HomeMy WebLinkAboutR-431008W T 4 SECTION 3, TOWNSHIP 24 N. RANGE 4 E, W IAA.
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2s• SURFACE NVATER STANDARD PLAN NOTES: SURFACE WATER BTANDARp PLAN NCTEBI
FLOLN. THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL RE INCORPORATED 1N THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY THE FOLLOWING IS ALISTING OF GEh£RAL NOTES TFIA7-SHALL BE F bCO RATED NTHE WtAINAilE PLAN SET. ALL THE LOOTER ON THB LISTI,IAY RDT PERTAIN T4 EVAY
W PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT. MAY STRIKE 011T IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THE PROJECT THE APPLICANT OR OWNER HEREBY REPE"EC TO AS APPLICANT. MAY S7RiKE OUT IRRELEVANT 140TES IF NOT APPLICABLE TO THE PROJECT HOWEVER. THE
in" APPLICANT SHALL NOT RENUMBER NOR EDFTTHE REMAINING NOTES. IF AUDFTIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS- THEY SHALL BE ADDED AFTER THE APPLICANT SHALL NOT RENUMBER NUR NG EDFT THE REMAINP NOTES. IF ADD] TIUNAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BB ADDED AFTER THE
7E E IT SURFACE WATER STANDARD PLAN NOTES. SURFACE WATER STANDARD PLAN NOTES. C)
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BOLT-DDYYN SLOT �d+••�I �d' h-II- BOLT -DOWN SLOT,
arr CETAiL AND I I _ BEE []E TAIL AND }- T. a QT ANW r�ONSTRUCnpN OR ➢EVCI gPktCrJT ACTIVITY oCCUR3, A PRE-CgN$tRIJC rlpe� I EEING BkALL HFI n AMONG TTtE CITW flF REFJTON. HFTiE6r 18 ROCK FOR EROSION PROTECTION OF ROA4StDB PITCHES. WHERE REQLIIRED.SW+xL BE OF SQ0.JH0 QUARRY f OC1S PLACED TO A MINIMUM i7EPTH OF ONE I11 F40T
2 1 f2" 17ilL [IDLE NOTE 1 II'F '_ll - - - REFERRED TO AS TILE CITY. THE APPLICANT. ANJJ YIIE APPLICAN 3 WNTFACTUR AND SHALL mEETTNE FOLLOWFNGSPECIFICATI4+J5
1 1i4' NOTE 1 - 4 - BINCIN ROCK J 40 - 70% PASSING,
A IMF f,
2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY- STATE. AND FEOERAL?ERMLFS PRIOR TO CONSTRUCTION. . 7 •A IN[,H R�¢[ 1 3tS . dfls5 PA$$RNG. AN4
A A&L _ - - 1 1114" - LESS THAN 2INC14 RCWK 110 - 20%PASSING c)
• _ I 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTHE LATEST EDITION OF THE CITY OF RENTON SURFACE
0/m/Fiz I
WATER DESIGN MANUAL (RENTON 9WDMj. RENTON MUNICIPAL CODE (R3.1C), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNJCIPA_ 19. FDDTINL'a DRAINAGE SYSTEMS AND ROOF pOVm5POLTT SYSTEMS SHALL NOT 9E INTE41CON4ECTE➢ AND $HALL sEPAPIAkTI:LYCUNVEYCDLLEEGTex3 FLOWS 70711E ,
CONSTRUCTION PREPARED BY YvWOT AND THEAMERICAN PUBLJC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO
I¢ CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE. UNLESS APPROVED BY T11E CA Tr FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -WE BMP5.
Ix us,CnRRFf'T ANY FRRL'1R. C1um SKIN (}Q VARJATICIN rPnM THE ARChAr RPM fiRPWIUTA FnL Wn iN THE Pk ANR AL I C-J )ARFC-nCINLS MAI I. RF AT Nn An NTInNAI. !.LIST Tn
THE CITY 3D. THE ENd ❑F IiACH STORM IORAIN STUB SHALL RE CAPPED. A GLEANOU r TOPPED Vlh rH A ROLT4.0CKJNG LID MARKED -STORM' OR'0FWW $HALL RI< LOGTED AT THE
PROPERTY LINE OR AT THE PDFNT OF CONNECTION OF PRNATF STORM 4RAINACB CONVEYANCE ,SYSTEM PER THE CITY STANRARID PLAN 227.00.
4 APPRCYJAL OF 7HF ROAD, i,RADrNG. PAAW4M. ALILUN0, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OFANY OTH@R CoNSTRUCTION IE.fa. YWATEPk.
4 50L1-D4YI01Y SLOT DETAIL SENJ>:R, Ga.°,. ELECTTRICAL. ETC.I PLANS FOR STRUCTLAi s suCH A,S @RiO ES. VAULTS, AND Zf AWING WALLS REWIRF A SEPARATE REVIEW AND APPROVAL. BY
THE CITY PRIOR70 CONSTRUCTION. THE SURFACE WATER ➢RAINAIGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION 21 ALL STkMd SYSTEM EXTENSIONS SHALL BE STARTED FOR LINE AND GRADE RY A SuRVEVOR LICENSED IN WASMNGTON STATE AND CUT SHEETS SHALL B£PRCVMED
~ ~ ~ SLL NOTE T FROM THE APPROVED PLANS WILL REOTJIRE COORDINATION FOLLOWED aY WRITTEN APPROVAL FROM THE CITY. TO THE CITY PRIOR TO CONSTRUCTION -E
I I OVTFAILEGSiiEEAM GUEkPNOL'L}LLUTANNFS SOLT-09 SLOT DETAIL
L� �$FF A*TF 1 " 5. A GCPY OF THE A PED PLANS SHALL BE ON THE JOB 5 T-f WHENEVER GONSTRUGTIGN w IN PROGRE55. 22. ALL NEWLY -INSTALLED AND NEWLY- REHA@ILUATED (PUSLICAND PRIVATEI STORM CONVEYANCE SYSTEI-AS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
r � ACCORDING TO THE CITY STANDARD PLAN 269.W. CCTV kNSPECTIDNSAND REPORTS SMALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
W TLaP TOP m - - - - - - - - - E THE LOCATIONS OF ALL EXJ$TING UTILITIES sIRDVuPI HEREON HAVE BEEN EBTAIE1. 14410 BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECDR03 ANC N AILI PROJECT CURBS. GUTTERS ANIMOR PAVEMENT.
THEREFORE BE {'.ONDDERED APPRONIMATE ONLY AND NOT NECESSARILY CDMPLEF'E IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND T}4E APPLICANTS
CONTRACTOR TO INDEPENDENTLY VEMiFY THE ACCURACY OF ALL UTILIF Y LOCATIONS SHOWN. AND TO FURTHER DtBDOVER AND AVOID Ala OTHER UnLF F1ES NOT 23 ALL STORM SYSTEMS AND CONNECTIONS70 EXNSTING MAINS SHALL 13E TESTED IN ACCORDANCE WITH SECTION 740,311) OF THE WSDOT STANDARD SPECIFICATIONS
3+£ RECESSED LETTERING SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL AND W THE PRESENCE OF A REPRESENTATNE OF THE CRY- STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM M
# UNDOCUMENTED UTILITIES DISCOVERED AND AM' CHANGES TO THE APPROVE!] PLANS. THE APPLIC.WT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD iFA TESTED.
M # # AIW. SEE NOTE 2 CONFUCT EXISTS.
# > 24 FOR ALL DISTURBED P£MVJ0LL3 AREAS (GIDIMPACTED, GRACED, LANDSCAPED, ETC.) OF THE 13EV€LOPMENT 57F, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL
7. VERTRCAL DATUM &HALL BE NAVO NI$ AND HORIZONTAL DATUM SHALL BE NAID 83 {WA STATE PLANE. NORTH I. UNLESS OTHERWISE APPROVED BY THE CFTY EITHER STOCKPILE AND REDISTRIBUTE T11E EXISTING DUFF LAYl3TAND NATIVE TOPSOIL CFRAMENU THE SQNL LM1p-fH COMPOST IN ACCORDANCE WITH STANDARD PLAN
REFERENCE BENCHMARK. DATUM. AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 2134.OU.
r # # # #gam #p# 1 9 ALL VMITYTRBNCH OKWIU A14P ROAWWpY $1.1114RAVE TOLL IIA GUMPLI,i;TL:R YQ M, MAXIMUM pqY P�N31TY mli NS�C N Z•44•2)(l4J9 • QQNlPAGTI0TN ANP 25. I$$LIANCL OF THE $UILDINO OR I;WNSTITLJGTIQN PCRMET$ pr THC CITY pI�I;S NOT RELIEVE THIli APPLIOAANT OF T4 C4NTTNUING LEGAL 4WIr,ATION ANQ*R LIA4ILIiY
# # 1 1fr MCIMRIE CONTROL TESTS OF THE VL+SDOT STANDARD SPECIFY, CAPONS IN PERMEMLE PAVEMENT AND OTHER INF4TRATI0IN AREAS. ALL TRENCH BACICFILL SHALL CONNFGTER WITH STORMWATN li pNSPgSp1 THE { ITr ODES NOT ACCEPT ANY 4BLIOiYTON FOR THE PFU}PER FUNGTIA7NING AND MALINTf#RgNCB OF THE STORM
BS F IRM AND UNYIELDING BUT 1N ND CASE SHA11 HE COMPACTED TO MORE THAN 92 % OF MAXIMUM DRY DENSITY 5Y$TEM PROVICED DURING CONSTRUCTION
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v � 0.OPE,N CUTTING OF E:}LISTFNG FLOAGWAY$ FOFt StDR6A DFIAINAL'df= WORK IS Np1 ALLOWED UNLESS SYEGFIGJ�IJ-Y ApPIiGVEd BY 7ME CITY Mld NCfiEP ON i7iESE 26. AdEf�URTI"c GAF EGUAR,1:}$. SAFETY PEVICE$, PqOT>�Cri4E EquIPMENT. FLAGGEIis. AND ANY oTHE:R hCtICNS NEEDED 70I>><kRTEOT tkiE L1Ft?. I-rEIrL'h-I AND SAFETY 0W '
5' APPROVED PLANS ANY OPEN CU* SHAL L LIE RF$TORE0 IN ACCORDANCE WITH THE GFTY TRENCH REST -cm TIAN VmDARAS. THE PUBLIC, AND TO PROTECT PROPERTY IN GONNEDTIDN WITH THE PERFOi hMANCE OF WORK SHALL $4t PROYIDEU. ANTI w 0RK WITHIN THE TRAVELED
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CFTY ALLSECTKONS OF THE WSDOT
IU. ALL PIPE AND STRAJGTLIRES SHALL BE STAKF� FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION WHERE SHOWN ON THE PL,gNS OR WHERE STANDARD SPECIFICATIONS T-:0 TEMPORARY TRAFFIC CONTROL SHALL APPLY
5"DLT3ECTEn BY THE CITY. THE EXISTING MANHOLES, CATCH SASANS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. J
ISORRETRIC 27- PRQ,fECTS LOCATED WITHIN THE CiTYS AQUIFER PROTECTION AREA IAPA) SHALL COMPLY WITH SPECIAL REQUIREMENT NG OF THE RENTON SWDM AN{7 AQUIFER
I+SOIIAETRIG 520 11. ALL ROW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR RN CONJUNCTION WITH, ANY CONSTRUCTION ACTNTTY UNLESS OTHERWISE PROTECTEpN REGULATIONS (RMC 4-MSDI
20• APPROVED BY THE CITY.
¢ : 21L PLACEMENT OF SURFACE APPURTFKANCES IC0.TCH BASINIMAINFFOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL -PATH. INTERSECTIONS OF
1f2'
'y T2 ALL PIPE AND APPURTENA9CES SHALL 9E LAID ON A P1;Q�P@RLY PREPARED F4UN0,4TlON IN ACCOR'ONWCE WITH THE CURRENT STATE 4F WASHINGTON STANDARD STRF�T TRAVEL LANES, -BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE ANY SL]RFACE APPURTENANCE PLACED IN A
L SIDEWALK OR CRQ93WALK SHALL BE Fl7MO WITH A NON-5LLP OR NON-SKID LID MRADA REQUIREMENTS.
SECTION B SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP flF THE fOUNDATION
1 - IL4+45 5 INMATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
Z4' SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. Mi PIPE SEDDG AND RA, CKFLLL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 226,00- 220.1 d, ANUD 24 CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEiiS SHALL 8£ MAINTAINED BY TWE APPLICANT
T� t 7 OR B EQUAL SPACES 22024).
`J� # 9D MINIMUM OC'VER C NER STORM DRAINAGE PIPE @kNALL {j F-DRM TC TAUL E;.2 1 AY OF TM REI✓ITION $W¢M
R30', SEE FROTE 2 � DIRECTION OF FLOW � 8• I3 S1FF1 PIPE SHALL BE ALIIMLN2ED, OR GALVANF2ED WITIi ASPHALT TREATMENT 1, 2 OR INSIDE AND CaJ'TSIDE.
SECTION A 31 CCINS7RUGTED PERNIEA6LE PAVEMENT SfL#kU 6$ K RMPARLE EfgOUCNH TO AR$ORB WATER AT A UINIMLNN RATE OF 4 INWr:$ PER HOUR IMW.OHLTEI_Y AFTER THE
14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASfNS AND MANHOLES SHALL BE FITTED wTFH DUCT] LE IRON, BOLTLLOCKING 00:5 PER THE CFTY STANDARD PLAN PAVD*N r SURFACE HA,-�- DECN WET'T$ D CONTINUOUSLY FOR AT LEASE io Mify •TYE$. CCMPLIANCC WITH THY$ MINIMUM RATE SHALL BE CHECKED PRIOR TO
}T 2134.ID. 2D420, RINI X, 204-44- AND 204.50- STRUCTURES SMALL HAVE: C9145TRUUMN APPROVAL OF THE PAVEMENT COMPLLf1NCE MAY BE CHECKED USING A SIMPLE 61JCKET TEST IN NNHIGH S GALLONS OF WATER IS P40UREC DNTO THE
1 mr Wx J ■ RECTANGULAA OR ROUND. SOLID LICE WHEN NOT C♦3LLECTANG RUNOFF. AND OurSIDE OC THE ROADWAY. PAVEMENT SURFACE ALL AT ONCE IF ONLYA MINOR AMOUNT 4F WATER PONDS OR RUNS OFF THE SURFACE. THEN THE PAVIEVENT M CONSIDERED TO MEET THE
MINIMUM RATE OF ABSL7RPT14)N AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,1JUG SQUAB@ FEET OF PERMEABLE PAVEMENT IF THIS TEST 15 NOT CONCLUSIVE
NOTES: SeiCTION A SECTION B • ROUND, SOLID LIDS W4iEN NOT COLLECTING. RUNOFF AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURBAXTTER LINE. THEN ANOTHER TEST PER ASTM C t 701 SHALL BE CONDUCTED FOR LARGE AREAS IE.G , PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE
Wjl
■ ROUND, SCUD LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-QFWAY OR IN AN EASEMENT TO THE CIITY PFNVATE STRUCTURE LJDS aJT51DE WALKING BEHINDA SLOWLY MOWNG WATER TRUCK DISCHARGIN€3 YVATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING
3Jt'I BQLT-DOWN CAPABILITY 1S #REQUIRED ON ALL FRAMES, PUBIJCRIGH7-OF-WAY AND EAS€MENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. ARTM C17e1
GRATES, AND DUVERS, UNLEW;)THERWISF SPECFFFED
PROVIDJ TWO HOLES IN THE FRAME THAT AWARE
VEPRTICALLY ALIGNED WITH THE GRATE OR COveA SLDTs 15 BLIfLDINGS AND OTI eA 3tAIJCTURR5 sFLALL 6e PLACED IN ACWROANCE VATH Y•Af6L.E 41 EAsemENY WOTH5 AND RLIIL. i NG S( T$AIX5 ON ES OF THII5 ftNION SI+LrDM
THE FRAME SHALL ACCEPT THE "'-T1 NC x 2'ALLEN NOTES:HEAD CAP SCREW BY BEING TAPPED, OR OTHER awWL. mOLE APPROVED MECHANISM- LOCATION OF BOLT -DOWN HOLES I BOLT -DOWN CAPABFLITY 35 REQUIRED ON ALL FRAMES, GRATES, AN❑L6 L1OS Of MAJ'iH4LF5lCATCH SASWSVUYININ PUBLIC RIL3HT-0E-WAY SHALL NOT 8E A.fl.IUSTED TO FINAL 43RhDE UNTIL AFTEiR PAVING. ALL NIANHOLFCISTCH B,a51N RIMS
VARIES BY MANUFACTURER COVERS, UNLESS OTHERWISE SPE0IFlED. F'RDYI➢E TWO HOLES ANSHALL BC ADJUSTED TO BF FLLLRH WITH FINNAL F INISHFD GRA,DE$, jkLESS OTHERWISE SHOWN
1Ji'THE FRAM I? THAT ARE VERTICALLY ALIGNED VVITH THE GRATE OR
2 LIEU OF
IB DEUI RC.FNO D£.ilON3 hREACCEPFABLE IN COVER 5LOT4 THE FRAME S ALL ACCEPT THE W@--11 NG Y 2- ALLEN
LIEU OF THE RIB DESIGN HEAD CAP SCREW BY @ELNG TAPPED, OR OTHER APPROVED s7 ALL DRI4 EWAY C1IL BOTTOM
LOCATED H CRY RIGHT-0E-WAY SHALL BE OF 9UFFICIENF LENGTH TO PROVIDE A MINRAUM 371 SLOPE FROM THE ED{I£ OF THE
SE CT! DN r-HEADTO THE BOTTOM OF THE DITCH.
J. REFER TO STANDARD SPFCIFkGATION 945.15(7} FOR MECNANFSf,1 LOCATION CF 9OLT•DO'AYN JiOLES VARIES BY
AD➢TFIONAL (REQUIREMENTS MFNUFACTURER
A FOR FRAME DE-MLB. SEE CITY OF RENTON STANDARD P .REFER TO STAN➢ALRO 3PECdFIGATION 9.0S IQ21 FOk ,ADD CLONAL co
PLAN 20A 00. REQUIREMENTS,
3 FOR F RAM E DETAILS. SEE STANDARD PLAN 204.0D
UNLESS TjTHENI?nSL NUTtD, URAWINL, I] IwM TO SCALE j1hinq VMLLY5 OTHkTCWI5E WOTEU, VMWING IS NOT TO SCALE JLNTSF UNLESS OPHERWISE NCrM% DRAWING 15 NOT TO SCALE (NTS; UNLESS OTHERWISE WITTE. DRAWING ES NOT TO SfALF INTS' 0
STD. PLAN - 204.10 STD. PLAN - 204.2 STD. PLAN - 267.00 STD. PLAN - 267.10 0
PUBLIC WORKS PUI3MWORKS PQ
PUBLIC WORKS SURFACE WATER STANDARD PLAN e�= . PUSUIE WORKS SURFACE WATER STANDARD PLAN a �dhf CD
DEPARTMENT RECTANGULAR SOLID METAL_ COVER GAZ 9/28/2019 f !45 DEPARTMENT RECTANGULAR VANED GRATE GAZ 912812018 1 :45 A DEPARTMENT NOTES (I OF 2) art{n Pastucha3/13/2020 l 8:4 DEPARTMENT NOTES {2 OF 2) artin..Rastuct���13/2o�� � s �
hp,�Ww.•+4 •,-"n,�. ELATE „. ,,,. , ,.. CAT: 8}i3RGR8GMGD . L7AFF
9�9i1ia8L9b. RATE
PLANTING I317WkT-0DISTURB@D LR4DISFURBED TURF RLAWNINRFAS,
RECORD DRAWING VEflETATION, RFF MOTE , �F: "a� IT
II i!I,L;, I•III+r'; ,I Ii I�, II I?
UNDISTURHSR I I I GRASS: SELL) OR Soo 1x -SLOP FLAT FACE GOTHIC
NAVD88 C.O.K. ID#43095 STEEL NATIVEVEWTATION 1 rs•-
NAIL IN CASE EL = 182.07' f El Ell
��DIA
% �- PIPE ALLOWANCES UEE
L CIE
CENTER OF INTERSECTION OF PB1JeLrNfiNaNDYATIEDGRATrF El
�{�13N1S'DIA
UNDISTURBED NATIVE SOIL uHDI57URRED NATII'E SOd- IfAL%IIAU}A
�Y PIPE MATERIAL INF3IDE 61frZ VA
LG•1 fT ➢UL
3 3 R D P L & PARK AVE N.
s i> T>ER ,R, ".1Fj s$ KET HEAD cr~P 1E' DLA „
PERMIT N 0. C 2 4 0 0 2 6 2 0 REINFORCED OR PLAIN 12• (1] opEN PIGKIIOLE SCREW 1ALLENMEADJ W?W&HRS
Za Ib. CONCRETE DN Aa' 0LA BOLT CIRCLE
N 0 CHANGES 0 N THIS PAGE ALL METAL PIPE 15' PLAN v1Ew FRAME SECTION CovE#t SECTION
* PAGE** _ ;; A,- �,
CPssP'.
STn SPEC.9-0.20 12'
OPTION 1 NO DISTURBANCE I., 'r. 4•. V. it OR pr SOLID WA.LPKC,
STD. SPEC-,M 16`
CAST IRON FRAME AND PAVED AREA ITYP I
PL.ANTIM BEDS TURF ILAWNIMWAS COVER. SEE NOTE 3
ONE k3 BAR (SPACED
FOB! I ILLY), ETD.
&LE WALL PVC,' 76, 2 2• TASGVE GN PONDING
INCRI:MFxJ7 SPAC@D EQUALLY STD. SPEC. 9--05-12(2 �,,,II
3' ARB9RF3F YlODD CHIP M4hGFi.f ! r ff • I GRABS: SEED OR SLID SEE; NOYE' I I ELEVATION 4R PER PLAN
SEE 1R-fA PLAN 292.99 / Er QLII+{ CAP OR SIMILAR
FERNL:O GASK£TED
RECTANGULAR ARJIPSTMIENT SECTION CO"USATEDPCLyuTWLIiNE$TORM OESRGNPONDING
J SIEV R PIPE
ElEVAT1CNU 4• STREAMBED CBBBL>=4
$" CLAS.B'El PET) vusOQT 9•D6 HIRE
J' QF GHOST INCORPORATED I I i 6 s ASPHALT, SPE NOTE I,
1.79' 4F GOR4PA]9T MCORPL7RATER INTO -�,I,��. NOTES: .-;
INTO y OF SITE SOIL FFUTAi 625-0F STESOIL (TOTAL AMEMID♦3EPTH - 'U 4" COMPACTED SAND OR
AMENDED DEPTH D'F 13.5', FCR A DF6 ', FtlFA h $ETITJ<;D OEFh1 ❑F irI g 1 AS ACCEPTABLE ALTERPWWIFS TO THE R£BAR SHOWN ORAULL BACKFILL FOR ORAINS
SETTLED DEPTH OF B'} IN THE PREC'AS T BASE SECTION, FIBERS NVL kCr D IN PER WSDOT 9.07 12(41 R,_JI
ACCORDANCE WITH STANDARD SPECIFICATION ..
9-06.501%5. OR WIRE MESH HAYING A MiNIMLIM AREA OF
01.2 SQUARE INCHES PER FOOT SHALL BE USED WITH CL I Id RISER. BEE NOTE 2
jr -�I- --I-..... ,dam Tn THE MINIMUM REQUIRED REBAR SHOWN IN THE I -
a I ALTERNATIVE PRECAST SASE SECTION. WIRE PAESH 7
I- - Imo. J ,Ji. SUBSOIL 5CAi1FIE0;' BELLTk SMALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
sUB64JLS✓t r4RIFIED4' 11ELO N ,`� ~ - COMR4,SF AME;k+LUED LAYER I ALGEF'TFSBLE AIWENATIVE TO TKE FLEBAR SHOWN IN
L"OLIPUT AMENDED -LAYER � - { Lr EIEL4k1 so+L iil �FACEJ � TH E RECTANGULAR AIDJUSTMENT SECTION. WIRE MESH CL EAfRtSITT RISER,
C11.9ELOW &CHI SURFACE} _ =i ,-LLB 03 B1 EACH WkNEAi I WAVING A MINIMUM ARBA OF 0 t2 SQUARE INCHES PER S SK TIGHT 4W $EMO SEE NOTE 2
-'J I FOOT MAY BE USED
2 THE KNOCKOUT (TAAMETEA SHALL NQT BE URF ATT: R WYE
. - .y----: - --- THAN 2D' KNOMU7$ $-HALL HAVE A WALL THICKNESS SOIL TIGHT
OFTT4T�FS 21 IIk Miff 4 - "END In PLACE OR STILIMLPI;_E ANQ AIYIEND � I N MINIMUM
MINrAP TO Z 5' MiTHI E UM RRO WA 1 A S. COUPLER
� r MINIMUM �4R BENVEEN THE KNOCI{041T WALL AND THE ' k-•
OUTSIDE OF THE PIPE AFTER THE PIKE I$ INSTALLED, A
FILL THE GAP WITH JOINT MORTAR IN ACCORi]ANCE WITH UNDERDRAIN. FOOTING
AWG BAR EACH SIDE - STANDARD SPE.C61IGATnN MA. 3. DRAIN COLLECTOR, OR -
ROOF DRAIN COLLECTOR
pgJkNT�p BSpg TURF ILAWN} AREAS 3 THE MAXIMUM DEPTH FROM THE FINISHED GRACE TO PIPE, SEE NOTE 1 CI_EANOUT RISER LOCATED WITHIN
THE LOWEST PIPE INVERT SHALL BE 5 FEET
T ar dRBOI>LST f f3 SAFE EACH WAY _
4. THE FRAME AND GRATE MUST BEINSYALLm1MT?iTME l j BIORETENTION PONDIIIG AliEA WAS
WOU6 CHIP %/l, ' rr '' f ff 1�,� � +�I ij�IYIvIIII,I�I I II-I� GRASS $FED OR SC53 FLANGE DOWN t�ti.I I' IIIIII �� C. OF
FdUL�W, 3tZ fiIs. �' f .1 II:
PL.AFI 2ezEo 1 I N4T'F& PRECAST BASE SECTION 5 THE PRECASY EASE SEC11ON MAY HAVE A ROLJNDEEJ TO OVERFLOWao
AND [;_ x RECORD DRAWING
I THO2D41+, D'j H PW LLS MAY BE h0PMC AT A RATE OF STORM STRUCTUREMAN
FOR - -- - Vf
I A. AREAS NO D1STlNRBA,NCE iD 0f FENCED
AIRO E PROTECTED
D VEiiCONSEtAt 7N A914} N LYD BE 6 IRE OPEMNO SHALL BE MEASURED AT Ti-IE TOP Of THE � - MECHANICAL PLUG OR INFORMATION ADDED B Y
F L L PROTECTED FROM CANSTRDCTION VA7°ACFS. R3 BA.R HOOP CflhJTINUED CONNECTION r�
6' IMPIXRTEO fi' IA1PO4RTER
� � PRECAST SASESECTk4N •O �P 15025 'o
TOPSOIL MIX TOPSOJL MIX T'TPICAL CLEANOUT CONFIGURATION 1' �P
LOC AWACTEo FCDMPAGTEO GENERAL NOTES; � I � 7 ALL PICKUP HOLES SHALL BE GROUTED FULL Al TER THE i C r S T Eg AS CONNECTED UNPMRAI N FOOTING D
WITH T E R R A N E I N C .
INLET HAS SEEN PLACED. USE GROUT TYPE 2 FOR NOTE&
1 TOMEASkM SETTLED DEPTH. WATER SACCORDANCE-
j 7
L7F-PTµF S' I DEPTHI OIL #3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANC
I E- ANAL LHL"'m REPRESENTS THE RESULTS O
SUFMIENE LY TO N-ULLT SATURATE VYIl"CU1 FCQfRNE-R 18" MIN. STANDARD SPECI rr-ATHUN 9 20.3L2I. DIAMETER TO BE 6 INGHES.TAINIMUM PRIVATE, 8 INCHES MINIMUM YU11UC. UNDERDRAIN PIPE PER STD. PLAN 2$21R , A
CAUSING CN'i4$IbTN I LEANOUT RISER SHALL N SAME MATERJAL RAIN COL LECTaR. OR ROOF DAWN COL=TOR POPE SURVEY CONDUCTED I N J U N E202 5.
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EN:AIRPFIEED E' �-- \.. - - I VJ�LI TDpSL]IL Al11L T4 8E 7p Ii5k OF STAM[}ARSI PRPCTPR FRAA4OD 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF @FORETENTION FOTNOING AREA +"OUR 8' ThfIC15, 2'N:2' SQUARE CflTNCR£TE COLLAR
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4. SEE C-ONSTRUCTN2N PLAAS FORSPECWIG MANUFACTURER'S MWIFIDDIRECAND
12 { _'� PROJECT REQUIREMENTS L311ENERAL NOTES:
10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
OPTION 5 • lMPORTEI} TOPROI L TAPPING UNTIL FRAME IS FLUSFI WITH PAVEMENT AS 1. CLEANOLFi"S FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY WO FEET, AT
uN11:5* arslFRLrr3L NGrEd, D"WiNc ISNOTTG S=f RNT51 DETERMINED WITH STRAIGHT EDGE OF SUFFICIENT EVERY W DEGREE OR SECOkD 49 DEGREE SEND, A.T THE END OF EVERY COLLI=GTOR PIPE, AND AT EACH END OF AN U ND€RDRAIN PIPE NOT CONNECTED TO AN
tea, PLAN - 26•00 LENGTH OVERFLOW STRUCTURE CLEANOUTS $HALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES
eUBLIC WORKS n""" D 11. ALL MORTAR J04WFS SHALL BE TRIMMED FLUSH AND F. ALL FITTING$ $MLL K $OIL TLGHI
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