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MON IN
CASE(1104)
MON IN
CASE (1-10-4)
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P0 T1 ON SE 1/4 9f N-W 1/4, S. 32o T. 24 No R,5 W. PARCEL A
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N R#4= 186-24 S-- 13. 3OX IE= 194-00-8!- W CITY OF REN TON MOIN ,f266
OTY OF RENrON MON #18W 1E=17&74-8!-W. EX S 114 CORNER SEC .32-24-5 L EGAL DESCRIPTION
SW COMER SEC 52-24-5 FOUND 1/8" COPPER PW IN THE NEST HALF OF TRACT 94 N"ANS LAKE
FWW NAIL #1 CONCW7E "V EXIST. SENER INFORMATION /E= 178.84 -8 -E, NEW EX FH - MEWY AMIOR INSTALL 4- PUWER CONCRETE7 IN CA I WASMNGTON G64WN OF EDEN AW 7M TO THE
CASE(1104) LWT AN REMOW EX CLEAN -OUT. CONSTRUCT 7XW Cf TY OF SEA TXE PWADS W 7H A INTER JONES A W NE & ME 28th ST
3 0.96'(0, FRm a a R. ams 5 -142, D STWTZ ADAPTOR, 4' SErAM.E NWAD x 5' CITY OF SEATTLE. Of WSION NO. 2, A CCORDWG TO
AW S-2040. NEW SS MANHOLE & 114 LF NEW PVC SEWER SIMIZ A TTA040 W7N 1/8' SrAMEW STEEL THE PLAT THEREOF, RECORDED WV KXUME 11 OF
MAIN W 7H PA WMEN T RES rORA 77ON CA&E. PLAM PACE 64, IN KkVG COUNTY, WA,%WICTOOV.
S 89*03'54" E 2633.619 (COR) 2633.969 (M)
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NO 7EwS-
1. ITSHALL BE THE CONTRACTORS
RLE'SRNS&VrY TO SECURE ALL NECESSARY
PERAWS POW TO STARTING CaVS1RUCTM.
2. ALL TRENCH RES TORA TIM SHALL BE TO TIE
CURRENT 0 TY OF MEN TaV WNW RES TORA TIM
AID STREET OWEREA Y DETAILS AAV
REQU00"IS
RECOMMENDED
FOR APPROVAL
BY DATE I/=-
DATE
By t000., &6. DATE U&II&
BY DATE
BY DATE
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ID
MON IN
CASE(1104)
MON IN
CASE (1-10-4)
1 +00 SEWER
CONST a.
#4V LL • 169-26'-12*' AF#781 1039013
P0 T1 ON SE 1/4 9f N-W 1/4, S. 32o T. 24 No R,5 W. PARCEL A
-
RENTCA LUA-96-053 SNP
N 88043045 w 310, w' wo610169002
I /
woo
50.00
60.00
N
4
— — — — — — — — — — —
DECK 'ry
'* • , �> > 38.00'
M..k K E
SK
J' f
STMP
LOT I
LUA- 04 -066-
LND -20 -0377
At jj7H ST
At 36TH ST
SHPL
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HOUSE 0 1
KALK 't 1, 1 1 q*
C-, f t.
.-.) 1 359 sq.
WM: Qr� LOT 2 1'3'; 1' LOT 3 N. 347H ST
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310 N. 3 TH ST. mw Fr
I
JI� VICINITY MAP
4C4 1
OUs A)R 067 i. t 4m **�ioo
F)Y "YY W A;LL �4n# mAmmWm 10 1
W1 jum
mw Of 1Y OF SEA ME A PN L
SXWTZ AN 017M 4'p SEA IWAD x PW Svc. AEW W
kF e 10 1 10
0.1 STONTZ AMCMM W7H I STAKM $OIL V UP PER
L AW
ju) L
CAME [IF - - - - - - -
34LF 6' PW Slo,
IN ELi- 16110!- 12
=.2 0
10 1944- 6
1 —20
2 .80 IN V44"W"' E
50.00 EX AU
p
60.00"
/3 6
- ,,, ' : - -- �' iaaa
_j ---- Ae- 330-81'
0 75, EP 66 "i If
2-f
:0A 4+00 EP
CiONIVS DW CEN 4+88-27
N v�6 th STR T '* E or RESTORA 7PV
K-CON.51RUCnON GENfffthE
$ ss-
S $85109
14 -A P_ AM
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EP
C
ss EX SS m1 -11
1 PER Sr 179
co
0*1 or SUN 7-'rR r— 7- *R T
- AW B.=164.89" XI T• 175"1 SANITARY EX SS CO T
ANv am istor-tw SEKR CQVC PF& S=15.= NEW SSW 114LF 8* PVC PIPE ANM=2W.30
N R#4= 186-24 S-- 13. 3OX IE= 194-00-8!- W CITY OF REN TON MOIN ,f266
OTY OF RENrON MON #18W 1E=17&74-8!-W. EX S 114 CORNER SEC .32-24-5 L EGAL DESCRIPTION
SW COMER SEC 52-24-5 FOUND 1/8" COPPER PW IN THE NEST HALF OF TRACT 94 N"ANS LAKE
FWW NAIL #1 CONCW7E "V EXIST. SENER INFORMATION /E= 178.84 -8 -E, NEW EX FH - MEWY AMIOR INSTALL 4- PUWER CONCRETE7 IN CA I WASMNGTON G64WN OF EDEN AW 7M TO THE
CASE(1104) LWT AN REMOW EX CLEAN -OUT. CONSTRUCT 7XW Cf TY OF SEA TXE PWADS W 7H A INTER JONES A W NE & ME 28th ST
3 0.96'(0, FRm a a R. ams 5 -142, D STWTZ ADAPTOR, 4' SErAM.E NWAD x 5' CITY OF SEATTLE. Of WSION NO. 2, A CCORDWG TO
AW S-2040. NEW SS MANHOLE & 114 LF NEW PVC SEWER SIMIZ A TTA040 W7N 1/8' SrAMEW STEEL THE PLAT THEREOF, RECORDED WV KXUME 11 OF
MAIN W 7H PA WMEN T RES rORA 77ON CA&E. PLAM PACE 64, IN KkVG COUNTY, WA,%WICTOOV.
S 89*03'54" E 2633.619 (COR) 2633.969 (M)
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I-Ex as co
ss Al ^VA W
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Mm W YN PA LEANT RES rORA TION.
RW"186.24
Emw1PR7*"8=Wr EX
lEmIM84-4=& ACW
MANY SCALE
c it 1 = HWZ
I low 100 mmr.
2+W
vab
IN 36th STREET
ROLL 1'9�.�
1220
4 200
5+87-�.287?r
SS N-Our
RAWmAV.30
t
too
w Ad h
S- 3 ?I301
BASS OF BEARING N 36th STREET (SM04X290E)
804CMA40f: RENTON AM 041
7W SIM FIN AV OCINCRETE #4 CASE
#4 WRSEC TM OF N Xt ft STREET &
PARK AW IN
aEVAIM = 201-26' (61.34.k►)
NO 7EwS-
1. ITSHALL BE THE CONTRACTORS
RLE'SRNS&VrY TO SECURE ALL NECESSARY
PERAWS POW TO STARTING CaVS1RUCTM.
2. ALL TRENCH RES TORA TIM SHALL BE TO TIE
CURRENT 0 TY OF MEN TaV WNW RES TORA TIM
AID STREET OWEREA Y DETAILS AAV
REQU00"IS
RECOMMENDED
FOR APPROVAL
BY DATE I/=-
DATE
By t000., &6. DATE U&II&
BY DATE
BY DATE
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SANITARY SEWER NOTES & SP
CIFICA TIONS
1. ALL WWK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICIA TIONS OF THE C/TY OF REN TON' UTIUTY DEPAR71/ENT AND THE LA TEST
EDITION OF THE WSO T/APWA STANDARDS AND SPEC/FICA 770 NS
2. THE HOURS OF *ORK IN THE S7REET R/GNT -OF -WAY SHALL BE LIMITED TO 8.-30
A. Ail. TO 1-30 P. M. ON NEEKDA YS UNLESS O THERNISE APPROVED IN 14RI TING BY
THE DEPARTMENT OF PU&JC WORKS AT 235 -2620. ALL STREET CLOSURES,
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTVENT OF PUBLIC W0RKS 24
HOURS IN ADVANCE. THE POLICE DEPAR IWN T
HDQRS IN ADVANCE. , AND 911 SHALL BE NO TrFIED 24
J. ALL CONSTRRUCTON SHALL BE IN ACCORDANCE W 7H "STANDARD SPECIFICATIONS
FOR MUNICIPAL PUBLIC MbRKS CONSTRUCTON" PREPARED BY WASH/NGTOYV STATE
CHAP 7ER AMERICAN PUBLIC *1O RKS ASSMA 7 0 N, LATEST ED1 nON (APWA) AND
CITY OF RENTON STANDARD SPEanCA 7j0jVj
4. ALL LOCATIONS OF EXISTING U77U7IES SHOWV ARE APPROXIMATE AND IT SHALL
BE THE CONTRACTOR'S RESPONSIBLL T Y TO VERIFY THE TRUE AND CORRECT
LOCA 7701V SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS NOTICE SHALL BE REQUIRED
PRIOR TO STAR77NG NEW CONSTRUC770N. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL NECESSARY PERM17S PRIOR TO STAR77NG
CONSTRUC nAN. (INSPEC770N WILL BE ACCOWPLISHED BY A REPRESENTATIVE' OF
THE CITY OF RENToN). IT SHALL BE THE COMV TRACTOR'S RESPONSIBILITY TO
N071FY THE U77LI T Y DEPARTMENT 24 HOURS MN ADVANCE OF BACaKFILL ALL
CONSTRUC7 0 N.
6. CON7RACTOR IS SOLELY RESPONSIBLE FOR THE MEA/VS� METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF KWKERS AND OTHERS AN THE
CONS TRUC 7101V SITE.
7. IT SHALL BE THE RESPO V981LI TY OF THE CONTRACTOR TO OBTAIN STREET USE
AND ANY RELATED PERMITS PRIOR To ANY C0IVS7RUC7I0NV.
8. PLANS APPROVED BY THE CITY OF REN TON, PUBLIC W WKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS
9. A COPY OF THESE APPROVED PLANS MUST BE AN THE JOB S1 7E WHENEVER
CONSTRUCTION IS IN PROGRESS
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT
DRAWING OF THE SANITARY SEWWR SYS7E'M W NCH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED
PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 6 INCHESr IIIAX1MUM DEPTH OF & INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
COUPAC7FD LA YERS MUST EXTEND FOR ONE PIPE DVAME7E7R ON EACH SIDE OF 7HE
PIPE OR TO THE SIDE AF THE TRENCH. MA 7ERIALS HOT MIX PA TCH SHALL BE
PLACED WrTHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT
STANDARDS.
13. DATUM SHALL BE CITY OF REN TAN, U. S C. AND G. S
14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO
THE SA 77SFAC7701V OF THE DEPAR714ENT FOR THE PREVENTION OF ON -SITE EROSION
AFTER THE COWPLE7701V OF C0jVS7IRUCj700V.
15. ALL PIPE AND APPUR TENANCES SHALL BE LAID AN A PROPERLY PREPARED
FOUNDA TION IN ACCORDANCE 10 TH SEC 7700V 7- 02. 30) OF THE CURREN T S TA 7E OF
WASHINGTON STANDARD SPECIFICA 71QNS FOR ROAD AND BRIDGE COVNSTRUC710N.
THIS SHALL INCLUDE NECESSARY LEV SUNG OF THE TRENCH BO T T014 OR THE TOP OF
THE FOUNDA nON MATERIAL AS WELL AS PLACEMENT AND COW/PACnON OF REQUIRED
BEDDING MA 7ERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE
WLL BE SUPPOR TED ON A UNIFORML Y DENSE UN YIELDING BASE. PIPE BEDDING
SHALL BE PEA GRA VEL 6" ABOVE AND SLOW THE PARE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKE7FD
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UN-- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
1/2"
1/8a RAISE -1/?9 N10t
BORM
1"
3/4' SPACES SPACED -3/4"
AS /INDICATED -HT. 1/8'
,o
12 "/
FIBER JOINT -
PACKING
1/8 BEND
I
PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
? FUTURE
6" SEWER PIPE 6.O' BLDG SEWER
6" SIDE OUTLET TEE x,
2"X4" STUD SERVICE #AfAR/C
PAIN UPPEsR PORTION WHITE
T
r1N0 STENCIL ON SIDE THE W WD
�., SEWER WITH 3 HIGH
BLACK LETTERS.
6" SIDE SEWER & BUILDING SEINER
PLAN
6" SIDE SEVER
1: 3.• 5 AI/X NOTE:
CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HA VE A
BLOCKING FOR CASTOR MINIMUM 5' COVER AT PROPERTY
UCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE
6 1A/lN LOWEST HOUSE ELEVATION, W4ICH-
1 25, MIN EVER IS LOWER.
6 `OMAN r HORIZONTAL
6 ` SIDE OUTLET TEE
SEWER MAIN
CONC. BLOCKING ANGLE
OF TEE A T MAIN OVER 25'
ELEVA TION
S
ok� ev
MIN SL OPE
TYPICAL SIDE SEWER
ELEVA TION
� 4 3/4'
PLUG TO BE SEALED IN SAME
MANNER AS AMAIN SENER JOINTS.
cAsr ow Svc Am cow A9 EAR CLEAN-our DETAIL
Mwp Np4j /j,
I OLL 1'9,.�
EXISTING SEWER MAIN
�-6 " SIDE SEWER
6 "TEST TEE
TO BE INSTALLED
AT CONNECTION
NO TE:
MAKE TAP THROUGH CAST IRON
SADDLE SECURED TO SEWER MAIN
WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE
SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN &
REINFORCED CONCRETE, DI do
C1 PIPE SEWER MAINS ARE TO
BE CORE DRILLED.
SIDE SEWER SERVICE DETAIL
ri
F I;t 4 4 740
NOTES,
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY NH30 WITH NH30 D/T OR EQUAL. PER DWG. DR29
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
3. ALL JOINTS TO BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CI LING, COATED (SEALED)
WITH A HIGH SOLIDS URETE COATING/
WASSER MC- CONSEAL OR APPROVED EQUALi
COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
S. CHANNEL HEIGHT SHALL BE MINIMUM OF 3/4 INSIDE DIAMETER OF LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR,
KOR -N -SEAL BOOTS OR APPROVED EQUAL.
Z
h
MORTAR
MA/VHOL.E FRAME AND COVER
= SEE ORA W/NG BR29
25" „
ADDIS TMEN T 4 MIN.
4" MIN. %--
CONE
a .-- RUBBER GASKETED JOW TS
IN ACCORDANCE W TH ASTM C -443.
STEPS -314" DEFORMED BAR
STEPS SHALL LL BE X.I,"D
-� 6 1/2`
CONRETE RISER BY PIPE INC.
OR APPROVED EQUAL
t MAX. PIPE SIZE -21 ~ I.O.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL.
/- CONCRETE SHELF
FILLET TAR F2L£T
PRECAST BASE SECTIQN
oe
OR CAST IN PLACE
6 AI/N.
s" TAR r MANHOLE rrpicAL DETAIL
OWTV
S -3 ?1302
RECOMMENDED
FOR APPROVAL
B DATE
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B 6.gL- DATE
BY
BY DATE
BY DATE ITI EJA
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SANITARY SEWER NOTES & SP
CIFICA TIONS
1. ALL WWK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICIA TIONS OF THE C/TY OF REN TON' UTIUTY DEPAR71/ENT AND THE LA TEST
EDITION OF THE WSO T/APWA STANDARDS AND SPEC/FICA 770 NS
2. THE HOURS OF *ORK IN THE S7REET R/GNT -OF -WAY SHALL BE LIMITED TO 8.-30
A. Ail. TO 1-30 P. M. ON NEEKDA YS UNLESS O THERNISE APPROVED IN 14RI TING BY
THE DEPARTMENT OF PU&JC WORKS AT 235 -2620. ALL STREET CLOSURES,
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTVENT OF PUBLIC W0RKS 24
HOURS IN ADVANCE. THE POLICE DEPAR IWN T
HDQRS IN ADVANCE. , AND 911 SHALL BE NO TrFIED 24
J. ALL CONSTRRUCTON SHALL BE IN ACCORDANCE W 7H "STANDARD SPECIFICATIONS
FOR MUNICIPAL PUBLIC MbRKS CONSTRUCTON" PREPARED BY WASH/NGTOYV STATE
CHAP 7ER AMERICAN PUBLIC *1O RKS ASSMA 7 0 N, LATEST ED1 nON (APWA) AND
CITY OF RENTON STANDARD SPEanCA 7j0jVj
4. ALL LOCATIONS OF EXISTING U77U7IES SHOWV ARE APPROXIMATE AND IT SHALL
BE THE CONTRACTOR'S RESPONSIBLL T Y TO VERIFY THE TRUE AND CORRECT
LOCA 7701V SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS NOTICE SHALL BE REQUIRED
PRIOR TO STAR77NG NEW CONSTRUC770N. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL NECESSARY PERM17S PRIOR TO STAR77NG
CONSTRUC nAN. (INSPEC770N WILL BE ACCOWPLISHED BY A REPRESENTATIVE' OF
THE CITY OF RENToN). IT SHALL BE THE COMV TRACTOR'S RESPONSIBILITY TO
N071FY THE U77LI T Y DEPARTMENT 24 HOURS MN ADVANCE OF BACaKFILL ALL
CONSTRUC7 0 N.
6. CON7RACTOR IS SOLELY RESPONSIBLE FOR THE MEA/VS� METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF KWKERS AND OTHERS AN THE
CONS TRUC 7101V SITE.
7. IT SHALL BE THE RESPO V981LI TY OF THE CONTRACTOR TO OBTAIN STREET USE
AND ANY RELATED PERMITS PRIOR To ANY C0IVS7RUC7I0NV.
8. PLANS APPROVED BY THE CITY OF REN TON, PUBLIC W WKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS
9. A COPY OF THESE APPROVED PLANS MUST BE AN THE JOB S1 7E WHENEVER
CONSTRUCTION IS IN PROGRESS
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT
DRAWING OF THE SANITARY SEWWR SYS7E'M W NCH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED
PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 6 INCHESr IIIAX1MUM DEPTH OF & INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
COUPAC7FD LA YERS MUST EXTEND FOR ONE PIPE DVAME7E7R ON EACH SIDE OF 7HE
PIPE OR TO THE SIDE AF THE TRENCH. MA 7ERIALS HOT MIX PA TCH SHALL BE
PLACED WrTHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT
STANDARDS.
13. DATUM SHALL BE CITY OF REN TAN, U. S C. AND G. S
14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO
THE SA 77SFAC7701V OF THE DEPAR714ENT FOR THE PREVENTION OF ON -SITE EROSION
AFTER THE COWPLE7701V OF C0jVS7IRUCj700V.
15. ALL PIPE AND APPUR TENANCES SHALL BE LAID AN A PROPERLY PREPARED
FOUNDA TION IN ACCORDANCE 10 TH SEC 7700V 7- 02. 30) OF THE CURREN T S TA 7E OF
WASHINGTON STANDARD SPECIFICA 71QNS FOR ROAD AND BRIDGE COVNSTRUC710N.
THIS SHALL INCLUDE NECESSARY LEV SUNG OF THE TRENCH BO T T014 OR THE TOP OF
THE FOUNDA nON MATERIAL AS WELL AS PLACEMENT AND COW/PACnON OF REQUIRED
BEDDING MA 7ERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE
WLL BE SUPPOR TED ON A UNIFORML Y DENSE UN YIELDING BASE. PIPE BEDDING
SHALL BE PEA GRA VEL 6" ABOVE AND SLOW THE PARE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKE7FD
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UN-- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
1/2"
1/8a RAISE -1/?9 N10t
BORM
1"
3/4' SPACES SPACED -3/4"
AS /INDICATED -HT. 1/8'
,o
12 "/
FIBER JOINT -
PACKING
1/8 BEND
I
PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
? FUTURE
6" SEWER PIPE 6.O' BLDG SEWER
6" SIDE OUTLET TEE x,
2"X4" STUD SERVICE #AfAR/C
PAIN UPPEsR PORTION WHITE
T
r1N0 STENCIL ON SIDE THE W WD
�., SEWER WITH 3 HIGH
BLACK LETTERS.
6" SIDE SEWER & BUILDING SEINER
PLAN
6" SIDE SEVER
1: 3.• 5 AI/X NOTE:
CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HA VE A
BLOCKING FOR CASTOR MINIMUM 5' COVER AT PROPERTY
UCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE
6 1A/lN LOWEST HOUSE ELEVATION, W4ICH-
1 25, MIN EVER IS LOWER.
6 `OMAN r HORIZONTAL
6 ` SIDE OUTLET TEE
SEWER MAIN
CONC. BLOCKING ANGLE
OF TEE A T MAIN OVER 25'
ELEVA TION
S
ok� ev
MIN SL OPE
TYPICAL SIDE SEWER
ELEVA TION
� 4 3/4'
PLUG TO BE SEALED IN SAME
MANNER AS AMAIN SENER JOINTS.
cAsr ow Svc Am cow A9 EAR CLEAN-our DETAIL
Mwp Np4j /j,
I OLL 1'9,.�
EXISTING SEWER MAIN
�-6 " SIDE SEWER
6 "TEST TEE
TO BE INSTALLED
AT CONNECTION
NO TE:
MAKE TAP THROUGH CAST IRON
SADDLE SECURED TO SEWER MAIN
WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE
SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN &
REINFORCED CONCRETE, DI do
C1 PIPE SEWER MAINS ARE TO
BE CORE DRILLED.
SIDE SEWER SERVICE DETAIL
ri
F I;t 4 4 740
NOTES,
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY NH30 WITH NH30 D/T OR EQUAL. PER DWG. DR29
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
3. ALL JOINTS TO BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CI LING, COATED (SEALED)
WITH A HIGH SOLIDS URETE COATING/
WASSER MC- CONSEAL OR APPROVED EQUALi
COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
S. CHANNEL HEIGHT SHALL BE MINIMUM OF 3/4 INSIDE DIAMETER OF LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR,
KOR -N -SEAL BOOTS OR APPROVED EQUAL.
Z
h
MORTAR
MA/VHOL.E FRAME AND COVER
= SEE ORA W/NG BR29
25" „
ADDIS TMEN T 4 MIN.
4" MIN. %--
CONE
a .-- RUBBER GASKETED JOW TS
IN ACCORDANCE W TH ASTM C -443.
STEPS -314" DEFORMED BAR
STEPS SHALL LL BE X.I,"D
-� 6 1/2`
CONRETE RISER BY PIPE INC.
OR APPROVED EQUAL
t MAX. PIPE SIZE -21 ~ I.O.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL.
/- CONCRETE SHELF
FILLET TAR F2L£T
PRECAST BASE SECTIQN
oe
OR CAST IN PLACE
6 AI/N.
s" TAR r MANHOLE rrpicAL DETAIL
OWTV
S -3 ?1302
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FOR APPROVAL
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PORTION SE 1/4 of NW 1/49 S. 32, T. 24 N, R-5 E. W.M.
o N88.43'45 "W310.61
00.6
50.00' 60.00
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PARCEL A
RENTON LUA --96 -053 -SHP
AF #9610169002
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v STOR TZ ADAP TAR, 4' SEA TILE THREAD x 5' ""' ~ -' F " PVC IV- I I =
34L 6 C SVC. Ip I INSTALL NEW WM Z 0
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-- ONSTRUCTION CENTERLINE
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IN V EL =151.01- 8" SEWER CONC. PIPE, S =15.85r NEW SSMH S= I J. 30f' mr, 41• Zr RIM= 200.30 " CITY OF REN TON MON #'266
CITY OF RENT-ON TON MON #1886
RIM= 186-24 M ic—m - 8- W S 114 CORNER SEC 32-24-5 LEGAL DESCRIPTION
SW CORNER SEC 32-24-5 fm 4 - 8 - W, EX FOUND 1 8 " COPPER PIN IN '
FOUND NAIL IN CONCRETE IN �' ��"y -8 " -E, NEW EX FH -- VERIFY AND OR INSTALL 4" PUMPER � THE WEST HALF OF TRACT 93, HILLMANS LAKE
EXIST SEWER INFORMA T/ON CONCRETE /N CASE 1 04 WASHINGTON GARDEN OF EDEN ADDITION TO THE
CASE(1 104) CTION aTY OF SEA m-E THREADS WI TH A INTER JONES A VE NE do NE 28th ST
FROM C. O.R. PLANS S -142, CUT AND REMOVE EX CLEAN -OUT. CONSTRUCT EX FH ADAPTOR, 4' SEATTLE THREAD x 5" CITY OF SEATTLE, DIGS /ON NO. 2, ACCORDING TO
AND S -2040. NEW SS MANHOLE do 114 LF NEW PVC SEWER STOIRTZ, ATTACHED WTH 1/8' STAINLESS STEEL THE PL T THEREOF, RECORDED IN VOLUME 11 OF
-- _ _ MA WITH PAVEMENT RESTORA 1TON. CABLE. PLATS PAGE 64, IN KING COUNTY, WASHINGTON.
S 89'03'54" E 2633.61' (COR) 2 633.96' (m) - _ -
PRORLE AT CONS7RUC1100V
CENTERL
180
2 +72.7- 7'RT
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NEW SSMH
RIM= 186-24
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14LF 8' PVC PIPE /E = /fil ?S _ _8•_W
. 301C
CUT AND REMOVE EX CLEAN -OUT. CONSTRUCT
NEW SS MANHaE & 114 LF NEW PVC SEWER
MAIN Wl TH PA VEMENT RESTORA TION.
SCALE ��
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AF #7811039013
PORTION SE 1/4 of NW 1/49 S. 32, T. 24 N, R-5 E. W.M.
o N88.43'45 "W310.61
00.6
50.00' 60.00
N
PARCEL A
RENTON LUA --96 -053 -SHP
AF #9610169002
q�
LUA-04-066—
LND-20-0377
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N 38774 ST 'Q
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14.
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'8.00'
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o i I I � tK .�� N. 36TH ST k N 36 TH ST
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•� .: -.. I
HOUSE
I .� � la I i
Q1 1, 359 sq. ft. �; LoT 2 '� ' DoT 3 N. 34TH ST I `t
�
1310 N. 3 TH ST. I MIN =191• Fo I MIN FT= 198.00 V1C /Nl T Y MAP
� M I I 1N I
EX FH - VERIFY AND OR INSTALL 4 PUMPER I w
CONNECTION aTY OF SEA TILE THREAD W1 TH A I I�
v STOR TZ ADAP TAR, 4' SEA TILE THREAD x 5' ""' ~ -' F " PVC IV- I I =
34L 6 C SVC. Ip I INSTALL NEW WM Z 0
o STOR 17, ATTACHED WITH 118" STAINLESS S1EEL • r:' ' ! ' ` S =2Y: MIN V TAP PER I I
CABLE. - _ - -- ->~ - - - iv) L _Ey.�, -S1D'S - - A w
C� IE ��T.J / -6 — `
34LF 6'0 PVC SV .
y zl�_`,_ IN V EL =163. 10'- 12
a S =2% MIN » > •
fo
lE =
20
O
200.80 _ �S►/ 71 N 1'44'00' E (�
50.00' EX W�u 60.00 S.67 I
P w �� _ 330.81 ----I _ /
� 3 +,t70 ' ' PA NNG REPAIR do � ; '—� 4+ 00 cf'
CONSTRUCTION CENTERLINE N 36th STIR E T � ; ; 1 4 +88.27
• _ — S 88 5109 E 1 1 RES roRA n01V '
-- ONSTRUCTION CENTERLINE
SS— � 1
EP
EP SS 1- - - 1 , EP
N EX SS MH -11
- - PER S -179
co
YEX 95 -5. RT
SSMH + 7- 2 7'RT - 7- 6.28R T
EL =164.89' EXIST. 175' -8" SANITARY EX SS CO 114LF 8" PVC PIPE SS CLEAN- UT
IN V EL =151.01- 8" SEWER CONC. PIPE, S =15.85r NEW SSMH S= I J. 30f' mr, 41• Zr RIM= 200.30 " CITY OF REN TON MON #'266
CITY OF RENT-ON TON MON #1886
RIM= 186-24 M ic—m - 8- W S 114 CORNER SEC 32-24-5 LEGAL DESCRIPTION
SW CORNER SEC 32-24-5 fm 4 - 8 - W, EX FOUND 1 8 " COPPER PIN IN '
FOUND NAIL IN CONCRETE IN �' ��"y -8 " -E, NEW EX FH -- VERIFY AND OR INSTALL 4" PUMPER � THE WEST HALF OF TRACT 93, HILLMANS LAKE
EXIST SEWER INFORMA T/ON CONCRETE /N CASE 1 04 WASHINGTON GARDEN OF EDEN ADDITION TO THE
CASE(1 104) CTION aTY OF SEA m-E THREADS WI TH A INTER JONES A VE NE do NE 28th ST
FROM C. O.R. PLANS S -142, CUT AND REMOVE EX CLEAN -OUT. CONSTRUCT EX FH ADAPTOR, 4' SEATTLE THREAD x 5" CITY OF SEATTLE, DIGS /ON NO. 2, ACCORDING TO
AND S -2040. NEW SS MANHOLE do 114 LF NEW PVC SEWER STOIRTZ, ATTACHED WTH 1/8' STAINLESS STEEL THE PL T THEREOF, RECORDED IN VOLUME 11 OF
-- _ _ MA WITH PAVEMENT RESTORA 1TON. CABLE. PLATS PAGE 64, IN KING COUNTY, WASHINGTON.
S 89'03'54" E 2633.61' (COR) 2 633.96' (m) - _ -
PRORLE AT CONS7RUC1100V
CENTERL
180
2 +72.7- 7'RT
EX SS CO
NEW SSMH
RIM= 186-24
/ofIovS• ft E0-76 -7# -8= W, EX
at •0' /E!-1 _ri�9- -- 8!-E, NEW
160
)A TUM E'LEV
150.00
EXIST. 175-80 SANITARY
CONC. PIPE, S =15.85X
r
l 200
-3+-3+-7 6 SW
�- TEE *� 493 74
f —.
X. 7 6 ' SVC 3 +87- 6.28RT
3+ LEAN -OUT
TEE lE= f$6.� /Ji�l y R /M= 2A0 30
14LF 8' PVC PIPE /E = /fil ?S _ _8•_W
. 301C
CUT AND REMOVE EX CLEAN -OUT. CONSTRUCT
NEW SS MANHaE & 114 LF NEW PVC SEWER
MAIN Wl TH PA VEMENT RESTORA TION.
SCALE ��
1'=20' HOIRZ.
1 " =10' WRT.
"Qj
9 1 $*V**#* a is 4FIM voilip
« •
2 +00
N 36th STREET
FtOLL z:oa
3 +00 4 +00
F 11
025
180
BASIS OF BEARING: N 38th STREET (S88'43'29 "E)
BENCHMARK: REN TON MON I341
TOP STEEL PIN IN CONCRETE IN CASE
INTERSECTION OF N 30th STREET do
PARK A VE N
ELEVA T701V = 201.26' (61.343m)
Nos s -3 ?I303
1. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CO VSTRUC710N
2. ALL TRENCH RESTORA 7101V SHALL BE TO THE
CURREN T Cl TY OF REN TON TRENCH RESTORA 710N
AND STREET OVERLAY DETAILS AND
REQUIREMEN TS.
"AS —BOIL T" NO TE.
160 "AS -BU /L T" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMA T10V SUPPLIED
BY CON TRACTOR.
EXPOW a, u, os
/d I t
•
I
RECOMMENDED
FOR APPROVAL
BY DATE Y_- Z5L6,6
B ,OA �.� •e..�- DATE i -m - o y
B Y e#-- llumww6. DATE UIMI&
BY DATE
BY DATE
`: cANMEO M Av 2 2 2"'r
85101SIT.= - smvsm
F IW
F
0 +95- 5.3'RT
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N
"Qj
9 1 $*V**#* a is 4FIM voilip
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FtOLL z:oa
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F 11
025
180
BASIS OF BEARING: N 38th STREET (S88'43'29 "E)
BENCHMARK: REN TON MON I341
TOP STEEL PIN IN CONCRETE IN CASE
INTERSECTION OF N 30th STREET do
PARK A VE N
ELEVA T701V = 201.26' (61.343m)
Nos s -3 ?I303
1. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CO VSTRUC710N
2. ALL TRENCH RESTORA 7101V SHALL BE TO THE
CURREN T Cl TY OF REN TON TRENCH RESTORA 710N
AND STREET OVERLAY DETAILS AND
REQUIREMEN TS.
"AS —BOIL T" NO TE.
160 "AS -BU /L T" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMA T10V SUPPLIED
BY CON TRACTOR.
EXPOW a, u, os
/d I t
•
I
RECOMMENDED
FOR APPROVAL
BY DATE Y_- Z5L6,6
B ,OA �.� •e..�- DATE i -m - o y
B Y e#-- llumww6. DATE UIMI&
BY DATE
BY DATE
`: cANMEO M Av 2 2 2"'r
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