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GENERAL NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL Be IN CONFORMANCE WITH
THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
..:. . -. - - -
UTILITY DEPARTMENT AND THE LATESF EDITION OF THE WSDOT /APIlA
STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS
MALL BE KEPT ON 3ITB AT A"L TIMES DUPING CONSTRUCTION.
2. THE HOURS OF WORE WITH THE STREET RIGNT- OF-WAY SHALL BE
LIWIT�. TO &SOAKTO '3 =50 PMO1 WSI K NII OTHERWISE
APPROVED IN WI BY 19E DWARTMdMT OF -UBLIC MORES AT
..... - .......
235 -2635. ALL STREET AND LAWS CLASIUM, PARTIAL OR FULL,
SWJZ BE APPROVED BY THE DEPARTMENT OF PUBLIC MORES 24 MOURS
IN ADVANCE.
3. THE LOCATION DIP EXISTING UTILMRRC AS SHOIM ON THE PLANS ARE
N�CTR�..U�Ft�iz� »nis
APPROX'ZHATE. BASED ON FIELD SURVEYS AND RAIWARCM OF AS -MILT
µpTE•. Cot•aNNsG�fc�t,l 's0 a�m.w 6 t`CS>.�: i
PLANS PROVIDED. BY 1918 CITY OF.RENTON. THE ACTUAL LOCATIONS,
ELEVATIONS AND DEPTHS OF EXISTING UTILITIES SHALL BE FIRM
r -IP.1P iga Y`s ��
INd�'Ip,i.Ty,•bgTtr.r� -t , a �.
VERIFIED BY THE CONTRACTOR TO AVOID DISTURBANCE OR DAMAGE
Lod. Nerr!G*) GF T►'4K. 6:7.H3T. �kJS4'TA.IG`1
DURING CONS!TRU(TIOM.
6 S, M. H �' 1
��. —__�. _
REPAIRS SN4Au.9E rM[5% AS wECC3SARY, ANO 50. af-iz
REPAt W� 4!V 1E MADE
4. PRIOR 10-CONSTRUCTION, THE CONTRACTOR SMALL BE RESPONSIBLE
c1T•( REVIEW AND, BLSPeGTtoN SO `M}roar a ti0 LFIYCA6E TYi-F--
FOR THE NOTIFICATION OF ALL UTILITY COMPANIES (MATER, /
SANITARY SMM, STORK S II NATURAL GAS, POWER, TELEPHONE, CONOmCN RESULTS DOW4 STREAM FROMI WW%4 -r-
CATV, ZM*) TO VERIFY THE EXISTENCE AND ACTUAL LOCATION OF 'S -fE*.. oi-oo_ REPAIRS SEAN -SE MAM PRIOR TO USE OF 1)W NEW SEWER MATT S1.5 PA K .r 2
UTILITIES. THE CONTRACTOR SHAW. CALL ONE -CALL FOR LOCATIONS Mott. Ir l �45� � +r S' �
(1- 800 -424- 5555) .. fOtJNiGLZ 4. - twvn = a T Y P ='p
M.4i. - �G13�"4
S. A PR8OOK 4RQCTION CONFERENCE IS RNpD1BHD PRIOR TO ANY r•r d �INV6iLT e.`iev. poetoiG -cv
OONSTRDCTTOW. A MINIMUN OF FIVE - IkT},ti7lG DAYS NOTICE IS ` c- wuc- �toh -s OuPaoRT axr.Ar. SS MME i`
Rso0Ih8D FOR SCHJwULING. PRIOR TO sciLwLING THE PRBCON, A m m ` \� ., FiReo Va0kirRYtaL&A%t ' t d
PERMIT ZWOIMATWN SKEET MUST BE SUPP..itm TO TIE UTILITY a t� R M
ENGINEER'S OFFICE. 24 HOCK NOTICE WILL BE REQUIRED PRIOR \� ` .w6 ` °�,
Ally ��We0.Tra•G Mw1NTwe \�_ _v-
Lv` L_- 000 v
b. THE SANITARY SEWER MAIM SEH1Lf. BE TIi4':ED AND INSPECTED IN �
ACCORDAMCB
WITH THE CITY STANDARDS PRIOR TO ACCEP'PAIN:r. r•» o +bq�o�.g_ `. a+aaa `"• _ -
7. IT SHALL BE THE CONTRACTORS RESPONSIBl:+M TO SECURE ALL / ro ..` Loh o�4io 8" �"' 1w a
'+ w:
NECESSARY PERMITS PRIDE TO STARTING CONS"- 200TION. V 'I� +oo++a
� /` - �.`.•,�,, opo +�o�...... � �' `."". \4 �<: �'i. �4 N"1 ". t•10h,1• �2�.. ,y . _-t-;
S. INSPECTION WILL BE ACCOMPLISHED BY "M CITY OF MOM. IT
SHALL BE THE CONTRACTOR'S REF•K*#SIBMITY TO NOTIFY THE / �\ ff +prq.o,+ ♦ i s .S" 1:w■ �
UTILITY DEPARTMENT 24 HOURS IN " MFAMCE OF CONSTRUCTION. THE ��'"" w "w �� 3' / ` F �' a . a p � •&
CONTRACTOR SHALL KEEP AS -BUILT ORMINGS.
9. ASPHALT AND CONCRETE PAVEMENT SHALL bE SAWCWT Tl� A MINIMUM `� \ �_ o I Mqo *5 LF
ooNFOOU.�. to noeon. —�sFt /_ `` 3�I
SIDEWALKS, CURBS, GUTTERS, AND
DEPTH OF 2 INCHES. ALL SURFACE COW MM, PAVEMENT,
=VSVMY APPROACHES SHALL BE
SAWCUT TO A MINIMUM DEPTH OF TWO .-MIRS, OR ROOM TO THE � \ _ � ! �77 -
NEAREST JOINT. \ `
10. ANY RHV'OIONS TO SHE APPROVED P!.ANS WJST BE RdVI*WED AND `` _"""'I"+s..ca .. -. =— - 4•.w _._ -
APPROVED BY THE CITY OF RENTOW PRIOR TO IMPLEMEWTATIOW IN �,�_ ��° ""` . "� • m ^�"• w""�_'j°�d /,/°�^,",r�_/]1_'� --. _ "o• — ,�'_ _ _ _ . _
THE FIELD.
11. ALL SANITARY SEWER PIPING SHALL EE SCHEDULE 80, PVC PIPE,
CONFORMING TO THE .APPROPRIATE ASTW STANDARDS ALL JOINTS AND —^ _ / • \w r n iAtY tiivvitJ
PIPE CONNECTIONS SHALL BE SOLVENT WELDED JOINTS. ALL
+ \ \\
kWBRiNANSBIP AND NATERIAS SHALL BE IN ACCORRNINCE WITH THE
MFMUFACTURER'S SPECIFICATIONS.
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f1- ec.rlo.a aca P.wn "�� \ S.S. M. H. '+#3
12. ALL CONNECTIONS OF PVC PIPS TO MANHOLES SHALL BE MADE BY l♦
M•. / 1.10 NK PP1N0
USING .NON SHRINK EPDXYQtiOL1T. +< S:ta- tai-lo - 0 LT IN51De=
13. THE CONTRACTOR SNALTU INSTAL., REPLACE, OR RXIOCATE ALI, NOTE: THIS CONSTRUCTION IS IN AN AQUIFER PROTECTION AREA L 7FIi7J1 50-""'°--- +-104A
SIGNS, AS SHOWN ON THE PLANES OR AS AFFECTED BY CONSTRUCTION, CONSTRUCTION TECHNIQUES USED SHALL PREVENT CONTAMINANTS
PER THE CITY'S STANDARD DETAILS. (PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS) FROM
ENTERING THE AQUIFER.
. -14. A -1 "- -MINIMUM ASPHALT CONCRETE - OVMT.AV-- ARAT.T. -RV PT.1f'Pn nu a _ .. -- -_ - _._,._..- .,- .._.._._._.._ ... ... ., __ ..._.. ....._.. _......_. __..._. .__.._.__ -- _ ...__.. _.
KUKER- RANKEN INC.
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FOR: RoRIM
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BY APPR. DATE DWA.] AJR I . - AJR...... _....�:t��.
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:NTON
UB(JC WORKS
EWER EXTEAl31CIN
NINE: AVE N V.,
THWEST;
No .:
.. 5lIEET . _...... ..._
RI 5/20/89 i QF3
i ..:_. 17L7
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TIN. ....
..... - .......
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N�CTR�..U�Ft�iz� »nis
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Flow#
hRQM ;1-44
FOR: RoRIM
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BY APPR. DATE DWA.] AJR I . - AJR...... _....�:t��.
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:NTON
UB(JC WORKS
EWER EXTEAl31CIN
NINE: AVE N V.,
THWEST;
No .:
.. 5lIEET . _...... ..._
RI 5/20/89 i QF3
Z_
MORflsR F1LLEr -1e
Gv "MIN•
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SS MH #2
fi Tvr e = -48" r�1-s
>\ 11 `kk
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In on �NeN _
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/Ea EX. MH TORE QET,E'RNl/ - 1}
/N T/!E F /E<D 5Y THE
C/_- rY Or RENTON
,
SANITARY MANHOLE
Final Joint must
be sa+i -cut
Saw -Cut or lire drill 2" min. Asphalt
Existing Asphalt underlying concrete Concrete
Concrete
----,,L -- _ -_ - --
Existing -- 6 1z �♦ygr�; min _ Cement Concrete
Cement Concrete ilt
- - -- - - -- — °o "- min- Crushed Surfacing
Conc. shall be' C.l. A (314) - - Top Course
Portland Cem. Conc. Con- Compacted Crushed. Rock
forming to Sect. 6 -02.3. 1 Backfill
EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE
Final Joint — Asphalt Concrete (3" min.)
must be saw cut rep
lacemert patch to be
1 thicker jhan previously
existed
Existing Asphalt I... 6 ":Min. Crushed Surfacing
Concrete 6" Top Course
Compacted Crushed Rock
Backfill
SU,.45 ReQ9 E¢1FYNG
�- pvPG EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
M T�. ersl..v + e + 18 I'l..n.) Replace-
Final Jolnt=musT 4 =�"e,�..
ment patch to be 1' picker than
be saw -cut
previously existed.
Existing -Cement)-
Concrete Pavement 6" Min. Crushed Surfacing
Top Course
Compacted Crushed Rock
Conc. shalt be .Cl A (3/4) Backfill
Portland Cem. Colic. Conforming
to Sect- 6- 02.3._ EXISTING CEMENT CONCRETE OVER PREPARED GRADE
1. See Sections 7 -18 and 2 -09 for Patc!dng and Backfilling Specifications.
2. All trenches in roadway areas shall be backfilled and pzcched with
temporary asphalt at the end of each work day, unless permission is granted
to, do otherwise by the .City Engineer and City Traffic Engineer.
3. All temporary patches on trenches shall be permanently patched within 2
weeks of completion of work within the roadway area.
4. Sawcnts on concrete pavements shall be made no more than one -half the depth
of the.existing slab.
Tj. /i7EMOVED )
PAVEMENT PATCHING DETAILS
54° DIA STANDARD MANHOLE
• OPEN END FOR OVERFLOW --7
AND MAINTENANCE
--8° SCHEDSD PVC TEE
�1YES!T
EPDXY GROUT INTO MH
/ f n
•: / - S SCHEDULE 80 PVC
SEWER MAIN
UT PIPE 'n STRAIGHT EDGE FOR
•a� SOLID JOINT :?T ANGLE
PIPE STRAP & .BLOCKING
SHALL BE HOT DIP GALVANIZED
AND ASPHALT COATED MAXIMUM Y -0" SEPARATION
-- L ED aVC.PIPE
L
LENGTH !AS. REQUIRED
CONSTRUCT MANHOLE CHANNEL TO .J
SMOOTH TRANSITION TO PVC
o- ANCHOR TO MH WALL W/ 1/2°
X 3 STAINLiSS. STEEL. EXPANSION /.
•,e BOLTS O 4 PLACES (TYP.)
a a , 90 SCHEDULE RO PVC SEND pf wAS..
[s
CEMENT CONCRETE BLOCKING
♦ -116 �/
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CITY OF RENTON
DROP STRUCTURE Iv r.s. ` DEPARTMENT OF PUBLIC WORKS
NE 3RD STREET SEWER EXTENSION
The FROM I -405 TO BLAINE AVE. N.W.
p Z ci..reFR�NTnN AR , ? ✓� 8/3o/E5 FOR:FIORILLO NORTHWEST, INC.
Rykels Engineering. Group Inc. - 1 Rev�z¢to oa.a r.H ,AQ q� B/25/ 9 DRN. ENGR. CA
APPROVED SLE SATE SHEET
Consulting Engineers - Civli, Municipal, Subdivisions
28301 183rd Ave SE • Kent, WA 98042•(206) 631 -6598 NO. REVISION BY APPA -
-' DATE DMA AJR. AJR /89 3. OF
4,1
GAST'INra- OLYt.Al FOR/.
X
MSJ 30 D /TOR ECIUAL
5F_c DETAIL 5:1.4
"MIN.
r — -
2A° -.•I Q
x 24
ADJU5TMEWT 4
''ONE
MORTAR JOINT
VN2�LE 2'T05'z
¢,, rJl{, r i _
co
FRECAST 5EC;rl
STEP-5 -5/
STEPS S1.14LL 6E INCLUDED ED
4V
"4
N z
1. 5TEF5 TO 13E !Y4 DEF'ORi✓1ED 1544, GALVAKRZED
WC-TY 5TEF5 OR FOUAL
2 5l ARE TO 15E IIJ RACE E1=F01�f MN 5EC ION5
MAX. PIPE SIZE- 21 "LD.
A{?E IIJSIALLED.
5. CA5TIl TO 6E OLYMPIC FOUNDRY MH 50 M
LADDER -5TD. ALUMWUM
OR CaALVA1JIZED STEEL.
MW W D/T 02 EQUAL. SEE DETAIL 5.1.4 -
CONGRErE 5WELF
4. MAIJODLE SECTIOAJ5 TO 6E OF FFE- 10FDRCED PREG45T
COfJCREfE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
—�-�
PRECAST t�SE SPG710L1
OR CAST )CI FI I-
SANITARY SHALLOW MANHOLE TYPE,AII IV , S.
SANITARY MANHOLE
Final Joint must
be sa+i -cut
Saw -Cut or lire drill 2" min. Asphalt
Existing Asphalt underlying concrete Concrete
Concrete
----,,L -- _ -_ - --
Existing -- 6 1z �♦ygr�; min _ Cement Concrete
Cement Concrete ilt
- - -- - - -- — °o "- min- Crushed Surfacing
Conc. shall be' C.l. A (314) - - Top Course
Portland Cem. Conc. Con- Compacted Crushed. Rock
forming to Sect. 6 -02.3. 1 Backfill
EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE
Final Joint — Asphalt Concrete (3" min.)
must be saw cut rep
lacemert patch to be
1 thicker jhan previously
existed
Existing Asphalt I... 6 ":Min. Crushed Surfacing
Concrete 6" Top Course
Compacted Crushed Rock
Backfill
SU,.45 ReQ9 E¢1FYNG
�- pvPG EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
M T�. ersl..v + e + 18 I'l..n.) Replace-
Final Jolnt=musT 4 =�"e,�..
ment patch to be 1' picker than
be saw -cut
previously existed.
Existing -Cement)-
Concrete Pavement 6" Min. Crushed Surfacing
Top Course
Compacted Crushed Rock
Conc. shalt be .Cl A (3/4) Backfill
Portland Cem. Colic. Conforming
to Sect- 6- 02.3._ EXISTING CEMENT CONCRETE OVER PREPARED GRADE
1. See Sections 7 -18 and 2 -09 for Patc!dng and Backfilling Specifications.
2. All trenches in roadway areas shall be backfilled and pzcched with
temporary asphalt at the end of each work day, unless permission is granted
to, do otherwise by the .City Engineer and City Traffic Engineer.
3. All temporary patches on trenches shall be permanently patched within 2
weeks of completion of work within the roadway area.
4. Sawcnts on concrete pavements shall be made no more than one -half the depth
of the.existing slab.
Tj. /i7EMOVED )
PAVEMENT PATCHING DETAILS
54° DIA STANDARD MANHOLE
• OPEN END FOR OVERFLOW --7
AND MAINTENANCE
--8° SCHEDSD PVC TEE
�1YES!T
EPDXY GROUT INTO MH
/ f n
•: / - S SCHEDULE 80 PVC
SEWER MAIN
UT PIPE 'n STRAIGHT EDGE FOR
•a� SOLID JOINT :?T ANGLE
PIPE STRAP & .BLOCKING
SHALL BE HOT DIP GALVANIZED
AND ASPHALT COATED MAXIMUM Y -0" SEPARATION
-- L ED aVC.PIPE
L
LENGTH !AS. REQUIRED
CONSTRUCT MANHOLE CHANNEL TO .J
SMOOTH TRANSITION TO PVC
o- ANCHOR TO MH WALL W/ 1/2°
X 3 STAINLiSS. STEEL. EXPANSION /.
•,e BOLTS O 4 PLACES (TYP.)
a a , 90 SCHEDULE RO PVC SEND pf wAS..
[s
CEMENT CONCRETE BLOCKING
♦ -116 �/
a
CITY OF RENTON
DROP STRUCTURE Iv r.s. ` DEPARTMENT OF PUBLIC WORKS
NE 3RD STREET SEWER EXTENSION
The FROM I -405 TO BLAINE AVE. N.W.
p Z ci..reFR�NTnN AR , ? ✓� 8/3o/E5 FOR:FIORILLO NORTHWEST, INC.
Rykels Engineering. Group Inc. - 1 Rev�z¢to oa.a r.H ,AQ q� B/25/ 9 DRN. ENGR. CA
APPROVED SLE SATE SHEET
Consulting Engineers - Civli, Municipal, Subdivisions
28301 183rd Ave SE • Kent, WA 98042•(206) 631 -6598 NO. REVISION BY APPA -
-' DATE DMA AJR. AJR /89 3. OF
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GENERAL NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN CONFORMANCE WITH
THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA
STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK WITH THE STREET RIGHT -OF -WAY SHALL BE
LIMITED TO 8:'-AMTO 3:30 PMON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT
235 -2635. ALL STREET AND LANE CLOSURES, PARTIAL OR FULL,
SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS
IN ADVANCE.
3. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE
APPROXIMATE, BASED ON FIELD SURVEYS AND RESEARCH OF AS -BUILT NOTE �/y,.IN�.GTION TO 1lST. .�.N ITPJZ�1
PLANS PROVIDED BY THE CITY OF RENTON. THE ACTUAL LOCATIONS,= EY\IE{z IS SUE3IELT To THE Tv
ELEVATIONS AND DEPTHS OF EXISTING UTILITIES SHALL BE FIELD - INGTI�,T�STINGa , $A�,1�
VERIFIED BY THE CONTRACTOR TO AVOID DISTURBANCE OR DAMAGE UaS -q`o) OF THE EXIST. tl \TA1zY
DURING CONSTRUCTION. S�WEt? Sr ST rc.M. ; M.H. #
REPAIRS SHALL BE MADE AS NECESSARY, AND UNDER — gTi�.3 } \Z-
4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE CITY REVIEW AND INSPEC710N, SO TI-',ATANO LEAKF_ e Z -453 M.H
F_
FOR THE NOTIFICATION OF ALL UTILITY COMPANIES (WATER, CONDITION RESULTS DO-N STREAM FROM MANHOL .STA, 0+70 cam. M H 2
SANITARY SEWER, STORM SEWER, NATURAL GAS, POWER, TELEPHONE, REPAIRS SI4ALL-BE MADE PR FOR TO 055 ,0 F THE NEW SEW IN 5 ER MA
CATV, ETC) TO VERIFY THE EXISTENCE AND ACTUAL LOCATION OF STA. O +oo q;- -5
UTILITIES. THE CONTRACTOR SHALL CALL ONE-CALL FOR LOCATIONS i"bN. IIJ C-�SC- GoNN -� To �xtS�. �N. T`iPG S•'��� M.H \
(1 -800- 424 -5555) .
5. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY ,� , b INVEJ2_T E��.v. PLIO� To 1
' � � cOt�1sT �U L'T IOM �" su PP ORr EXIST. 55 MM
CONSTRUCTION. A MINIMUM OF FIVE WORKING DAYS NOTICE IS °° °° A5 REaD DURINU CONS
REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON, A V _ \i'`� FIELD VERIFY C�ExaR
PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY z \ \ Pa\oci -ro corosr-
g,� i S�vacnr EXIST Mwi..� n
ENGINEER'S OFFICE. 24 HOUR NOTICE WILL BE REQUIRED PRIOR —�\ sUl°14�LT vzcIST. RE4a -
TO STARTING NEW CONSTRUCTION. ` ` Cs I b tx17UNca -."T.
�.. y��� _
6. THE SANITARY SEWER MAIN SHALL BE TESTED AND INSPECTED IN
°�[ / IIIIIIYIIIII.IIII.z�_ -'`I `zq.•sd
ACCORDANCE WITH THE CITY STANDARDS PRIOR TO ACCEPTANCE.
11 '0 °�'
—
7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO. SECURE ALL 1j1j11111 i.... _ 11
MECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. ' /v 1111111
A / � •11...1. \f.. ce �.
8. INSPECTION WILL BE ACCOMPLISHED BY THE CITY OF RENTON. IT 1 \E -INTO GLPy .11111
PIi�E Sc( S -Ia. iJ�W KL�T TOP t� \ �_.. 11111111111111]
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE 3iFy, I0 "SD, �,g, ST/>• 4+-�� l .-
UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF CONSTRUCTION. THE 4 +ts \\� \ \� ° `b �_ W _ - e . , /
CONTRACTOR SHALL KEEP AS -BUILT DRAWINGS.
nOj � \�N 1 111 1
9.. ASPHALT AND CONCRETE PAVEMENT SHALL BE SAWCUT TO A MINIMUM
DEPTH OF 2 INCHES. ALL SURFACE CONCRETE, PAVEMENT,
SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE
SAN
UT A MINIMUM DEPTH OF TWO INCHES, OR REMOVED TO THE
NEAREST JOINT.
.10. ANYREVISIONS. TO THE APPROVED PLANS MUST BE REVIEWED AND -.max E- -- == - - --
APPROVED By THE CITY OF RENTON PRIOR TO I 4�°
MPLEMENTATION. IN
ems* \wl
THE FIELD.
11. _ ALL SANITARY SEWER PIPING SHALL BE SCHEDULE 80, PVC PIPE, ° "-\ A-4 -
3 GT \
CONFORMING TO THE APPROPRIATE ASTM STANDARDS, ALL JOINTS AND
PIPE CONNECTIONS SHALL BE SOLVENT WELDED JOINTS. ALL „a
WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S SPECIFICATIONS.
-... t4�OpNer Fwnp cA\
12. ALL CONNECTIONS OF PVC PIPE TO MANHOLES SHALL BE MADE BY
USING NON SHRINK EFOXY GROLLT.
13. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL NOTE: THIS CONSTRUCTION IS IN AN AQUIFER PROTECTION AREA
SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION,. CONSTRUCTION TECHNIQUES USED SHALL PREVENT CONTAMINANTS
PER THE CITY'S STANDARD DETAILS. - (PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS) FROM
- - - - - ENTERING THE AQUIFER. .__.
14. A 1" NINIMUM ASPHALT CONCRETE OVERLAY SHALL BE PLACED ON A _ _ :: .:O tO�o :: :: C +-off! :I:: : Z
- MINIMUM OF 1/2 OF THE EXISTING. ROADWAY ON NE 3RD ST. THE
... .. ... ---- ... . -... ....
.APPLICANT SHALL COORDINATE SEWER: :INSTALLATION ON BLAINE AVE - - -- -- --
WITH THE CONTRACTOR FOR THE CITY OVERLAY PROJECT. IF THE - - ..... -.. ......... _ -
:.. SEWER IS INSTALLED AFTER CITY CONTRACTOR HAS PLACED - -
,.r .....:..... .OVERLAY:,.:...THE..APP'LICAN,T .SHALL PLACE A. -.I' MIN. OVERLAY FOR THE _:._- ...:._:...:_ __...)?i_2... _ .. . . ...:... .. ..:. -. .- .. ... ............................. .... ... ... ._.._. ._ .:..:. 1
... ,.......FULL- WIDTH - OF BLAINE AVE, WITHIN THE LIMITS OF THIS. .' ....... .. ...... .:::: .... :: ::..:. .....:: :..
oa 9 �°HpuE
PROJECT. �z�F. Gr=vi
..
15. EFFLUENT FLOW RATE FROM THE PROPOSED SITE SHALL NOT EXCEED
. .. :.... .: ..
...... 50. GPM. .. ...
.....
.: .. ... ...... .. ... ......_......._.. -.
16. THE INTERIOR OF THE MANHOLES SHALL BE SEALED WITH TWO (2) ::: .. -: : -
COATS OF KOPPERS $ITUMASTLC HO 300 -M, OR APPROVED EQUAL. ..............
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XMIN. —IZ "MAX.
GASTIW�- OLYMPIC FDkY.'
#MW L EGUAL
24" 5EE DE TAIL &. 1.4 . 9d
a ADJU5TMENT 4'M IN.
GUNE N 1
~' MORTAR JOINTS V6JZlA6l E 2'705_
4 "MIN.
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PRECAST SECTIoiJ
STEFS- 5 /WDEFORMED 6AR
5TEP5 514ALL DE INCLUDED
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MAX. PIPE SIZE -ZI" I.D.
LADDER -5TD. ALUMINUM
OR GAL\/AN IZED `STEEL .
CONCRETE 5I-IELF
MORTAR FILLET-
' PRECAST E 55E SECTIOt_I
1 O2 CAST HJ PUCE
M R.I.
SANITARY MANHOLE TYPICAL DETAIL K=_. .
C�
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I. sTEFS To PEE e4 °4, DEFORMFID DAR GALVANIZED
5AFETf 5 P-F5 OR 156AJAL
2 5 P5 ARE TO 15E IN PLACE DMDIRE MN SECTIONS
ARE IIJ5TALL.ED.
5 CA5T1HG TO 5E OL`M1PIG FOUNDRY( MH W WHi!
MW W D/T OR EQUAL. 5EE DETAIL 5.1.4
4. MAWIAOLE SECTIOM5T015E OF REINFORCED PRECAST
CONCRETE.
D. OPEMNG S14OULD BE ON DOWNSTREAM SIDE _
SANITARY SHALLOW MANHOLE TYPEW ,, S.
PIPE STRAP k BLOCKING
SHALL BE HOT DIP GALVANIZED
AND ASPHALT COATED
CONSTRUCT MANHOLE CHANNEL TO
SMOOTH TRANSITION TO PVC
C6
Final Joint must
be saw -cut
Saw -Cut or line drill 2" min. Asphalt
Existing Asphalt - underlying concrete Concrete
Concrete_ -- - -_
Existing-_-, �6„ 'i *' -I L_ C`" �rq 4�;;? min Cement Concrete
Cement Concrete i=: _ ( V. - -
6 "- min. Crushed Surfacing
Conc. shall be Cl. A -(3/4) - Top Course
Portland Cem. Conc. Con- Compacted Crushed Rock
forming to Sect. 6 -02.3. Backfill
EXISTING ASPHALT CONCRETE UVER CEI4ENT CUWCRETE
Final Joint Asphalt Concrete ( -3" min.)
must be-saw-cut replacement patch to be
_ 1" thicker than previously
-- " -_ _ "- existed.
Existing Asphalt � ��� 6" Min. Crushed Surfacing
Concrete Fes=- Top Course
Compacted Crushed Rock
Backfill
EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
Final Joint. must Cement Concrete (B" Min.) Replace -
be saw -cut ment patch to be 1" thicker than
- - previously existed.
Existing Cement
Concrete Pavement _6" Min. Crushed Surfacing
Top Course
Compacted Crushed Rock
Conc. shall be Cl. A (3/4)- Backfill
Portland Cem. Conc. Conforming
_ to Sect. 6 -02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE
1. See Sections 7 -18 and 2 -09 for Patching and Backfillin6 Specifications.
2. All trenches in roadway areas shall be backfilled and patched with
temporary asphalt at the end of each work day, unless permission is granted
todo otherwise by the City Engineer and City Traffic Engineer.
3. All temporary patches on trenches shall be permanently patched within 2
weeks of completion of work within the roadway area.
�4. Saw carts on concrete pavements shall be made no more than one -half the depth
of the. existing slab.
5. lRcmo ✓EV )
PAVEMENT PATCHING DETAILS N.T
54' DIA STANDARD MANHOLE
_8' SCHED 80 PVC TEE
WL)M7 WE=
EPDXY GROUT INTO MH
I//-- L_ "' SCHEDULE 80 PVC
SEWER MAIN
UT PIPE '.n STRAIGHT EDGE FOR
•• SOLID JOINT AT ANGLE
MAXIMUM 2' -0' SEPARATION
SCHEDULE 80 PVC PIPE
6D LENGTH AS REQUIRED
a
ANCHOR TO MH WALL W/ 1/2'
X 3' STAINLESS STEEL EXPANSION
'A' BOLTS O 4 PLACES (TYP.)
a 90 - SCHEDULE 80 PVC BEND
CEMENT CONCRETE. BLOCKING
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DROP STRUCTURE
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