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1 TOP ELEV =21.3
1 IS= 13.0
11: STRU H
CTURES .SHALL NOT B¢ PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF CONTROL. FLAN VIEW - E B S.S
ANY SSORMI DMINAGe PIPE, OR LS FEET FROM THE TOP OF ANY CHANNEL BANK.(' M I,fJ /gl 3
' MINIMUM ZD W'V COMPRCWAT *TRClXaIN•F'L4000 PSI.
Q Dn(,N IN tCUORDAWZ YJ/N052ECi3'MINIMUM'. FEGUREMEM15
ELE. 155 -
¢ BELOW VeMENr LEVEL. O -l'A
12. ALL CATCH BASIN GRADES SHALL BE OEPaSSEO 0.10 FEET PA - 7C 1
13. OPEN CUT ROAD CROSSINGS TRADER. EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE -- ._
- LLOHED UNLESS SPECIFICALLY APPROVED BY CITY OF aNTON DEPARTMENT OP T - ERILIN AC(OR 2(doEA
.......:. :, .I� REDEFCRM17 D BARS „
0
PUBLIC Woas, DESIGN BNGIxeeR. - � IN IYCORDMCE W /AST)^I. AG1565 GRADE /.-0, (08 p(q 8 D.I P
_ - oY'SIiGN LOADS: FA WuLE W/AB 15'� METRO SEWER DROP Co NNEeTtON
SMALL ae AASMD-F1520 PER STD PLAN B -IB
14. Roc% FOR EROSION PROTECTION BF ROADS DE DITCHES, WHERE REQUIRED, -
oF SOUND QUARRY HOC X PLACED TO A DEPTH 0P 1 FOOT AND MUST MEET THE CATCH BASIN TYPE Z • -GJ411 FLOW RESTRICTOR /OIL POLLUTION GALVwIZR . - -
WING SPECIFICATIONS 4" B" /405 -]G% PASSING; 2" 4" ROCK /tIP 403 l+ ALL FABRKAiCD LAZE ITEMS R FAA 'CArIO RC0JfOOBE ^
PASSI AND 2" ROC% /LOS 2R.YAESI... DIAMETER AS REWIRED Y- TO DIPPED GAICIIS EDAFTER A5b5,ABI5 ,t AIZ5RMING
DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED 1 nCKBj I.IOTF.s' SEE DWG. N a5 Kc Rs. - .CONTROL DEVICE, TEE TYPE: (F1ROP -TD TO 3PELIFI(ATIOIJS_A5TM A304,A3O5,A3D(°,EAR9' CORE DRILL TAP WITH
1s. Au LLDxxc TO THE pA �(QO GoAIA:EG N. : ANC COUNIY DW4 SPRLNLLINE
STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WOR%3. - - - - / - - GO NNECTDR
DESIGN ENGINEER OR STORK WATER UTILITY. AN ACCURATELY DIMENSIONED S_ Be xOLLPIID AT LeASi TW0 PORING DAYS WASHINGTON ND. 52 OIL WA-(ER SEPARA70R DETAIL KDA -N -seal_
CERTIFIED 5 BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO I. MB- JM RA4[xOW OF MTRO
- IE -D. �
T114 C., OF aNTON UPON COMPLETION. - PRIOR To CONS'[RUCIION IN TER VICLMItt OP IES80.4 108 INCH DIAMBt80. LINE -
USUBSe 604- 1303).
16. LUNI LE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE OBLIGATION C Y 01 REU[OR I. WRING COMETeU _, NO DBaIS SHALL 08 BLONDE TO ENTER He -B 108 INCH - - -
DOES 'Or RELIEVE OWNER OF R THE CONTINUING LEGAL AND /OR DTA , SEND. - -
LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER. THE IE a -3.T
CITY OF aNTON DOES BUT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCIWNING H - MARELE SHALL BH UMRADED ALL AHOmm OH staOCLMeALLY so NNUORD DUexxc ' (yOTE F RgRN olJmEtJT Op EX IZ) SD
AND NAMENANCE OFT SYSTEM. PROVIDED DURING CONSTRUCTION. CONSTflUCIION TO AVOID UNBALANCED -LE TRADING. - ..w
n. THE CONTRACTOR E RESPONSIBLE FoR. PROVIDING ADEQUATE SAFEGUARD, - "iNOTyE CITY TO MRINTgIN SEWER WITHIN SHP.LL CONSIST DF FILL!IN PLPE IWj A1J }IQ LE DET L NT. S. -
SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, ADD AN OTHER x <• Puxs eoa DevATSaxxc .1DIA®.T TO IETRO PACILIP[ES SMALL Be s00HxrTeD TO SEWER EASEMENT ALL OTHER SEW ERS = WITH SRN.O RAID UROUTIN4 flI
Y E¢OeD 8R JBI �AVieOEX FOR HATRO -I. M9 APPHOVL AT T8A4P FIVE DAYS PRIOR TO
ACTIONS To ?E THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO ' N -.-
cGURE,. ION WITH THE PERFORMANCE of WoHE COVERED BY WNSnOaxON. (SIDE) ARE PRIU RTE AND W ILL BE - 80TH ENDS, q DRO7 CONN.E CTON TD METRO SEWER
PROrfiC[ PROPERTY IN -r IJoTE:- '(EMPo2n� �( GoJe BUG ¶oKl MAmTRWED 13Y OWNER -
tHF CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT. HAY _5 ryg WRN¢C[ION TO TBE LOB IN<H DIAaRR S[W88 08ALL D1 U pa -
INTERAUPT NORMAL TRAFFIC FLOW SMALL REQUIRE AN APPROVED TRAFFIC GO.YTROL' UNT6 IL BAS OELY SNSPeC[EO AND AFPe0V80 BY M8TH0. NOS Le BAC¢ILLED _EASEMEN"(.MA-( ` -_rL EX, M1: RO M -_ E C, S/3
PLAN BT THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PV0 G -FO2 9AnI1'TATL 5E�4/E -. D /A•{_ •T�Z G�'N WAS i% AS-BUILT
WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23, '.. 6. Txe 8 TERM LONaLttON SHALL 08 HA08 AT LEAST NO F88t PROM THE ppf T GOh.IKIEG"rIOT.I. -TO METRO �Of
TRAFFIC
CON SIW,L APPLY. NT IN Txe I03 INCH OIANeTeB PIPE AND SH.U.L eN[8R THE I08 INCe PIPE AT MAN Ho LE /��gP „ ,, ' 'C•O
SHE PRO- IS ''TE.1..G . Sod! S'o�yG- -"" '
Oe a u-aD IF a LocATtoN :. X06 20o syu. CaYLAar7! ulY _ y - -S?I= t THIS DRAWING REFLECTS THE AS
POSITION OF THE
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18. SPEC AL DRAINAGE MEASURES HILL Q . - F
W[iHIN THE AQUIFER PROr¢CCION AREA. - I. TIE MEY CONNBC[ION TO THe 108 WCH DIAMETER S[Ke SHALL Be MANE BY COST _ - I UNDERGROUND SEWER, WATER AND STORM DRAIN SYSTEM AS
DRILLING AID USE OF A DUE- SHOP AS DISTRIBUTED BY e.T.e.e., INC., - -GEC 12 tYPE.. I.. .� Fug Q:r,YAt�h SURVEYED & LOCATED THIS -...- -
�'- 19. -- ALL - LOCATIONS. OP:H%ISTING UTILITIES SNONN Aa APPR ISTHAT¢ AND IT.,EHALL ,.. M.I DROM OECHAeD,.TAC 1 -.-UK 98408. (X06) 6X}]]32. Z,Ad _ E 21.'/ , P A GOAL hI 116. OI.J -
a SNE CONTRACTOR'S RESPONSIBILITY rD VERIFY TNH TRBE ANN CORRECT y "FE IN 3E =27.97 ' FE(L APvJA 5'(D. PL-AIJ g-8 Gg_ -_ZO TTYPE _ - IAC Ir
LOCATION SO R TO AVOID DAMAGE OR DISTURBANCE. VER B. THE CONNECTION SHALL Be PLUGGED AND NOT PUP INTO SLRVIC6 UtlPIt SHE /2" /E /NE e21.31 ' - _G13 #Iq- •'(PPE t�EE of AIL 15 g n
TRIBUTARY STSTeM HAS BEEN CLEANED, INSPECTED, TESTED. ATPeOYS. BY THE dLT Wi 2A3O T '(H. SNEE'� yPFP /N2 =`E° -Eg !4� FC /RTE yO�' yI AY -T /. - u' f➢ ~ F
CATCH SHALL BE PER APHA STANDARD PLAN H 1, WITH ATHA = CITE De INDY.S. .... __. /2 R E.uE9 /z/.93 !NS= z°.'/O 0 °URV DATES .1`x�,eG. FDA N - -
DATE.
20. E 1 C HAS _ 12" _- 9 J
s SHALL R _ /2 " /EWTWT2I.SY �3. _ P.L.S. A9690 v / E d ti
8 ABOARD 2 P AND GRATE. TY CATCH W /y "/E OI[fE-2n•zY
A r6x A PLO e Al. PLO x eRAMre e. _ G8P' 11, 1-(Pa I W� 2
U - 'Z
21. IT SHALL - St t ITY OF THE CONTRA OBTAIN STREE U R!M = 2438 ,� -(\ Gg.It� �Y } o }. 3 0 \ D
-y ••ZfA 3E 2 /.9d W _ F3 \ H D W `) F d- >
ANY OTHER RELATED PERMITS 0 0 ANY CONSTRUCTION. /, 8s \ P, `� <ALJD GOER /�rO P'_Y GONG. BLOCK. BLDG. W G UA
GRAVITY OIL /WATER SEPARATOR PER PACIFIC INTERNATIONAL PIPE AN ]2 K. /N E+ 2d Ha - CO GLEALIO IJ-r �a -ZCj.¢ j 3'
z2. D - ::G13_ -- 15. -r'f PE I `� d /AN= 2vyy \
ENGINEERING, INC. NO. 5]3 12"I6 CUll'S=2e•83 II S II l- I.E. 11=1.91 t.'
WITH Is IN DIAMETER Llxc e R QUAL. RJAX '00. 9y 40- _ hD gSLF -"25D 13LP -.6 S2 - 3 w
t0 ADNST COVER TOP ELEVATION ADD FULL RISER RI 4 A EXTEND BAFFLES TO - ZO' WnrE2 LIME -- - .-- LY'.'e2„ \ 1.5 II �� D- ` 3 �' Q
I.E.= 1 �i° Al 5OLF- 'IZ.:SD @- 0.5. %_.
UNOeRSIUB OF COVER. -. / 8'.39 "- EASCMEhYP - C. -.I.o -__- � I.O% II �J LF�b Sh @Ej.O % -- / � 6X1 )
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'[E. = 24. t'SS M / 2 • /EW NW: /� 98 LILH'r POLE 0
PRIAJR ro / I.IY c.o A�sT'RaJ GTION pPFjlr..l RFRt11REHEAITS.
oA! STORM DRAII.l S�EI= TEN. -.- - � �•- -_�
awM Dr
cMELMEO BY.
N Q .... �°.... -.. -. , µFAN PAVILI� SELTIOI -I
a_ • °...: '.: �` Pe JI2ED lozrN L E G E N D PJE'J s.eF DR 6
A U / u�0 / Il \% ,'111,1 /I al \31:1 �11�1112Ip SIDE. of PUIL:DII -.1C _ .,'A� / .6 /'T /p.� Q4oF WASHy��
(ctm) Ee. C4 IAI1 J s`V C--, p [ 1 .f 1 DATE.
V a / / ' SEE r fAPLE vE: <i: W:, ZEEc . "6 ASPS. Gal .PPVEMEAI T zs� E ce ro °R �: z - tO Z -%Z Hq
o Q ,�/ IAI'�E�LSFi'�IOLJ .FIRST FC (L DG' 1�7� �5/g MII.LJS GPJ- I(jL:ED R.oLK- BASE C/.�UrLSE PROP. LI.IE N e
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STORM BIT' NOTES 11 /30 /8d-
FRAME & LADDER ORSTEP5- _ NOTES:
ROUND SOLID COVER
-
1. BEFORE ANY COxSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-
THE CITY of
OFFSET. SEE NOTE 5. FRAME
� COVER ELEVATIO - R PlP•N
MARKED °DRAIN'
WITH 'LOCKI 1. SEE SURFACE HATER MGM7. DIV. DULLlTIN 'INSIPLB
NCi BOLTS.
GENERAL NOTES FOR SANITARY SEWER
6. ALL SEDIBENTATI.M.OSION FACILITIES MUST BE IN ATION PRIOR To
auxtoinc coxsraucrxUx, AND Txex NusT aeasnrxsFACroaiLY
CONSTRUCTION MEETING MUST RE HE O WITH RESPON DEPARTMENT DE
eoOLlc WORKS, Desxcn excxxeeR. L
ORIFICES' EPP. SEPT. 1. 198E.
SEE DWG:S, Ne 49 &SO KCRS. -
- 1. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM
2. ALL CONSTRUCTION SHALL E IN AG irx THE "198e STANDARD
SPECIFICATIONS POR ROAD, ORIDCE ANOCNUNI IPALWCONSTRUCTION" PREPARED HY
=
� ,.E
• "'
•'
T P £ Lam. 2S. o3 3. PIPE SIZES AND SLOPES: PER PLANS.
A':hs
S. OOILET CAPACITY: NOT LE33 THAN COM[N8D IMLLTS.
4 SEN. 35.
D 303 ,
2. SANITARY SEWER MANHOLES SMALL CONFORM TO APWA SPECIFICATIONS, SECTION 7-
aT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), As AMENDED BY THE
CITY OF PENrON DEYAR'THENr OP PUBLIC WORKS.
.�
- "'
- CLEARANCE.
05.. MANHOLES SHALL BE APWA STANDARD PLANNO. B -234.
3. ALL RETENTION /DETENTION FACILITIES
R N CDNJU ITS AL
PRIOR TO 0 NOTION N L CONSTRUCTION ACTIVITY
BY THE DeenaxnexT of euatxc WORKS, sraan WATER
APPROVED
3. TRY STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE AP
OVER..FLO,../ i
•'•- -' .
•
�• METAL PARTS: CORROSION LT TREA. -R OALYYIZCD
P[P[ PART TO 8A TREAT n
S V6 ASPHALT
3' DOING AND BA CKFILL FOR SANITARY SEWER PIPE SHALL BE APWA STANDARD PLAN
PLANS Mn[Cx ABC ON FILM tx rue DevARrnexr ae euetxc Haas. ANY DEVIATION IT
eaoN rxs AeeaoKEN WILL REQUIRE WRITTEN AeeacvAL FOR THE CITY OF
6LE. 2'L DY N
-
Y
WATER UTILITY.
M1O01^Et B� /¢)
ET PIPE
- - --
_
"F" BEDDING FO EXZBLE PIP (PEA GRAVEL FROM 6 LNCIffiS BELOW
B -18C, CLASS N AFL E PE
/
P
�,
OF
RenTOx DeeARrxeHl OF PUBLIC WORKS, DesxeN exexxeeR oe SrORN WATER
UTILITY.
t.
J f
SEE NOifi
MAX, [!•$
' S. PRAMY LADDER OR STEPS OtP38T 30
A. CLCAMOUT GATE IS VISIBLE FROM iOP.
PIPE TO 6 INCHES ABOVE FIFE).
4: A cOeY OF THESE APPROVED CLANS MUST BE ox THE JOB SITE HxexeveR
OFaR
ASHINGTON STANDARD SPEC3PICATION FOR ROAD AND BRIDGE CONSTRUCTION.
HALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT NA REQUIRED
STANDARD UALVANRCD.. B. CLIMB -DOWN SPACE IS CLEAR OF RIELB AJ14
STGEL LADDEQ�STEPa. CLBANOUi GATE.
4. MAXIMUM TRENCH WIDTH FROM TOP OF PIPE ZONE TO BOTTOM OF TRENCH SHALL BE
INCHES. MINIMUM TRENCH WIDTH SHALL BE TWENTY -FOUR (24) INCHES
CONSTRUCTION IS IN PP.PROVED
T,V DRIGILE- 'L'/g "'p
..SEE DWG. Ns 35,xcpS. C. tRAMB IS CLEAR OF CURB.
FORTY (40)
PLUS INSIDE DIAMETER. ABOVE THE PIPE ZONE, THERE IS NO LIMIT TO TRENCH
5. DATUM sxAtt BE Uscs UNLESS o RWISe APPROVED a
ELE, 2a,Q�/
- Z
',
WIDTH.
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VICINITY MAP
1 TOP ELEV =21.3
1 IS= 13.0
11: STRU H
CTURES .SHALL NOT B¢ PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF CONTROL. FLAN VIEW - E B S.S
ANY SSORMI DMINAGe PIPE, OR LS FEET FROM THE TOP OF ANY CHANNEL BANK.(' M I,fJ /gl 3
' MINIMUM ZD W'V COMPRCWAT *TRClXaIN•F'L4000 PSI.
Q Dn(,N IN tCUORDAWZ YJ/N052ECi3'MINIMUM'. FEGUREMEM15
ELE. 155 -
¢ BELOW VeMENr LEVEL. O -l'A
12. ALL CATCH BASIN GRADES SHALL BE OEPaSSEO 0.10 FEET PA - 7C 1
13. OPEN CUT ROAD CROSSINGS TRADER. EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE -- ._
- LLOHED UNLESS SPECIFICALLY APPROVED BY CITY OF aNTON DEPARTMENT OP T - ERILIN AC(OR 2(doEA
.......:. :, .I� REDEFCRM17 D BARS „
0
PUBLIC Woas, DESIGN BNGIxeeR. - � IN IYCORDMCE W /AST)^I. AG1565 GRADE /.-0, (08 p(q 8 D.I P
_ - oY'SIiGN LOADS: FA WuLE W/AB 15'� METRO SEWER DROP Co NNEeTtON
SMALL ae AASMD-F1520 PER STD PLAN B -IB
14. Roc% FOR EROSION PROTECTION BF ROADS DE DITCHES, WHERE REQUIRED, -
oF SOUND QUARRY HOC X PLACED TO A DEPTH 0P 1 FOOT AND MUST MEET THE CATCH BASIN TYPE Z • -GJ411 FLOW RESTRICTOR /OIL POLLUTION GALVwIZR . - -
WING SPECIFICATIONS 4" B" /405 -]G% PASSING; 2" 4" ROCK /tIP 403 l+ ALL FABRKAiCD LAZE ITEMS R FAA 'CArIO RC0JfOOBE ^
PASSI AND 2" ROC% /LOS 2R.YAESI... DIAMETER AS REWIRED Y- TO DIPPED GAICIIS EDAFTER A5b5,ABI5 ,t AIZ5RMING
DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED 1 nCKBj I.IOTF.s' SEE DWG. N a5 Kc Rs. - .CONTROL DEVICE, TEE TYPE: (F1ROP -TD TO 3PELIFI(ATIOIJS_A5TM A304,A3O5,A3D(°,EAR9' CORE DRILL TAP WITH
1s. Au LLDxxc TO THE pA �(QO GoAIA:EG N. : ANC COUNIY DW4 SPRLNLLINE
STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WOR%3. - - - - / - - GO NNECTDR
DESIGN ENGINEER OR STORK WATER UTILITY. AN ACCURATELY DIMENSIONED S_ Be xOLLPIID AT LeASi TW0 PORING DAYS WASHINGTON ND. 52 OIL WA-(ER SEPARA70R DETAIL KDA -N -seal_
CERTIFIED 5 BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO I. MB- JM RA4[xOW OF MTRO
- IE -D. �
T114 C., OF aNTON UPON COMPLETION. - PRIOR To CONS'[RUCIION IN TER VICLMItt OP IES80.4 108 INCH DIAMBt80. LINE -
USUBSe 604- 1303).
16. LUNI LE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE OBLIGATION C Y 01 REU[OR I. WRING COMETeU _, NO DBaIS SHALL 08 BLONDE TO ENTER He -B 108 INCH - - -
DOES 'Or RELIEVE OWNER OF R THE CONTINUING LEGAL AND /OR DTA , SEND. - -
LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER. THE IE a -3.T
CITY OF aNTON DOES BUT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCIWNING H - MARELE SHALL BH UMRADED ALL AHOmm OH staOCLMeALLY so NNUORD DUexxc ' (yOTE F RgRN olJmEtJT Op EX IZ) SD
AND NAMENANCE OFT SYSTEM. PROVIDED DURING CONSTRUCTION. CONSTflUCIION TO AVOID UNBALANCED -LE TRADING. - ..w
n. THE CONTRACTOR E RESPONSIBLE FoR. PROVIDING ADEQUATE SAFEGUARD, - "iNOTyE CITY TO MRINTgIN SEWER WITHIN SHP.LL CONSIST DF FILL!IN PLPE IWj A1J }IQ LE DET L NT. S. -
SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, ADD AN OTHER x <• Puxs eoa DevATSaxxc .1DIA®.T TO IETRO PACILIP[ES SMALL Be s00HxrTeD TO SEWER EASEMENT ALL OTHER SEW ERS = WITH SRN.O RAID UROUTIN4 flI
Y E¢OeD 8R JBI �AVieOEX FOR HATRO -I. M9 APPHOVL AT T8A4P FIVE DAYS PRIOR TO
ACTIONS To ?E THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO ' N -.-
cGURE,. ION WITH THE PERFORMANCE of WoHE COVERED BY WNSnOaxON. (SIDE) ARE PRIU RTE AND W ILL BE - 80TH ENDS, q DRO7 CONN.E CTON TD METRO SEWER
PROrfiC[ PROPERTY IN -r IJoTE:- '(EMPo2n� �( GoJe BUG ¶oKl MAmTRWED 13Y OWNER -
tHF CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT. HAY _5 ryg WRN¢C[ION TO TBE LOB IN<H DIAaRR S[W88 08ALL D1 U pa -
INTERAUPT NORMAL TRAFFIC FLOW SMALL REQUIRE AN APPROVED TRAFFIC GO.YTROL' UNT6 IL BAS OELY SNSPeC[EO AND AFPe0V80 BY M8TH0. NOS Le BAC¢ILLED _EASEMEN"(.MA-( ` -_rL EX, M1: RO M -_ E C, S/3
PLAN BT THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PV0 G -FO2 9AnI1'TATL 5E�4/E -. D /A•{_ •T�Z G�'N WAS i% AS-BUILT
WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23, '.. 6. Txe 8 TERM LONaLttON SHALL 08 HA08 AT LEAST NO F88t PROM THE ppf T GOh.IKIEG"rIOT.I. -TO METRO �Of
TRAFFIC
CON SIW,L APPLY. NT IN Txe I03 INCH OIANeTeB PIPE AND SH.U.L eN[8R THE I08 INCe PIPE AT MAN Ho LE /��gP „ ,, ' 'C•O
SHE PRO- IS ''TE.1..G . Sod! S'o�yG- -"" '
Oe a u-aD IF a LocATtoN :. X06 20o syu. CaYLAar7! ulY _ y - -S?I= t THIS DRAWING REFLECTS THE AS
POSITION OF THE
I -40
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18. SPEC AL DRAINAGE MEASURES HILL Q . - F
W[iHIN THE AQUIFER PROr¢CCION AREA. - I. TIE MEY CONNBC[ION TO THe 108 WCH DIAMETER S[Ke SHALL Be MANE BY COST _ - I UNDERGROUND SEWER, WATER AND STORM DRAIN SYSTEM AS
DRILLING AID USE OF A DUE- SHOP AS DISTRIBUTED BY e.T.e.e., INC., - -GEC 12 tYPE.. I.. .� Fug Q:r,YAt�h SURVEYED & LOCATED THIS -...- -
�'- 19. -- ALL - LOCATIONS. OP:H%ISTING UTILITIES SNONN Aa APPR ISTHAT¢ AND IT.,EHALL ,.. M.I DROM OECHAeD,.TAC 1 -.-UK 98408. (X06) 6X}]]32. Z,Ad _ E 21.'/ , P A GOAL hI 116. OI.J -
a SNE CONTRACTOR'S RESPONSIBILITY rD VERIFY TNH TRBE ANN CORRECT y "FE IN 3E =27.97 ' FE(L APvJA 5'(D. PL-AIJ g-8 Gg_ -_ZO TTYPE _ - IAC Ir
LOCATION SO R TO AVOID DAMAGE OR DISTURBANCE. VER B. THE CONNECTION SHALL Be PLUGGED AND NOT PUP INTO SLRVIC6 UtlPIt SHE /2" /E /NE e21.31 ' - _G13 #Iq- •'(PPE t�EE of AIL 15 g n
TRIBUTARY STSTeM HAS BEEN CLEANED, INSPECTED, TESTED. ATPeOYS. BY THE dLT Wi 2A3O T '(H. SNEE'� yPFP /N2 =`E° -Eg !4� FC /RTE yO�' yI AY -T /. - u' f➢ ~ F
CATCH SHALL BE PER APHA STANDARD PLAN H 1, WITH ATHA = CITE De INDY.S. .... __. /2 R E.uE9 /z/.93 !NS= z°.'/O 0 °URV DATES .1`x�,eG. FDA N - -
DATE.
20. E 1 C HAS _ 12" _- 9 J
s SHALL R _ /2 " /EWTWT2I.SY �3. _ P.L.S. A9690 v / E d ti
8 ABOARD 2 P AND GRATE. TY CATCH W /y "/E OI[fE-2n•zY
A r6x A PLO e Al. PLO x eRAMre e. _ G8P' 11, 1-(Pa I W� 2
U - 'Z
21. IT SHALL - St t ITY OF THE CONTRA OBTAIN STREE U R!M = 2438 ,� -(\ Gg.It� �Y } o }. 3 0 \ D
-y ••ZfA 3E 2 /.9d W _ F3 \ H D W `) F d- >
ANY OTHER RELATED PERMITS 0 0 ANY CONSTRUCTION. /, 8s \ P, `� <ALJD GOER /�rO P'_Y GONG. BLOCK. BLDG. W G UA
GRAVITY OIL /WATER SEPARATOR PER PACIFIC INTERNATIONAL PIPE AN ]2 K. /N E+ 2d Ha - CO GLEALIO IJ-r �a -ZCj.¢ j 3'
z2. D - ::G13_ -- 15. -r'f PE I `� d /AN= 2vyy \
ENGINEERING, INC. NO. 5]3 12"I6 CUll'S=2e•83 II S II l- I.E. 11=1.91 t.'
WITH Is IN DIAMETER Llxc e R QUAL. RJAX '00. 9y 40- _ hD gSLF -"25D 13LP -.6 S2 - 3 w
t0 ADNST COVER TOP ELEVATION ADD FULL RISER RI 4 A EXTEND BAFFLES TO - ZO' WnrE2 LIME -- - .-- LY'.'e2„ \ 1.5 II �� D- ` 3 �' Q
I.E.= 1 �i° Al 5OLF- 'IZ.:SD @- 0.5. %_.
UNOeRSIUB OF COVER. -. / 8'.39 "- EASCMEhYP - C. -.I.o -__- � I.O% II �J LF�b Sh @Ej.O % -- / � 6X1 )
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° � B � POL 6 -:: .\.- :� ?:lii..i .. ° Dal E:T. y4?•1 b]i �¢ B - WET � ToP of NEi4I�6ME
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VERIFY 113VER.r of W4TE¢.MAIwl yV� /2' /E /NN-n.3i. p aE„Irez, cY.l N. s'oc -oP Sr. (2 uT'f ar- N �.
'[E. = 24. t'SS M / 2 • /EW NW: /� 98 LILH'r POLE 0
PRIAJR ro / I.IY c.o A�sT'RaJ GTION pPFjlr..l RFRt11REHEAITS.
oA! STORM DRAII.l S�EI= TEN. -.- - � �•- -_�
awM Dr
cMELMEO BY.
N Q .... �°.... -.. -. , µFAN PAVILI� SELTIOI -I
a_ • °...: '.: �` Pe JI2ED lozrN L E G E N D PJE'J s.eF DR 6
A U / u�0 / Il \% ,'111,1 /I al \31:1 �11�1112Ip SIDE. of PUIL:DII -.1C _ .,'A� / .6 /'T /p.� Q4oF WASHy��
(ctm) Ee. C4 IAI1 J s`V C--, p [ 1 .f 1 DATE.
V a / / ' SEE r fAPLE vE: <i: W:, ZEEc . "6 ASPS. Gal .PPVEMEAI T zs� E ce ro °R �: z - tO Z -%Z Hq
o Q ,�/ IAI'�E�LSFi'�IOLJ .FIRST FC (L DG' 1�7� �5/g MII.LJS GPJ- I(jL:ED R.oLK- BASE C/.�UrLSE PROP. LI.IE N e
/5[JBGIZ -Va GoMP� -Te,D To 95I Pee / - - -'- EASE°•1E°Lf LINE / o
�� I // I PS TM :D 153.1 CMO0I FLED FROG -(O:t L``,y °y p / .o FH�.Z�IL �Q D N8816 Z.04
�,l Y ) Er PRoPSSO� GNr v o. r�rle 'oJGS 9�fJC /ONALEH6\�4
NeA./ 610E4Alw Id
P D° V E M E W T S 6 G T I e> tJ ...: HEAVY P4VIN(o 3Et- 'flop -
EEW�Cc�♦ - W /i � `IRRS
W1 '
.. .. .•. nn an nn nn n 1 4 I- 4 r 4 n 4
ePARTKEN]' OF PUBLIC Noss. REFERENCE BENCHMARK AND ELEVATION ARE NOTED
ON THE PLANS.
PIPE 3UPPORT(S):
R. IF IIBT.AL OUTLET PIn CONNECTS TO CWEn OINMTE
'�j - - PIPE: OUTLET PIPE TO DAVE 3140078 O.D. EQUAL TO
6. ALL SEDIBENTATI.M.OSION FACILITIES MUST BE IN ATION PRIOR To
auxtoinc coxsraucrxUx, AND Txex NusT aeasnrxsFACroaiLY
Box.03kOcw .E
BOLTQD O[ IMBEDDED
CLEANOUT GAR: SHEAR CONCRETE PIPE I.O. LESS 2/4'.
GATE. SEL° DNAr.. NA
CLEARING DAN
MAIMTAxxeo UNTIL CONSTRUCTION IS coneteTED AND THE POTENTIAL FOR Gx4xxe
2" IN WALL ATMAR.
5' SPACING. MIN
53 KCRS _ T. MULTI -0ORIFICE ELBOWS MY 38 LOCATED AS EOM 08
ALL ON ONE SIDE OF RISER TO ASSURE LADDER
RUSIO. MAN PusBD.
SUET Be INSTALLED AND IN OPERATION
ONE SUPPORT,
- CLEARANCE.
3. ALL RETENTION /DETENTION FACILITIES
R N CDNJU ITS AL
PRIOR TO 0 NOTION N L CONSTRUCTION ACTIVITY
BY THE DeenaxnexT of euatxc WORKS, sraan WATER
MIpRET p 2- 1
•'•- -' .
OT
uxxtxtt se Aeeaove0
B. GRASS SEED MAY BE APPLIED BY HYDROSEEDINC, THE CHASE SEED MIXTURE, OTHER
THAN CITY OF RESIGN APPROVED ST AN AHD HIRES, SMALL BE SUBMITTED BY A
LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC HORS, STORM
ELF 110f
I, -w
-
�,- n
-3 6
WATER UTILITY.
M1O01^Et B� /¢)
ET PIPE
:f
/
P
�,
9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
NOATION IN ACCORDANCE WITH SECTION 3- 02.3(1) OP THE RENT SITZROP
THIS
E-E• 15.7d
SEE NOifi
ASHINGTON STANDARD SPEC3PICATION FOR ROAD AND BRIDGE CONSTRUCTION.
HALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT NA REQUIRED
BEOD NG MATERIAL TO UNIFORM' CHAD SO THAT THE ENTIRE LENGTH OF THE PIPE
WILL Be SUPPORTED ON A uNIFGRELY DENSE UNYIELDING BASE. ALL PIPE BEDDING
- Z
',
-
T AENC
sxALt Be APWA cuss 'C', W HE EXCEPTION o PVC PIPE. ALL T
0 MINIM
ACKPILL SHALL 0 COHPAGT¢DIS UM 95% PORT PAVEMENT AND L
;
'
-
BL So% NIS ASIN D-1557-70. A S DING BE
C I
"•
4
\
_ OPEN A" U
10. s RAIN PIPE B Rene, RUBBER c S to CLA CL .2 a
ICI !LATH
'
%•�
-
ASTM C 76 -II'OR 16 GAUGE GALVANIZED 9 TAEATMeNT 5 ASPHALT COATED
NT CONNECTING BANCE. 36 BINCH STORM DRAIN DE
TIGHT
TCa
wrTH :t
- WTTM OWF{CE A$
SPKWter). NOT
36'"
"-••-'
SMALL BE 16 16 GALVANIZED STEEL, THE ENT 1 ASPHALT WITH
MATE. TIGHT CONNECTING BAW E.
NEEDiD IF OWL`(
FOR OIL POLLIlfION
-
Ia V.
GPep•1 3 -
»4
1� a
` f ENTI0N
25i
VICINITY MAP
1 TOP ELEV =21.3
1 IS= 13.0
11: STRU H
CTURES .SHALL NOT B¢ PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF CONTROL. FLAN VIEW - E B S.S
ANY SSORMI DMINAGe PIPE, OR LS FEET FROM THE TOP OF ANY CHANNEL BANK.(' M I,fJ /gl 3
' MINIMUM ZD W'V COMPRCWAT *TRClXaIN•F'L4000 PSI.
Q Dn(,N IN tCUORDAWZ YJ/N052ECi3'MINIMUM'. FEGUREMEM15
ELE. 155 -
¢ BELOW VeMENr LEVEL. O -l'A
12. ALL CATCH BASIN GRADES SHALL BE OEPaSSEO 0.10 FEET PA - 7C 1
13. OPEN CUT ROAD CROSSINGS TRADER. EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE -- ._
- LLOHED UNLESS SPECIFICALLY APPROVED BY CITY OF aNTON DEPARTMENT OP T - ERILIN AC(OR 2(doEA
.......:. :, .I� REDEFCRM17 D BARS „
0
PUBLIC Woas, DESIGN BNGIxeeR. - � IN IYCORDMCE W /AST)^I. AG1565 GRADE /.-0, (08 p(q 8 D.I P
_ - oY'SIiGN LOADS: FA WuLE W/AB 15'� METRO SEWER DROP Co NNEeTtON
SMALL ae AASMD-F1520 PER STD PLAN B -IB
14. Roc% FOR EROSION PROTECTION BF ROADS DE DITCHES, WHERE REQUIRED, -
oF SOUND QUARRY HOC X PLACED TO A DEPTH 0P 1 FOOT AND MUST MEET THE CATCH BASIN TYPE Z • -GJ411 FLOW RESTRICTOR /OIL POLLUTION GALVwIZR . - -
WING SPECIFICATIONS 4" B" /405 -]G% PASSING; 2" 4" ROCK /tIP 403 l+ ALL FABRKAiCD LAZE ITEMS R FAA 'CArIO RC0JfOOBE ^
PASSI AND 2" ROC% /LOS 2R.YAESI... DIAMETER AS REWIRED Y- TO DIPPED GAICIIS EDAFTER A5b5,ABI5 ,t AIZ5RMING
DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED 1 nCKBj I.IOTF.s' SEE DWG. N a5 Kc Rs. - .CONTROL DEVICE, TEE TYPE: (F1ROP -TD TO 3PELIFI(ATIOIJS_A5TM A304,A3O5,A3D(°,EAR9' CORE DRILL TAP WITH
1s. Au LLDxxc TO THE pA �(QO GoAIA:EG N. : ANC COUNIY DW4 SPRLNLLINE
STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WOR%3. - - - - / - - GO NNECTDR
DESIGN ENGINEER OR STORK WATER UTILITY. AN ACCURATELY DIMENSIONED S_ Be xOLLPIID AT LeASi TW0 PORING DAYS WASHINGTON ND. 52 OIL WA-(ER SEPARA70R DETAIL KDA -N -seal_
CERTIFIED 5 BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO I. MB- JM RA4[xOW OF MTRO
- IE -D. �
T114 C., OF aNTON UPON COMPLETION. - PRIOR To CONS'[RUCIION IN TER VICLMItt OP IES80.4 108 INCH DIAMBt80. LINE -
USUBSe 604- 1303).
16. LUNI LE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE OBLIGATION C Y 01 REU[OR I. WRING COMETeU _, NO DBaIS SHALL 08 BLONDE TO ENTER He -B 108 INCH - - -
DOES 'Or RELIEVE OWNER OF R THE CONTINUING LEGAL AND /OR DTA , SEND. - -
LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER. THE IE a -3.T
CITY OF aNTON DOES BUT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCIWNING H - MARELE SHALL BH UMRADED ALL AHOmm OH staOCLMeALLY so NNUORD DUexxc ' (yOTE F RgRN olJmEtJT Op EX IZ) SD
AND NAMENANCE OFT SYSTEM. PROVIDED DURING CONSTRUCTION. CONSTflUCIION TO AVOID UNBALANCED -LE TRADING. - ..w
n. THE CONTRACTOR E RESPONSIBLE FoR. PROVIDING ADEQUATE SAFEGUARD, - "iNOTyE CITY TO MRINTgIN SEWER WITHIN SHP.LL CONSIST DF FILL!IN PLPE IWj A1J }IQ LE DET L NT. S. -
SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, ADD AN OTHER x <• Puxs eoa DevATSaxxc .1DIA®.T TO IETRO PACILIP[ES SMALL Be s00HxrTeD TO SEWER EASEMENT ALL OTHER SEW ERS = WITH SRN.O RAID UROUTIN4 flI
Y E¢OeD 8R JBI �AVieOEX FOR HATRO -I. M9 APPHOVL AT T8A4P FIVE DAYS PRIOR TO
ACTIONS To ?E THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO ' N -.-
cGURE,. ION WITH THE PERFORMANCE of WoHE COVERED BY WNSnOaxON. (SIDE) ARE PRIU RTE AND W ILL BE - 80TH ENDS, q DRO7 CONN.E CTON TD METRO SEWER
PROrfiC[ PROPERTY IN -r IJoTE:- '(EMPo2n� �( GoJe BUG ¶oKl MAmTRWED 13Y OWNER -
tHF CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT. HAY _5 ryg WRN¢C[ION TO TBE LOB IN<H DIAaRR S[W88 08ALL D1 U pa -
INTERAUPT NORMAL TRAFFIC FLOW SMALL REQUIRE AN APPROVED TRAFFIC GO.YTROL' UNT6 IL BAS OELY SNSPeC[EO AND AFPe0V80 BY M8TH0. NOS Le BAC¢ILLED _EASEMEN"(.MA-( ` -_rL EX, M1: RO M -_ E C, S/3
PLAN BT THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PV0 G -FO2 9AnI1'TATL 5E�4/E -. D /A•{_ •T�Z G�'N WAS i% AS-BUILT
WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23, '.. 6. Txe 8 TERM LONaLttON SHALL 08 HA08 AT LEAST NO F88t PROM THE ppf T GOh.IKIEG"rIOT.I. -TO METRO �Of
TRAFFIC
CON SIW,L APPLY. NT IN Txe I03 INCH OIANeTeB PIPE AND SH.U.L eN[8R THE I08 INCe PIPE AT MAN Ho LE /��gP „ ,, ' 'C•O
SHE PRO- IS ''TE.1..G . Sod! S'o�yG- -"" '
Oe a u-aD IF a LocATtoN :. X06 20o syu. CaYLAar7! ulY _ y - -S?I= t THIS DRAWING REFLECTS THE AS
POSITION OF THE
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18. SPEC AL DRAINAGE MEASURES HILL Q . - F
W[iHIN THE AQUIFER PROr¢CCION AREA. - I. TIE MEY CONNBC[ION TO THe 108 WCH DIAMETER S[Ke SHALL Be MANE BY COST _ - I UNDERGROUND SEWER, WATER AND STORM DRAIN SYSTEM AS
DRILLING AID USE OF A DUE- SHOP AS DISTRIBUTED BY e.T.e.e., INC., - -GEC 12 tYPE.. I.. .� Fug Q:r,YAt�h SURVEYED & LOCATED THIS -...- -
�'- 19. -- ALL - LOCATIONS. OP:H%ISTING UTILITIES SNONN Aa APPR ISTHAT¢ AND IT.,EHALL ,.. M.I DROM OECHAeD,.TAC 1 -.-UK 98408. (X06) 6X}]]32. Z,Ad _ E 21.'/ , P A GOAL hI 116. OI.J -
a SNE CONTRACTOR'S RESPONSIBILITY rD VERIFY TNH TRBE ANN CORRECT y "FE IN 3E =27.97 ' FE(L APvJA 5'(D. PL-AIJ g-8 Gg_ -_ZO TTYPE _ - IAC Ir
LOCATION SO R TO AVOID DAMAGE OR DISTURBANCE. VER B. THE CONNECTION SHALL Be PLUGGED AND NOT PUP INTO SLRVIC6 UtlPIt SHE /2" /E /NE e21.31 ' - _G13 #Iq- •'(PPE t�EE of AIL 15 g n
TRIBUTARY STSTeM HAS BEEN CLEANED, INSPECTED, TESTED. ATPeOYS. BY THE dLT Wi 2A3O T '(H. SNEE'� yPFP /N2 =`E° -Eg !4� FC /RTE yO�' yI AY -T /. - u' f➢ ~ F
CATCH SHALL BE PER APHA STANDARD PLAN H 1, WITH ATHA = CITE De INDY.S. .... __. /2 R E.uE9 /z/.93 !NS= z°.'/O 0 °URV DATES .1`x�,eG. FDA N - -
DATE.
20. E 1 C HAS _ 12" _- 9 J
s SHALL R _ /2 " /EWTWT2I.SY �3. _ P.L.S. A9690 v / E d ti
8 ABOARD 2 P AND GRATE. TY CATCH W /y "/E OI[fE-2n•zY
A r6x A PLO e Al. PLO x eRAMre e. _ G8P' 11, 1-(Pa I W� 2
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21. IT SHALL - St t ITY OF THE CONTRA OBTAIN STREE U R!M = 2438 ,� -(\ Gg.It� �Y } o }. 3 0 \ D
-y ••ZfA 3E 2 /.9d W _ F3 \ H D W `) F d- >
ANY OTHER RELATED PERMITS 0 0 ANY CONSTRUCTION. /, 8s \ P, `� <ALJD GOER /�rO P'_Y GONG. BLOCK. BLDG. W G UA
GRAVITY OIL /WATER SEPARATOR PER PACIFIC INTERNATIONAL PIPE AN ]2 K. /N E+ 2d Ha - CO GLEALIO IJ-r �a -ZCj.¢ j 3'
z2. D - ::G13_ -- 15. -r'f PE I `� d /AN= 2vyy \
ENGINEERING, INC. NO. 5]3 12"I6 CUll'S=2e•83 II S II l- I.E. 11=1.91 t.'
WITH Is IN DIAMETER Llxc e R QUAL. RJAX '00. 9y 40- _ hD gSLF -"25D 13LP -.6 S2 - 3 w
t0 ADNST COVER TOP ELEVATION ADD FULL RISER RI 4 A EXTEND BAFFLES TO - ZO' WnrE2 LIME -- - .-- LY'.'e2„ \ 1.5 II �� D- ` 3 �' Q
I.E.= 1 �i° Al 5OLF- 'IZ.:SD @- 0.5. %_.
UNOeRSIUB OF COVER. -. / 8'.39 "- EASCMEhYP - C. -.I.o -__- � I.O% II �J LF�b Sh @Ej.O % -- / � 6X1 )
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