HomeMy WebLinkAboutR-426608SW 114 SEC TI O Il TOWNSHIP 24 1 RANGE 5 E, MYNA .
KENN YDA L E L. 0 T.,
SURFACE WATER STAN13 AIR 0 PLAN NOTES: SURFACE WATER STANDARD PLAN NOTES)
E � pL THE FOLLOWING I5 A LISTING 4F LIENERAL NOTES THAT SHALL BE INCORPORATED IM THE CiR1UNAGE PLAN SET. ALL THE NOTES Ui'1 THE LIST MAY NQT PERTAN TO EVE]dY THE FOLLOWING IS A DSTING OF GENERAL NOTES THAT SHALL BE 1NCORW'ORAFED IN THE DSR,4INA{lE PLAN SET. ALL Tr-� NOTES ON THE LIST NLAY I'pOT PERTAIN TO EVERY
PROJEJ THE APPLIC I OR OWNER. HEREBY REFERRED TO AS APPLICANT. MAY STRIAE OUT IRRELEVANT !NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE Pi THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRJRELEVAN T NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THE
APPLICANT 5RkLL NOT RENUMIJJ NOR EDIt THE REMAINING NOTE& AL IF ADDITIONNOTT! u AJ� NEELDI:D FOR 5PECII°IC ASPL;J THEY SHALL 9E ADDED WTP-R III APPLICANT SHALL NOT RENUMBER NOR EDIT THE RENWINI NOTES IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
I 11
r Sri WATER STANDARD PLAN NOTES SITRFACE WATER STANDARD PLAN NOTES
BOLT-DOTNH SLOT. yIg .
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SEE DEFAILAJIM BLT-tib'/Ik OSLOT. I Imo. I 6E-FORE ANY CONSTRUCTION OR OEVEI.OPTIIENT AllOCCUR$. A PARE-CONSITRLLCTIQN MEETnq€,; $m l-.L III IAil Ti CITY OF KNTON, HERE'.91� 19. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHIEB. WHERE REQUIRED, SMALL BE OF SOUND (MIARRY ROCK PLACED TO A MINIMUM DEPTH 6F ONE (1) FOOT
TIT. NOTE 1 I L k TE ; T� *10 REFERRER TO AS TIFF CITY. THE APPL3CJsNY, AND THE APPL1CANT'F WNTAACi'CIR AND Sl MEET THE FOLLQNFNG SPECIFICATIONS
Di
1 IA, NO
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Jil
• 4 - B INCH ROCK.,40 - 70% PASBUNG;
/ I A A - -I I 2. THE APPLFC.iWT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATF_ Al FEDERAL PERMITS PRIOR TO CONSFRUCTFON . 2. 4INCH, R4CK+90. 4o% PA$^pINCa; AND
.LESS THAN 2 INCH ROCK) 10- 29'k PASSING-
20 L _ 3 AL STORM DRAINAGE IMPROVEMENTS SHALL BE MSIG14ED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST El OF THE Cr1Y OF R£NTON SEJRfACE
E
- - WATER DESIGN MANUAL (RENTCIN SWOML RENTIJN MUNICIPAL ODOE (RMCj, ANLSTHE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL T9. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYgTSIMB SHALL 115H INTERCONNECTJ1W AND SHALL BEPARATELYCONVFY COLLECTED %OM T41-t4i
n I T CONSTRUCTION PREPARED BY Vi AND THEAMERICAN PUBLIC WORKS ASSOCIATION (APWAJ. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO
1 CONVEYANCE SYSTEM OR FLOW CONTROL FF,CiL ON THE UM UNLE55FAPPRCIVED BY THE Cl FOOTING DRAANS SHALL NOT 6E CONNIJ TO QN-S[iE BMPS
Cy- 47el iIPI:F ANY FRRi4R, nUil LSIr1N I',4R VAI JATIC.HJ FRrldl THE Al Iii IIRF MFJ JTR I IN IT IN THP Pr Al AL I f.nR9FrTJInJ RHAI I. RF AT I AMTIrINAI. I;CLST 7C7
I I r I TFIE CITY 4 THE III OF E{4[+i STORM 13RAJN $TUB $HAU ICE CA7PE,p. A CLEANQUT TOPPEd WTH A BOLT- Ii]NIf� LID h�gW13'STORM' pP -DRAIN' SMALL BE I -COATED AT THE
f /'1 �� 4 _ _ _ i PROPERTY LINT: pR AT THE Pciiw OF CONNECTION OF A PRIVATE STGFtTA DRhrNAG# uoNVEYAJ SYSrri PER THE CITY STANDARD PLAN 227 00. y 4
�► j 1 APPROVAL OF THE ROAD, GRADING,. PARKING, BUILDING. AND DRAMWE PLAN DOES NOTCONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION {E.G. HATER,10 04 i BOLT -DOWN SLOT DETAIL SELLER. GAS, ELECTRICAL III PLANS FOR STRUCTURES SUCH AS BRIDGES, FAULTS- AND RETAINING WA LS REQUIRE ASEPARATE REVIEW AND APPROVAL BY
{� THE CITY PRIOR 76 CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SIU',LL BE CONSTRUCTED ACC+ORDLI TO THE APPROVED PLANS- ANY DEVIATFON 21. ALL STORM SYSTEM EXTENB10NS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTOTJ STATE AND CUT SHEETS SHALL BE PROVIDED
- - SEE NOTE 1 - IROM THE Al PLANS ViAEOLIJ COOR1311iJON FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. TO THE CJTY PRIOR TO CONSTRUCTION
oul nLLYo1TrnFAx j 33UNIPIPOLiui 8 BOLT -DOWN SLOT DETAIL
J KKR R7
Ell No l 1 ' 5. ACOPY OF THE AP13RCFVED PLANS SHALL BE ON THE JOB SITE WHENEVER GONSTRIJCTNON IIN PROGRESS. 22 ALL NEWLY-RISTALLEDAND NEWLY-FiEHABfLrfATED 03LPSLfC AND PRh+ATEI STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
S ACCORDII FO THE CITY STANDARD PLAN 36AA0. CCTV INSPECTIONS AND REPORTS S3-LOLL SE SURUIFTTED TO THE CITY PRIOR TO RECEIVING APPROVAL Tr} IJNST-�J
TOP
w >I TOLD 9 THE LOCATIONS OF ALL EXISTING UTIUtIF?S SHOWN till HAVE SEEN ESTABrLISkED BY FIELD S43RYFY 6TAINED FROM AVAILABLE RECRI]S OAND $NAki PRKTIECT CURB$, GLITTERS Al IMill
J THEREFORE BE CONSMERED APPROXIMATE ONLY AND NOT Ni SS.ARILY COMPLETE 1T IS THE SOLE ESPQNSIB ILTEY OF THE APPLICANT AND THE APPLICANT'S
i:OWTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL LFFILITY LDCATIONS SHOWN- AND TO FURTHER DISCI VER AND AY(ND ANY OTHER UTILITIES NOT 23, ALL STORM $Y$TFl,IIS AND CONN@CTI TO EYJSTIHNO MAIN$ SHALL 8£ TESTED FN ACCORDANCE WITH SECTION ms.31 I) OF THE YISODT STANDARD• SPEGIFECAT ION$
W RECESSED LETTERil SHOWN HEREON THAT INKY BE AFFECTED BY THE. IMPLEMENTATION OF THIS PLAN THE APPLICAJNT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL AND IN THE PRESENCE OF A REPRESENTATIVE OF THE Cl STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTAll AT THE SAME TIME THE MAIN S7J IS
UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHARGES TO THE APPROVED PLANS THE APPLAICANT SHALL IMMEDiA7EiN NOTIFY THE ENGINEER OF RECORD IF A TESTED-
1 R20-. SEE NOTE 2 CONFLICT EXISTS
2E. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED. GRADED, LANDSCAPED. ETC J OF THE DEVELOPMENT SITE, TO MAINTAIN THE Ni CAPACITY OF THE SCIL
00
0 7. VERTICAL DATUM SHALL BE I MAND HORIZONTAL DATUM SHALL SE I I !WA 5TATE PLANE NORTH), UNLESS OTHERWISE APPi BY THE CrTv EITHER STOCKPILE AND REDISTRIB47TE THE E]IISiiNG DUFF LAYERA"NATIVE TOPSOIL OR Mill THE SOIL WITHfAMPC16T IN ACCORDANCE WITH SPAN°ARD I r,
REFERENCE BENCHMARK, DATUM. AND ELEVAT10NS SHALL BE NOTED ON THE PLANS. 2&S,W.
001
1 THE i 1 M T V I 7T•N P i 3N I J T AN R I TTY
11'T 9 ALL UTTLTYTRENCFi BACKFILL AND ROADWAY Si SHALL BE COMPACTED TOM MAXIMUM DRY DENSITY PER SE;CiTON Z•118.3(id1D - COMPACTION AND 25 SSUANCE OF F: SL114f71NG OR COTNS RUCT ON PER I $Ia T111e G TT pD�$ NQT R>FL EVU E AP L GI�T+T OF iME CC]Ni U Nis LEGAL K76L GA ION PLO LLa9 L
MOFg iil CAkTTi4l Ti OF TILE I STANDARD 5PEGIgUliTlI IN PER MEJJ PPI AND IJrH1ER INFILTRATI9H AREAS, ALL TREUCII UAG11FIL4 Li HALL 4;4Nn9T9I7 WITH �TPRJ L7Til T11E CITY PQ95 wQT AGiANY INFLIG11TIJ7N FIR T11E PK PFR FUMPT"INP MIP MAINTFNANGE 4F TI IE STORM
BE FIRM AND UNYIELDING BUT iN ND CASE SHJ BE COMPACTED TO MORE THAN 92% OF F,dAXWUM DRY Dill SYSTEM PROVIDED DURING GONSUCT90N, TR
Ud
f 5 OAPPR APPROVED PLAl Cl NS. ANYTOPEN CUTUBHA L BE ESTORED IN ACCORDANCE WITH THE TYALLOWED UTRf NCH CRE ISTOORAATION STANDARDS �E GTTYARt3 N4iE4 DN T�1ESE 2S THE PURL C ANJ TO pRp7ECT PROPERTY NPROMI CONNECTIDN w TIIi�iH PE ORMANCE Or WORK. SENT, PLAGGERS. AND ANY Ei � PROVII oANY WOpi IN THiN17HE TRAIAF�ED D SAFETY �
RFGNT•OF•WAY THAT MAY INTERPLTPT NORMAL TRAFFIC FLOW SMALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED I TYTE CITY ALL SECTION13 OF THE YASDDT
G. ALLTLL PkPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AN 0 GRADE PRIOR TO THESTARTOF CONSTRUCTION.WHERE SHCIY4TIJ ON THE PLANS OR WHERE STAINRARO SPEGTIGATIDNS 1-110 TEMPORARY TRAFFIC CONTROL SHALL APPLY
DIRECTED BY THE CITY THE E7KLSTING MANHOLES, CATCH BASAJ OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED.
L$OMETRI ISOMETIRLC 5' :? PROJECTS WCATEO WITHIN THE Call AlPROTECTION AREA (Al SHALL COMPLY WITH SPECIAL REDUIREMEINT N6 OF THE I Sl AND AQUIFER
-----! ZO T i ,ALL FLOW CONTROL FACILDTES SHALL BE INSTALLED AND IN OPERATION PRIOR TO. OR IN CDelJL1NCTIDN will ANY CWNSTFRUCTTONAOTIVITY UNLESS OTHERWISEPROTEC44GrJ I MI-NN IKS (RMC 440501
2[• APPROVED BY THE CITY.
29. PLACEMENT OF SURFACE APPURTENANCES JCAITCH 8ASINNAN40LE LIDS, CLEAN41-17S, INLETS, ETC-1 IN THE STREET TRAVEL LANE WHEEL PATH, INTER=IONS OF
r�• STREET TRAVEL LANES, SUITE LANES, SIDEWALK$ AND CFTOSSWALKSSHLALL B£AVOIDED M4 ENEVEr;•, POS..IBL£. Al SLlRFACEAPPUR'T£NAll PLACED JN A
t2. ALL PIPC AND FOR
AND
SFiALLT3E 46T D4J A FROTHILY PREPARED FEU NECESSARY
IN ACCORDANCE HE T THE H BOTTOM
STATE OFGP OFT E FO STANDARD SIDEWALK OR CROSSWALK SFJJ RE PITT� WTH A NON -SLIP OR NON-SHID LID PER AAA NEWIRkrIAENTS.
.� SECTION B SPECIFICATION FOR ROAD ATJD BRIDGE COINSTR1JCli0N THIS SHALL INCLUDE NECE.35ARY LE'JELJNG 0r= THE TRENCH BOTTOM OR THE TOP 4f THE FOUNDATION
1 SN9- Max 5 MATERIAL. AS WELL AS PLACEMENT AMC COMPACTION OF REQUIRED BEDDING WATERAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
3• SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE ALL PIPE BEDDING AND BAC3KFILL SHALL BE A&SHOW" ON THE CITY STANDARD PLAN MIN. 220.10. AND 29. CLEARLY LABEL PUBIJCAND PRIVATE SYSTEMS ON TtlEPLARS. PRIVATE SfSTEME SHALL BE MAINTAINED 6YTHE APPLICANT.
} 7 OR b EQUAL SPACES 22020.
a 30 MINrMUM OOYER D''/Eii aronM pHJ11riP,fjE PIPE 3HAL,. U4:WF0RM TO TABLE+.2.7 2 OF TFrE REN'F9i
R39. SEE 12 ❑IRIll OF FLOW 3' U. STEEL PIPE SHALL BEALUM IN.IZED. OR GALVAJVI7FD WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE NND OUTSIDE
SECTION JII 31 CONSTRUCTED PfJ LeEABLE PAIIEL4ENT SHALL 8E PERMEABLE EN01JCiH TO ABSORB HATER AT A MIMMLIM RATE t]F 2tl INCHES PER HOUR IIAhtFJ51A7£LY AFTER THE
-- Li. ALL DRAINAGE, $TRUCTURIFS SUCH AS CATC}i BASINS AND MANHDLt;$ $BOIL 815 1I7 Ti WITH 1:31IRON. BOCF•LCIC- ,G LLO:I PER THE. CITY STANDARD PLAN P,B,VCh,1Fif,IT ,µ7IJGTFAU^C HAS Iiiii WET TU C,QNT INU()J FOR AT Li w lArNL11'C$ r0k! L-Il NUC WITH THIS MINIMUM RIyTC ESl a ii PRIOR To
zi w. r:04 zD. 2m 3ND o, Rw a0. A2o4 so. IsTRiJGTIIREB ar1ALl WAVE. CONSTRUCTION APPROVAL OF THE PAVEMENT GCNIPLIANCE MAY BE CHECKED USING A SIMPLE EUGKET TEST IN IIICH 5 GALLONS OF WATER IS POURED ONTO THr
4 SINS' MAI{- • RECTANGULAR DR ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND OIJTSIOE OF THE fUMIDWAY. PAVEMENT SURFACE ALL AT ONCE 1F ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THU PAVEMENT IS CONSIDERED TO MEET THE
AIDING, SOLID LIDS WHEN NOT OOLLEGTINf3 RUNOFF, AND LOCATED w THTHA THE FtDIIpVUAY. BUT OUT51gE GF THE CURB'.OUTTER LINE MINIMUM RATE OF A3JSORPTICIN AT LEAST LINE TEST 611ALL BE CONDUCTED PER L.l SQUARE FEET OF PERMEABLE PAVEMENT IF THIS TEST 151NOT CONCLUSIVE
elVr
NOTIES- SE�`T1O 5ECTION B THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED FOR LARGE AREAS 411 PARKING ARIJ TESTING OBSERVATION MAY BEACCOMPLJ6HED gpHI
T 4ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT•011 OR 1N ALN EASEMENT TO THE CT1-Y. PRIVATE STRUCTURE LIDS OUTSIDE 44AiYJNG J36H1h,D A SLOWLY LAovi WATER TRUCK DIECHARGING WATER AT ARAT E SIMILAR TO THE RUCKET TEST PERMEABLE PAYERS SHALL 6E TESTED L16JNG' T, 1300-DOWN CAPABILITY IS HEOU RED'ON ALL FRAMES, PUBLIC RIGHT-OF�J'AAYA14D EA�SEMENTSTO THE CITY SMALL NOT DISPLAY T14E CITY LOGO ASTM C1711tGRATES. AND COVERS, UNLESS OTHERWISE SPECLI'll
PROVICe TWO FiD IS IN TrTE FA ME TJ AFM
VERTICALLY ALIGNED WITH THE GRATE OR COVER 5•L075 15. VUktJ]INGS AND OTF�R STRUCTURES SHALL Bi: PUACEq IN ACCORDANCEVIII J'i :ABLE 4 1 EASMENt WIDTHS AND SUlk0IiNG SE:TT3ACKS LINTS OF THE RENTON SWIM.
THE FRAM£ SHALL ACCEPT THE S'W-TI 12LALLINJI- HERD CAP SCREW BY BEING, TAPPED, OR 6TH�R Hl APPROVED MECHANISM. L{1CATFON OF BOLT -DOWN HOLES 1. BOLT-Cl CAPABILITY IS REQUIRED ON ALL FRAMES. GRATES- AVIDt+i. LiDB i1F M 1NH4LESJCATCH flTtiSINS VTFTHr#N PUBLIC RIGHT-OF-WAY SHALL NOTE ADJUSTED TO f NAL GRADE UNTIL AFTER PA4fNN{I, Ail MANHOLBACJITCH B IS1N RIMS
VARIES BY MANUFACTURER. COVEFFS, UNLESS OTHEIZNAISE SPECEFIEQ PROVIDE TOY❑ !TOLES ILKSHALL BE ADJI15TEp TO BS FLUSH WITH FINAIL FINISHEDJGgA' DES, IJJNkE$3 OTHF_RWI X SHOWN.
11AWDLE THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
1 112' 2. ALTERNATIVE OF THE RIB
DL SIGN
FlV7rNO DE8ISTNB ARE hiFL"EPTaHI3= IN C,0vFR $LOT$ THE FRAME SHALL Ai:4'i�PT THE Mr 1 T NC K T AL LEN
LIEU OF THE RI$ DESIGN H12Ab CAP SCIREW BY BEING TAll OR OTHER APPIROVZO S7. ALL E DRIVEWAY HE B0 FO LOCATEDI WITHIN CiTY RIGHT-0E-YI'AY SHRILL BE OF SIJFFICJENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE
.0 E LOL�1 C DRIVEWAY TO THE BOTTOM OF THE DITCH
3. REFER TO STAPIDARO SPECIPkCAIH7N 9-Os 1SI21 FOR MECFiFURI$Ai. LOCATION OF BDLT�CYA'k FLDLl;S VAFtJES BY
ADDITIONAL REOUIREFAENTS MANUFACTURER.
4 FOR FRAME DETAILS, SEE CITY OF REJ STANDARD 2, REFER TO STANDARD SPECIFICATION IW8 FOR ADDITIONAL
PLAN 2D41W REMIREMENTS
0�3 FOR r-LPA,N� OSTAILS, SFE STANDIII KAN s04 JIG
UNLESS Q}i{:1IWIiE I iHIAW1NG TIS I I kALEfil UNif35 OTHERVi15E ii pI4AWL46 IS NOT HQ SCALE WTMI L2lCi]IiAWI5E NJ77iA 13RAWIMIG 45 NOT T❑Srur(NTsA UNLESSOTTNTRWSE NO'FU. DRAWINOIS NOT TO SCALE Ii O
STD. PLAY - 204.10 STD. PLAN - 204.20 STD. PLAN - 267.00 STD. PLAN - 267.10 Q
• PUBLIC WORKS JJ rJ • PUBLIC WQFRI(5 Jr PUBLIC WORKS SURFACE WATER STANDARD PLAN Wider: . PUBLIC Jill SURFACE WATER STANDARD PLAN Q ar: 0
DEPARTMENT RECTANGULAR SOLID METAL COVER GA Z 9/29/201.3 :45 a DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 f AS A[ � DEPARTMENT 8/13/2020 I 8:4 DEPARTMENT /13�702{� I 8
NOTES #1 OF Zj actin Pastul;ha NOTES �2 ❑F 2j artirti PastuGh� 0
•,�.:: wrc., hgr,�„rqu DATIE Nkapr F;k, wo,u DATEco
w. ........ .... r..i,-.,,:...,
T,34FGfdIRi4L0 TTd t19E'hfrtikJatJliFsWdiO P4T�
PLANTING Bf05AJNDISI'uRalO UTmNi!Fr O T I I AREAS,
VEGETATION. SEE NOTE 1 SEE NOT1e T
sJa• FLAT FACE GaTrIIc RECORD DRAWING
UNDti57UR6Ep - •I GRASS, SEED DR SOR
NATIVE v-.r&1ATION ti E" :j'
,- NAVD88 C.O.K. ID#43006 BRASS DISK
PIPE ALLOWANCES
FRAM AND VANED GRATE iiIail ' DIA N CASE E = 42,126
'
UNDMTURSED NATIVE SOIL 'r f LINOISTLIRBED NATIVE SOIL MA%IMUM
PIPE WATERI INSIDE 1JA' DIA
DIAMETER CAP T�1� °1A �. I N T E R S E C I O N OF LAKE WA B L V D,
`�• iREtWORGED OR PLAIN 11 OPEN PICI HOLE 1' SCREW (ALLENI-I NASi5" CIAHRS
ti �a CONCRETEi2• } PLAN VIEW CON A B' DIA BOLT CIRCLE FRAME SECTION COVER SECTIONMOUNTAIN VIEW AVE N, 8c N 33RD ST
ALL III PIPE 412 **NO CHANGES ON THIS PAGE**
� CPSSP',
STD. SPEC. M&M }
OPTION 1 - NO DISTURBANCE
-- 1'. 21.A,-9'. 12'. OR 24' SOLID WAIL P4+G,
STD, SPEC-9-0d.12(11 TS IRON FRAME ANPAVEDAREA (TYP.yAND
PLAN71 QG REPS TURF III aREA5
COLTER. SEE NOTE 3
ONE Na LI,,R }'LQbt* FOR W" IpHT I'ftOEILE WALL F'VC. IZ' 12- tATF_J CLFAA06FF R15M
*0 .' I .I I„I,:,.I III WCREIll(SPACED Ei0iI. STD. SPEC.9-05.12(21 4� � 2'ABDVEDESIGN PONOING
X-CnR90RLSr �'K30D CHIP MULCH i
r STO. PLAN ZUa3 l} �� Al I , I; ', �':I .,. y. GRASS. SEED OR SOD 1 = - _ .
Fill OR PER PLAIN F6ASKE-IF.D
RECTANGULAR ADJUSTM LNf SECT] ON ' CORRUGATED iFOLYET HYLF�JE Si#NkA :i DESIGN PONDING KR1fK CAP OR SIMILAR
T Si 4vER PIPE ELEVATION 4' SIREAMDED COSSLES
-- _ - V CLASS `B' PIER WSDOT win1112;
� OF COr4PO$T INGORPORATm 1.7E OF COMPOST MCIJRPORATFU INTO Mc,r,ES: A$PHALt. $�E A147E 1 �- -
INT9 E OF SITE SAIL [TOTAL 5.2F OF IiiTE SOIL (TOTAL AMENDED DEPTH r$� `1b T' L:OMPAC f ED SAND IAIAIENOED DEPTH OF III FOR A i OF A 5'. FOR ASETTLED DEPTH OF M) , . g T ASACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN 51 Wild T.i FOR IARALNS
SETTLED i i OF IV; - L � � IN THE PRECAST BASE SECTION FIBERS (PLACED 1N PER WSVQt q-03A:44)
I ACCORDANCE WITH STANDARD SPECIFICATION
MIS 50(9jJ. OR WIRE I HAVING A MINIMUM AREA, OF CLEANI T RISER. SEE NOTE 2 r
8.12 SQUARE JNCHES PER FOOT SHALL BE USED WITH '{1
B' I -- II-- --'T- I; 6+� Eti THE IIMUM REOi rREQ REHM SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
i SUBSOIL SCARIFIED +I.11 f]W I SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
sURSK''IL SCJYWlr*P v PELPIY oOmFTDST AMEJI&]ED LAYER ' ACCEPTABLE A-TERNATTlE TO THE REBAR SHOWN IN
` THE RECTANCFULAR AOJU 9TMENT SECTrON, N7RE A4ESH CLEAl Rl;,( _
.Iak+P[a9T AMENDED LAYER ;1r aELOwsOIL 5L:RFAiCE1 � ._
f 12' BELOW SDILSUIiJ - Na BAR EACH CORNER f I HAVING A MINIMUM APED bF J..12 SQUARE IIIPER SOILTFGHT 45' ll SEE NOTE 2 - .. ._
FOOT MAY BE USED I-
C WYE
2. THEKWjCIJ QIAMETF-R"LL NOT W &RFA7ER
THAN 217. KNOCKOUTS S4UsLL HAVE A WALL THICKNESS SOIL TIGHT
L OF 2' MINIMUM TO 2.3" MAXIMUM. PROVIDE A 1.5' COUPLER mu
OrTill 3, 3, All 4 - AMPIID 114 Pill I1fTOCKrli.S AND AiREkMO MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE �;� -- l-
/ _ I QUTSIi]E OF THE PIPE. AFTER THE PIPE IS INSTALLED. UNDERDRAIN. FOOTING Il
i THE GAP WITH JOINT MORTAR IN ACCORDANCE WF1J UNDE
III BAR I SIDE Y•' STANDARD SPECIFICATION 9•1 1 COLLECTOR, OR Y
ROOF DRAIN COLLECTOR
PLA,NTili lED& TLIRF MWN)All 8. 171E MAXIMUM 011 FFiOl4 THE FLl GRADE TO PrPE, SEE NOTE I . -- � CLEANOUT MISER LOCATED WITHIN
THE LOWEST RIPE INVERT SHAS Si S FEET
rT 43 BAR EACH WAY A- THE FRAME AND GRATE MUST BE INSTALLED WITH THE
t31ORETENTION PONOINO AREA 1 • GRE
WCIL3Di:LiIP / FLANGE DOWN. JJL y
� �� C,Iik5S:5E€D OR SDD -ill Who;
•�� of wA`��%f J.
MILIJ I, .',CC 010 /� rr • f IY
FLrJN 2>izeo NOTfSI L�L�cJ�sT BASE SECTION 5 TfiE PRECAST SASE SEL�i flV4d hTAr HAVE A ROUNDED T4 OVERFLOW - �r � - G�
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF STRUCTURE= OR ^ RECORD DRAWING
ZQ 1r1.7dY 9R STEI@PEi4. STORM MAIN 't • r, 022 �,l _ Z
1 AND %E STdRIiVESETATTIIDd1AtKDSOILETOFIE �r MECHANIC.pLPLUG OR
PFibTECTEd a i10MCON5ilIUC71UN IMPACTS 43 BAR HOOP A THE OPENING SHALL BE MEASURED AT THE TOP OF THE CONTINUED CONNECTION
6.T� m.PRECAST BASE SECTION. INFORMATION ADDED B Y
5' IW- II.I,IIx I T+lPI; "WORT i TYPICAL CLEANOLFT CONFIGURATION � � y5025 9 �
I opsoil.IompAil TOPJaA I GIENERAL N I ALL PICKUP HOLES 9T1ALLL BE GROUTED FULL AFTER THE �' F' T E R R A N E INC.
3 (COINLET HAS BEEN PLACED USE GROUT TYPE FOR NOTES: � G J S T Eg' 1
DErTn1 r I 17EF'1FII
ro.JAEPSaME Bill DEPTH. WATI=R SCSIL 43-SAR EACH STANDARD CATI N IN CC DAT'JCf~ WITH T DLAM4ETERTO BE 6-INCHES MINIMUM PRIVATE, 9HNCRES MINIMUM PUBLIC. UNDERDRAN PIPE PER STD PLAN 2B2 10. S O REPRESENTS THE RESULTS OF A SURVEY
sup frt:lE.nlLr I Fu�Y �AlOfrwir mlrn2Dl L-UHHtH 7Jf MIN. NAL LJ11"'
cj. JSING ERd6rON Ii ALL GRADE RING$ AND Cill SHALL I SET IN 2 CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNCPERDRAIN, FCCM J3 DRAIN COLLECTOR OR ROOF DRAW COLLECTOR PIPE. CONDUCTED IN AUGUST, 2024.
-_~ �.., 2 COMPOST TO ISTD. I M.9a MORTAR IN ACCOROAp1CP WITH STANDARD 3 FRAME AHO LAVER SHALL BE EJ PRODUCTS M7521PT AND 3fiFrAPi OR APPRCFVFD Ed UAL COVER TO BE LOOKFNC, WITHI A1LE 3�IEAp sol MAD -STill W � � � r y
5S1R5OIL L9f
SUBSOIL I9 '. SCARIFIED B' ANSPECIFICATIONDIF AL3. THEN APPLY MORTAR TO INSIDE 'Di
f AND OUT4IDE OF ALL IOHNTS, RINGS, RISERS -AND
r BF1ON'IAiPOHFE6 � L:OMPI,CTTpJ4 OF TOPSJJIY JWri�Rr REOLJIR€DJ FRAMES
SCARIFIED &' '. ; Jj' tOPt-,OLRdI% TOIM TO ON OF STANDARD PROCTOR, 4 FOR CLEANOLTTS FULLY OR PAR TIAL LY WITHIN UNPAVED AREAS UUTSiDE OF BICpRETENTION PONDIJ AREA POUR S- TMJCI( 2'a2' SQUARE CONCRETE COLLAR
9SLOW IMPJjRTt;p AROUND FRAME. CONCRETE COLLAR SHALL HAVEA MINIMUM COMPRE59WE STRENGTH OF 3.000 PSI. IN COMPLIANCE WITH
it � I T H CITY OF
R E Ll I TO 1STANDARDS
T ik li I D it R D
rOPF;aI I w>< \ < SEEGOMIRU0110N PLhHB FOR 9F}EK;IFIK 9 MORTAR SKI L BE MIXED AND APPLIED PER }j jj I 111 I 1 i� j`*1 iI L,J f
tAANIJFA<(,TIARER'!$DIR{,TION$ GENERAL NOTES:
•.. ? 17 - PROJECT REQUIREMEidFS.
To FRAME SHALL BE ADJUSTED TO PAVEMENT GRAPE BY
OPTION 5 - IMPORTED TOPSOIL TAPPING UNTIL FRAME IS ♦:LUSH WITH PAVEMENT AS I LLLAN(JUi3 FOR UNDERDRNtN. FOOTING (DRAIN COLLECTOR. Al ROOF bil CCLl£EMIR PIPES SHALLI INSTALLED AT A MINIMUM OF EVERY TOO FEET, AT
LINLESS QTMI I DRAWING :SNJ SCAJ£INTS1 r� VMRIJ NTH A ETRAiG%TT EDGE OF 3UFFICIF:NT EVERY M DEGREE OR SECONDAfi DEGREE BEND. AT THE END OF EVERY COLLECTOR Pi AND AT ill END OF AN LINDERDRAIN PIPE NOT CONNECTED TO M DEVELOPMENT ENGINEERING
STD. PLAN - 264.00 LENGTJ OVERFLOW $TRUCTURE. ir'LRANDU7$ 51 9E tKIWALI-W TO Al r-I 6MAINTENAkCS JsCJl TO ALL PIPIr,I L_ ~,
\ I'L19LICWOI�KS I' x ID -It ALL MORTAR JDIN7SSHALL IJETRilIIUSHANO 2 ALL FITTINGS SHALL BE SOIL TIGHT ti�� •_
DEPARTMENTSOiL AMENDMENT SECTIONS G,q �I�$I��x$ I SEE NOTE 1 REnv�IN VISIBLI_ UPON COMPLETION SAMor an 10/05/2023 cn
3. CLEANKILTTRISER SHALL BE LOCATED OUTSIDE OF B10RETENTION POI WHERE POSSIBLE.
ALTERNATIVE PRECAST BASE SECTION 4 CLMOUTS SHALL NOTSE LOCATED WITHIN THE STREET TRAVEL LANE. UNLESS OTHERWISE APPROVED BY THE CIiY, r
w,s: h: •• •.-�••�',',. 'iTL UNLESS OTRERWMSE NGTEO, DRAWING IS 111711 SCALE (I UNLESS K3TITfR W EST NOTED. QRAwrhGi IS JROr TD SCALE {NM
STD. PLAN - 200.00 STD. PLAN - 226.00
• PUBLICWORKS APF D � � PUBLIC WQ��� ee rgn�any. J
DEPARTMENT CATCH BASIN TYPE 1 CaJ4F 912812018 I � i DEPARTMENT STORMSYSTEMCLE�►NOUT actin Pastucha 8/13/z� o �
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CONSULTING ENGINEER QESI�N°° BD � FIELQBdON: >_
Carr 2 Working Days Before You is 4N. TO R ICI DETAILS PACE;
IDEAGNMERs PLANNERS s v€ o s I] F E N T O N z
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llti�titLt Underground Lacaltivn Center eci r ~ - +AVEll J�[r 1, J4► V WA s °H���m AT I�,LL SCALE Planning/Building%Public Works Dept. � ��� � ���❑ PL �C 8 �
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NO. REVISION [- p p p R SCALE AccaRDuicLY
YLP 8 9
DRS PROJECT NO. 23015