHOLE FRAME AND COVER
PER DRAWING 401.
ADJUSTMENT RINGS (2" MIN)
SEE NOTE 8 )
MORTAR JOINT(5) (3/8 "' MIN.) 6" �
BEE NOTE 5 � 4' MAN. TO
12" MAX. j
4v
I
v e T Put
,o
• i
4 4
a
6"
\1 ft. STEPS TO BE POLYPROPYLENE 'vAFE'Y STEPS
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE NS-ALLED.
3. CASING SHALL BE PER STD. PI AN 401.
4. MANHOLE SECTORS TO BE OF REINFORCE) PRECAST .:CNCNEIF.
S. ALL JOINTS DETW.CN THE GONG RISER RINGS. BRICKS AND CASING SHALL BE GROUTED
6. ADJUSTMENT OF RIE CASING TO GRADE S:IALL DC ACCOMPLISHED W :iFLA
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR pNLY, BRICKS SHAL.
DE STAGGERED TO CREATE A RUNNING BOND OR I/2 BOND.'
THE USE OF SHIMS IS PRO I =0
rues.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING,
COATED SEALED WDI Ai11 G I H SOLIDS URETHANE COATING • YA
S.k
MC- AROSHIELO OR APPROVED EQUAL: COLOR OF COATING SHALL B -L NNITE:
B. RUBBER GASKFTFD JOINTS SHALL BE IN CONFORMANCE W111 ASIA C 443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAM[ZR OF THE LARGEST PIPE. -
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR- N -ScAL
NO015 OR APPROVED EQ'uAI_.
17. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND AMAXIMUM OF
72" ABOVE FINISHED GRADE OF MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SANITARY MANHOLE TD
s. PUN - aooa
`� B� PUBLIC WORKS
/= DEPARTMENT SHALLOW SEPTEMBER
2011
_ I
ANC
/
/
i
6 SSMHj 5 - 48' TYPE ll
151 1'NV 492. UOUND)
r + 5RT
- 48' TYPE II
49 24
INV =484 1 (E&N)
INV= if (110
t0 N < cV D!
u°>
0+0
0 1 +00 2 +00
SEWER PROFILE
HORZ. 1" = 40'
VERT. 1" = 5' Mll
YFRIIGW N0.0 18
a� , CITY OF
HoRZOxru; xAO loea loot o
RENTON
DATUM
Planning /Building /Public Works Dept.
5- 361902
�p
ME3lgh1/
I � ye QLAAZ i�'
9 3828
�FGIS5yO\/.
`�SVV
/IIIIIn1L��f /Z3 //
FOR APPROVAL
BY
ffir
CHECKED FOR COMPLI
ANCE
TO CITY STANDAR�DS� /T�
DALE z 4
ROTE
HARMONY GROVE 9/26/"
RBmooa BOOK
SANITARY SEWER
PROFILE °"� PAGE
ANp DETAILS 11517
SHF£P. 7 9
��esuuui�c
GROUND
- -
162
ETA. 3 +22
f0'LT
IM =499.71 (MATCH
VINO)
159 LF =8' PVC O 0'!'0%
O
INV =48&
(S)
-'f0
SN N
STA- f{60
494.32
RIM = 4!16.3*
H if - 48' TWE 1
(MATCH PAWNO
18..62 (8"
INV =481.7
vC -W)
(N)
INV =482.82 (N&E
INV = 46252 (S
O
M
O
r
n
O
O
O
v
Iri
�
r
ro
d
d
d
Encompass
ENGINEERING & S RVEYING
165 NE juniper Street, Suite 201
Issactuah, WA 98027
Phone: (425) 392 -0250
Fax: (425) 391 -3055
HORZ. i" 40'
VERT. 1" = 5'
L4r
490
480
1 " =40'
2' MYLAR SUBMITTAL 1/23/12 TJR JEF
1 REVISED PER CITY REVIEW 'JEF 12/214/111 FUR dlEd( oNE mcH
'TJR AT Fuu BGa€
IF HOT ONE INEH
N0. REVISION BY DATE APPR "P.
' SCOIE AOWRMN6LY
TJR
1 I
500
490
O
MANHOLE FRAME AND COVER
PER DRAWING 401.
ADJUSTMENT RINGS (2" MIN)
SEE NOTE 8 )
MORTAR JOINT(5) (3/8 "' MIN.) 6" �
BEE NOTE 5 � 4' MAN. TO
12" MAX. j
4v
I
v e T Put
,o
• i
4 4
a
6"
\1 ft. STEPS TO BE POLYPROPYLENE 'vAFE'Y STEPS
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE NS-ALLED.
3. CASING SHALL BE PER STD. PI AN 401.
4. MANHOLE SECTORS TO BE OF REINFORCE) PRECAST .:CNCNEIF.
S. ALL JOINTS DETW.CN THE GONG RISER RINGS. BRICKS AND CASING SHALL BE GROUTED
6. ADJUSTMENT OF RIE CASING TO GRADE S:IALL DC ACCOMPLISHED W :iFLA
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR pNLY, BRICKS SHAL.
DE STAGGERED TO CREATE A RUNNING BOND OR I/2 BOND.'
THE USE OF SHIMS IS PRO I =0
rues.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING,
COATED SEALED WDI Ai11 G I H SOLIDS URETHANE COATING • YA
S.k
MC- AROSHIELO OR APPROVED EQUAL: COLOR OF COATING SHALL B -L NNITE:
B. RUBBER GASKFTFD JOINTS SHALL BE IN CONFORMANCE W111 ASIA C 443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAM[ZR OF THE LARGEST PIPE. -
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR- N -ScAL
NO015 OR APPROVED EQ'uAI_.
17. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND AMAXIMUM OF
72" ABOVE FINISHED GRADE OF MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SANITARY MANHOLE TD
s. PUN - aooa
`� B� PUBLIC WORKS
/= DEPARTMENT SHALLOW SEPTEMBER
2011
_ I
ANC
/
/
i
6 SSMHj 5 - 48' TYPE ll
151 1'NV 492. UOUND)
r + 5RT
- 48' TYPE II
49 24
INV =484 1 (E&N)
INV= if (110
t0 N < cV D!
u°>
0+0
0 1 +00 2 +00
SEWER PROFILE
HORZ. 1" = 40'
VERT. 1" = 5' Mll
YFRIIGW N0.0 18
a� , CITY OF
HoRZOxru; xAO loea loot o
RENTON
DATUM
Planning /Building /Public Works Dept.
5- 361902
�p
ME3lgh1/
I � ye QLAAZ i�'
9 3828
�FGIS5yO\/.
`�SVV
/IIIIIn1L��f /Z3 //
FOR APPROVAL
BY
ffir
CHECKED FOR COMPLI
ANCE
TO CITY STANDAR�DS� /T�
DALE z 4
ROTE
HARMONY GROVE 9/26/"
RBmooa BOOK
SANITARY SEWER
PROFILE °"� PAGE
ANp DETAILS 11517
SHF£P. 7 9
��esuuui�c
500
490
O
MANHOLE FRAME AND COVER
PER DRAWING 401.
ADJUSTMENT RINGS (2" MIN)
SEE NOTE 8 )
MORTAR JOINT(5) (3/8 "' MIN.) 6" �
BEE NOTE 5 � 4' MAN. TO
12" MAX. j
4v
I
v e T Put
,o
• i
4 4
a
6"
\1 ft. STEPS TO BE POLYPROPYLENE 'vAFE'Y STEPS
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE NS-ALLED.
3. CASING SHALL BE PER STD. PI AN 401.
4. MANHOLE SECTORS TO BE OF REINFORCE) PRECAST .:CNCNEIF.
S. ALL JOINTS DETW.CN THE GONG RISER RINGS. BRICKS AND CASING SHALL BE GROUTED
6. ADJUSTMENT OF RIE CASING TO GRADE S:IALL DC ACCOMPLISHED W :iFLA
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR pNLY, BRICKS SHAL.
DE STAGGERED TO CREATE A RUNNING BOND OR I/2 BOND.'
THE USE OF SHIMS IS PRO I =0
rues.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING,
COATED SEALED WDI Ai11 G I H SOLIDS URETHANE COATING • YA
S.k
MC- AROSHIELO OR APPROVED EQUAL: COLOR OF COATING SHALL B -L NNITE:
B. RUBBER GASKFTFD JOINTS SHALL BE IN CONFORMANCE W111 ASIA C 443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAM[ZR OF THE LARGEST PIPE. -
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR- N -ScAL
NO015 OR APPROVED EQ'uAI_.
17. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND AMAXIMUM OF
72" ABOVE FINISHED GRADE OF MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SANITARY MANHOLE TD
s. PUN - aooa
`� B� PUBLIC WORKS
/= DEPARTMENT SHALLOW SEPTEMBER
2011
_ I
ANC
/
/
i
6 SSMHj 5 - 48' TYPE ll
151 1'NV 492. UOUND)
r + 5RT
- 48' TYPE II
49 24
INV =484 1 (E&N)
INV= if (110
t0 N < cV D!
u°>
0+0
0 1 +00 2 +00
SEWER PROFILE
HORZ. 1" = 40'
VERT. 1" = 5' Mll
YFRIIGW N0.0 18
a� , CITY OF
HoRZOxru; xAO loea loot o
RENTON
DATUM
Planning /Building /Public Works Dept.
5- 361902
�p
ME3lgh1/
I � ye QLAAZ i�'
9 3828
�FGIS5yO\/.
`�SVV
/IIIIIn1L��f /Z3 //
FOR APPROVAL
BY
ffir
CHECKED FOR COMPLI
ANCE
TO CITY STANDAR�DS� /T�
DALE z 4
ROTE
HARMONY GROVE 9/26/"
RBmooa BOOK
SANITARY SEWER
PROFILE °"� PAGE
ANp DETAILS 11517
SHF£P. 7 9
��esuuui�c
t0 N < cV D!
u°>
0+0
0 1 +00 2 +00
SEWER PROFILE
HORZ. 1" = 40'
VERT. 1" = 5' Mll
YFRIIGW N0.0 18
a� , CITY OF
HoRZOxru; xAO loea loot o
RENTON
DATUM
Planning /Building /Public Works Dept.
5- 361902
�p
ME3lgh1/
I � ye QLAAZ i�'
9 3828
�FGIS5yO\/.
`�SVV
/IIIIIn1L��f /Z3 //
FOR APPROVAL
BY
ffir
CHECKED FOR COMPLI
ANCE
TO CITY STANDAR�DS� /T�
DALE z 4
ROTE
HARMONY GROVE 9/26/"
RBmooa BOOK
SANITARY SEWER
PROFILE °"� PAGE
ANp DETAILS 11517
SHF£P. 7 9
��esuuui�c
0 1 +00 2 +00
SEWER PROFILE
HORZ. 1" = 40'
VERT. 1" = 5' Mll
YFRIIGW N0.0 18
a� , CITY OF
HoRZOxru; xAO loea loot o
RENTON
DATUM
Planning /Building /Public Works Dept.
5- 361902
�p
ME3lgh1/
I � ye QLAAZ i�'
9 3828
�FGIS5yO\/.
`�SVV
/IIIIIn1L��f /Z3 //
FOR APPROVAL
BY
ffir
CHECKED FOR COMPLI
ANCE
TO CITY STANDAR�DS� /T�
DALE z 4
ROTE
HARMONY GROVE 9/26/"
RBmooa BOOK
SANITARY SEWER
PROFILE °"� PAGE
ANp DETAILS 11517
SHF£P. 7 9
��esuuui�c
0.00'E
r '1:R
)RTION OF THE SE 1/4, OF THE NE 1/4 OF SEC. 14, TWN.23 N., RNG 5 E., WM
CITY OF RENTON, WASHINGTON
FOUN REBAR
18'I TO BE DEDICATED
TO CITY OF RENTON N 88-48'5,3" w S.E. 135TFi�S
Sib
= � RIM
FOUND REBAR AND D
SMASHED CAP 070'N FOUND CAT
�y
0.00'N 77' /iONI;
0.06'w PI
AND CA E
.1- C9`sj8? 1� INV ago. -0, LS// 1021 Pi *00D FENCE ��
0,01's O
10 20 40
440I'r I 0
REE ` ---
59b,J9 SCALE 1" = 40'
✓ W I f �, MIN._ FFE f9 �: -_ .�..- MU1._F MIN. 1.: MIN. FFE= MIN = MIN. FFE= \ MI MIN. FFE= '� h ^ I --
N FF�
LL!
STA. 3+22, 10'LT r - ' ^� i \ V
-. �1 I 488.7 I 489.4 489.5 > 490.0 0.1 490.9 '•
O "•• "•RIM =499 -7t (MATCH PAVNG p s 6 ( \\ - 1 18 I !•,,r. ,.t „,,2 ' I I/ i MIN.
r-OI
SSMH1 2 - 48• TYPE II } 489.0 489.1 r- / i /� -��
499. B Z INV=48R69 O W 1 ✓ ql' I ) 9 `',. I rU r 1 1 _
I
8
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ff 5• '
15 � 4
y T.9 J
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I 11 i
I
...`..,.�.. \ SFI 7
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S
} 1 W 1. +, 5R J 1`
:)1 00 SSMH 13 �2 89 T
.,(8• TYPE 11 u . 10'- CITY'OF
z I '9s. 4
Y
>, `. .. I � 6: RIM= - -% � .
10 PUBLIC 1 I essz�:�i,z „_:d .. .-- RENTON ,,.,a /^ +gg \ -
O :.�.'. m,o :. r, UTILITY INV Y ,0 ! SEWER ^3
( all m I ro I o y INV= 484d'I
N�EASEMENT / EASEMENT
G 162 LF 8• PVC o•038'A' S° I�
N1 j y^ „ - _y Z- _ aZ y u Wiz. ' • / \
STA. 1 +60, 101LT I ( �...:. .,�>.; .. ... ...... ... , ... ,. ,,.:� ' -u.,.: / IIII'
RIM= 48631 (MATCH PAWING Imo__ _ 0 ( R. '"✓I e" - �' ..'' - 3 1 +0 0 �'� .•_'� \ 6 ,a..0 „[ " ...':. .. a:w: .. .. � (��:,.-
SSMH 11 48 TYPE 11 I
49L.311NV 40242 (NhE) 4S 42 r. _ :d1�i � " .•'- ..- :. '.. - - '.'.':S W.w;.. �.. .. ."`_ 'I,'. , '. IWA7EfFfSE1K R!
INV=48e~.69 (S) S i �' 0 . "1'3 .. A50%�o S/ .. ,.37,
YS2• 0
a 1
N
�' - "- j- N`,...,,..\ ± 6• PVC SIDE /- -�- o \
.��t ✓/ \\ \ I d3 SEBERSO
1c0 I 36 .\ \ \ I �a 2 %MIN rm. a \\ I\^
RS9 LF s PVC o asoz
STA. 60, 5LT
FOUND' RERAR Iii Z +�+ �a -s -N / 10' PU . -.i� }v��v� SSMH 54•
. LANDi 219 I P j x TRACT E 88 \' "�� UTI TTY I ^x IM= 498.3f 90
i EAS ENT ! I� I ``
I # i', B- `SENSITIVE AREA j'- It)V= =495.28 (6 SE)q $ tTJ
%p I I \
0.62'W
II m I
II
4sT vz l
-f- '` --- - a- w -_ _ err g- -'_1I'_�I,(, . ' E n X •r •Si -:- •i ,y - 8\1•_.. 5Z - ,_„ �
i (L \ / _ o '\•T : L �_ I _ � ,_ , . \ .,I . _[jJkI , l� i II ....� I I - _ _
1 **I
S
sz 2 79 (N / Ji' -,c )\ E= MIN. FFE= ti - � M;I N-'.'F/ F' E
-
N 48 ez MIN. F B
MIN 4f MIN 4.4 98S . 9 5 UBL C WATER IV IN, EASEMENT, 1 -, 489.9
� � 2 W 8 =5Ewe 5 4 92. &T 5'
b _ N 88 5 _._ INV y 2 +00 3 i 0' +00
+0 0
- IC --�.
STREET �, _
o
_
I
\ )
_
--
-_
q I 1 .....
RIM =
49
L
0 +00 1 +00 2 +00 3 +00
Encompass, -
ENGINEERING & S RVEYING
I65 NE Juniper Street, Suite 201
p 2 MYLAR SUBMITTAL _
IssaQuah, WA 98027 REVISED PER CITY REVIEW
Phone: (425) 392-0250
Fax: (425) 391 -3055 NO. REVISION
4 +00
BY I DATE J APPR
5 +00
JEF
/gt1UIPFy\
� F X
°a A
yyC
°"� 11332 aayr�
SANITARY SEWER NOTES AND SPECIFICATIONS
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
I. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CI TY OF RENTON PLANNING / BUILDING PU B LIC WORKS DEPARTM E NT AND THE
LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED
BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS
DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY
WORK WITHIN PUBLIC RIGHT OF WAY.
3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TD AVOID
DAMAGE OR DISTURBANCE.
4.A PRE - CONSTRUCTION 4
AND A CONFERENCE 2 HOUR NOTICE SHALL BE REQUIRED PRIOR TO
N
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A
REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
6.1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
1. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE
OVER ALL OTHER PLANS.
8.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE
SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE
THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY
THE CITY.
12.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND
FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS
OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK
AND ELEVATIONS ARE NOTED ON THE PLANS. '
13.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
14.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
RENTON STANDARD PLANS & SPECIFICATIONS. -THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT. AND
COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE, PIPE BEDDING SHALL BE
PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR
35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE OR MUST. HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED
AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
' RECOMMENDED
FOR APPROVAL
THESE PLANS ARE "AS- BUILT" BY
AND THE INFORMATION SHOWN BY
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS BY
DATE: P rqusT JI , 2412 CHECKED FOR COMPLIANCE
uA,LM Rc P s 11 TO CITY STANDARDS
WTI S=36 1903 �'�
Call NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
before yoU IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
DigGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.. NO
D
s REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HENGINEER NO -'1 -800- 424 -pJ53S NOTE SHOWNHOREU nUTIES NOT ASSUMES
SHOWN INETHEIRSPROPER OLOCATION.
UNDERGROUND SERVICE (USA) .CALL BEFORE YOU DIG: 1- 800 -424 -5555.
AVOID CUTTING UNDERGROUND
UTILITY LINES. IS COSTLY
DAM
scut ��
amncu: mw Is CITY r
1 " =40' xoNaoxrw Nen iev�sat 6'� 0( 9�26�1 1
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R E N TO N SANITARY SEWER PLAN AND `w`„_ W PAGE
'' PYE INCHI DATUM P "
.rrv�
Planning/Building/Public Works De t. PROFILE AND NOTES 11517
IF NOT ONE IM.YI
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6 9
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Encompass, -
ENGINEERING & S RVEYING
I65 NE Juniper Street, Suite 201
p 2 MYLAR SUBMITTAL _
IssaQuah, WA 98027 REVISED PER CITY REVIEW
Phone: (425) 392-0250
Fax: (425) 391 -3055 NO. REVISION
4 +00
BY I DATE J APPR
5 +00
JEF
/gt1UIPFy\
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SANITARY SEWER NOTES AND SPECIFICATIONS
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
I. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CI TY OF RENTON PLANNING / BUILDING PU B LIC WORKS DEPARTM E NT AND THE
LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED
BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS
DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY
WORK WITHIN PUBLIC RIGHT OF WAY.
3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TD AVOID
DAMAGE OR DISTURBANCE.
4.A PRE - CONSTRUCTION 4
AND A CONFERENCE 2 HOUR NOTICE SHALL BE REQUIRED PRIOR TO
N
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A
REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
6.1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
1. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE
OVER ALL OTHER PLANS.
8.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE
SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE
THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY
THE CITY.
12.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND
FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS
OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK
AND ELEVATIONS ARE NOTED ON THE PLANS. '
13.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
14.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
RENTON STANDARD PLANS & SPECIFICATIONS. -THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT. AND
COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE, PIPE BEDDING SHALL BE
PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR
35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE OR MUST. HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED
AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
' RECOMMENDED
FOR APPROVAL
THESE PLANS ARE "AS- BUILT" BY
AND THE INFORMATION SHOWN BY
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS BY
DATE: P rqusT JI , 2412 CHECKED FOR COMPLIANCE
uA,LM Rc P s 11 TO CITY STANDARDS
WTI S=36 1903 �'�
Call NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
before yoU IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
DigGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.. NO
D
s REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HENGINEER NO -'1 -800- 424 -pJ53S NOTE SHOWNHOREU nUTIES NOT ASSUMES
SHOWN INETHEIRSPROPER OLOCATION.
UNDERGROUND SERVICE (USA) .CALL BEFORE YOU DIG: 1- 800 -424 -5555.
AVOID CUTTING UNDERGROUND
UTILITY LINES. IS COSTLY
DAM
scut ��
amncu: mw Is CITY r
1 " =40' xoNaoxrw Nen iev�sat 6'� 0( 9�26�1 1
HARMONY GROVE BOK
R E N TO N SANITARY SEWER PLAN AND `w`„_ W PAGE
'' PYE INCHI DATUM P "
.rrv�
Planning/Building/Public Works De t. PROFILE AND NOTES 11517
IF NOT ONE IM.YI
scuff u:wNgxav
6 9
0'I it 4-
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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
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RECOMMENDED
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CHECKED FOR COMPLIANCE
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°"D°°A"BOOK
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SANITARY SEWER PROFILE DRAMNG ND:
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DETAILS 11517
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-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
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N/G)
Ib vv 8' PVC O 0.�Ox
34 US' DIA
0
4`uA82 INV -48& 491.9
AVI
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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
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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
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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
-
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-v,,) RIM =4
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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
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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
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
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