Loading...
HomeMy WebLinkAboutzR-4230setNE 8TH ST CITY OF RENTON MONUMENT #2101 N LOCATION PER REF 1 I TR, E TR, D z Q v O N88'04'a1 "W 10 FOUND REBAR AND CAP 0.21' N OF PROPERTY CORNER I 1 FOUND REBAR AND CAP MARKED "TRIAD LS#21402,7 18094, 19620 AND 22333- 0.23'WOF� j 8 7 6 �tzT i ;n N88.07'53"W VIL Iwo Al N of mIt J�J �It 1 I)_,E� FOUND REBAR AND CAP- "B&H I TR G =--MARKED 11332" ON R_ 12 I AT ADJACENT PROPERTY_ 4 CORNER -- --- -� I II FOUND FOUND REBAR ANb CAP TR C �_ I z W MARKED "B&H 11332" ON R� 0.08' S OF ADJACENT M 13 °O LO 3 I W PROPERTY CORNEIR�� ii J w N w _ I Q = LL1 ✓� II TR. B FOUND REBAR AND CAP MARKED "B&H 11332" ON F< z 10 TY, H CO I flop I AT ADJACENT PROPERTYI 14 CD z o 2 Z I I CORNERI FOUND CONCRETE MONUMENT WITH 2 j j TR, A BRASS DISK WITHI I I Tpp F'�i1N, �EBAR AND L-- PUNCH IN CASE,, FOUND REBAR AND "B&H CAP CAP, CAPLEGIBLE C ------ DOWN 0.3L+_--- MARKED 11332" ON R 0.0 W OF R �`I --- - N88°14'38"W - " '32"W _ - - � - AT ADJACENT PROPERTY CORNER , ---- W 327.7a N88'14'38"W 3 u. j W NE 4Tff - - - FOUND CONCRETE -----� zt---- iW I ---- ---------- �; z -- U Lu PLACE -- --_ llI MONUMENT WITH 2" i=I Ui QI ; II �BASSLIS�}G�tltTitJhhCHIZ CL RENTON �_FOUOF MIONUMENTTY #1852 3" BRASS DISK HORIZONTAL ND CONTROL DIAGRAM WITH PUNCH AT SURFACE. NE 4TH,ST�Z€' (SE 1,2�' S' 1" = 100' LEGAL DESCRIPTION UTILITYCONTACTS TPN• 1123059021 1123059023 ELECTRICITY/NATURAL GAS.• PUGET SOUND ENERGY P 0 BOX 97034 BELLEVUE, WASHINGTON 98009 1-800-321-7890 CABLE COMCAST 14870 NE 95TH STREET REDMOND, WASHINGTON 98052 1-877-824-2288 TESC SUPERVISOR w a NE 10TH ST o C n = U � w SE 17TH S7 cc NE 8TH ST SITE NE 4TH SE 1 8TH ST W Z � w � z E 13OTi ST a � a a Y W D Z w m s Q Q 0 SE 141ST ST o Z N LfJ Z N o� � VICINITY MAP NOT TO SCALE LOTAREA TABLE AREA TABLE LOT AREA TR. D 5,872 S.F. ROW 36,636 S.F. ALLEY (PUBLIC) 6,985 S.F. TR. E 8,134 S.F. TR. G 799 S.F. TR. F 1,051 S.F. TR. H 950 S.F. TR. 1 740 S.F. TR. B 248 S.F. TR. C 306 S.F. ROW 1,070 S.F. TR. A 10,846 S.F. 1 10,978 S.F. 2 9,017 S.F. 3 9,005 S.F. 4 9,015 S.F. 5 10,014 S.F. 6 10,818 S.F. 7 9,100 S.F. 8 9,032 S.F. 9 9,335 S.F. 10 10,819 S.F. 11 10,515 S.F. 12 12,788 S.F. 13 9,308 S.F. 14 9,367 S.F. PARCEL A. - THE WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTh; RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON- TOGETHER WITH THE WEST HALF OF THE NORTH 7.5 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASH/NGTON. PARCEL B.- THE EAST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON- TOGETHER WITH THE NORTH 7.5 FEET OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. TPN 112305-9031-09, 510 NILE AVENUE THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON- EXCEPT COUNTY ROAD. CYPRUS LANE TI?LICTIO C17YOFRENTON, WASHINGTON SITE INFORMA T/ON JURISDICTION.- CITY OF RENTON PARCEL NUMBERS- 1123059021 ,1123059023, 112JO590JI GROSS SITE AREA: 212,746 SF (4.88 AC) EXISTING ZONING. R-4 VOLUME CUT 17,050 CY FILL 5,634 CY NET 11, 415 CY (CUT) PROPOSED NUMBER OF L 0IS 15 SQUARE FOOTAGE OF LAND IN STREET AND GROSS AREA -OPEN SPACE 144,334 SF SQUARE FOOTAGE OF LAND IN CR/T/CAZ AREAS 0 SF SQUARE FOOTAGE OF LAND IN CR/T/CAZ AREA BUFFERS 0 SF SQUARE FOOTAGE OF LAND IN PUBLICL Y DEDICATED STREET (GROSS AREA - (ROW f PUBLIC ALLEY) 45,180 SF SQUARE FOOTAGE OF LAND /N PRIVATE ACCESS EASEMENTS 901 SF GROSS DENSITY 3.07 DU/AC (15 LOTS/4.88 ACC NET DENSITY 3.73 DU/AC (15 LOTS/4.02 ACC APPLICANT BOB WENZL TUSCANY CONSTRUCTION PO BOX 2170 RENTON, WA 98056 206-714-6707 RESTRICTIONS 1. THIS SITE /S SUBJECT TO RESERVATIONS AND EXCEPTIONS IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 66514. (NOTHING TO PL 0T, NOTED HERE) 2. THIS SITE /S SUBJECT TO AN EASEMENT FOR ROAD PURPOSED AS DISCLOSED BY INSTRUMENTS RECORDED UNDER KING COUNTY RECORDING NUMBERS 2693052, 3127543, J203147 AND 3310241. (NOTHING TO PLOT, NOTED HERE) 3. THIS S/TE /S SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UT/L/T/ES AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 9408261179. (SHOWN HEREON) 4. THIS SITE IS SUBJECT TO A ROAD MAINTENANCE AGREEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 9409010660. (NOTHING TO PLOT, NOTED HERE) 5. THIS SITE IS SUBJECT TO THE TERMS AND PROVISION CONTAINED IN DOCUMENT ENTITLED "ORDINANCE OF THE CITY OF RENTON, WASHINGTON, ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE" RECORDED UNDER KING COUNTY RECORDING NUMBER 9606210966. (NOTHING TO PLOT, NOTED HERE) 6. THIS SITE /S SUBJECT TO AN INGRESS AND EGRESS EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 200JO11JO0272J (SHOWN HEREON) 7. THIS SITE IS SUBJECT TO TERMS AND PROVISION CONTAINED IN DOCUMENTS ENTITLED 'NOTICE OF CLAIM TO SEVERED MINERAL INTEREST" RECORDED UNDER KING COUNTY RECORDING NUMBERS 200JO125002078 AND 200JO125002079. (NOTHING TO PLOT, NOTED HERE) 8. THIS SITE IS SUBJECT TO CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED IN INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 2004031090002J (NOTHING TO PLOT, NOTED HERE) 9. THIS SITE lS SUBJECT TO A REIMBURSEMENT AGREEMENT AS DISCLOSED BY INSTRUMENT RECORDED KING COUNTY RECORDING NUUBER 20071206000303. (NOTHING TO PLOT, NOTED HERE) 0 DESIGN STANDARDS SW 714 OF THE SW 7/4, SEC. 7 11 TWP. 23 N., RGE. 5 E., W.M. )DL7q IT MIN LOT AREA: 9, 000 VARIATION R6 D (3I) MIN LOT WIDTH- 701' 80' CORNER M/N LOT DEPTH.• 100' FRONT SETBACK.• 30' SIDE YARD SETBACK 20' COUB/NED, 7.5' MIN. REAR YARD SETBACK 25' MAX HEIGHT 32' MAX IMPERVIOUS.• 509 MAX BLDG. COVERAGE- 359 BASIS IF BEARINGS N007734E BETWEEN THE FOUND MONUMENTS ON THE CENTERLINE OF NIL E A VE NE REFERENCES 1. CITY OF RENTON SHORT PLAT NUMBER LU401-078, RECORDED UNDER KING COUNTY RECORDING NUMBER 200JI02290002J (USED FOR SECTION SUBDIVISION) 2. CITY OF RENTON SHORT PLAT NUMBER LUA01-059, RECORDED UNDER KING COUNTY RECORDING NUMBER 20021219900001. 3. CITY OF RENTON SHORT PLAT NUMBER LUA03-022, RECORDED UNDER KING COUNTY RECORDING NUMBER 20050713900014. 10. THIS SITE /S SUBJECT TO TERMS AND PROVISION CONTAINED IN DOCUMENTS ENTITLED 'iVOTICE OF CLAIM TO SEVERED MINERAL INTEREST" RECORDED UNDER KING COUNTY RECORDING NUMBERS 20081209000690 AND 20081209000691. (NOTHING TO PLOT, NOTED HERE) TPN 112305-9031-09 1-14. NOT APPLICABLE TO THIS SURVEY 1. THIS SITE /S SUBJECT TO RESERVATIONS AND EXCEPTIONS /N DEED FROM NORTHERN PACIFIC RAILROAD COMPANY AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 66514. (NOTHING TO PLOT, NOTED HERE) 16. THIS SITE /S SUBJECT TO THE TERMS AND PROVISION CONTAINED IN DOCUMENT ENTITLED "ORDINANCE OF THE C/TY OF RENTON, WASHINGTON, ESTABLISHING AN ASSESSMENT D/STRICT FOR SAN/TARP SEWER SERVICE" RECORDED UNDER KING COUNTY RECORDING NUMBER 9606210966. (NOTHING TO PLOT, NOTED HERE) 17 & 18. THIS SITE /S SUBJECT TO TERMS AND PROVISION CONTAINED IN DOCUMENTS ENTITLED 'NOTICE OF CLAIM TO SEVERED U/NERAL INTEREST" RECORDED UNDER KING COUNTY RECORDING NUMBERS 20030125002078 AND 200JO125002079. (NOTHING TO PLOT, NOTED HERE) 19 & 20. THIS SITE /S SUBJECT TO TERMS AND PROVISION CONTAINED IN DOCUMENTS ENT/TLED 'NOTICE OF CLAIM TO SEVERED MINERAL INTEREST" RECORDED UNDER KING COUNTY RECORDING NUMBERS 20081209000690 AND 20081209000691. (NOTHING TO PLOT, NOTED HERE) l gIDEKO ��� �`�'•�F • WAS,S,�y off•• �F 41846 0 •� 0/F', GISTER�''0 SS�ONAL ENS\ -5 -Z3 SHEET INDEX C1.01 COVER SHEET/HORIZONTAL AND VERTICAL CONTROL PLAN C1.02 EXISTING CONDI TIONS C1.03 EXISTING CONDITIONS/HEARING EXAMINER CONDITIONS C1.04 SITE PLAN C1.05 COMPOSITE UTILITY PLAN C2.01 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C2.31 TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS CJ OI -CJ 02 ROAD AND GRADING PLAN CJ21-CJ22 ROAD PROFILES & SECTIONS C3.31 GRADING DETAILS C3.32 ROAD DETAILS C4.01-C4.02 STORM PLAN C4.21-C4.22 STORM PROFILES C4.31 SOUTH DETENTION/WATER QUALITY VAULT DETAILS PLAN VIEW C4.32 SOUTH DETENTION/WATER QUALITY VAULT DETAILS PROFILE VIEW C4.33 WEST DETENTION VAUL T DETAILS PLAN VIEW C4.34 WEST DETENTION VAULT DETAILS PROFILE VIEW C4.35 STORM DETAIL S C4.36 STORM DETAIL S C4.37 STORM DETAIL S C5. 01-0 02 SEWER PLAN C5.21-05.22 SEWER PROFILE C5.31 SEWER DETAILS C7.01-C7.02 SIGNING AND CHANNELIZA TION PLAN L 101 TREE RETENTION PLAN L 102 TREE TABLES L2.01 COMPOSITE LANDSCAPE PLAN L2.02-L2.03 LANDSCAPE PLAN L2.31 LANDSCAPE DETAILS IL -01 ILLUMINA TION PLAN IL -02 GENERAL NOTES, POLE SCHEDULE IL-03--04 DETAILS AS A CONDITION OF APPROVAL: AN NPDES PERMIT SHALL BE OBTAINED WITH A COPY SENT TO THE CITY OF RENTON DEVELOPMENT ENGINEERING PROJECT MANAGER PRIOR TO SITE DISCHARGE. PRIOR TO OBTAINING AN NPDES PERMIT NO DISCHARGE FROM THE SITE IS ALLOWED. APPLICANT MAY NEED TO PROVIDE ADDITIONAL EROSION CONTROL MEASURES, AS COMPARED TO THE APPROVED TESL PLAN, TO ACCOMMODATE CONDITION. AS A CONDITION OF APPROVAL: PRIOR TO THE START OF SITE WORK, A PERMIT FROM KING COUNTY WATER DISTRICT 90 FOR INSTALLATION OF WATER SERVICE FOR THE PLAT SHALL BE PROVIDED TO THE DEVELOPMENT ENGINEERING PROJECT MANAGER FOR RECORD. PROJECT NO. 20134 CIVIL ENGINEERING Off LANDSCAPE ARCHITECTURE PLANNING �zm� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98071 425.885.7877 CITY COMMENTS SES 10/12/2 SHM SURVEYED: ROW SCALE: VERTICAL NAw ,sea REVISE WALL SES 3/7/23 SHM HORIZONTALNAD 1983/,ss1 DESIGNED: SHM CITY COMMENTS SES 1 /25/23 SHM CITY COMMENTS SES 6 5 23 SHM DRAWN' SES ONE IN DATU M CHECKED: SHM AT FULL SCALE IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHM CITY OF RENTON Planning/Building/Public Works Dept. WASTEWATER UTILITY �' jstowell 06/08/2023 R-42300 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING CURRENT PLANNING } NJanders 06/07/2023 JDing 06/08/2023 REGIONAL FIRE AUTHORITY �NTp SURFACE WATER UTILITY APPROVED Q jfarah 06/07/2023 cthomas 06/08/2023° DATE: MARCH 2O22 CO VER SHEET/HORIZONTAL AND PAG a�DK: DRAWING NO: VERTICAL CONTROL SHEET C1.01 SHEET. ' OF. 40 qS M On • • • I RIM EL=482.97 12"CP E P (SW) I E= 480.59 CB #8862 TYPE I RIM EL=479.87 12"CPEP(NE)IE=477,07 ' 12"CPEP(E)IE=475.27 1 12"CPEP(W)IE=475.27; SSMH 8863 RIM EL=482.87 8"PVC(N)IE=467.47 8"PVC(W)IE=467.37 CB 8861 TYPE I RIM EL=482.28 12"CPEP(W)IE=478.80 GATE_I � PICKET FENCEL )NC S IE=476.84 cm / pN WATER LINE PER AS-BUILTS DOUBLEISIGN AFFIC SIGN FO J CONFIRMED DIFFERENT TBM 'B' TYPES AT EACH END EEL=473.71 BUILDING F/F=473.14 1 I 18"CPEP(S)IE=471.1 rGARAGE F/F=469.81E III i 4"CPP(NIE)IE=472.1 1?"nnNf`(N)IF=4R0 nR \41,01 L II 18"CPEP(N)IE=466.68 18"CPEP(S)IE=466.68 I c� w �30 LINE PER AS-BUIL{TSS �IL474� Y NAMES 1 =500.20 z I 1 Q /WIRE FENCE Lcot BLOCK$pCK 1 CAPPED VERTICALTlp"LLai N8, 2.0-0 E 9Lp 90WATEREMIETOER BIOEIRBER ADDI S 98 z NC E IE=477.30 2739 A LOT 9' 1- 00 S pG TP BIE NE: ...... ••••... 213 A 12"CONC S IE=498.54 Ri,E AVENUE TPN P. BIELK 3 51 OF PL BLOCK 10 T g, BLOC 0220 Lu O�G 0 24 N "CONC E IE=498.80 8, 02 LO 3g20� - 0�/ 2. �� 3 .. .� �� 12"GONG N IE=497.30 LOT 273g20KEY TPN 2SNARKEY Q O VBF E \ "CONC W=496.11 TPNp SNAR D V 0.2 0.6 0.5 0.4 0:7.•:` L `.1.2 Q 38 0 o.... • ' 484.3 �? .485.4�' rk0 sr9 0 6�.. N88'04'31"W ��. �01� 1.0 a x LOT 794,OA8 - _ OFG �.P'�L 62s32 3 ;' �6 ' n - TPN 9 NGAL 98 59 G 2 ... "aaa. \ �o o' �.� ,tx� G�; ... ,�o . .�' o WF '� '' �ti ;�� j' �5to. A. PL Wk NE 0 " ' . e" •; ? .. "505.4 �0 - 1b ��..,� PA Al ........•' � SPOT ELEVATION (TYP.)� .... � . �,�;: .•��'� •. • .:::'�y �51 N P LINE g10 •.. I \ :` ��� ��•.�' :.,•'•. '. 1� 11 ............. .�:• W lVk �.. � FENCE CROSSES PROPERTY I �0 gl 7 STORY W ti .. • ,0I ..:. OFG •.OFG AMED Ii0 E• ::'. „': • 1 :.:.. / ': G'0... I. CONC. WALK ,0I L.. " \ P l �0. = F� P : "497.o "500.� ..� \ P . 39 p i _ „ ' I \:� 00 ''•. � :� ..\.....,..�'��::�....;::::•\ . .� ,��' �•`� „ �,`;:�`•.......��.•' •..;:..:::: F'`L: •�••..�........••.••: ':::�16•..•;:.:,:t�•'. ••.,;�,.....•.OF-�'� ••• ��7g4 039 \.......... ..... \ P R 0 F .so1.z �...... ...:. �,- 0.1 TPN 94 98059 ICK PLANTER BOX+-'I� I�.I % ,486.s \ \0 L : P . �... . 0 N 0 PL NE 485. �� As ..............: 5 11 o47a.s "4a 7: ' G "a91.s,TPN - ..I s1o. Gam• " F . ::............• 4 1105 903 ;cn S. S OTT �ti - . 1� 1� I ,�� . 1tii . - �,�.... \10 NILE AVENUE N >::... <' o- C.. �`� ' L �' z 0.2 T 40 400 � ._ : �••............ TREE DRIPLINE (TYP.). ••` �' .• 10 • .•.... �... „ � : . '� ••' •� . '• ° .I•�� ''.. •'•I �`..;� :� / •.••' 0 LO 941194 0 Q059 S 6 �< .� "5012 ti ;0 TPN J. 98 S SQL; ? ,. \ \ ��r;:.. \` .. 505pA "a7s. .481.0;,•::"4as.t \ "4s1.1\\:.;:......:. „' ,' �' .' ) :. \ �'.• ':::' /�0...... FOUND REBAR AND CAP -?; of 0 '' 0 FENCE ON PROP. LINE G MARKED "LS#40016 & 18898" rn OF •; OF �o ` cp w �� Ag FOUND REBAR AND �, ��: �� `� 0.04' N & 0.13' E OF pF \ CAP 0.21' N OF a ''•. *,'' . L �, ,o o o d _ y., o . 1� . i 9 PROPERTY CORNER �0 00 © P : :-.•:::.. \p :. „ Gya ,..•::.... cs "50 P NER : PROPERTY CORNER:�' FENCE LINE 0.2EA T^ '53"A N �'43'"W 3 J .'. `•N88'07 88175 327.70. ti : G�-�I OF PROPERTY LINE FOU 1" IRONCPIPE `" 0.3 n ... Q'10': VBF'. �5 163.85 .. VBF FENCE CORNER 2.1' S & 0.25' 0.44' S & 0.09 E OF FENCE CORNER 0.5' S & 0.1' 0.9 ;•;;�.;: . •..; ......: p \ ,� 0 8V13F>� ' ': :�163.85 : :,VBF:: '. 6 , -W OF PROPERTY CORNER PROPERTY CORNER LOT 1 p17 pT 2 123 E OF PROPERTY CORNER m '•. •.::;;' �1 ��1 •. ' �' + ', .01 '`G �� ::. �G . o ... !a 112305�HANN 1123p5�g `Q' e G' 1 ' 10 G 6 0 F' 6 ^��95 `` L0T 0410 TPN 11: MP VENUE NE TPN M SZ?CNUE NE LpT 3 9124 ,Q./\ ., G'; C G'\L�\ :.' :0.2 .: !: 94�% Y C• A A 5, ::I :.; :::.;:::::.. so G ' TPN GPNAKO 98p59 NILE NILE 30 n.V �•: <....I 6 GARAGE 1 I �L ... ON E 466 472 TPN 1SIN0TANG 9g059 Q��5.:; G'..-::::.:• :•::... <G,ol Q� ,6 :....G'1': C vC0 PL N J NE �:•• �1 \ �� � '�•.. e,.... .: ..,�•:. PAS AVE (Q / �� I I \� \ �� 4 FOUND REBAR AND CAP 478 SEWER LINE PER ) 1 50g \ ti GAS:• . MARKED "TRIAD LS#21402, AS-BUILTS 0.3 3 TON Q'I 18094, 19620 AND 2233 R 1 , EN 2 ( t - i..,":..'.:.'¢ "'. so �6 0.23' W OF R Y OF -02 4 �0 •k \ .� G' �' 4.3 T 3 p1 I �0 C 0 P#LUA 071390 . F' � '�:L'`;' �s �1 m NO 1 ,•;. ; ;,GR 4VEL;=;:::: = �. T 4 420 REC �'.' N ., LOT g4,0 ��I \ ,r TPN U JITA 9 05 ss-ss 0.3 } \ \ �6 �o CO PL NE -75 S G • .S. (�•+ :'4' FOUND REBAR AND CAP MARKED \ „ ::' ;':;"<'',':><:•. \ G " " � s '°;',fir';•":;.;:;. ,.;,.;..:. ��`L 6 B&H 11332 ON .... •r' R ;GRAVED:'° WOOD TPN 1.12� 021 I '�9 AT ADJACENT PROPERTY CORNER SHED ��`•. COI, •�: '.. \ •;;-;„,;;,::,:::�`;; ; '4<° "" � G,... G� ► IULi fNBERG D N & 5 . � xyYG X i.'. \ ,� �^ LpT 43 0430 LOT 5/91200.4 T ROLYN <G F 'I''`` 2305�023 c :�• �5 7794' 4 3p5 F' S816�11E 4TH PL I GRAVEL .: .... ��' TPN 94 Lp 98059 112 MY G o) NS I .. MULLEN ERG DE N & p NE TPN C CNRONE 98p5 M ..... ........ oo FENCED GARDEN Gy„.,::1` ��g ���`>'. PAS PL pl AREA 1� I co CA OLYN �1�' G. p.. g P 4 8 NILE �- w ••:. 0 f \ \ <G' �, d 46 6 \P x 112626148TH A VISE d CONCRETE ��-21 PATH ': 16 Q' Q�.: �� M "�- OW000 PGS 2 66 o DRIPLINE I :' . G' 1h.• WIN PLAT, ppp7 h .:: < :, N G � , OF 222 FOUND FOUND REBAR AND CAP- X 6(TYP) G ti01 �0� p 198 p 2pp10 �I......::.:. g v L N MARKED "B&H 11332" ON R G' \ F� g I <G' ... 0.08' S OF ADJACENT = ... �G�ti r i' G ,•� Z O: LOT 44 p440 PROPERTY CORNER;. 0 G' I I 1til : ,� :. 1� ..........:::,, . „ 94� OF '1 0l •........... 111 �5I \ •........; ,,:'.....• �LI G��� Z 9477 9 ENTON o.1, ::.. ' 61� 1 "'" ' �' ;! \ �tN L. TPN C SU NE 9805 pITY OUAp1,O�Aon09-1 �y: \ DECK PASpp PL 9 I sG� G... 4646 SP#2003�n LpT 9121 �6 \ \ \ �' •: i\ .. o : .. p N0 11230 Y <G;;;'.,.; \..... P �ti ..� ENTpN RE TPN MO 98p5g: „ .. \'; t .. �' G' ;' OF R 040 B NE <c�6 1 STORY WOOD \/0^ �: . .: ' Y 04 0......... CITY UA-03-79000 NIL P 0.5 0 .: P:' : \o : G\ L 30 L � ��6 FRAMED HOUSE . : P' �� `L :. �t • . " � SP# 60 46p 9� P .;,..::• REC NO 200 FOUND REBAR AND CAP o 1}., \ .. ; .: T 45 50 <G' BRICK PATH ,� c....'G L0 79 ,04 MARKED "B&H 11332" ON R , �o : • •............ .., ; I 4 AT ADJACENT PROPERTY G' `� I (TYP) stg�. �9� �� ....':•..... /� .' : .1� TPN 94 KRONN 98059 CORNER �o �sr F'..' \ 4 P M NE <o LOT 122 C STAIRS = /.,. 0 . cl�L 9 1 v 0 G.' . G- .• �- 416,) PASC w N 12305� N �' \•.. 10 m La FOUND CONCRETE PN 1 ENNICK g8p59 I ::::: .,.....GARAGE p B NE <G' FOUND REBAR AND o , MONUMENT WITH 2' \ : \:; .......':;:'., /::..... ���•,. - FOUND CONCRETE NILE P I CAP MARKED "B&H o . P BRASS DISK WITH45 w " 11 F <G....,...•.::.:;.:,<•., ":";;<..;:. �� �.. N MONUMENT WITH 2 ACCESS ESMT 11332 ON G `G�:' G' 0 0.4 FOUND REBAR AND m o N PUNCH IN CASE, REC NO 200301130n979,>. IBLE sr9 CAP, CAP ILLEGIBLE v Z BRASS DISK WITH1.7 AT ADJACENT DOWN 0.3GATE_::;.;;.• `.::.': :.:..:.:.:.... :• rn p 0.05' W OF PUNCH IN CASE ��,�.:PROPERTY CORNER W "' FOUND CONCRETE \ off ro��nv��1l� CJJ a UTILITY ESMT,.:;;;: <z:..:a::•" " ::G �, ,',....' " pT 30 9 RAVEL;:>;.,:,;:::'::: .<;.•: uj to oh ;���:; }\� .•� �......�.' .: y,- 9 . L 1,9 MONUMENT WITH 2 REC NO 9408261179 p 1` \ '�6 ��o: o �L: p5 R LP z - o ti .::-.: P 6 123 WE --- k' 1 0 W D - �` 9 W - G R _ 5 / - 1 �J =.F' N 0 BRASS DISK WITH PUNCH CO - ��0��. TPN B 8 LLI NC SIDEWA o G� Q' �t�-1Q'=\�'� 01 IN T 9 - N88'14'38"WN 0.4 w w FVC_LK: 0.2 G'� 0.5GG'1G'�' BOG . �y }' I� �' 1' 10= �017�2ntF 4TN S ;., Q G! N88'14'38"W 193 75''2. T=6.o-�- W )woo VBF 163.87 G gG ' _0.9 / _G�0 G • G'� . 1.1 :� v� °\ +':. , N8476'32_W 67.00 6.24 /T=6.24 N�lopy w ''•..........•......::.:...: ... VBF �.::.. F,>` 163.87� VBF ': � OF PROPERTY INCE RCORNER p~Q NE 4TH PLACE SS SS SSA SS 42.38 I w-N8826,37 W 327.6174 " w vtsr $ cv - \ \- 527.7 w �o F M P - - w g % -� -� .......... nj FVC rn ` ' o �? SS SS-NRR'14'.3R"W- .17n 1.; SS ,ri D W - - -- - - SSMH 8129 D "' cFVC NE 4TH PLACE �90\ 1199 �;.........� ,r, I /W CONC SIDEWALK .,, - - �� - 9-w RIM E TYPE II SDMH 8042, TYPE II D W:. i • :: ' :::. r .. i rn H RIM EL=498.06 � SDM RIM FI =47n nR "�nu� c, ir,i: •': .., . .., . D � n,n \ �l c DCBT #8980 LpT 6 ,91 09 SSMH 8126 RIM EL=469.53 3p5 RIM EL=479.61 12"CPEP(N)IE=457.43 TPN COFNG 980 F RENTON8"PVC(E)IE=469.75- 12"CPEP(S,W)IE=457.33 5729 NE 4TN CITY0UA,0139d8"PVC(W)IE=469.65 SP#L 200201 REC NO I L 2305'9110 TPN 112 LUI 98059 5735 NE 4TN pL 1 2 3 4 Kel 6"PVC(S)IE=476.39 Jvnan #ouz)/. Ilrr n 12"CPEP(E)IE=476.27 I T 1 RIM EL=487.71 - PA 5,91"12"CONC(W)IE=474.83 112 NOS 12"DI(E)IE=474.65 TPN CAS PL NE 12"DI(S)IE=474.53 9 OR TBM 'A' 41 EL=488.44 CITY COMMENTS REVISE WALL CITY COMMENTS CITY COMMENTS REVISION W :...... , .:..:. CONC SIDEWALK ,:.. zs CB 8048 TYPE I ;.' N !`� CLJ cn , L c� •:. SSMH 8040 D1A� EL=490.06 � "CPEP(W)IE=486.77 - N T �, •. RIM EL=488.87 PVC(S)IE=486.66 g^ �' I z Uj 8"PVC(W)IIE=471.99 N 11 WpNG RIM ELCB 04496. 8E YS Ac pF REN'�5g PL N6"PVC(SE)IE=492.62 Y CIT WA-p1 �6900o0�RCA 6"PVC(NE)IE=492.54 N SPO '00212 12"DI(E)IE=491.99 N REC SES 10/12/22 SHM S"RwYED' RDW SCALE` SES 3/7/23 SHM DESIG,,1IED, SHM SES 1 25 23 SHM ;ES 6 5 23 SHM DRAWN: SES ONE INCH CHECKED: SHM AT FULL SCALE IF NOT ONE INCH BY DATE APPR APPROVED: SHM SCALE ACCORDINGLY ISO VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 12"DI(S,W)IE=490.17 RIM EL=498.06 SD 12"DI(S,W)IE=490.17 CITY OF RENTON Planning/Building/Public Works Dept. SCALE: l' = 40' 0 20 40 80 6-3-21 R-423002 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MARCH 2O22 EXISTING CONDITIONS I PAGE' Cl. 02 SHEET: 2 OF: 40 BASIS IF BEARINGS NOTES TPN- 1123059021 ,1123059023 HEARING EXAMINERS CONDITIONS O M N 0 i Q N N00 7734E BETWEEN THE FOUND MONUMENTS ON THE CENTERL/NE OF N/LE A Vf NE REFERENCES 1. CITY OF RENTON SHORT PLAT NUMBER LUA01-078, RECORDED UNDER KING COUNTY RECORDING NUMBER 200JI02290002J (USED FOR SECTION SUBDIVISION) 2. CITY OF RENTON SHORT PLAT NUMBER LUA01-059, RECORDED UNDER KING COUNTY RECORDING NUMBER 20021219900001. 3. CITY OF RENTON SHORT PLAT NUMBER LUA03-022, RECORDED UNDER KING COUNTY RECORDING NUMBER 200507IJ900014. LEGAL DESCRIPTION TPN- 1123059021 ,1123059023 PARCEL A. - THE WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON- TOGETHER WITH THE WEST HALF OF THE NORTH 7.5 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL B.- THE EAST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON- TOGETHER WITH THE NORTH 7.5 FEET OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. TPN 112305- 9031- 09, 510 N/LE A VENUE THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON- EXCEPT COUNTY ROAD. RESTRICTIONS 1. THIS S/TE /5 SUBJECT TO RESERVATIONS AND EXCEPTIONS IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 66514. (NOTHING TO PLOT, NOTED HERE) 2. THIS SITE IS SUBJECT TO AN EASEMENT FOR ROAD PURPOSED AS DISCLOSED BY INSTRUMENTS RECORDED UNDER KING COUNTY RECORDING NUMBERS 269JO52, 3127543, J20J147 AND 3310241. (NOTHING TO PLOT, NOTED HERE) 3. THIS S/TE /S SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 9408261179. (SHOWN HEREON) 4. THIS SITE /S SUBJECT TO A ROAD MAINTENANCE AGREEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 9409010660. (NOTHING TO PLOT, NOTED HERE) 5. THIS SITE IS SUBJECT TO THE TERMS AND PROVISION CONTAINED IN DOCUMENT ENTITLED "ORDINANCE OF THE CITY OF RENTON, WASHINGTON, ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE" RECORDED UNDER KING COUNTY RECORDING NUMBER 9606210966. (NOTHING TO PL 0T, NOTED HERE) 6. THIS SITE IS SUBJECT TO AN INGRESS AND EGRESS EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 200JO11JO0272J (SHOWN HEREON) 7. THIS SITE IS SUBJECT TO TERMS AND PROVISION CONTAINED IN DOCUMENTS ENTITLED 'NOTICE OF CLAIM TO SEVERED MINERAL INTEREST" RECORDED UNDER KING COUNTY RECORDING NUMBERS 200JO125002078 AND 200JO125002079. (NOTHING TO PLOT, NOTED HERE) 8. THIS SITE IS SUBJECT TO CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED IN INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20040JI090002J (NOTHING TO PLOT, NOTED HERE) 9. THIS S/TE /S SUBJECT TO A REIMBURSEMENT AGREEMENT AS DISCLOSED BY INSTRUMENT RECORDED KING COUNTY RECORDING NUMBER 20071206000303. (NOTHING TO PLOT, NOTED HERE) 10. THIS SITE /S SUBJECT TO TERMS AND PROVISION CONTAINED /N DOCUMENTS ENTITLED WOTICE OF CLAIM TO SEVERED MINERAL INTEREST" RECORDED UNDER KING COUNTY RECORDING NUMBERS 20081209000690 AND 20081209000691. (NOTHING TO PLOT, NOTED HERE) TPN 112305-9031-09, 510 NILE AVENUE 1-14. NOT APPLICABLE TO THIS SURVEY 1. THIS SITE /5 SUBJECT TO RESERVATIONS AND EXCEPTIONS IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 66514. (NOTHING TO PLOT, NOTED HERE) 16. THIS SITE IS SUBJECT TO THE TERMS AND PROVISION CONTAINED IN DOCUMENT ENTITLED "ORDINANCE OF THE CITY OF RENTON, WASHINGTON, ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE" RECORDED UNDER KING COUNTY RECORDING NUMBER 9606210966. (NOTHING TO PL 0T, NOTED HERE) 17 & 18. THIS SITE /S SUBJECT TO TERMS AND PROVISION CONTAINED /N DOCUMENTS ENTITLED WOTICE OF CLAIM TO SEVERED MINERAL INTEREST" RECORDED UNDER KING COUNTY RECORDING NUMBERS 200JO125002078 AND 200JO125002079. (NOTHING TO PLOT, NOTED HERE) 19 & 20. THIS SITE /S SUBJECT TO TERMS AND PROVISION CONTAINED /N DOCUMENTS ENTITLED 'NOTICE OF CLAIM TO SEVERED MINERAL INTEREST" RECORDED UNDER KING COUNTY RECORDING NUMBERS 20081209000690 AND 20081209000691. (NOTHING TO PLOT, NOTED HERE) 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMER/CAN TITLE INSURANCE COMPANY COMMITMENT NUMBER 4243-3518727, DA TED JUL Y 9, 2020 IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DES/GN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED COMMITMENT NUMBER. CORE DESIGN, INC. HAS RELIED WHOLL Y ON FIRST AMER/CAN TITLE INSURANCE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT. 2 THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EX/STING ON ✓UL Y 27, 2020. ALL SURVEY CONTROL /ND/CA TED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN ✓UL Y, 2020. 3. PROPERTY AREA = 110, 027E SQUARE FEET (2. 5258E ACRES). 4. ALL DISTANCES ARE IN US FEET AT GROUND LEVEL. 5. CONTOUR INTERVAL = 2 FEET. 6. ELEVATION AND/OR CONTOUR INFORMATION SHOWN HEREON IS GENERATED FROM DIRECT FIELD OBSERVA TION SAID INFORMATION MEETS US NA TIONAL MAPPING STANDARDS AND IS ACCURATE TO WITHIN ONE-HALF THE CONTOUR INTERVAL. 7. BOUNDARY INFORMATION SHOWN HEREON IS DERIVED FROM OBSERVATION OF CONTROLLING MONUMENTA TION AND INTERPRETA TION OF RECORD DESCRIPTIONS AND OTHER EVIDENCE. TOPOGRAPHIC INFORMATION SHOWN HEREON IS RELATED TO THE BOUNDARY BY DIRECT FIELD OBSERVATION FROM CONTROLLING MONUMENTA TION. 8. THIS /5 A FIELD TRA VERSE SURVEY. A THREE SECOND COMB/NED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELA 7ONSH/PS BETWEEN THE CONTROLLING MONUMENTA 7ON AS SHOWN. CLOSURE RA TIOS OF THE TRA VERSE MET OR EXCEEDED THOSE SPECIFIED IN WA 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS SPECIFICA TIONS. 9. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONL Y THOSE UTILITIES WITH EVIDENCE OF THE/R INS TALLAT/ON V1518LE AT GROUND SURFACE OR AS MARKED BY 811 OR OTHER UTILITY LOCATING PROVIDERS ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROX/MATE ONL Y. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE EVIDENCE OF UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCA TIONS SHOWN HEREON MA Y HA VE BEEN TAKEN FROM PUBLIC RECORDS. CL/ENT UNDERSTANDS THAT CORE DESIGN ASSUMES NO L/AB/L/TY FOR THE ACCURACY OF PUBLIC RECORDS OR PAINTED UTILITY LOCATIONS. TPN 112305-9031-09, 510 N/LE A VENUE 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMER/CAN TITLE INSURANCE COMPANY COMMITMENT NUMBER 4243-3693309, DATED FEBRUARY 25, 2021. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECT/NG THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED COMMITMENT NUMBER. CORE DESIGN, INC. HAS RELIED WHOLL Y ON FIRST AMER/CAN TITLE INSURANCE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON MARCH 11, 2021. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT /N ✓UL Y, 2020. 3. PROPERTY AREA = 102, 719E SQUARE FEET (2. 3581E ACRES) 4. ALL DISTANCES ARE IN US FEET AT GROUND LEVEL. 5. CONTOUR INTERVAL = 2 FEET. 6. ELEVATION AND/OR CONTOUR INFORMATION SHOWN HEREON IS GENERATED FROM DIRECT FIELD OBSERVA TION SAID INFORMATION MEETS US NA TIONAL MAPPING STANDARDS AND IS ACCURATE TO WITHIN ONE-HALF THE CONTOUR INTERVAL. 7. BOUNDARY INFORMATION SHOWN HEREON IS DERIVED FROM OBSERVATION OF CONTROLLING MONUMENTA TION AND INTERPRETA TION OF RECORD DESCRIPTIONS AND OTHER EVIDENCE. TOPOGRAPHIC INFORMATION SHOWN HEREON IS RELATED TO THE BOUNDARY BY DIRECT FIELD OBSERVATION FROM CONTROLLING MONUMENTA TION. 8. THIS IS A FIELD TRAVERSE SURVEY. A THREE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTA TION AS SHOWN. CLOSURE RA TIOS OF THE TRA VERSE MET OR EXCEEDED THOSE SPECIFIED IN WA 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MANTA/NED IN ADJUSTMENT ACCORDING TO MANUFACTURERS SPECIFICA TIONS. 9. UT/L/TIES OTHER THAN THOSE SHOWN MA Y EXIST ON THIS SITE. ONL Y THOSE UTIL/TIES WITH EVIDENCE OF THEIR INSTALLATION W518LE AT GROUND SURFACE OR AS MARKED BY 811 OR OTHER UTILITY LOCATING PROVIDERS ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONL Y. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE EVIDENCE OF UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCH TIONS SHOWN HEREON MA Y HA VE BEEN TAKEN FROM PUBLIC RECORDS. CL/ENT UNDERSTANDS THAT CORE DESIGN ASSUMES NO L/ABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR PAINTED UTILITY LOCATIONS. DECISION The proposed preliminary plat and street standard modifications as identified in Finding of Fact No. 3 comply with all the development standards quoted above for the reasons identified in the conclusions of law and are therefore approved subject to the following conditions of approval: 1. Tract I shall be removed from the preliminary plat and consolidated with Lot I and that the width of Lot 1 be increased to comply with the 80-foot minimum width required for corner lots. 2. A Homeowner's Association shall be created prior to the recording of the final plat for the ownership and maintenance of all common improvements within the subdivision. 3. Demolition permits shall be obtained and all required inspections be completed for the removal of the existing residences and detached accessory structures, prior to final plat approval. 4. A detailed landscape plan shall be provided at the time of Construction Permit application that includes street tree species from the City's approved Street Tree list, the extension of the street frontage landscaping along the west and south property lines of Lot 1, the addition of trees within the street frontage landscape strip abutting all lots, and a minimum of 15 feet of landscaping around the perimeter of the proposed stormwater tracts. Tree species selected for planting within the stormwater tracts shall be large size maturing trees such as western red cedar, douglas fir, and western hemlock where not conflicting with stormwater infrastructure to mitigate loss of mature trees on the subject property. The detailed landscape plan shall be provided for review and approval to the Current Planning Project Manager. 5. A final tree retention plan shall be provided at the time of Construction Permit review. The final tree retention plan shall include larger tree species to mitigate for the removal of the existing mature trees from the project site. The proposed protected trees within Lots 1-4, 6, 13-15, and Tracts R, C, E, F, G, and H be protected within Tree Protection Easements. The Tree Protection Easements should encompass all protected trees within these lots and extend to a public right-of-way. The boundary of the Tree Protection Easements should be fenced and signed in accordance with RMC 4-4-130H.2.d. Fence construction shall be monitored onsite by the applicant's certified arborist to avoid root damage to the protected trees. A fencing and signage detail shall be submitted for review and approval of the Current Planning Project Manager at the time of Construction Permit review. The Tree Protection Easements shall be recorded along with a covenant that clearly provide that it is the responsibility of the servient property owner to maintain the trees of the easement.The Homeowner's Association shall be given access rights to the easements to maintain the trees if the servient owner fails to properly maintain the trees. The CC&Rs may specify additional access and enforcement rights for the HOA as found necessary by the Applicant. The CC&R's shall further provide that the City shall have enforcement authority against both the servient property owner and the Homeowner's Association if the trees are not properly maintained. The Tree Protection Easements and covenants required by this condition should be reflected on the face of the final plat map, subject to review and approval of the Current Planning Project Manager and City Attorney. 6. The applicant shall submit a revised grading plan with the civil construction permit that reduces the retaining wall proposed on Lot 13 to a maximum of forty-eight inches (48") and that the location of the wall be revised to provide the required three-foot (Y) landscaped setback from the public right-of-way. The wall extending on to Tract D shall also be setback the required three (3) feet from the right-of-way and comply with the maximum height requirements. The revised grading plan shall also provide cross -sections of the proposed retaining wall(s) and detail sheets of material composition. The revised grading plan, cross -sections, and details sheets shall be reviewed and approved by the Current Planning Project Manager prior to permit issuance. 1 CITY COMMENTS SES O/12/2 SHM SURVEYED: 2 REVISE WALL SES 3/7/23 SHM DESIGNED: 3 CITY COMMENTS SES 1 /25/23 SHM 4 CITY COMMENTS SES 6 5 23 SHM DRAWN: CHECKED: NO. REVISION BY DATE APPR APPROVED: 7. Access to Lots 4-6 shall be provided via the public alley and the driveways shown on the preliminary plat along their respective street frontages be removed, and access to Lots 7 and 8 and 1 I and 12 shall be provided via a joint -use driveway. A note to this effect shall be recorded on the face of the Final Plat. 8. The front yard and primary building entrances for the homes constructed on Lots 4-6 shall be required to face to the west towards Orcas Ave NE. A note to this effect shall recorded on the face of the final short plat map. 9. The alley shall provide pavement that can support a 30-ton firetruck with 75 PSI point load and that minimum inside an outside turning radii shall be 25 feet and 45 feet, respectively. 10. All road names shall be approved by the City. 11. Sanitary sewers shall be provided by the developer at no cost to the City and designed in accordance with City standards. Side sewer lines shall be installed eight feet (8') into each lot if sanitary sewer mains are available, or provided with the subdivision development. 12. Concrete permanent control monuments shall be established at each and every controlling corner of the subdivision. Interior monuments shall be located as determined by the Department. All surveys shall be per the City of Renton surveying standards. All other lot corners shall be marked per the City surveying standards. The subdivider shall install all street name signs necessary in the subdivision. 13. All utilities designed to serve the subdivision shall be placed underground. Any utilities installed in the parking strip shall be placed in such a manner and depth to permit the planting of trees. Those utilities to be located beneath paved surfaces shall be installed, including all service connections, as approved by the Public Works Department. Such installation shall be completed and approved prior to the application of any surface material. Easements may be required for the maintenance and operation of utilities as specified by the Public Works Department. 14. Any cable TV conduits shall be undergrounded at the same time as other basic utilities are installed to serve each lot. Conduit for service connections shall be laid to each lot line by subdivider as to obviate the necessity for disturbing the street area, including sidewalks, or alley improvements when such service connections are extended to serve any building. The cost of trenching, conduit, pedestals and/or vaults and laterals as well as easements therefore required to bring service to the development shall be borne by the developer and/or land owner. The subdivider shall be responsible only for conduit to serve his development. Conduit ends shall be elbowed to final ground elevation and capped. The cable TV company shall provide maps and specifications to the subdivider and shall inspect the conduit and certify to the City that it is properly installed. 15. All lot corners at intersections of dedicated public rights -of -way, except alleys, shall have minimum radius of fifteen feet (15'). PROJECT NO. 20134 CIVIL ENGINEERING Coff LANDSCAPE ARCHITECTURE PLANNING �Zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98077 425.885.7877 3-23-22 R-423003 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Wanders 06/07/2023 ROW SCALE. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF MARCH 2O22 .SHM RENTON EXISTING CONDITIONS'/HARING FIELDBOOK: PAGE. SES DRAWING NO: . 03 ONE INCH DATUM Planning/Building/Public Works De t. p EXAJIINZR CONDITIONS SHM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SHM SHEET: 3 OF: 40 O M N O Q II L Li o _ 1 I I L 8' 92ocOo8° I ( 9, IgLpCOog°I \ \� I I \ \ S ADD1Tp �\ U I 1 N 2�3 LKA LOT g20 I ER98 I I TP 61EVENUE NE \ TPN 27A IFLKA I O 60, I. I \ GFRVOF PLATS, 2 LOCK 2 0 W 30' ; II EXISTING - 4 ROE A \ R• V \ VOL 61 8, BLOCK 210 \ \ LOT 9, B 0-022 I S TURF , 29.1' ti� 1 \ \ \ UO /' 3920KEY TPN 2�SHAPKEY TR. F ; 0_0� P 1 \ TPN BAR D. F � (TREE) - N8804251W 598.85 _ �D 1, 051E SF 00a751 I L 38 038° -- M 0 1 - g4- I 110 - - - - i T N 94� NGALA 0591 \ o , A. VA Nr- 9 28695 h i�':�'',���,,759 2 I SGo PL / O I 00 .�AF�t 07 �:� 961 874a� 74 n7a76o O 51 P A N I 10, 1 I \ i ` 9,I335 SF \ I \ I s - - - - - I I o� 'I 20' PRIVATE I \ I J , s 0' I ROW I ' ~: I SHARED ORl WA s I 1, 070E SF 4A5'€ME#T- - - - o SEWER EASEMENT I I a7nJ `` I 3g I 1 I I Oil \ 8 I N LOT -03g° I 1 -c ^ - - - ' 71'134' v I \ \ i 9,032E SF I JQ' 7 10 \ / / I i TPNN iHAKKNE 9 059 I �500 I I A 100 SF / / s' \ / /2 / 1 ; P ASCU PL -I / / so o / I I 511 - - I I 8701 I SHARED DRI I" I o \ /v 'I 10'PRIVATE I .,`\ � ----J p Y \II YT E _ I h -498� _EASEMENT 6 0� _ I I - STORM EASEMENT 871 10 i- �/ / II f SF I 1 `-496� �9, �,� I I 10,818E SF /� / I i 0 p 10, 819E SFr 49 I $�--__I ;� I , // �'�� I o i 94�� 4' E. 9 r I 5 1 I \ \ 5 7 1, �h / / / I o I I PN j• XU g8 TR. D N \ I - \ - - - - \ R$6 \ I �y o �� / / I i 5o PASOO PL NE —� o / 5 5, 872E SF \ 159 •` I $ ' \ `3 10, 014E SF -- _ 00 S L_01 43' \ \ 4910' PRIVATE I 508 1 74 \0 STORM EASEMENT Qzs \ N 80748"W 297.70 I LOT 1 9017 2 1 96 —J I N 11 MPAPHANN 112305/IK 182aa o- I KHA AVENUE N TPN M. S AVENUE E LOT05,g12` i EXISTING st Of N 1 I NILE NILE 1123 G o I 1� , STRUCTURE t" o 0 4 6 4�2 - _-1 PNJ SHOT 98`Q5g _ - - - , �n W E 1 - - - - 8 NILE AVE \ i e282 c 4� 0 zJ ------------------------------- -------I------ --- -?i ---\ �6n0h..43Y O'(W 12 255 4 12788E SF ' I \ II 4A139 0 1I 9, 015E SFS- or,07 NO, ------- RED `c) In II - ss ss I I � I W I Ss L-------J I �- a2a - - - . \ I 1 - - 37 - \ �g� > I z I11 ¢ 00 116' I r- � \\x I 26' \ I I r r7 242 \ II �— h Lo ,91�° \ 9,83 SF o I 3 I 1 TPN 11C ROMP 9�05c o \ 1 I \ 9,005E SF I I 4 LL- 3 II 117' N �9 - - - - - -- I i I TR. �i 239 7, 137' 492 (TREE) 8207-- ,--- l 306E SF e2o20XISTIN : i - II i i N FTRUCTl7RE RENT 8 \ 14 / I 1 CITY OF p1,0 n09� e, 67f SF I I o I 2 SP#LU A3IO2 T 6 ,9121 \ 10' F�RII/ATE, 1 I 9,017E SF- 1-0 I No iO 112305 8190 I STORM EA EMENT 494 I I II I I I RFC TPN MOY gg05g alas ' I B PL o° L - t y - - - \ 110' PR l/ATE 10' (TYPI I ° ILE e1s1 0 01 g' \ STORM EA6EME#T- - - I I � 1 2c —---------- J EXIS G 123 STRU TURF I o ;------- — — �— — — — 3 9 248E SF S i i 1 I I LOT 7 9122 s, ` = o __ _-__- L0 451 I% \ TPN 112 NONI K O5g s > ---- —14 46 F - --- o ii I I 1 O BF F g8 0 1 1 I NILE P o `er ==== i = ��_`�__ _ - a' 3 ' (TYP) I 10,978� SF II II 1 454 ACCESS ESMT \ 11 I I I rr i�------ _ 2� m o I N ---- I I I REC NO 20030113002723 -5+ ------- DfDICA _ pN 100 , =� - 2 LOT 94-04Y ; PN VONGPH NE 98o5g I I 3481 PAS I — 349 1— 353 j Al 354 799 SF �b LOT 42 0 0 TPN 194 H FUjIT NE 98 GO PL 1 5 P 5 I 4-111363 j l' 950 1 —t8367 j 368 LOT 43 0430 t 94- 06 1 T N 940, Lo 98059 \ �-83 PASCO PL NE \\ -11137.469 -8374 3 \ VOL 1 98No 200102 \\ I iRE 378 OT440440-379 q��94� \ -r3ao TPN CD P� NE 98 59 \\\ -83a1 463 PA —.082 N I ` 383 CITY 0E-o3�04o 0004 SP i I 20p60 j-�385 RFC \ T 45 0 TR, -�3e'9 Lo "5 045 (TREE) �\ TPN M 94 KROPL H NF 98059740E SF C L- 5 PAS (T� -------------- O 00 1 90 P TPN 1 2 B6RRO�gB 59 2011-2 1 4TH S N88 ]4 �8 W 193 7 - T_ 6.` /' T-6 2= <r v ca rn �- SgOq N - - - - - - - 00 ss w - w-- - 4'41 "W J27.74 �< � 1iIV7TV ----- __ - 1 �75f00 - - - ss� ss - - >006fG��" - - - - - 003f00 - N881 _ _ I \ Q o= — d ss 8"14'38"W 370. - - -------------- - ss NE 4TH PL W w ------ ----------------------T I I SD\. �m I I W—I 0.7_ I I I I I I I I I I I I I I I I I I I I I I I I I 305'--------- �I - - - - - - - - - - - - - - - z TPN EN 8 05 TON c c 1 - --- I I I L gel — _ _ — 112 N - - - ------------------- 1 I I I I 91 E GI LUF - 1 018000 I I W I �� I P# 0 0 I T 1 13 1 1 J I I I J 1 I I No 2 pT 110 I L 5-91 I l OT 8 9116 - 1I C 9 30 1 I 05, 1 I I z i I RE 1123p5� I N OS 59 I I I N 123 9 IF i i I I I TPN D LUI 9 059 I TP PAP NE gg0 l i I Q I i RENTO 9 WPL NE 9805 I v�i NE 4TH i 9 Op, ; I U i t CITY OF-01,05OQ, AS 1 1 1 1 1 1 I 5735 I 41 I I 1 1 SP#LU 1216g *jO i t 1 i i I I I I I I I No 02 I I I O. I ------- I I �Pi I I I I I I I I I I I I I I I I I I I I I I I I I ----------------F-� I I 1 I I I I I I rT--F------------ I I I I I 1 I I I I I I I I I I 1 1 I I I I I I I I 1 1 I I I I I I I I r— I I I I 1 CITY COMMENTS SES V 0/12/22 SHM suRvEym' RDW 2 REVISE WALL SES 3/7/23 SHM DESIGNED: SHM 3 CITY COMMENTS SES 1 /25/23 SHM 4 CITY COMMENTS SES 6 5 23 SHM DRAWN` SES I I I I I I I I I I I SCALE: HORIZONTAL- NAD 1983/1991 CITY OF 1;%R) RENTON ONE INCH DATUMvasli AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY A v SCALE: 1" = 40' 0 20 40 80 "O!!� S gIDKKO .�F. •pF • W ASy�L�; y -o• 41846 PROJECT NO. 20134 6-5-Z3 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING R-423004 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Wanders 06/07/2023 SITE PLAN DATE: MARCH 2O22 FIELDBOOK: PAGE: DRAWING NO: C1.04 SHEET: 4 OF: 40 Nh O M O O O i r► N N 04 I O O N N V O M O O O N 04 CLft m I O O N N V DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 6' MAX. - POST SPACING MAY BE INCREASED 4"x4" MIN. TRENCH TO V IF WIRE BACKING IS USED I I BACKFILL TRENCH WITH NATIVE SOIL OR 3/4' TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) 2' MIN NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC -' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 214.00 • PUBLIC WORKS SILT FENCE PR DEPARTMENT GAZ 9/28/2018 Public Works Administrator DATE THE APPLICANT SHALL ERECT AND MAINTAIN A SIX-FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR A T A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER FEET (1-1/4) FOR EVERY ONE INCH (1') OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING THE WORDS, 'NO TRESPASSING - PROTECTED TREES. " OR ON EACH SIDE OF THE FENCING If LESS THAN FIFTY FEET (50) SITE ACCESS TO INDIWDUALL Y PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. NOTE. I MIN/MUM SIX (6) FOOT HIGH TEMPORARY CHA/NLINK FENCE SHALL BE PLACED A T THE FROM TREE DRIPLINE OR DESIGNATED LIMIT OF DISTURBANCE OF THE TREE TO BE SA VED. FENCE SHALL COMPLETEL Y ENCIRCLE TREES) INSTALL FENCE POSTS USING PIER BLOCK ONL Y" MODIFICA77ONS TO FENCING MATERIAL AND LOCATION MUST BE APPROVED BY PLANNING OFFICIAL. 2. TREATMENT OF EXPOSED ROOTS DURING CONSTRUC17ON. FOR ROOTS OVER ONE (1) INCH DIAMETER DAMAGED DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARIL Y COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE. 3. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE L/M/T OF THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY THE CITY PLANNING OFFICIAL. WORK WITHIN THE PROTECTION FENCE SHALL BE DONE MANUALL Y UNDER THE TREE DR/PL/NE SUPERVISION OF AN ON -SITE ARBORIST AND WITH PRIOR APPROVAL BY THE CITY PLANNING OFF/C/AL. 4. ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETE,• Y AND EVENL Y WITH A M/N/MUM OF THREE (Y) OF BARK MULCH PRIOR TO INSTALLA77ON OF THE PROTECTIVE FENCING./ TREE PROTECT/ON FENCING :45 AN EX1�''11NG ROPO R = 25' MIN. �f �C •- INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS 100' MIN. 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 15' MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 1495 LBS. MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 215.10 ,• PUBLIC WORKS APPROVED: ��� DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 Public Works Administrator DATE NO SCALE :i..' Lei T D.2.1.2.R EROSION CONTROL •TRODSEE[) MIX Common Name/Latin Name % Species Composition Desired Seeds per Square Foot PL Pounds/Acre Spike bentgrasslAgrostrs exarata 6 9 0.1 California bromelBromus earinatus 15 23 9.8 Tufted hairgrasslDesehampsia eespltosa 15 23 0.4 Blue avildryelEl runs glaucus 18 27 10.7 California oatgrass/Danthonia Gallfomica is 27 5.6 Native red fescue l=e,stuca rubra var- rubra is 1 27 2.4 Meadow barley/Hordeum br-achyantherurrl 10 15 7.7 MIX ASSUMES 150 SEED PER SQUARE FOOT AND SHOULD BE APPLIED AT APPROXIMATELY 37 POUNDS OF PURE LIVE SEED PER ACRE INT TREE )US I T MAX. :45 AP 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C- OVERFLOW BYPASS d BELOW INLET GRATE DEVICE / k .-sn w.. SEDIMENT AND DEBRIS FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216.30 •, PUBLIC WORKS APPR VED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 Public Works Administrator DATE EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT, 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN 7 DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLANS) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1 ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 268.00 PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2018 I Public Works Administrator DATE :45 X SECTION B NOTES: 1. CONDITIONS OF USE 1.1. WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 6 INCHES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 217.40 PR9/2. PUBLIC WORKS PPR D: DEPARTMENT DITCH CHECK DAMS GqZ 8/2018 11 Public Works Administrator DATE TREE PROTECTION MEASURES DURING CONSTRUCTION PROTECTION MEASURES IN THIS SECTION SHALL APPLY FOR ALL TRESS THAT ARE TO SE RETAINED ON SITE AND OFF SITE. OFF SITE TREES CONTAINING DRIP LINES THAT ENCROACH D" IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE.• THE APPLICANT MAY NOT INSTALL ONTO THE SITE UNDER CONSTRUCTION SHALL BE CONSIDERED PROTECTED TREES UNLESS IT IS IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE DETERMINED THE ABUTTING PROPERTY OWNER IS IN COMPLIANCE WITH SUBSECTION C OF THIS TO BE RETAINED, UNLESS 07HERWSE APPROVED BY THE CITY. (ORD. 5958, 12-9-20199) SECTION, ALLOWED TREE REMOVAL AC77WTIES. ALL OF THE FOLLOWING TREE PROTECTION MEASURES SHALL APPL Y" E. RESTRICTIONS ON GRADING IMTHIN THE DRIP LINES OF RETAINED TREES' THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MA Y NOT BE LOWERED WITHIN THE GREA TER OF THE A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR FOLLOWING AREAS. (l) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (//) AN STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY AREA AROUND THE TREE EQUAL TO ONE AND ONE HALF FEET (1-1/2) IN DIAMETER FOR EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN EACH ONE INCH (1 � OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. (ORD. 5676, 12-3--20121) B. FENCED PROTECTION AREA REQUIRED.- PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT F" MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED SHALL ERECT AND MAINTAIN SIX-FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION COMPLETEL Y AND EVENL Y WITH A MINIMUM OF THREE INCHES (J) OF BARK MULCH PRIOR FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE TO INSTALLATION OF THE PROTECTVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE SURROUNDING THE TREE EQUAL TO ONE AND ONE QUARTER FEET (1-1/4) FOR EVERY ONE MULCH WLL ADVERSEL Y AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, INCH (1) OF TRUNK CALIPER, WHICHEVER IS GREATER, OR AL ON THE PER/METER OF A TREE 12-3--2012) PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50)INDICATING THE WORDS, NO TRESPASSING - PROTECTED TREES, OR ON EACH SIDE OFG" MONITORING REQUIRED DURING CONSTRUC17ON. THE APPLICANT SHALL RETAIN A CER77FIED THE FENCING IF LESS THAN FIFTY FEET (50) SITE ACCESS TO INDIWDUALL Y PROTECTED ARBOR/ST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM TREES OR GROUPS OF 7REES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE DEVELOPMENT AC77W77ES AND/OR TO PRUNE BRANCHES AND ROOTS, FERALIZE, AND WATER FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. H" AL TERNA 77VE PR07EC770114• AL 7ERNA 77VE SAFEGUARDS MA Y BE USED IF DETERMINED TO C" PROTECTION FROM GRADE CHANGES. IF THE GRADE LEVEL ADJOINING TO A TREE TO BE PROVIDE EQUAL OR GREATER TREE PROTECTION. RETAINED IS TO BE RAISED THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREES DRIP LINE. TESC SEQUENCE 1. FLAG CLEARING LIMITS. 2. INSTALL SIL T AND TREE PROTECTION FENCE. J INSTALL CATCH BASIN INSERT. 4. INSTALL CONSTRUCTION ENTRANCE 5. CLEAR THE SITE AND ROUGH GRADE 6. STAB/L/ZE W/TH HYDROSEED AND MUL CH AS APPROPR/A TE 7. CONSTRUCT THE SOUTH VAUL T AND OUTLET PIPES. PLUGGING THE OUTLET PIPE UN77L 7NE SIZE /S STAB/L/ZED. ygIDEKO� �,�•�•pF • 11'AS,y�y'9� 04 0. off•, ,�,, A 41846 0 •� O/ST�6' �SS�ONAL ENS\ 6 8. CONSTRUCT THE INTERCEPTOR SWALES AND CHECK DAMS DISCHARGING INTO THE SOUTH VAUL T. 9. CONSTRUCT THE NORTH VAUL T AND OUTLET PIPES. PLUGGING THE OUTLET P/PE UNTIL 1NE SIZE IS STABILIZED. 10. CONSTRUCT THE INTERCEPTOR SWALES AND CHECK DAMS DISCHARGING INTO THE NOR7H VAUL T. II CONSTRUCT SEWER AND WATER (PER APPROVED WATER DISTRICT 90 PLANS) AND PROTECT THESE FACIL117ES FROM DAMAGE DURING ON -GOING CONSTRUC17ON PROJECT NO. 20134 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 7 2100 NE 7 95th St, Suite 300 Bothell, Washington 9807 1 425.885.7877 1 CITY COMMENTS SES 10/12/2 SHM SURVEYED: ROW SCALE,. VERTICAL: NAVD 1988 2 REVISE WALL SES 3/7/23 SHM HORIZONTAL NAD 1983/1991 DESIGNED: SHY 3 CITY COMMENTS SES 1 /25/23 SHM 4 CITY COMMENTS SES 6 5 23 SHM DRAWN: SES ONE INCH DATU M CHECKED: SHY AT FULL SCALE NO. REVISION BY DATE APPR IF NOT ONE INCH APPROVED: SHY SCALE ACCORDINGLY + CITY OF RENTON Planning/Building/Public Works Dept. :45 AN 12. CONSTUCT THE STORM SYSTEM UPSTREAM OF THE VAUL TS IJ CLEANOUT VAULTS AND REMOVE TEMPORARY PLUG 14. CONSTRUCT UNDERGROUND UTTLITIES 15. CONTRUCT CURB, GUTTER AND SIDEWALK 16. CONSTRUCT ROADS, EXCEPT FOR T7/E FINAL LIFT OF ASPHAL T 17. REMOVE TEMPORARY FACILITTES R-423007 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EDEVELOPMENT ENGINEERING Wanders 06/07/2023 DATE: MARCH 2O22 TEMPORARY ,SEDIMENT AND PAGE: - EROSION CONTROL DETAILS DRAWING N0: cz.31 SHEET: OF: 7 40 ti O O 04 V 1 I ss s CNI \ \ \ I I 1 I \ 1 so \ \ \ ---------- \ --------------- \ \ 1 \ I LLJ \\ \ \\ Y \ I ~ ( \ I XISTINGT TO ESEWER CONTRACTOR TO GRIND AND I \ / 0VfRLA Y EXISTING ROAD PER COR I TRENCH RESTORATION AND STREET I _- \ \ I Ol/ERLA Y REQUIREMENTS 1 \ z C) A N SCALE: 1 " = 3 0' 0 15 30 60 I I SEE GRADING DETAIL � \ I I \ _ -1-1 \ � I----- - 1 - I O \ \ \1 I NO. 2 ON SHEET C3.31 1 I I `CONNECT PROPOSED ROAD /I I \ \ N / I TO.ORCAS A VE NE I I \ \ \ \ - SUPPORT POWER POLE WITH I I I EXCA VA TOR OR ECOL OGY I \ I I \ If I I \ \ \ FUTURE CONNECTION PROPOSED BLOCK DURING CONS7RUC77ON \ l LLJ I \ I I \ < \, I I I \ \ \ \ TO PASCO A l/E NE BY OTHERS CL N \ CONTRACTOR TO GRIND AND \ I I I I I I \ \ 0Vf_RLA Y EXISTING ROAD PER COR 1 EXISTING POWER AND TELECOM TO BE SHALL BE \ \ I \ \ \ \ I I Z TRENCH RESTORATION AND STREET RELOCATED UNDERGROUND BETWEEN THE UTILITY P \ l \ \ I I Ol/ERLAY REQUIREMENTS 30.0 1 POLES. NOTE A SEPARATE PERMIT lS REQUIRED P P ` \ \ - SEE GRADING DETAIL EP,• 3 36°02 \ FOR ALL UTILITY FRANCHISES AND MA Y OBTAINED I L \ NO.. 1 ON SHEET CJ 31 051 F I - I O i \ N88 31"W 625 4_ I - I \ 1,051E SF oHP POST ISSUANCE OF Cll/lL PERMIT. \ \ 751 I I / G \ 32. -- V I I - 747 DRII/EWAY SHALL BE PER 1 I I I I ��� \ I \ 1 \ I \ s \ \ ss95 PAD 874�� a745 also � I I � 31 0 __ I I COR STD. PLAN 104.3 0 1 J I �0,511 ± Sr\ 1 1 I g 1 \ o r - - - - - - - 505.5 ----- - - - - -- TYP PAD \SAD l I \ I PAD I 9,335E Sf1 I \ p- \ as - ��-\ 7 ^� - I 1 477. 0 4§7. 0 / I I \ PAD \ I \ � o6 o \ I 488. 0 \ I 498° 0 500.. 44op \ o0 00 % h° N I ROW .o l I Z1,070E SF I-"---- \ I \aa I I\ W \ STREETLIGHT \\ I a ti I 91100E \ - O - \ \ I 1 II / . s� / I I oo / I I o _5 2- _ I MAILBOX lMTH TYPE 2 \ ) ~ = I \�� 032E SF 816E U s SUPPORT AND STEEL POST \ \ I PAD PAD / \ PER STD PLAN H027, r - - - - I / \ I � I I H028 - �- - -I 499.�35� I - 429 0 I PAD ftmftftSEE SHEET A 1 5 I _ _� _ \ I I I \ \ 1 a7o, Soo L _ I �499. 9 C.21 I �I I \ I I P: 5 46.79 I � Y'\�ii Y' I I \ / I I \ \ \ `� 0 -498. J � _ FORSkARLOTED �R &W 8Y / � \ \ i T _ Vf I ST DETENTION I PAD 10 \ q1 i- - r -/ PAD / / '� B I = oo SEE SHEET V �I a1.#f SF VAULT I l 10 1 f I \ \ R 1 / �� 5000 / _ I I \ 488. 0 7 P D 1 / I I CEMENT CONCRETE // 1 C3.21 I\ I \ I I RETAINING _ _ I I DRII/EWA Y ENTRANCE PER 4 / I 1498.0 WALL I \ l 1 v� , ' 5 _ I I I I 4 STD PLAN 104.3 TOP. 496.7 \ 600 �,, PAD I o o / as,9 \ \ 498 509.9 J \ / 5, 87 • F \ 496 5 10, 014.E s q 30.01 4.,� 500. 0 508 \ 8614 86,6 \ 490 2 \ h ROAD ^ ,p\�6 I LOT 4-6 ACCESS T 1 1 M \ ) - - - �sn \ , » '. ` p c � OFF OF THE ALLEY I I LL1 ib \ 0753 W 46.5�3 TOP. 492.0 - - - - - - - s \ - "' Q l I i Z 1� I SEE GRADING DETAIL TOE. \ 490.3 \ \ :'f.. - -- - - NO.3 ON SHEET C.3.31 � TOR- 493.3 I 's ' ° � - o L TOE.• 49 • 496° 09 i U 0 TOP.- O98.TOR- TOR- 494.9 985- FltF jEXISTING CURB 490 6 4944 , TO BE REMO! ED------- TO . 495.0 TOE.• 491.4 1 84 TO \• 4 Of 0 � \ NB9 320 "W 1 45 � � � � I i a- I PROPOSED CURB 1 0 : 494.0 I \ . � �' SEE SHEET C3.22 � 1 �E.• 92.0 FOR SECTION F-F \ BEAM GUARDRAIL TYPE 31 PER \ WSDOT STD PLAN C-20.10-07. I TOP. 49.6 a2s2 _ I 1 ----- - - - 348 i TOE- 494.' I / FACE OF RAIL TO ALIGN WITH PC' 3f 1" .8 1 I � \ o_ • -a�349 LLJ I THE BACK OF SIDEWALK. SEE zl , a SEPARATE BUILDING j � �; I / DETAIL SHEET C335 \ • � i '.. \ � I \ \ � L­1354 o------------------- PERMIT IS REQUIRED FOR / \� 827 I P.�iO \ INI \ • s I I ------------------ 4 TO B, THE RET'ATMMG- i%A--L--- 4910 12 1 \ \ ! I EXISTING TREES z ------------- -_-� \�__---� II I \ 12, PAD SF\ I 0 I 1 \ I 015E SF SEE B23oo 267 I \ \ y \ I 1 I I RETAINED (TYPE L1J __� \ I 495.0 A A 355 _- I r \ \ 1 \I I a 356 I I ' I Q ILIC, ---------------4------� \ I \ \ \ I \ \ : ':. I\ 494 5 I I ss359 ss I `�s- - -------- - 494.91 .3� 3 f �- ---------J 3so /'+ 8249-I \ \ 636 TR. Ca L1J I \ \ \ \ J I ------ z tk .j i 799E SF I I 494 I 363 - II ----- --- -- 4. ---- I _ _ 1 - I TR. H L--�" i \ I 'k SHEET \ \ I �s950f SF , C3.21 I �367 8242 I I 1368 I \ PAD 9 308SF PAD \ \� o \ 1 \I\ 3b- II89.0 493.5 I 9, 005E SF _I _ _ _ _ _ - _ _ - - I�- - _ _ _ _ _ - _ _ _ I �z7•L _ u L�\� ace unnc - _ _ _ _ ` SEE SHEET C3. 02 PROJEC T NO. 20134 S�IIDEKo R-423O08 IN COMPLIANCE WITH CITY OF RENTON STANDARDS �� •�F WAS,y��� CIVIL ENGINEERING r DEVELOPMENT ENGINEERING lr,(� LANDSCAPE ARCHITECTURE Wanders 06/07/2023 o'•. ,� 41a4a a •� PLANNING L DESIGN SURVEYING 101VAL EN -5-23 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 1 CITY COMMENTS SES 10/12/22 SHM SURVEYED: SCALE: DATE: RDW VERTICAL: NAVD 1988 MARCH 2O22 DESIGNED: SHM 2 REVISE WALL SES 3/7/23 SHM HORIZONTAL NAD 1983/1991 CITY OF FIELD3 CITY COMMENTS SES 1 /25/23 SHMPRI BOOK: 4 CITY COMMENTS SES 6 5 23 SHM DRAWN: SES DA U T M R E N TO N PAGE, ROAD AND GRADING PLAN PAGE ONE INCH DRAWING N0: CHECKED: SHM AT FULL SCALE Planning/Building/Public Works Dept. C3.01 IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SHM SCALE ACCORDINGLY SHEET: 8 OF. 40 O M N-�. O Q W z W J Z _ SEE SHEET C3.01 — I \ 8249-1 I I I I I I I II r8242 I 1 dJF, I� TR, C 306E SF II I II I I II I I I I I I I I cp L-8239 r8205 —8: - - R. B T z I I I I I I 248E SF \ i `r I I I I I I I I I I I I I I I I I \ 137' 5EE SHEE \ I C3.21 1 \ PAD 9 313 PAD \ 489.0 SF 493.5 \�\ o .. 493.31 �117 r 9 37' ------�•�� I— 492.50 STREET LIGHT < \ (TYP) \PAD 14 PAD I I 46. 0 \ 367E sN92 0 90 \ I 13-UNIT CBU PER STD \ L-- ------ JANH026I I I I I I - 112 fir\ - - - ---------- ::. I - - - - SOUTH DETENTION/ -- --- -- -- 1 WATER QUALITY VAULT \ a I • ° I I I I I 1 3 i---I-----sO ^ I 81 10,846E SFLn N I I I I I I CD Y coo ¢ N I I I I I I i--------- - - m o SEE GRADING DETAIL C3.21 N �I N0. 4 ON SHEET 031_-- I I I I I ACCESS ESMT 5 I m o I I _ 222�' I I I R C NO 20030113002723 - ------ ----- N I I I I I_ + REMOVABLE BOLLARDS -------------------- N °H I SAWCUT, GRIND AND 01/ERLAY I I PER STD PLAN H021--- --- ---_ 1 I I PER STD PLAN 110.2 (ryP)= El 100 00 �w /�. W�/ w T \ w \ •\-' 1' ; • �� : -- --- s•--- _ _ 1001 f 00 wOb - - - - - - - - - - - - SS SS N r7 I� U M ri -------------- ------------ I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I ----------------------� I I I I 1 2_ 3 4 NO. N o 1004f0 - - -!y8 637"W 327�1 ' 1 03f00� i o SS -- - - - - -� -- N_ fVE 4TH PLACE SD T----------j --- / / BP ----------- -LONGITUDINAL PATCH FOR FLEXIBLE-TRANSI/ERSE PATCH FOR G OR RIDGED PAVEMENT WITH FLEXIBLE OR RIDGED PAVEMENT 0VERLA Y PER STD PLAN 110.1 W771 0VERLA Y PER STD PLAN 110 iG I I I I I I I I I I I I I I I i I I I I I I 1 I I 1 I I ------ I I I I I I I SCALE: 1" = 30' 0 15 30 60 CITY COMMENTS SES 0/ 12/22 SHM SUED' RDW REVISE WALL SES 3/7/23 SHM DESIGNED: SHM CITY COMMENTS SES 1 /25/23 SHM CITY COMMENTS SES 6 5 23 SHM DRAWN: SES CHECKED: SHM REVISION BY DATE IAPPR APPROVED: SHM yni=o 0. co hP c� o••, p 41846 Q •� FSS/01VAL ENG� SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY h0 116' \ -502- ° 3 I I 9, 005E SF 16' WIDE I\ DRIVEWAY (TYP) PAD 492.9 137' r492.4,,1r-, �500— ' \ I 2 I _I 9, 017E SF I \ I \ PAD I — i 4,91.3 I CEMENT CONCRETE TRAFFIC CURB I AND GUTTER PER COR STD PLAN 1101 SEE DETAIL SHEET C3.31 123' rn ' TF G 3s 799 SF 1363 I TR. ff 1 W6-950f SF —t�374 \i377 Lys 'o �378 TR. / 740E SF I I I I I �I I I I 1\ 1 I I I \ \/ I � l L � o 00 SEE GRADING DETAIL NO.. 6 ON SHEET C3.31 - / 8403 0 1 w w w w o �`- �— 1o0sfo — — ------------------------- A9�\ 9� �— QJ✓ w w Ln SD ` \ \ / � ,/ 8 & / / SD- -------------- G I I r----I I I ----- I y I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 -------------------A -90.86 r------------- SEE GRADING DETAIL N0. 50NSHEETC��31 )I I l / I 10, 978E SF ,- PAD 489.8 9 SEE SHEET C3.21 PROJECT NO. 20134 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 HORIZONTAL NAD 1983/1991 Adabi,CITY OF OR) RENTON DATU M Planning/Building/Public Works Dept. R-423009 IN COMPLIANCE WITH CITY OF RENTON STANDARDS r DEVELOPMENT ENGINEERING Wanders 06/07/2023 L ►SGIdy fI/y� FIELDBOOK: PAGE DRAWING NO: C3.02 SHEET: 9 OF. 40 PV1 STA: 3f54.87 O M N O Q W 510 500 m 470 m 15' 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7-1 6.5' ROW 60' EXISTING ROW DEDICA TION 15' EXISTING ROAD JO' EXISTING ROADWAY I I _ 21.5' FRONTAGE IMPROI/EMENTS 22' 15' GRIND AND 0VERLA Y I 7—,� 7 ;777 / 2" GRIND AND OVERLA Y 7" HMA 0Vf-R 6" CRUSHED ROCK PER STD DTL 103 I NIL EA VENUE NE SEC TIONA A NO SCALE 53' ROW 26' If nmN vvciT v U/-VUJncu iTUL r% PER STD DTL 101 PER RUC 4-6-060.F.2.5 ROAD SECTION C-C NO SCALE 8' PLANTER 5' SIDEWALK 1 ' 0.5' 1.59' CONCRETE CURB AND GUTTER �- 4" CONCRETE S/OEWALK PER STD DTL 101 PER STD DTL 102 ^RETE SIDEWALK 9 DTL 102 1 CITY COMMENTS SES O/12/2 SHM SURVEYED: RDW 2 REVISE WALL SES 3/7/23 SHM DESIGNED: SHM 3 CITY COMMENTS SES 1 /25/23 SHM 4 CITY COMMENTS SES 6 5 23 SHM DRAWN: SES CHECKED: SHM NO. REVISION BY DATE APPR APPROVED: SHM 20' ALLEY 10' 10' THICKENED EDGE 29 1.5' N. �— 4" HMA 0Vf-R 6" CRUSHED ROCK ALLEYSECTIONB-B NO SCALE 4.5' EXISTING CONCRETE SIDEWALK 28.5' EXISTING ROW 16.5' EXISTING ROW 15.5' EXISTING ROAD WA Y 16' if /7MA UMT o (,rru,:)rncu /TVLA PER RUC 4-6-060.F.2.5 ROAD SECTION E-E 12' EXISTING ROW/EX PA DEMENT 13' PROPOSED ROADWA Y 5, I 0.5' — — — 7,� 4" HMA 0Vf-R J 6" CRUSHED ROCK PER RUC 4-6-060.F.2.5 I NO SCALE 14.5' ROW 8' PLANTER SIDEWAL 11510.1 CONCRETE CURB AND GUTTER PER STD DTL 101 4" CONCRETE SIDEWALK PER STD DTL 102 NE 4TH PLACESECTION D-D NO SCALE PROJECT NO. 20134 R-423010 lgIDEKO IN COMPLIANCE WITH CITY OF RENTON STANDARDS cZ; CIVIL ENGINEERING DEVELOPMENT ENGINEERING G•G, LANDSCAPE ARCHITECTURE Wanders 06/07/2023 A�;•..�,F 41846 o• '� PLANNING o�FsS ONAL DESIGN SURVEYING -�-z3 12100 NE 195th St, Suite 300 Bothell, Washington 98077 425.885.7877 SCALE: DATE: HORIZONTAL- NAD ; 983/1991 CITY 0 MARCH 2022 FIELDBOOK: RENT 0 N ROAD PROFILE'S & SECTIONS DRAWING NO: ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. C3 21 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: 10 OF: 40 N 04 I O O N N V GRADING DETAIL 1 SCALE.• 1 " = 10' GRADING DETAIL 4 SCALE.` 1 " = 10' �3 MB M L' v I I �Ly z Co LU � Q �Q 2 \J Uj co GRADING DETAIL 2 SCALE 1 " = 10' a \ I a 489. � 1 d 489.11 � \ 39.34 (PC/FL) 4% 68 \ 1 4 L 4 489.29 491.25-\ 4.86 - - - 490.6 - -- ova ------- - - 488.67) 89.73 i i (1 d/FL) 491.21 48861, 490. 488.14 489.81 \-486. 68 4874 (PT/FL) W W W \ NE 4TH PLACE 327.75 GRADING DETAIL 5 SCALE.- 1 " = 10' 1 CITY COMMENTS SES V 0/ 12/22 SHM SURVEYED: RDW 2 REVISE WALL SES 3/7/23 SHM DESIGNED: SHM 3 CITY COMMENTS SES 1 /25/23 SHM 4 CITY COMMENTS SES 6 5 23 SHM DRAWN` SES CHECKED: SHM NO. REVISION BY DATE APPR APPROVED: SHM a ( \ \ I 9, 491.26 0 \ 9006 T71.98 FGS C� \I \ cf) U' \ \� Z W \ Q Q 9005 \ I w x471.06 J FGS \ CC) \ I " v \ I� I I� GRADING DETAIL 3 SCALE.- 1 " = 10' I � 4 113 �7.36 \ .. aL 7,11 a p 497.31 \ �\ Na \ 496.71 WII W W \ \ o I 1006*00 NE 4TH PLACE Q \ \ L �\ a \ az I El rt- - i GRADING DETAIL 6 PROJECT NO. 20134 ,� �LIDEKO WA y � ��� •t,F • S • ti'• 9 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE -o •• 41846 • coff PLANNING •,P � ,,- EC/STE: �� DESIGN I G N SURVEYING sS�ONAL LNG -�-2 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 SCALE: VERTICAL, HOR ONTAL• NAD 19 3/1991 _ CITY OF RENTON ONE INCH DATU M %4j AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SCALE.- 1 " = 10' - 497.40 1-497.95 (EG) - 497.35 \ 497.85 (EG) 496.77 -497. kq (EG) -496J53 (EG) 0 N ;'0Qf56 c,p SD - a ®® R-423072 IN COMPLIANCE WITH CITY OF RENTON STANDARDS [DEVELOPMENT ENGINEERING Wanders 06/07/2023 WA, ZI/111,Lli/14KF/Sal MARCH 2O22 FIELDBOOK: PAGE: DRAWING NO: C3.31 SHEET: 12 OF: 40 FACE OF CURB 6 12" _- 5 12" R. - _ 1" R 1:24 1 1 TOP OF 1/2" R. ROADWAY f 1 - 6" ` CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 12"-- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 12" R. ROADWAY 1 m1 DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3/8" 6" _ CEMENT CONCRETE 12" R. 1" R SIDEWALK RAMP VARIES OR LANDING FROM 1 6"TOO ' 6" 1 318" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 612"- SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF r / 1• 12'R. ROADWAY 2" 1 - 1 aD r 1'-6" DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB I I FACE OF ADJACENT CURB • p A;3iB•• P GUTTER SURFACE PREMOLDED • N JOINT FILLER E FULL -DEPTH EXPANSION JOINT 1 _612'- 5 2" 1" 1 1 � TOP OF ROADWAY `v r 1 CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 a PUBLIC WORKS STD. PLAN - 101 DEPARTMENT CEMENT CONCRETE CURBS 1 t �T- J J Lu LU m FACE OF BARRIER SEE SHOULDER CONTRACT W •- SEE TABLE 6 x 12 BLOCKOUT 12" 6 x 8 TIMBER POST, OR (SEE NOTES 3 & 4) ACTUAL W6 x 8.5 OR W6 x 9 STEEL POST (SEE NOTES 1 & 5) N 1 31111 GROUND LINE SLOPE BREAK POINT SLOPE•- s" RAISED EDGE DETAIL o 8 SIDEWALK LEVEL �I 112' EXTEND SIDEWALK TRANSVERSE V-D' V-0- 318"(IN) PREMOLDEDJOINT FILLER 12- (IN) R. I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPUCABLE ROUE DING 2..091 (I ) ! ) '. •.• I FOR CURB DETAILS < 1.S% _ SEE STO PLAN 101 1' (IN) R. • • �. • • StV�J i• �•'^ ..nr .:. • •• • : /�7tCaIUSTING ROADWAY ED ROCK BAS SEE RAISED EDGE ri]ON..6 ' SIDEWALK DETAIL -THIS SHE `TYPICAL UNDER CRUSHED SURFACING TOP COURSE (CSTC) ALL CUT SIDEWALK OLIPACT TO 95% MODIFIED PROCTOR ALE/WITH RAISED EDGE (UNLESS REQUIREMENT WANED BV 112" IN R. (UNLESEREQUIRALUNDERVE CURB( ) (Tn'.) GUTTER & SIDEWALK. CSTC UNDER 1 FOR CURB DETAILS CURB & GUTTER TO BE 6 THICKNESS OR 1.5% SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK Oa „ BASE, WHICHEVER IS GREATER (TYP. FOR AN�T1iR • •• • •• q•) ALL CURB & GUTTER)F NISHED GRADE 1- (IN) . �\yy�`�'• 1 TOP OF CONCRETE SURFACEW 2'-0' SIDEWALK ADJACENT TO CURB 0MIN 1,. - D• 1. DING ' 12' (IN) R. (TYPJ 1 FOR CURB DETAILS _2.0% SEE STD PLAN 101 BRIDGE OR PEDESTRIAN 5���1"` , �••• `WY?'µ• •�!••� RAILING FOR CURB DETAILS ADJACENT TO CURB BARRIER -SEE SIDEWALK SEE STD PLAN 101 (STEEP FILL SLOPES) CONTRACT PLANS ALL OR BARRIER 1/2- (IN) R. (TYP.) FLUSH I SIDEWALK !•r 12" N) FL VERTICAL WALL - , � . r SEE 3/8- (IN) PREMOLDED %V JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL a" IINI PREMOLDED JOINT FILLER FOR SIDE TREATMENTI SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL bLL SIDEWALK (SEE NOTE 10) SECTIONS 1/2'(FOR R 1.s,4 FOR CURB DETAILS _ 1.8% MIN. SEE STD PLAN 101 BROOAIED FINISH OR MATCH EXISTING 0" 4• WIDE, SMOOTH 5' TROWELED PERIMETER FINISHED GRADE i" (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED 0" / , CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP (CURB AND GUTTER SHOWN) �J FOR CURB DETAILS SEE STD PLAN 101 � 5 IV / 0" /05, \\ A NOTES 1. Four feet of the sidewalk width shallbe the minimum pedestrian CONTRACTION JOINT IN SIDEWALK ONLYaccessible route (PAR; free of verticaland horizontal obstructions. Gratings,FULL•OEPTH EXPANSION JOINT IN BOTH Access Covers, Junction Boxes, CURB AND SIDEWALK (SEE JOINT PUN BOTH Cable Vaults, Pull Boxes and other appurtenances within the sidewalk `r Pp 1431. are C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT AND FINISH I DETAIL 2. Monolithic Cement Concrete Curb and ••••�I ��� �'. Sidewalk Is not permitted in new For other referenced NOTES see . ; i'• R construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement PREMOLDE Concrete Curb build per WSDOT JOINT FILLER Standard Plan F-30.10-03. Paved surfaces must comply with STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. EXPANSION JOINT 1 - PUBLIC WORKS CEMENT CONCRETE STD. PLAN 102 ,,l1 ;�,,., j;Ii DEPARTMENT SIDEWALK +�,IC , BEAM GUARDRAIL TYPE 31 r� NOTES 3' -1 1/2" 1 6' - 3" 1 6- 3" 1 6- 3" 1. Refer to Standard Plan C-1 band C-20.11 for additional details not shown on this plan. iv MID SPAN _� SPLICE GROUND LINE 4 114"1 1 3' - 1 1/2" (TYP.) 1 41/4" 10 : 1 OR FLATTER / SEE TABLE iy (TYP.) Sri \\ TYPICAL SECTION - WITHOUT CURB (6- - 0" POSTS) RAIL ELEMENT 2 (TYP.) IIf 3/4" (IN) x 2 1/2" (IN) 6 x 12 BLOCKOUT SLOT (TYP.) (SEE NOTE 4) LL 6 x 8 TIMBER POST OR - W6 x 8.5 OR W6 x 9 STEEL POST (SEE NOTES 1 & 5) o --=-- 6, 0 5/8" (IN) x 14" (IN) BUTTON ACTbA KD L HEAD BOLT WITH 7/32" (IN) -� w OVAL GRIP AND a RECESSED HEX NUT (TYP.) (SEE NOTE 6) PLAN VIEW 1 3116r i 3/4" (IN) DIAM. HOLE THROUGH BLOCK FOR TIMBER POST ATTACHMENT 3/4" (IN) DIAM. HOLE THROUGH j BLOCK -• FOR STEEL POST J ATTACHMENT FACE OF BARRIER WOOD BLOCK Z (SEE NOTE 4) f SHOULDER W - SEE TABLE 6 x 12 BLOCKOUT _ 126 x 8 TIMBER POST OR (SEE NOTE 4) ACTUAL W6 x 8 5 O NOTES STBE ,L POSPERMISSIBLE CURB PLACEMENT AREA (SEE NOTE 2) FACE OF _ ~ 1 io GROUND LINE CURB LIMIT Z SLOPE BREAK ,tPOINT 10 : 1 OR FLATTER SLOPE SEE TABLE i� EXTRUDED CURB TYPE 1, 2, 3, 4, 5, OR 6. (SEE CONTRACT FOR TYPE). FOR EXTRUDED CURB DETAILS, SEE STANDARD PLAN F-10.42 ELEVATION VIEW TYPICAL SECTION - WITH CURB (6'- 0" LONG POSTS) 2. Extend shoulder pavement to provide a base for the extruded curb. See Contract Plans for exceptions to distances shown. 3. Use a single block or combination of blocks (no more than two (2) to achieve the actual 12" (in) offset. See Standard Specification, Section 9-16.3(2). TYPICAL ELEVATION Wood blocks shall be secured to the posts with anti - rotation nails. If combination blocks are used, the adjacent blocks shall be toenailed with two 16d 6'- 3" 1 3' -1 1/2" galvanized nails to prevent block rotation. SYMMETRICAL 4. Wood blocks are shown. Blocks of an approved ABOUT c alternative material may be used. See Standard - Specification, Section 9-16.3(2). 5. All posts for any standard barrier run shall be of the e same type: timber or steel. 6. Attach blockouts to steel posts using bolt holes TYPICAL RAIL ELEMENT on approaching traffic side of post web. 1/4" (IN) OR 13/16" (IN) DIAM. HOLE 7. Anti -rotation holes in steel posts are not required FOR ANTI -ROTATION 16d NAIL (TYP.) when using blocks with anti -rotation features SLOPE/EMBANKMENT TABLE FOR 6', 8', 9', AND 11 LONG POSTS POST SLOPE W (FT) LENGTH 6-FOOT 2H : 1V OR 2.5 MIN. FLATTER 6-FOOT 1H : 1V OR 4.0 MIN. FLATTER 8-FOOT 1H : 1V 2.5 MIN. 0 8-FOOT 2H : 1 V (FACE OF BARRIER AT SLOPE BREAK POINT) 0 * 9-FOOT 1.5H : 1V (FACE OF BARRIER AT SLOPE BREAK POINT) 0 * 11-FOO 1H : 1V (FACE OF BARRIER AT SLOPE BREAK POINT) * MAY BE USED ONLY IF SHOWN IN CONTRACT DOCUMENTS /(1/4" DIAM. HOLE SHOWN) (e.g., routed blocks). (SEE NOTE 7) ANTI -ROTATION a ` NAIL 16d (TYP.) _ 1 W6 x 8.5 x 6' (FT) OR 5/8" (IN) RECESSED NI VV6 x 9 x 6' FT LONG � ----- - STEEL POST / HEX NUT (TYP.) 'llr SEE NOTES 1 & 5 %\ 3/4 OR 13/16" ( ) DIAM. HOLE FOR \ 6 x 12 BLOCKOUT (TYP.) BUTTON HEAD '� 5/8" (IN) RECESSED (SEE NOTE 3) .. BOLT (TYP.) HEX NUT (TYP.) STEEL POST CUT WASHER ° o, % (TYP.) ANTI -ROTATION 5/8" (IN) x 14" (IN) BUTTON / NAIL 16d (TYP.) HEAD BOLT WITH 7/32" (IN) OVAL GRIP AND RECESSED HEX NUT (TYP.) T (SEE NOTE 3) (SEE NOTE 6) 6 x 8 x 6' (FT) LONG TIMBER POST (SEE NOTES 1 & 5) OV WASry��� 11 I� (SEE NOTE 3) ANTI -ROTATION Fri NAIL 16d (TYP.) ANTI -ROTATION 6 x 8 TIMBER POST OR NAIL 16d (TYP.) W6x8.5OR W6x9- STEEL POST (TYP.) (SEE NOTE 3) RAIL ELEMENT (TYP.) 518" (IN) x 1 1/4" (IN) BUTTON HEAD BOLT WITH 7/32" (IN) OVAL GRIP (TYP.) AND RECESSED HEX NUTS - EIGHT (8) REQUIRED PER SPLICE JE� g OF C� EGAV0� II II 5/8" (IN) x 22" (IN) BUTTON HEAD BOLT 'I WITH 7/32" (IN) OVAL GRIP AND J RECESSED HEX NUT (TYP.) ISOMETRIC VIEW 1 2_ 3 4 NO. Aug 17, 2021 BEAM GUARDRAIL TYPE 31 STANDARD PLAN C-20.10-07 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Aug 20, 2021 STATE DESIGN ENGINEER AML W, Washington State Department of Transportation r EXISTING ASPHI PAVEMENT SAWCUT (SEE NOTE 2) RTERIAL STREET MINIM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. 4r� O PUBLIC WORKS DEPARTMENT CITY COMMENTS SES 0/ 12/22 SHM SUED: RDW REVISE WALL SES 3/7/23 SHM DESIGNED: SHM CITY COMMENTS SES 1 /25/23 SHM CITY COMMENTS SES 6 5 23 SHM DRAWN: SES CHECKED: cHI, JSH/M/ REVISION BY DATE APPR APPROVED: CURB AND GUTTER REPLACEMENT DETAIL 6 MN. v4RE5 iSEE NDTE - µ _ 6 KIN (SEE NOTE a: i (SEE NOTE 1) 1I is OF PAVEo r DRIVEWAY REQUIRED N EJI/ANSONIO J ilA � ( CO sE SFE NOtE 5 z I � ENI ICRETE SEE NDTE1 cu GE/.CONCRETER RA1.W WITH tv B CVM aCUER IT JJ SLOPE (TYPO !SEE NOTE DI la• CONTRACTION JOINT (TYP I (SEE srD. PLAN 10 PLAN VIEW VAWES r Wit IOAW Ii1 ~ a 31 U" SEE NOTE a ITWO t2mm.w :I NW6•WIN 6•MN WRSWDcLft a CURERK M• exPMSION JOWTITYP t I=NOTE II SECTION O SEE STD. PUN 1021 -.� vJ R(N►.1 SO6WYKNIUMJ 10% DIFFERENCE W SLOPE MAX - \ � -DRIVEWAY Ift.4"ITNE SLOPE ISLOPE eNOWH ExAG9ERAiED1 _ \ 1E1• 151 OWANAIV ..,� E-wN P �l • )' ' �^ SE NOB DRNEWAY"REUTNE �'.� NEGAINE SLOPE ISOPE • ' • •, ' . _ - ... SHOWNE%AGII IE I l CEMENT CONCRETE CURS 6 GUTTER (See NOTE 3) CEMENT ONCRE-E sNkti•: Atx TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL. WITH BUFFER) STD. PLAN - 103 o Rfl D:'A PUBLIC WORKS CEMENT CONCRETE DRIVEWAY 7Z ` `" ' ` DEPARTMENT ENTRANCE -TYPE RIB are T PROJECT NO. 20134 `t IIIDEKO� CIVIL ENGINEERING P�Gt/ LANDSCAPE ARCHITECTURE ­0 ,� 41846 a •� PLANNING ���•:,�/STE�,�•c4`' DESIGN SURVEYING FSS/01VAL ENG� -5-Z3 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 SCALE: HORIZOTAL: NAD 1983/1991 T Y OF OR) RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY For NOTES STD. PLAN 104.2 STD. PLAN - 104.3 'RU6VFD r l 7 / -14T Gregg Zimmerman, Public Works Administrator R-423013 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Tli DEVELOPMENT ENGINEERING 0 Wanders 06/07/2023 L F4it 11d FA-MilkirFIXI ►Sllay:�I/yam FIELDBOOK: PAGE DRAWING NO: C3.32 SHEET. 13 OF. 40 z ' I I a I 0 I U CL I I I I I I NI I I I I I I I I I I I I I I I I I I I I I SCALE: h"i = 30' 0 15 30 60 I I I I I I I I 1 I I I I 0 30.01 I �P P 12" If-\IN\496.(� 51 N 41 \ 5s3 I F' \ 12" lE IN 496.64 (NE) i - \ �" 12" lE OUT 496.51 (W)'. 1212�1,051E SF w IE= 6.11 I 12 I � 12" If-/N 496.64 (E) TR.F ----- \ / 2"CONo s IE=4 6.8 so-- 8751 12 /E OUT 496.64 (W) 8 4 52 x UTILITY CROSSING, I 1,q l 1 • : 1 q 51 f SF \ I - - - - \ \ SEE TABLE ON ° l < \ \ 7 _ �$SHE'�\\ I 9 I25LF 12" PVC � 8695 874 ET C4.02 ssto 9, 335t SF 87 �000051 3760 CO �ROW �� _ s I I SOCO 9A 1, 070E SF I `vlI I " �jRIM 7.31 1a <I . i \ R/M 487.66 I SOCO 99 I \ I i \ o 41LF 6 PVC 6 /E : 74. 00 <vf \ 6 /E 464. 72 RIM 499.62 o h o .. . 163LF 18" PVC ® 0.0245 1 ° o I I I 00.0364 I I 30 I ` ° `o ° 100 0 6 /E 486.17 o\ \ S 35 I `�- = '_ ` . - ]- - 28 I \ o rn » o STA. 51J4. 48, 12.2`5 - ��� 25LF 12 PVC \ I - - - L- - - - TYPE 1, WITH VANED GRATE I 91100E SDCO 11 - - - 0 0.0050 \ 1 R/M 49 .97 s I I I \ 36 I M 121c N IE=475.6 27 39LF 6" PVC 3.3LF 6" PVC \ 1 `I V2" lE / 494.51 (W) 12"CPE =4 0 0 0185 » I 1 Soo \ 6N Zt-\ 0 0.0658 I 1l` 4E�UT 494.51 (SE) I 818E"� � � SD 0 8 I I I DO0� 7 \ 6 /E 465. 4LF 6" PVC o 29 S CO l0A _ - I / \ i I I 0 0.0050 1 RIM 485.80 I - - , _ R/ 49 .47 I " 97.92 / \ \ \ i I - I I o I I I r 16 \ 6 /E 481.00 1 I 48649 . 5f39.25a 12.2 L I 19,038 sF5 0-6 _4 6.001 I I b� / 95.41 L -6" lE 465.40 --- �- - 21 6» f 484.00 I I / i \ � I I E 1 WITH GRATE 87ot + s I I I I W DEN�ON I ,• \� 6 /E 481.00 I 61 IE� 484.00 / / 499.05 I I .•:1 - - r�Q I / 7LF 6 PVC sow , I !y' III VI UL T w I \ �Y�\Nil �Y' » I I " /E /N 495.13 (W) \ 1 -49 S . 4f6 .92, 9�' R / 00.0050 so I i - H I \ , I 44LF 6 PVC 10' PRIVATE 16LF 6 PVC- - �J o I I 25LF 12 PVC I I " 1 \ - - 0 0.3526 IF OUT 494.63 O 42 0 0.1149 T E1`1, H-- � NED GRA-TE` CO 6 / O I Z I i 6 /E 465.40� I TR. E STORM EASEMENT 23LF 6" PVC 13 \ �IM 1497. 1 I i i f � 12.25 L I I I B �� 0 0.1508, ; , � _ 8,134E SF � " RIM 497.92 / I '`� I ¢v�o�„ 51LF 6" PVC CO 10B 004744 'R: � � - 12 E IN 493. (NW) � VANED GRATE I I " A L FOOTING 10 I - -(- I lE 495.37 TA. 1f05.18, 2 .21 R \ . ; 12 /E 465.40- 0 0.0586 M 499.25 " 6 IIE` �lV� IN \ 10, 819E SF I \ 6 495.37 / I i I E 1, N1H VA ED GRA I I 6 /E 484.00 49 62 i I I » 25LF 12 PVC 11 / 50 (W) M 473.20 18"C E4 s IE=471.17 0l -� \ I 6" lE 484.00 90.0160 , ,� � »/ 2" lE 50 (SE) � o 1 " lE OUT 469. 1 (E) I o 18 15 \ 8619 \ \ - - , - 498-��- \ 41LF 6 PVC 0 �A 5 I i G'B ,B 4" PP NE `I -4 I \ 12'" lE 467.40 \ \- - - - - �\ 9 \ s i ` s C� 0.0070 RIM 497.60 10, 014E SF I 72 \ - 872 - \ 496 \ \ » ... ,� � J •. \ � 6"� lE 495.09 I i TYPE 1� WIH,VANED A1�iE �° ��rlSn� 34LF 12" PVC I \ 30LF 12 PVC \ 1 •',24 \ 25 IE 495.09 \ B I - ' RIM 507.86 2"coNc %,�MAB 30.01 00.0172 Ss \ 00.0165 I ( ROAD A 33LF 6" PVC p8 12 SW78 5 i �icn11TFQT ()asta asts\ \ 11 00.0„.28 ���II � \ I ) n A. 03.2 , 90 - 25LF 12" PVC "\. \ \ 6 8 I » I W s �/ 46LF >2 PVC N iI R/M 49- -s I ZRIM EL=472.2 .51 00..0050 7 - -N - - - 0 0.0563S63.�5 19LF 6 PVC 18"CPEP(s)IE=466.6 \ TYPE 2-48; PER COR STD DTL 201.00 (TYP) 12" lE IN 49 . 2 (NW) CB „ -� L �0 0.0091 '•85- ' W 18" PVC (N) /E 67.68 0� I i ROUND SOLID LOCK/N LID PER COR STD DTL 204.50 (T�� 12" lE OUT 94.12 (SE) STA. 4f61.13 12.25' L I / 44 I CB 1- 0 12" PVC ( - IE 66.68 I -' RlM 476.00 T"�` WITH' VANED GATE I 54LF 12" PVC s 'STAI J \ - „ s2 (/ » \ \ CB \ VEY U /C , TYPE if WITH VANED GRA I 12 /E IN 466.82 (NE) RIU 497.75 � 62LF 12 PVC STA. 3f 53, 12.2511;4 I , I » » CB B 0 0.0279 s . Of 0 I \ \ I RlM 505.28 28LF 12 PVC 6 /E /N 467.32 (N) -- -- 12» lE IN 493.50\(Al� F 00.0160 STA. 3f26.36, 12.25' L \ 495. _ i 12" IE IN 501.28 (NE) I 0 \ 0.0049 12" lE OUT 466.82 ( - , 12 /E OUT 49350�(E) \ TYRf-1, 9f7]�/ VANED GRATE 1 I I U A SEPARATE BUILDING I "=1= V - %'� I I 5 IE .1.5 \ 12 /E OUT 501.28 W i \ I 828 I RIM 495.26 � l0 - - 348 i 0 PERMIT IS REQUIRED FOR I I I u THE VAULT. W I \ IO�(NW) » 34s / 1 I 12" IF IN 4 0 I 98LF 12 PVC \ I I 25LF 12" PVC I 000547 z /� SEEB23000720 ol- - - - - - - - - - - - - - - - - - - - / C� �6 4 ' 12" lE OUT �49 . S � - �: 3s �� �� I 12 0 0.0061 43 � \ •? 23LF 12" PVC I I I -- I 827 0 0.07 \8 TA. 2�f39. . I I I -------------------------------------------- � I 112,788E S � 65LF12"PVC I I ------------- II I I I \ I TYPE 1, -WITH VANED GRAI Z-- 0 0.0232 w ' \ - i \ N I 26 \ 25LF 12" PVC RIM 496.95 9, �1 f 355 I • a--�356 I 22LF 6" PVC 90.0100 12" lE /N 492.95 (E) I Q I SDCO 13 0 0.0446A 37 6" lE /N 493.45 (N) W ss - ss \s a2a �- - - - ---RX -494_4Z RIM 4-49-1Z JE-00L492�54,, s � I ' \ � ` - - - 6 /E 490.97 \ \I - 6 /E 491.50 TR. G Z I I I r - - �? » \ 83s 799E SF II \ 22LF 6 PVC ~', %!----8363 -----� S_TA. 2f59.38, 12.25 L 8 1 100.0115 _�- \ l ; TR. H I I _ _ - -TYPE 1, PER C0� STD OTL �B 7 I - -\- - - s 950E SF ti WITH VANED GRA fE PER COR� / I t ` 5TA. 2f59. 1, 1225' R -502- _ 13s7 xSTD DTL 201.20 r(T�P) - / I4 I �- � F - - ra2a2 X \ RIU 493.83 \ I 38 /TYPE 1, *T� / VANED GRA /T I al3ss 11 o i \� `3 12" lE IN 489.5t� (E) 22 l�'lM 493.8 3 " I lE /N 4 1.25E i �J � "lE /N 490. 00 W) » O 9, 005E SF I I \ IF OUT 489.75 W 1372 � TR. C 12� lE /N 489.50 N) O I L I I \ 306E SF I 12: E OUT 489. \O r . t I--->I373 �\ ~ SEE SHEET C4.02 , L Q R-423014 PROJECT NO. 20134 lSIDEX0IN COMPLIANCE WITH CITY OF RENTON STANDARDS pf WASy�,'�9?, �. ; (� Z; CIVIL ENGINEERING DEVELOPMENT ENGINEERING Z LANDSCAPE ARCHITECTURE NJanders 06/07/2023 A�;•. �F 41846 PLANNING�o..�� DESIGN SURVEYING FSS/ONAL ENG\ SURFACE WATER UTILITY 12100 NE 195th St, Suite 300 Bothell, Washington 9807 1 425.885.7877 jfarah 06/07/2023 1 CITY COMMENTS SES 0 12 2 SHIM SURVEYED: SCALE: DATE: / / ROW HORIZONTAL- NAD ; 983/199 t MARCH 2022 2 REVISE WALL SES 3/7/23 SHM DESIGNED: CITY OF FIELDBOOK: 3 CITY COMMENTS SES 1 /25/23 SHM SHY RENTON °�"W" STORM PLAN PAGE � 4 CITY COMMENTS SES 6 5 23 SHIM SES ONE INCH DRAWING N0: CHECKED: AT FULL SCALE DATUM p • ��. 01 SHY Planning/Building/Public Works De t IF NOT APPROVED: ONE INCH : OF SHEET: NO. REVISION BY DATE APPR SHY SCALE ACCORDINGLY 14 40 12"CPEP(W)IE=475.27 RIM EL=482.87 /C(N)IE=467.47 12"CPEP(W)IE=478 L IL _= \\ C11/2/C / IE=502.62 I 12" CO - L\ \ z \ \ I \ 2°CONS N IE=500.20 C 22 \ REMOVE HE EXISTING l S 2*39.68, 20.28' R „ \ T TYPE 1, PER COR STD DTL 00.00 (TYP) \ CUL VERT AND REPLACE WITH 12 /E 498.55 � I I \i \ I 12°CONC(N)IE=501.02 \ W/H VANED GRATE PER COR STD DTL 204.20 (TYP) I I 25LF 12 DI 0 0.0818 /I \ O I �/ \ \ I I 1 IOLF >2" PVC \ \ \ TYPE 78.16 I I / �,B 20 18" l OUT 473. 60 (5) I \ ( STA. 6� 34. 60, 12. 35 I L � ® 0.2151 \ \ \ \ TYPE 1, SOLD LOCKI/I�G LID l I I I I. 12" lE 498.72 \ 12"GONG IE=477.30 Q \ �j �j I � ,� , x� \ PER C R STD DTL 204.10 (TYP) coN s I 8. I I I 1 I \ STA. 6f34.83, 12.20I 1�11�1 EXISTING STORM RIM 50m 64 / I \ TYPE 1, WlH VANED TE \ \ 40 12"GONG E I 498.80 o�c I TO REMAIN 12 /E hV 496.51 (E) \ '�� .,� 12"coN N iE=497 R/M 500.64 O N O Q I Z W _J z SEE SHEET C4.01 - �TIT� I 8249-I " 137' 6 /E 490. 97 I I STA. 2t59.38, 12.25' L o TYPE 1, PER CORI STD DTL 8 �r-- WITH VANED GRA,?E PER COR STD DTL 201.20 ITYP) r8242 RIU 493.83 \ \ 3 3 SF 12" IF IN 489.50 \ \ , 6 /E IN 490.00 (W) o I`� TR. TR. C \ 12" lE IN 489.50 (N) ------ - - ---- 306E SF - - 12" If OUT 489.5P (5) �• ' � I � SDCO 14 I I I 1 8238 \ 6R 486.00 117' If 1 I I 1 I ---J L 8239 cp � , \ 37 31 �8207 -179LF 12" PVC 1 A SEPARATE BUILDING \ �`' r8205 >T� 000263 72LF 6 PVC 23 °. PERMIT IS REQUIRED FOR -8206 \ l4 ®00415 I i I I I I THE VAULT. TR O = \ \ 9,367E SF SDCO 15 I I 1 i 1 i sEE B23000727 248E SF S � \ RIM 491.05 I o I i 1 I s I 6" lE 483.00 � 8190 6" IE 483.00 I 8189 \ I \ �� 15LF 6 PVC I I I � \ L-- ®0.1500-- I 1 I I 1 - - - - - - - - - VAUL F0077NG mow, e191 \ 9 ® 0.0100 6 /E 491.50 > 22LF 6" PVC 116' 1 \ �® 0.0115 i-------� ,� _ STA. 2 9 1, 12.25' R ` -502- I 3e TYPE 1, W11�� VANED GRATE � �lM 493.83 3 I lE IN 45�1.25 (E) 9, 005E SF IE OUTI489.75 (W) I <s ` SDCO 13 RlM 2.95 � '•6"lE 8�97T-------- I 32 137' DRAIN 0 16 I I I I , ¢88 7' lM 4 STA. 0*46.�17, 114.99 L \ 812 - - - - - - TYPE 2�48,-SOLID-LUCKING LlD \ 6» / 3 17, • : 29LF 12" PVC RIM 481537 "1 3 >----------------- ------ ®0.4297 12" lE IN 473.80 (E) 1 1 I , 6" lE 475.00�`, n i i I I I 6 /E lN 474.30 (N) �__ ___�_-_ g z�I I 1I I I 1 „ 81 �10,�fb2 ==6LF6"PVC-/ 1 , 473.80 (5) o Q N I I I I 1 \ __-- ® 0.15001 I I 1 2 II I CLJ I /i-----------\----------- o , 9 12" 1E 472.50 v I I I I I I STA. 100f30.88, 12.25 L 23 \ �_ _ _ _ _ 19 co r- UTILI CROSSING, SEE I I I ' 1 5 68LF 12" PVC 12 /E 474.50- c o I I 1 1 1 TYPE 1, ACCESS ESMT �E CDT SLE THIS SHEET I 1 1 ' I RIM 479.90 R C N0 2 0113002723 ��-- _® 0.0091- 6LF 12 PVC z �----------------------- --- I 1 I 1 I 12" IF OUT 46.4a (- '� � , ® 0.0100 ---oH 20 9 I I -_-- -- -- - ----- - I- ® -- - - ----- w- / \ � � 73LF 6" PVC I 100.0219 2 1 9, 017E SF I sbco 2 jo 6r E 488.30 CB 3 6r lE 488.30 STA. 0*80.04, 2.25' L TYPE 1, WITH VANED GRA1 RIM 489.80 1 12" lE IN 4849 (N) ----- IrFf--N 484.79 (5) 123' „ 123' Lo In �r------------� \ I 10, 9 8 SF -69LF 6" PVC 00.0216 0 CB 2 �Ps ��00 STA. 0*47.86, 6.26' R TYPE 1, WITH VANED GRATE - RIU 48969 ----- 6" IE IN 485.57 (E) Ij i_ �� .. SF cl I O -074 \I 377 I � I I � I 0 O A378 _-�379 _ _10017L00 I 3 0 / " - - - c �28LF 6" PVC .. ,. . �'D/VNECT .TQ 10 8LF 12 PVC 27LF 12 DI 579 N ® 0.0443 RIM 490.30- - - - s ®0.0100_ ®p�f00 4-' - - - - - - - -N88 6 37"W 327.6> NIA j. EXISJING CB ss- �- �S - 1004f0 L t-44LF 12 PVC - I _ - fOIJ - - - - - - - - - -6" 1E-486.80- - - - w o - ------ -- - q- - - '_ - ®0. - - Ss - - - - - - - - - - SS - - - r- -® 0.0066PVC- - 1006f00 - 8131 - N -------- �X_ CB OCBT,8980 1 a�7 I - -` - - - - 45 NE 4TH PLA E \o -- - ��9�\sk 1 I I I 14 SD STA. 1001747 14.29 R ---- i -�- - -- f--F-_-{ ___-------- sD � / TYPE 2-48, i i I I i - ------------- - I El i sD- SD-� ---------- LU RlM 472.03 - - - - I 1 I c I ---------------------- ----------------- - -- 12lE IN 45 3.3 (E) - i I - - - - - - 190LF 12 PVC of `' G �� I <z 1-----so -------------------- I I I ®0.0657 I I I �-� 8----- G G I EX.12 /E IN 45 r 33 (W) � 1 i i i I i � - STA. Of 48.O1, 12.28' L G EX. 8" lE IN 45 43 (N) 11 i 1 I I 1 i I I I Q Q ,' _ VANED GRA TE O I I I I ICB U oU5 STA. 1003f75.59 >1�26 R STA. 44 84 46.52 L � I I ¢ I ' I I EX.B" IE- OUT 4 7.33 S - - - I I , I 1 CB 2� 1 CB O i 12/M lE 1N1484.95 (E) - - - - - - STA. 1003f31.71, 1 14, 87' R O j I I I I I TYPE1, Y ' 1 »' I I o I I I I C �� I I TYPE 2-48: SOLI LOCKING LID TYPE 2-48, SOLID LOCKING LID, I 1 I 112 If OUT 484.95 (N) I I STA. 1 N-85.59,-1476'J� i i I I I RIM 479.62 PER, COR STD DTL 2k 00 RIU 487.iO3 „ I I 1 1 1 12�" IE IN 474.83 N � i i r i 1 1 RIU 70.56 I 1 I I 1 (� RIM 481.91 12 /E llu " I I 1 - - 12-1/f IN 473.58 ) 474.44 N) 1 I I TYP 2-48 , SOLID LOCKING LID i i I I i � - EX 6 IE IN 47F.39 (S) - - - - - - - " I i 12" lE OUT 474 44 (W) 12 /N 461.11 (E) i i I I I EX. 12 IF OUT 474. 3 (E) 12 /E OUT 473.5 I 1 I i 12" EOUT 457.41 (W) I I 1 1 I I I I I I - i I TR. / 740E SF UTILITY CROSSING TABLE CROSSING # UPPER NETWORK UPPER PIPE IF LOWER PIPE CROWN LOWER NETWORK CLEARANCE 1 STRM 489.65 482.85 SSW? 6.81 2 STRM 485.04 480.07 SSW? 4.97 3 SSWR 460.45 458.39 STRM 2.05 4 STRM 475.32 470.51 SSWR 4.81 5 STRM 491.09 483.70 SSWR 7.39 6 STRM 49,3.56 490.69 SSWR 2.87 7 STRM 496.58 49,3.68 SSWR 2.90 8 STRM 489.55 488.46 WA T? 1.10 9 STRM 484.97 483.95 WA T? 1.02 10 STRM 491. 0 489.83 WA T? 1.20 11 STRM 493.51 492.13 WA T? 1.38 12 STRM 496.53 495.10 WA T? 1.43 13 STRM 494.58 493.40 WA T? 1.18 14 STRM 474.98 471.71 STRM 3.27 15 STRM 468.93 468.36 STRM 0.56 16 STRM 469.05 465.93 STRM 3.12 17 STRM 476.96 475.83 STRM 1.13 18 STRM 468.82 466.73 STRM 2.09 19 STRM 476.84 474.40 STRM 2.43 20 STRM 476.63 475.50 STRM 1.13 UTILITY CROSSING TABLE CROSSING # UPPER NETWORK UPPER PIPE IE LOWER PIPE CROWN LOWER NETWORK CLEARANCE 21 STRM 469.17 466.62 STRM 255 22 STRM 488.83 484.07 SSWR-SERV 4.76 23 STRM 487.27 481.97 SSWR-SERV 5.29 24 STRM 495.14 491.77 SSWR-SERV 3.36 25 STRM 494.39 488.89 SSWR-SERV 5.50 26 STRM 490.00 485.32 SSWR-SERV 4.68 27 STRM 484.41 482.54 SSWR-SERV 1.87 28 STRM 484.59 482.50 SSWR-SERV 2.09 29 STRM 473.40 470.98 SSWR-SERV 242 30 STRM 473.64 470.44 SSWR-SERV 3.20 31 STRM 485.32 482.39 SSWR-SERV 2.93 32 STRM 489.61 486.20 SSWR-SERV J 41 33 STRM 487.04 483.66 SSWR-SERV 138 34 STRM 471.98 469.70 SSWR-SERV 228 35 STRM 471.24 469.35 SSWR-SERV 1.88 36 STRM 470.88 469.64 SSWR-SERV 1.24 37 WA TR 488.22 484.34 SSWR-SERV 3.88 38 WA TR 487.22 483.38 SSWR-SERV 3.84 39 WA TR 485.96 481.84 SSWR-SERV 4.12 40 STRM 497.75 494.55 SSWR-SERV 3.20 UTILITY CROSSING TABLE CROSSING # UPPER NETWORK UPPER PIPE IE LOWER PIPE CROWN LOWER NETWORK CLEARANCE 41 WA TR 495.68 493.84 SSW? 1.83 42 STRM 494.53 492.01 SSWR 2.52 43 STRM 490.45 489.10 WA TR 1.35 44 STRM 493.35 487.04 SSWR 6.31 45 f TRY 473.59 471.04 SSWR 2.55 SCALE: 1" = 30' 0 15 30 60 1 CITY COMMENTS SES 0/ 12/22 SHM SUED' ROW 2 REVISE WALL SES 3/7/23 SHM DESIGNED: SHM 3 CITY COMMENTS SES 1 /25/23 SHM 4 CITY COMMENTS SES 6 5 23 SHM DBAWNc SES CHECKED: SHM NO. REVISION BY DATE APPR APPROVED: SHM ------------------------- ------------------------- w w PROJECT NO. 20134 R-423015 S r1IDEKO IN COMPLIANCE WITH CITY OF RENTON STANDARDS �� •�F W000, � ;P 0, CIVIL CIVIL ENGINEERING DEVELOPMENT ENGINEERING lr,(� LANDSCAPE ARCHITECTURE L Janders 06/07/2023 .41a4s � PLANNING OAFSG/STE� DESIGN SURVEYING S /ONAL ENG SURFACE WATER UTILITY + -5-23 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 jfarah 06/07/2023 SCALE: HORIZONTAL- NAD 1983/1991Ao%kCITY OF MARCH 2O22 1;%R) FIELDBOOK: RENTON STORM PLAN PAGE ONE INCH DATUM VAN07 DRAWING N0: AT FULL SCALE Planning/Building/Public Works Dept. C4 02 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: 15 OF: 40 O M N O Q W W CL V Z O V J V w Z Q 520 J � 510 CL U soo I 0 470 510 500 i •, M , m., 2XF 12' 00. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7-1 EXISTING GRAD 46LF 12" PVC 0 OF ALLEY 000561 FINISHED GRAD — — — — 0 � OF ALLEY _------------ 98LF� ock n� cow Op L-14 Op V ,� z `° HORIZ. SCALE 1'--JO' EXISTING GRADE FINISHED GRADE ^ ^ V VERT. SCALE 1 =-10' 0 � OF ALLEY 0 � OF ALLEY 0 o 1r, 0+50 1+00 1+50 2+00 2+50 3+00 520 510 500 470 3+50 3f75 470 R., 450 0+00 1 CITY COMMENTS SES O/12/2 SHM SURVEYED: RDW 2 REVISE WALL SES 3/7/23 SHM DESIGNED: SHY 3 CITY COMMENTS SES 1 /25/23 SHM 4 CITY COMMENTS SES 6 5 23 SHM DRAWN: SES CHECKED: SHY NO. REVISION BY DATE APPR APPROVED: SHM 0+50 ��. N ' FIMSHED GRADE HOR/Z. SCALE. IN lop EXISTING GRADE VERT. SCALE- 1 "=10' 1+00 1+50 2+00 2+50 N 3+00 3+50 4+00 470 m PROJECT NO. 20134 R-423016 lgIDEKO IN COMPLIANCE WITH CITY OF RENTON STANDARDS cZ; CIVIL ENGINEERING [DEVELOPMENT ENGINEERING on LANDSCAPE ARCHITECTURE Janders 06/07/2023 A�;•..p 41846 o. '� PLANNING o�FsS ANAL �zw��DESIGN SURVEYING SURFACE WATER UTILITY -175-z3 12100 NE 195th St, Suite 300 Bothell, Washington 98077 425.885.7877 jfarah 06/07/2023 SCALE: DATE: VERTICAL: NAHORIZONTAL- NAD ; 983/1991 CITY 0 MARCH 2022 FIELDBOOK: R E N T O N STORM PROFILE'S" PAGE ONE INCH DATUM • DRAWING N0: AT FULL SCALE Planning/Building/Public Works Dept. C4 21 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: 16 OF: 40 N 04 I O O N N V C) ^M, V 1 Q T FOOTING I ¢90 DRAIN I 137' 4,Pn I Qzs I \ --------------- — I \\ 474.50 I JJJJJJJJJ 474.SO� I � JJJJJJJJJ. I I JJJJJJJJJ, 6" IE 475.00 JJJJ_ i I _ ^ 474.00 474.00 ---------------------- I � 6' WIDE OPENING \ 474.50 (TYP) A \ � -------------------------- � 474.50 ___ ______________--- ------- '----\--------5� —\—--- — —j -- ' _`' _ �469.70 469.70 469.20 TR. A ------------------------ 10, 846f SF 0Q468.80 100------------ h 8 D�9,70 MAR BEAD"' J,i 469.70 2 0 ,DJA ENT 'ERT COR469.71 —469.70 469.20 0468.80 .� I ---------- --------- ' II -LLL _LLL 469..70 _LLL of 12" IE 4 .50 v ------------------------------------------------------------------------ "112" /F 472.50 I � 54" SUMP ELIV 470.50 — 69.70 Q 484 — -------------- — — — — — — — — — — ---a--- — 4. I., _, — CONTROL S UCTURE L004*6W S DETAIL a 163.87 ss s W -- W- 1 W \ W W W CO 1004-f 00 ss— - — ss- ss ss ss ss \ ss SOUTH VA UL T INTERIOR SCALE.- 1 " = 10' 0 ° LO a a 1 a Y 39774 , — SOUTH VAUL T EXTERIOR SCALE- 1 " = 10' A N PROJECT NO. 20134 SIDEKO SCALE: 1 " = 10' ���°F �'"'Asy,9-0000 cZ: CIVIL ENGINEERING 0 5 10 20 !r.(, LANDSCAPE ARCHITECTURE 41846 PLANNING � TONAL �NG\� DESIGN SURVEYING (�,-5-z3 72100 NE 795th St, Suite 300 Bothell, Washington 9807 1 425.885.7877 R-42307 8 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ENDEVELOPMENT ENGINEERING Janders 06/07/2023 SURFACE WATER UTILITY jfarah 06/07/2023 1 CITY COMMENTS SES 10/12/2 SHM SURVEYED: RDW SCE' VERTICAL.• NAVD 1988 2 REVISE WALL SES 3/7/23 SHM HORIZONTAL: NAD ,sas/,ss, CITY O DESIGNED: SHM �-- SO UTH DETENTION/WA TER 3 CITY COMMENTS SES 1 /25/23 SHM R E N TO N 4 CITY COMMENTS SES 6 5 23 SHM °RAVN" SES ONE INCH DATUM QUALITY VAULT DETAILS CHECKED: SHM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE APPR PLAN VIEW APPROVED: SHM SCALE ACCORDINGLY DATE: MARCH 2O22 PAGE: C4.31 T. 18 OF: 40 O M O O O N 04 CLft m I O O N N V O M N O Q W WEST VA UL T INTERIOR SCALE- I " = 10' TYPE 2-481; RIM 472.28 18'lE IN 467.68 (N) 121E IN 466. 68 (E) 18" IE OUT 466.68 (5) / 6" LE 469.00 6" IE 469.00 VAUL T FOOTINO / \ 0 26 � STA. 5f36.23, 289.28' L T TYPE 2-48'; SOLID LOCKING LID RIM 476.00 / V2" IE IN 466.82 (NE) \ '6 IE IN 467 J2 (N) \ 12" LE OUT 466.82 (W) � WEST VA UL T EXTERIOR SCALE- 1 " = 10' SCALE: 1" = 10' 0 5 10 20 PROJECT NO. 20134 R-423020 �SIDEKO IN COMPLIANCE WITH CITY OF RENTON STANDARDS CIVIL ENGINEERING EDEVELOPMENT ENGINEERING !�•(, LANDSCAPE ARCHITECTURE Janders 06/07/2023 o•,., e 41846 FO .' t,� PLANNING �o�FsS/ONAL EDESIGN SURVEYING SURFACE WATER UTILITY -5-z3 72100 NE 795th St, Suite 300 Bothell, Washington 9807 1 425.885.7877 jfarah 06/07/2023 1 CITY COMMENTS SES 10/12/22 SHM SURVEYED: SCALE: DATE: RDW VERTICAL NAVD 1988 MARCH 2O22 2 REVISE WALL SES 3/7/23 SHM HORIZONTAL NAD ,sas/,ss, CITY O 3 CITY COMMENTS SES 1 /25/23 SHM DESIGNED: SHM � � FlELDBooK: 4 CITY COMMENTS SES 6 5 23 SHM DRAWN: SES R E N TO N WEST DETENTION VA ULT DRAWING N0: ONE INCH DATUM DETAILS PLAN VIEW l CHECKED: SHM AT FULL SCALE Planning/Building/Public Works Dept. C4 3cl C NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SHM SCALE ACCORDINGLY SHEET: 20 OF: 40 N" O M O O O N CL O O nl N V O M O O O N 04 CLft m I O O N N V PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15" CPSSP", STD. SPEC. 9-05.20 12" SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15" PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 15 " CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1H:24V OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION. ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) A09" STD. PLAN - 200.00 cj�PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 rueuc woks aemminrawr DATE 24" 1 O 2 1/2" DIA. HOLE O ooaoaoo TOP m 4", 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION NOS:6 EE A" #3 BAR EACH CORNER #3 BAR EACH SIDE ..AR EACH WAY Y PRECAST BASE SECTION #3 BAR HOOP #3 BAR EACH CORNER 18" MIN. I I 11T BOLT -DOWN SLOT, W4" SEE DETAIL AND NOTE 1 1 1/4" �I 5/8" T I I BOLT -DOWN SLOT DETAIL L _ _ _ SEE NOTE 1 3' R26", SEE NOTE 2 1 112' ISOMETRIC I� 4 3/4' 1 1 r 1 1l2" SECTION B 1 5/8" MAX. R39", SEE NOTE 2 5„ NOTES: 3 1/2" 314" 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. y8 PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN 4" HEAD CAP SCREW BY BEING TAPPED, OR OTHER If _ 3/4" DIA. HOLE APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. L 1/2" DIA. HANDLE 1 1/2" 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN LIEU OF THE RIB DESIGN. SECTION C 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) a STD. PLAN - 204.10 • PUBLIC WORKS RECTANGULAR SOLID METAL COVER 9/28/2018DEPARTMENT[G;Z vonn<worksnami„isrzasor DATE :45 Al :4S AN CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) - MORTAR, (TYP.), SEE NOTE 5 4" MIN. 28" MAX. 16" MAX. FLAT SLAB TOP 48", 54", 60", 72",4", 8 96", 120" OR 144" SEE NOTE 6, TYP. 15' MAX. FOR MAINTENANCE STEPS OR LADDER `- �o T "MIN. "O" RING 24" 2 5" MAX REINFORCING STEEL, (TYP.) MIN. 12" MAX. 12" + GRAVEL BACKFILL FOR PIPE ZONE 12^ BEDDING PER WSDOT STD. _ SPECIFICATION SECTION 9-03.12(3) 6" 6" SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE OP SLED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4, KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. • PUBLIC WORKS DEPARTMENT CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 6" 8" 60" 12" 84" 8" 12" 72" 12" 96" 8" 12" 84" 12" 120" 10" 12" 96" 12" 1"" 12" 12" 108' 1 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER CONCRETE ALL METAL CPSSP SOLID WALL PVC, PROFILE WALL PVC, 48" 24" 30" 24" 30" 30" 1.DIAMETER 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 60" 54" 48" 48" 96" 60" 72" 60" 48" 48" 120" 66" 84" 60" 48" 48" 144" 78'1 96" 1 60" 48" 48" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) 3 STD. SPEC. 9-05.12(1) 'STD. SPEC. 9-05.12(2) CATCH BASIN TYPE 2 a FLOW o 0 0T TI-T 7 0 OUTFACE TO STREAM DUMP NO POLLUTANTS UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 201.00 [PIOV�D GAZ 9/28/2018 I r„euc woes nemimsaamr DATE I 1 1 BOLT -DOWN SLOT, I 112" SEE DETAIL AND _NOTE 1 I11iI I t/4/4" I I � I I I I I I BOLT -DOWN SLOT DETAIL L _ _ _ SEE NOTE 1 _ _ _ J TOP m /\ VA' RFCFSSFO I FTTFRINr W ISOMETRIC i� 3" 5' 5" 5" 20" 5" 5" 24" 7 OR 8 EQUAL SPACES 5" 1DIRECTION FLOW I 3' 1 5/8" MAX. -T ��� SECTION A SECTION B NOTES: i. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 518"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) RD STD. PLAN - 204.20 a PUBLIC UBLIC WORKS RECTANGULAR VANED GRATE GAZ 9/28/2018 1 Vubucworks name"�nnw, DATE :45 AI :45 SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION ADJUSTMENT SECTION I I I I I I I I NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED, 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Yz BOND. 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3. 7. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. 2'. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 202.00 •tea PUBLIC WORKS vao III DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 1 9 vobrr worws namimsvxor DATE -24- 4 EQUAL SPACES 4 EQUAL SPACES 1 5/8" MAX. J I I 1 1/2" BOLT -DOWN SLOT, SEE DETAIL AND 3/4" NOTE 1 1 1I/4" I � I I r1 I I I BOLT -DOWN SLOT DETAIL L _ _ _ SEE NOTE 1 SECTION B NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"A 1 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. USE ONLY IN SAGS ON VERTICAL CURVES. 4. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) STD. PLAN - 204.30 PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL PR D .•.� DEPARTMENT VANED GRATE GAZ 9/2s/2o18 s Aem, DATE 1 CITY COMMENTS SES 10/12/2 SHM SURVEYED: RDW 2 REVISE WALL SES 3/7/23 SHIM DESIGNED: 3 CITY COMMENTS SES 1 /25/23 SHIMSHM 4 CITY COMMENTS SES 6 5 23 SHM °RA'"" SES CHECKED: SHY NO. REVISION BY DATE APPR APPROVED: SHM :4S A :4S AN RECESSED ALLEN HEAD CAP SCREW 5/8"-11 NC x2" GRATE FRAME SECTION BOLT -DOWN DETAIL SEE NOTE 2 TOP 24 1!4" I SECTION A SEE DETAIL ISOMETRIC VIEW / 7l8" 1/8" ' 11/4^ , N. THIS FRAME IS DESIGNED TO ACCOMMODATE 20"x OTES: 1 4 1/2" I 1 SEE STANDARD PLANS 204. 0 204.20, 2D4 30, AND 204.40.�TES OR COVERS, 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, OTHERWISE SPECIFIED.\ �I TWO HOLES IN THE FRAME THATLESS ARE VERTICALLY ALIGNED WITHODE THIE GRATE OR COVER SLOTS. 1 5/8" / THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2"ALLEN HEAD CAP SCREW BY 3/4" BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF \ BOLT -DOWN HOLES VARIES BY MANUFACTURER. \ 2 1/2" 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL \ DETAIL REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.00 PUBLIC WORKS ArMNARECTANGULAR FRAME GAZ 9/28/2018 � DEPARTMENT AZ YP.b oM1S A­msnamr DATE 1/2" LETTERING - BOLT HOLES-3 PLACES EQUALLY SPACED 120" APART ON 23 1/16" DIA. B.C. RENTO 0 DRAIN (1) 1- DIA. PICKHOLE e� nu view 11/4"LETTERING 25" DIA. 3/4" 8 3/4" III_ (TYP.) COVER SECTION VIEW 26 1/2" DIA. 25 1/4" DIA. 1/4" DIA. NEOPRENE GASKET .-T L\� 3 3 2 s/E" ,0 DIA. CL OPEN 27 5/16" DIA. 34 1/8" DIA. FRAME SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 50-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL [ 1 1/16" R1/8" GASKET GROOVE DETAIL NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. STD. PLAN - 204.50 • PUBLIC WORKS STORM ROUND FRAME AND COVER '11� (PUBLIC) DEPARTMENT artin Pastucha$/13/2020 VAMVV "7�F8B449D... DATE PROJECT NO. 20134 % SIDEKO .pF WAS y11000 �9 CIVIL ENGINEERING Z: LANDSCAPE ARCHITECTURE `off,•. ,�, 41846 O �� PLANNING onn��s TONAL �NG\��� DESIGN SURVEYING -5-23 72100 NE 795th St, Suite 300 Bothell, Washington 9807 1 425.885.7877 SCALE: VERTICAL. HORIZONTAL NAD 1983/1991 A10atk CITY Y OF r3 RENTON ONE INCH DATU M Planning/Building/Public Works Dept. AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY :45 AP 1 8:48 R-423022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Wanders 06/07/2023 STORM DETAILS DATE: MARCH 2O22 FIELDBOOK: PAGE: DRAWING NO: C4.35 SHEET: 22 OF: 40 #8 BARS @ 7" SPACING 12" (TYP.) 20'x24", 24" DIA., 48' 48" DIA., OR 54" MAX, DIA. HOLE 2" ITYP.) + 9" z' 1" MIN. 12" 2 1/2" MAX. 84" or 96" FLAT SLAB TOP PREFABRICATED LADDER 12^ MIN. 6" 45 BARS @ 6" SPACING T_ STEP 9112" MAX. 20"x24", 24" DIA., 48" DIA., OR 11.DIA. HOLE LI� 2" (TYP.) 24".1'MIN. MIN 21/2"MAX. 72" FLAT SLAB TOP 02,4� 18" MIN. 42" MAX. #4 BARS @ 6" SPACING 20"x24"OR 48" MIN. TYPICAL ORIENTATION 24" DIA. HOLE Lam- 2" (TYP.) I ECCENTRIC CONE SECTION FOR ACCESS AND STEPS 1" MIN. 8„ 2 1/2" MAX. 48", 54", or 60" FLAT SLAB TOP 30+ ,LA ?O• 34" S• 5 AIL �1", 2', 4', 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" ` Y \�1l HEIGHT INCREMENT (SPACED T `I EQUALLY), SEE NOTE 1 I 1 �S• 1", 2', 4', 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), CIRCULAR ADJUSTMENT SECTION SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION NOTES: 1. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED FOR ADJUSTMENT SECTIONS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) Ds STD. PLAN - 204.60 • PUBLIC WORKS MISCELLANEOUS DETAILS FOR APR ° � `DIA DEPARTMENT DRAINAGE STRUCTURES 9/28/2018 1 v,1-=A2m" v,m, DATE �'� 3/4" FLAT FACE GOTHIC 00 9" DIA 5/ 4❑❑ ❑ ❑ STORM ❑ 4" ❑❑❑'❑ A' 8-13/16"DIA 8-1/8" DIA 10-1/2" DIA (2) 3I8'-16 SS SOCKET HEAD CAP 15" DIA (1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) WNVSHRS 58 ON A 8" DIA BOLT CIRCLE CAST IRON FRAME AND PAVED AREA (TYP.) COVER, SEE NOTE 3 EXTEND CLERISER 2" ABOVE DESIGNSIGN PONDING II ELEVATION OR PER PLAN FERNCO GASKETED QUIK CAP OR SIMILAR Q a d DESIGN PONDING ELEVATION 4"STREAMBED COBBLES 8"CLASS'S" PER WSDOT 9-03.11(2) ASPHALT, SEE NOTE _ 4" COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS C PER WSDOT 9-03.12(4) O CLEANOUT RISER, SEE NOTE 2 CLEANOUT RISER. II SOIL TIGHT 45' BEND SEE NOTE 2 WYE SOIL TIGHT COUPLER L1 _F: UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE, SEE NOTE O O 880( CLEANOUT RISER LOCATED WITHIN l BIORETENTION PONDING AREA TO OVERFLOW STRUCTURE OR STORM MAIN MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1 PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR "DRAIN". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 226.00 ®" PUBLIC WORKS 08090nedby: ',I� DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha $/13/zo �)�nA98BA4,9D... DATE :45 AN I8 TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEDDING AND BACKFILL, SEE NOTE 4 - 6" O.D. FOUNDATION LEVEL 4 6yy" J_ FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE 5 TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEDDING AND SPAN � 6" BACKFILL, SEE NOTE 4 RISE FOUNDATION LEVEL FOUNDATION MATERIAL, 6" IF REQUIRED, SEE NOTE 5 RIGID PIPE NOTES: 1. PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION ZONE SHALL BE THE WALLS OF THE TRENCH. 2. O.D. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE OUTSIDE SPAN OF PIPE -ARCH. 3. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH. 4. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. 5. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA SPECIFICATIONS SECTION 9-03.17. ®GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3)) OR MAINTENANCE ROCK (WSDOT 9-03.9(4)) MINIMUM ALLOWED IN ZONE 1 PIPE TYPE COVER (FT) PUBLIC? PRIVATE? OF THE APA? CORRUGATED 20 YES YES YES STEEL PIPE SPIRAL RIB STEEL 2.0 YES YES YES PIPE PLAIN CONCRETE PIPE (PCP) 20 NO YES NO REINFORCED CONCRETE PIPE 1.0 YES YES NO (RCP) CORRUGATED OR SPIRAL RIB 2.0 YES YES NO ALUMINUM PIPE DUCTILE IRON PIPE 1.0 YES YES YES CIRCULAR PIPE DIAMETER MINIMUM DISTANCE BETWEEN BARRELS 12" TO 24" N. 30" TO 96" DIAMETER / 3 102" TO 189' 48" PIPE -ARCH SPAN MINIMUM DISTANCE BETWEEN BARRELS 18" TO 36" 12" 43" TO 142" SPAN / 3 148" TO 199" 48" UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 220.00 PUBLIC WORKS PIPE ZONE BEDDING AND APPR E°: DEPARTMENT COMPACTION - RIGID PIPE GAZ 9/28/2018 vubll�Wo,kx AEmin UAIE SEE NOTE 11 (TYP.) FLOW �Y SUMP AREA 4'MIN. 1 III � I 24" ACCESS MANHOLE WITH BOLT LOCKING RING AND COVER OUTLET PIPE FLOW mil-► SEE NOTE 11 (TYP.) Tx10' REMOVABLE LOCKING PANEL FOR VAULTS GREATER 12" MIN. VENTILATION PIPE (TYP), OPTIONAL I I I 5'x1(YACCESS VAULT I THAN 1,250 SF OF FLOOR AREA SEE NOTE 9 MAY BE USED IN I I I I PLAN VIEW LIEU OF TOP ACCESS FRAMES, GRATES, AND ROUND SOLID COVERS MARKED "DRAIN" WITH LOCKING BOLTS 5'x1O' GRATE ACCESS DOORS OR 16" MAX. REMOVABLE PANEL 2' MIN. COVER, 4" MIN. SEE NOTE 10 i WALL FLANGE, TYP% 6" MIN\ FLOW RESTRICTOR _ DESIGN WATER_ \ FL�y e e S SURFACE SEE NOTE 11 (TYP.) HANDHOLDS, STEPS 7 MIN.VA/� 1 OR LADDER 112"e I o f 2' MIN. o FLOW 1/2" 1 6" SEDIMENT STORAGE APACITY OF OUTLET PIPE \ C NOT LESS THAN DEVELOPED 100 - YR DESIGN FLOW MIN. - SEE NOTE 11 (TYP.) 4' MIN. NOTES: SECTION A 1. THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA. 2. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. 3. PROVIDE WATER STOP AT ALL CAST -IN -PLACE CONSTRUCTION JOINTS. PRECEAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. 4. VAULTS <10' WIDE MUST USE REMOVABLE LIDS. 5. PREFABRICATED VAULT SECTIONS MAY REQUIRE STRUCTURAL MODIFICATIONS TO SUPPORT V X 10' OPENING OVER MAIN VAULT. ALTERNATIVELY, ACCESS CAN BE PROVIDED VIA A SIDE VESTIBULE AS SHOWN. 6. ALL VAULT AREAS MUST BE WITHIN 50' OF AN ACCESS POINT. 7. FOR VAULTS UNDER ROADWAYS, THE REMOVABLE PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES. ALTERNATIVELY, MULTIPLE STANDARD LOCKING MANHOLE COVERS MAYBE PROVIDED. SPACING OF MANHOLE COVERS SHALL BE 12 FEET, MEASURED ON CENTER, TO FACILITATE REMOVAL OF SEDIMENT. LADDERS AND HAND -HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE. 8. MINIMUM DIAMETER FOR ALL ACCESS OPENINGS, EXCEPT THOSE COVERED BY REMOVABLE PANELS, IS 36 INCHES. 9. VAULTS PROVIDING MANHOLE ACCESS AT 12 FOOT SPACING NEED NOT PROVIDE CORNER VENTILATION PIPES. VENTILATION PIPES SHALL BE CAPPED OR OTHERWISE COVERED, BUT DESIGNED SO THAT MAINTENANCE PERSONNEL CAN REMOVE FOR VENTILATION. 10. FOR RAISED OPENINGS WHERE THE DEPTH FROM THE IRON COVER TO THE TOP OF THE VAULT EXCEEDS 24 INCHES, AN ACCESS STRUCTURE EQUIVALENT TO A TYPE 2 CATCH BASIN OR TYPE 1 MANHOLE SHALL BE USED. 11. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL), WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 12. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) STD. PLAN - 236.00 o" PUBLIC WORKS APPRoveD "` DEPARTMENT TYPICAL DETENTION VAULT GAZ 9/28/2018 1 rubn�wo,ks Aamimsnaiur DATE :45 AN :45 AM SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS --- 12" MIN. EXISTING PAVEMENT SURFACE i ____--k_____-___ 4 -- CITE 4 NEAT LINE TRENCH "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), COMPACTED TO 95% OF MAXIMUM DENSITY "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), "BANK RUN GRAVEL FOR TRENCH BACKFILL" PER WSDOT STD. SPEC 9-03.19, OR "GRAVEL BORROW" PER WSDOT STD. SPEC 9-03.14(1), COMPACTED TO 95% OF MAXIMUM DENSITY BENCH AS NEEDED FOR SHORING SYSTEM WHEN DEPTH IS 4' OR GREATER J PIPE PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220.00 AND 220.10 - i SEE NOTE 1 UNPAVED AREAS I PAVED AREAS 1 NOTES: 1. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) STD. PLAN - 220.20 .o.PUBLIC WORKS TYPICAL TRENCH AND BACKFILL PR D. 9/28/2018 1 DEPARTMENT GAZ rubk-ks Aemimn- DATE REMOVABLE WATERTIGHT COUPLING OR FLANGE - 2' MIN. CLEARANCE TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS 2" MIN. A ELBOW RESTRICTOR, SEE DETAIL AND NOTE 10 - 6" MIN. �J 2' MIN, PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED, SEE NOTE 3 ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12" MIN. UNDER PAVEMENT :45 AN ADDITIONAL LADDER RUNGS (IN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER II� � II �J 1 ANGLE AS / / NECESSARY, / SEE NOTE 7 j FRAME S SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50 16" MAX. I 6" MIN.ff�'DIELSIGN WATERQ ELBOW RESTRICTOR, SURFACE SEE DETAIL AND NOTE 10VD HANDHOLDS, STEPS, OR LADDER PIPE SUPPORTS, SEE t TISOMETRIC OUTLET PIPENOTES 1 8INVERTANDSHEAR GATE WITH CONTROL ROD FOR ELEVATION PER PLANSFORCLEVERTICAL L (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER) 12" SECTION OF PIPE ATTACHED BY PER STD. PLAN 237.30 GASKETED BAND TO ALLOW REMOVAL A= 2' 2" MIN. WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED, SEE NOTE 10 NOTES: SECTION A 1. USE A MIMIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN. 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW. 3. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4'. 6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM T-0" VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN, 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 9. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 237.00 • PUBLIC WORKS FLOW CONTROL STRUCTURE - Bled by: '�„ DEPARTMENT RESTRICTOR TEE aprtii�n_ Pastucha 8/13/20C ya;Tkb,y+{U, A9D... DATE 1 CITY COMMENTS SES 10/12/2 SHM SURVEYED: RDW 2 REVISE WALL SES 3/7/23 SHIM DESIGNED: SHY 3 CITY COMMENTS SES 1 /25/23 SHM 4 CITY COMMENTS SES 6 5 23 SHM DRAWN: SES CHECKED: SHM NO. REVISION BY DATE APPR APPROVED: SHM 1 8: PRIVATE ROOF DRAIN COLLECTOR PIPE; LOT LINE, TYP. 6" DIA MIN., 6" DIA MIN. ROOF DRAIN PRIVATE TYPE 1 0.5% MIN. SLOPE, 5MIN. CATCH BASIN 2 FT MIN. COVER STUB WITH CLEANOUT (TYP.) (ryp ) HOUSE (TYP.) I I I I I I 3' MIN. PRIVATE JOINT SD SDSOUTILITY EASEMENT STORM DRAIN (SS SYSTEM ,SIDEWALKCITY 5'MIN. WIDTHLINE %,��SD STORM DRAIN (SD) SYSTEM, 8"MIN. DIA. PIPE, SEE NOTE 1 ROOF DRAIN TO CONNECT INTO CITY CATCH BASIN (CB), MIN. SIZE TYPE I CLEANOUT, TYP AT EVERY 90", OR 2ND 45- BEND, AND AT 100' MAX. SPACING ON STRAIGHT SECTIONS NOTES: 1. SEE STD. PLANS 220.00 AND 220.10 FOR PIPE MATERIALS AND MINIMUM COVER REQUIREMENTS. 2. THE ROOF AND FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED. 3. FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB. 4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 25-YEAR PEAK FLOW. 5. PVC PIPE MUST BE SDR 35 OR THICKER AND MEET THE REQUIREMENTS OF ASTM D3034. 6. PVC PIPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MUST BE WHITE IN COLOR. 7. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. 8. AREA DRAIN WITHIN CRAWL SPACE IS ALLOWED TO CONNECT INTO THE STORM DRAINAGE SYSTEM WITH THE FOLLOWING CONDITIONS: A. THE CONNECTION IS TO BE TIGHT LINED A MINIMUM OF 10' OUTSIDE OF THE FOUNDATION, AND IN NO CASE CONNECTED UPSTREAM OF THE FOOTING DRAIN SYSTEM FOR THE HOUSE. B. THE AREA DRAIN MUST BE ROUTED THROUGH A SUMP PUMP SYSTEM PRIOR TO CONNECTION TO THE PUBLIC STORM DRAINAGE SYSTEM TO HELP PREVENT BACKUP DURING SURCHARGE CONDITIONS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 225.00 PUBLIC WORKS TYPICAL PRIVATE STORM DRAINEZ1141MI1�by: �C®" 8/13/20 '>I� DEPARTMENT COLLECTION SYSTEM artin Pastucha ` UjftAAIf WD... DATE FRONT NOTES: (6) EVENLY SPACED HOLES ON 10 3/8" BOLT CIRCLE FOR BOLTING TO FLANGE CONNECTION SIDE MAXIMUM OPENING OF GATE HANDLE WITH LOCK PIN 0 ADJUSTABLE LOCK HOOK WITH LOCK SCREW O LIFT HANDLE SHALL BE ATTACHED PER MANUFACTURER'S RECOMMENDATIONS 1" ROD OR TUBING, VARIABLE LENGTH 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. 2. GATE SHALL BE 8 INCH DIA. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. S. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIA. STAINLESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT. 10 3/8" BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) STD. PLAN - 237.30 c PUBLIC WORKS TEE SECTION SHEAR GATE / ° 9 28/2018 1 DEPARTMENT GAZ r„bbkwo,k,Adm 1" mm, DATE PROJECT NO. 20134 gIDEKO •pF WAS y�9 110000 CIVIL ENGINEERING Z: LANDSCAPE ARCHITECTURE off,•. ,p 41846 O �� PLANNING oA,s TONAL �NG\��� DESIGN SURVEYING -5-23 72100 NE 795th St, Suite 300 Bothell, Washington 9807 1 425.885.7877 SCALE: _ HORIZONTAL NAD 1983/1991 A10a.%11116CITY O F 15 �; r 3 WRENTON ONE INCH DATU M Planning/Building/Public Works Dept. AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 1 8; :4S AP R-423023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Wanders 06/07/2023 STORM DETAILS DATE: MARCH 2O22 FIELDBOOK: PAGE: DRAWING NO: C4.36 SHEET: 23 OF: 40 O M N O Q LW 1- I SEE NOTE 4, LIMIT OF PIPE ZONE PIPE ZONE BEDDING AND BACKFILL, SEE NOTE 5 - FOUNDATION LEVEL - FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE 6 6" O.D. 6" ®GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3)) OR MAINTENANCE ROCK (WSDOT 9-03.9(4)) FLEXIBLE PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARRELS. 2. HAND TAMP UNDER HAUNCHES. 3. DIRECTLY OVER PIPE, HAND TAMP ONLY. 4. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH. 5. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6' LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. 6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA SPECIFICATIONS SECTION 9-03.17. PIPE TYPE PUBLIC? PRIVATE? ALLOWED IN ZONE 1 OF THE APA7 LINE CORRUGATED POLYETHYLENE PIPE (LCPE) YES YES YES CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE WALLYES T2.O YES YES POLYVINYL CHLORIDE PIPE (PVC) YES YES YES SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HOPE)YES YES YES POLYPROPYLENE PIPE (PP) - DUAL WALL 2.0 YES YES YES MINIMUM DISTANCE DIAMETER BETWEEN BARRELS 12" TO 24" 12" 30" TO 96" DIAMETER / 3 102" TO 180" 48" UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 220.10 11 • PUBLIC WORKS PIPE ZONE BEDDING AND 888Isr§Bca by: RI DEPARTMENT COMPACTION - FLEXIBLE PIPE actin Pastucha 8/13/20 v4tw 11 i86=Tft1A86449D... DATE SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, 204.40, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 267.00 • PUBLIC WORKS SURFACE WATER STANDARD PLAN e68Nrdby: ; DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2020 lqkw18d9U88449D... DATE 18 18:4E 18" MAX. FROM CENTER OF FRAME TO STRUCTURE WALL FOR STEP ACCESS WETPOOL WIDTH INLET A FRAME AND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50 - FIRST CELL SIZED FOR 25% TO 35% OF WETPOOLVOLUME INLET ' SEE NOTE 7 (TYP.) a 3' MIN. ACCESS COVER OR DOORS REQUIRED " SHAPED BOTTOM REMOVABLE BAFFLE OR WALL, SEE NOTE 2 e ° WETPOOLLENGTH 4" MIN. PLAN VIEW r 16" MAX. 5'x10' GRATE, GRATED ACCESS DOOR, OR LOCKING ACCESS PANEL OVER SECOND CELL. FOR VAULTS WHERE SURFACE AREA OF SECOND CELL IS GREATER THAN 1,250 SQUARE FEET, 4% OF THE TOTAL SURFACE AREA MUST BE GRATED AND A 5'x10' REMOVABLE LOCKING PANEL SHALL BE PROVIDED OUTLET_ -LADDER 8" MIN. GRAVITY DRAIN SEE NOTE 7 (TYP.) 6" MAX. FROM EDGE OF OPENING TO STRUCTURE WALL FOR STEP ACCESS 12" MIN. VENTILATION PIPES AT CORNERS (TYP.), SEE NOTE 6 SIZE TO CONVEY 100-YEAR LADDER - DESIGN FLOW WITHOUT SHEAR GATE - " OVERTOPPING, 6" MIN. WATER QUALITY IWO) DESIGN L _ 12" MIN. WATER SURFACE (WSJ .IN. 12" T j OUTLET WITH CAPACITY TO Jam_ CONVEY 100-YEAR DESIGN 12" MIN. FLOW WITHOUT OVERTOPPING WETPOOL - DEPTH - 8' MAX. REMOVABLE BAFFLE 2' MIN. BOTTOM SLOPE 0.5%-2% L TOWARD INLET END AVERAGE SEDIMENT STORAGE 12" MIN. (FIRST CELL) VALVE GRAVITY DRAIN (IF GRADE ALLOWS). PLACE AS LOW AS GRADE ALLOWS BUT MUST BE 6" MIN. ABOVE THE BASE ELEVATION OF VAULT \ WALLS OR ABOVE SEDIMENT STORAGE AREA BOTTOM SLOPE 0.5%-2% TOWARD OUTLET END OF SECOND CELL (RECOMMENDED) ACCESS DOORS OR REMOVABLE PANEL, SEE NOTE 5 MIN. 4' MIN. " 5% MIN. ITYP.) AVERAGE I2" SEDIMENT NOTES: STORAGE (FIRST CELL) SECTION B 1. THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA. 2. THE VAULT SHALL BE SEPARATED INTO TWO CELLS BY A WALL OR A REMOVABLE BAFFLE. IF A WALL OR NON REMOVABLE BAFFLE IS USED, A 5-FOOT x 10-FOOT REMOVABLE MAINTENANCE ACCESS MUST BE PROVIDED FOR BOTH CELLS. 3. FOR VAULTS UNDER ROADWAYS, THE REMOVABLE PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES. ALTERNATIVELY, MULTIPLE STANDARD LOCKING MANHOLE COVERS MAY BE PROVIDED. SPACING OF MANHOLE COVERS SHALL BE 12 FEET, MEASURED ON CENTER, TO FACILITATE REMOVAL OF SEDIMENT. LADDERS AND HAND -HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE. 4. MINIMUM DIAMETER FOR ALL ACCESS OPENINGS (RISERS), EXCEPT THOSE COVERED BY REMOVABLE PANELS, IS 36 INCHES. 5. REMOVABLE PANEL SHALL BEAT GRADE, HAVE STAINLESS STEEL LIFTING EYES, AND WEIGH NO MORE THAN 5 TONS PER PANEL. 6. VAULTS PROVIDING MANHOLE ACCESS AT 12 FOOT SPACING NEED NOT PROVIDE CORNER VENTILATION PIPES. VENTILATION PIPES SHALL BE CAPPED OR OTHERWISE COVERED, BUT DESIGNED SO THAT MAINTENANCE PERSONNEL CAN REMOVE FOR VENTILATION. 7. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 8. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 249.20 c®61 • PUBLIC WORKS APP�OAD�� e1� DEPARTMENT WETVAULT Martin Pastucha 10/19/202 uc wo��smivacor� DATE SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4-8INCH ROCK 140 - 70% PASSING; • 2-4INCH ROCK / 30 - 40% PASSING; AND • LESS THAN 2 INCH ROCK 110 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. STD. PLAN - 267.10 C PUBLIC WORKS SURFACE WATER STANDARD PLAN [ammiftc1by: DEPARTMENT NOTES (2 OF 2) artin PastuchA/13/2020 M"ni" »iucna DATE i868 Pld 1F.O988k/®D. 1 2:5 8:48 1. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) SANITARY SEWER AND STORM DRAIN MAIN LINES SHALL BE INSPECTED BY MEANS OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR ASSIGNED TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS, AND/OR PAVEMENT. 2. THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTIONS IN ACCORDANCE WITH THE NATIONAL ASSOCIATION OF SEWER SERVICE COMPANIES (NASSCO) PIPELINE ASSESSMENT CERTIFICATION PROGRAM (PACP). 3. ALL CCTV OPERATORS SHALL HAVE CURRENT NASSCO PACP CERTIFICATION. 4. CCTV INSPECTIONS SHALL BE RECORDED IN A GRANITENET COMPATIBLE FORMAT DATABASE USING THE LATEST SOFTWARE VERSION AND SUBMITTED WITH ELECTRONIC LINKS BETWEEN THE DATA AND THE VIDEO ON AN EXTERNAL HDD, DVD, OR FLASH DRIVE. 5. ALL CCTV INSPECTION REPORTS SHALL BE WITHIN -I- TWO (2) FEET OF THE MEASURED LINEAR FOOTAGE BETWEEN MANHOLES ALONG THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE TO END OF PIPE. 6. ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FULLY AND ACCURATELY ENTERED ON ALL CCTV REPORTS. WORK NOT FOLLOWING THESE SPECIFICATIONS WILL BE REJECTED AND THE CONTRACTOR SHALL BE REQUIRED TO RE -CCTV THE WORK. 7. THE DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE, LOGS, ELECTRONIC REPORTS, ETC. NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE INSPECTION. THE SPEED OF TRAVEL SHALL BE SLOW ENOUGH TO INSPECT EACH PIPE JOINT, TEE CONNECTION, STRUCTURAL DETERIORATION, INFILTRATION AND INFLOW SOURCES, AND DEPOSITS, BUT SHOULD NOT, AT ANY TIME, BE FASTER THAN 30 FEET PER MINUTE, EXCEPT AS NOTED OTHERWISE IN THIS DOCUMENT. 8. THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE MEASUREMENTS TO PROVIDE LOCATIONS OF FEATURES IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL BE DISPLAYED AND DOCUMENTED ON THE VIDEO. ALL PACP OBSERVATIONS SHALL BE IDENTIFIED BY AUDIO AND ON A PACP LOG. ALL VIDEO MUST BE CONTINUOUSLY METERED FROM MANHOLE TO MANHOLE. ALL VIDEO RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO "PAUSING" OF THE VIDEO RECORDING DURING EACH PIPELINE INSPECTION. THE PIPE SHALL BE CLEANED PRIOR TO THE CCTV INSPECTION TO ENSURE ALL DEFECTS, FEATURE, AND OBSERVATIONS ARE SEEN AND LOGGED. 9. JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND RECORDING, WATER (CONTAINING DYE) SHALL BE INTRODUCED INTO THE UPSTREAM MANHOLE OF EACH PIPE SEGMENT UNTIL IT IS OBSERVED AND RECORDED FLOWING PAST THE CAMERA'S FIELD OF VISION IN ITS ENTIRETY. 10. THE CCTV CAMERA SHALL HAVE A WATER -LEVEL MEASURING DEVICE (BALL, CYLINDER, ETC.) ATTACHED THAT HAS 1/4" MARKINGS TO SHOW THE DEPTH OF WATER IN THE PIPE DURING THE CCTV INSPECTION. 11. ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION. 12. PER CITY OF RENTON SPECIFICATION 7-08.3(2)B, SEWER AND STORM DRAIN PIPELINE SHALL HAVE NO MORE THAN 1/2- OF PONDING TO BE CONSIDERED ACCEPTABLE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 266.00 �o PUBLIC WORKS CCTV INSPECTION SPECIFICATIONS 7&Z 9/28/2018'R DEPARTMENT VAKOFuc work: Aemim:vawr DATE :4S AN PROJECT NO. 20134 ,LLIDEKO �,�a�•pF WAS,y�9 CIVIL ENGINEERING f7 Z• LANDSCAPE ARCHITECTURE off•, ,p 41846 0 � PLANNING oA�s TONAL �NG\��� DESIGN SURVEYING -5-23 72100 NE 795th St, Suite 300 Bothell, Washington 9807 1 425.885.7877 1 CITY COMMENTS SES 10/12/2 SHM Su`�D1 RDW SCALE' 2 REVISE WALL SES 3/7/23 SHIM DESIGNED: SHY 3 CITY COMMENTS SES 1 /25/23 SHM 4 CITY COMMENTS SES 6 5 23 SHM DRAWN: SES ONE INCH CHECKED: SHM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: SHM VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. R-423024 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 DEVELOPMENT ENGINEERING Wanders 06/07/2023 DATE: MARCH 2O22 STORM DETAILS oRAWI C4.37 T. 24 OF: 40 0 M------------------------- N 0 N N c O �- r A, 20LF 8" PVC 00.0051 \ 1PN.• 27J9200110 \I \ GILL & IWPANV/R 1 1 u - \ 136LF 6" PVC \ 5,51W 12 \ z - S D S SSM/y / 8 \ ' 90.0200 \ �STA. 7f90.81, 4.98 R STA. 4*00.97, 3. 1' R \ SSCO 19 f L:RI�M YPE 1-48" ALL TIDE 1-48 ; \ \ RlM 503.23 I ® - �56 I 506.07 \ STD. PLAN C \ \ 6 , lE 498.64 - I OUT 498.07 (S) l' \ 1 I R/M 483.72 l 8" lE /N 467.5 (S) O ( a lE OUT 467. 7 (WJ 1 \ ) I \ a STA. 8�01.74, 343.29' L \ \ I � TYPE 1 48" I \ \ -1 I� CONNECT TO I I I I I \ \ R/M 470.99 - L EX/STING SEWER I I / ; I SSCO 18 \ 8" lE /N 467.4 � \ \ � 36LF 6" PVC � /� � I � \ \ RIM 505.18 1 � EX. 8" lE /N 467.47 (NJ 1 TPN• 2739200100 9 0.0200 1 I �6 /E 496.88 TPN. 27J9200200 \ I EX. 8" IF OUT 46 . \ GILL & IWANV/R 1 / 1100&1 6" lE 496.88 SHARKEY \ I I 26LF 6" PVC I �� vv�= 0 1 1 I I = -- �� 00.0200 ` � � SCALE: 1 = 30 1 I I I SSCO 0 Z I 163LF 8" PVC \ I R20 x > i 0 0.0325 0 15 30 60 1 \ \ \ \ 1 \ 6 Ir- 6.83 - Q I I 1 24LF 6» PVC 6" lE 496.83 • I 00.0200 1 FUTURE CONNECTION PROPOSED PROPOSED ROAD TO CII SSCO 21 TO PASCO A VE NE BY OTHERS I \ ORCAS A VE NE \ O I I \ I N � � I I RIM 501.77 \ \ I I 6" lE 494.26 I I ( TPN.• 2739200090 36LF 6" PVC I I I 6" lE 494.2u6 �+ TPN.• 2739200210 1 \ I BIELKA I 0 0.0200 < I I I I SS�/7 V SHARKEY 0 \- 1A Ne I \ of STA. 6f27.61, 4.95' R SSCO 22 I 29 RIM 498.82 40 I L _ i TYPE 1-48" 6 /E 494.28 0RIM 500. 6 30.01 1 F' P P' \ \ 6» lE 494 12 41 I 8 IF IN 4�76 (N) SS/V//7 33LF 6 PVC \ 1 , » ` 1 TR. F i ST . 0.00' L 0 0.0324 \ - 8 /E OUT 492.66 (S I .t ONP ------ --- - \� 751 I I E 1-48" I \� ® _SEWER STUBS SHALL _ $4"W 2�3 - - X I Rl 5>0.39 , UT/L/TY CROSSING, SEE SS'0 15 PAD I \ 7 , " Rl!� 477. I BE /NSTALLED PER COR \ \ �` -_ , 8 /E OUT 502.39 (SJ TABLE ON SHEET C5.02 16" l 46975 11 487.0 \ � I STD PLAN 406.1 (TYPJ \ I \ \: si4 - - 8695 j 1 » j 10,515E S aslo \ \ \ O $7a4� 8759 33LF 6" PVC I \ = 469175 PAD � � � I 0 \ PADS 9, 339 SF\ 1 s \ \ � - - 45 v also 34 I/ 4770 I I F- - 90.0200 I / \ I I \ I 488.6k I PAD \ I \ \ \ ss 7 - I S&O 17 \ I I \ I 498.0 I o o� - Rl 476. 72 " SEWER SERV/Cf- \ I I h� / I I 33LF 6 PVC I » ^ 0 1 I SSCO 12 s ,; ?x 1 6 469.44 <, FOR LOT 9 o �, r, o I o\ :. \ 0 00.0200 - - J RIM 487. 64 �, I I � o ho 102LF 8 PVC 35 -E-1 9.4�= --- \ " 6» lE 482.87e, ���� ,. 3,.. 00.0149vc \ `---- I - -5 - CD29 2 28 27 1` I 9, 032E SF I 7 �00 6 / �o u `p 10, 818t SF �oz?-+tk 36 i ` 16 M 47.31 4 0 6 r- - - - - - �S�/7 \ 1 I I --499. 0 I I 9,100E SF I / / / PAD , o N SS/V//7 / I ®I » lE 46�t 49 21 I I I SSCO 1> SSA.-5 24z�0, 0. 44 R 13 - -500- I I lL / &0. 0 � i � � STA. 1f46. 3, 3.63' R I 5 n-- SEWER SERVICE I \ TYPE 48 I I a7o1 I RlM 487.35 \ 42 / \ I FOR LOT 10 RIM 4R9.04 rn _ TYPE 1-48 I �� i\ � i' ao 1 lE 482.8 8" lEN 49114 N \ 1 - - - - .I / / s oaod' / I RIM 475.28 I o I \ Y \,� Y T j I � � (J \- - SS`��9�0-- - - % � + / � � �D s o� I oo 8" lE OUT 68.84 (NJ �, \P �81 f 1 PAD 8 /E OUT 4191.04 (SEJ0.�1' �� 500.0 / i I o- I I \ R/M 497.92 130 S5•Co 1 / i z I II 488 0 16 I 10, 819E 'Sr '. • -6"- E 48_9. 89, I RlM 4 7. 49 J'A 43LF 8" PVC 6" lE 489.89 I - - I - 6�l 489.49 \ , J!" \ I \ PAL 10, 014E SF WEST DETENT/ON/WATER I, I 00.0155 / i I I , \ 6 IE 489.48 i SSCO \ � ,/�/ q QUAL/TY VAULT o ) I _-- I \ I 498, c. - \ » g 23LF 6" PVC Rl496.7 PAD I SS/V//7 / 0 // \ 8619 \ 23LF 6 PVC 0 0.0200 /E 4� .6 \ PAD 509.9 I I / \ \ - - - - 498 \ s ; :T6 , 00.0 I ; STA. 1*71.57, 0.47 R 15 - - - - \ 000200 1 . 5 , 6 �e488.68 » i 496 ,� 0' MIN \ 27LF 6" PVC \ TYPE 1-48 i \ \ RIM 507.75 i � ��: � \ 9a � ,�,� � 0 0.1123 I i 8 /E /N 499.85 N 18s h px s SSCO 8 -- i ( J B �30.01 25 RIM 496.51 (SW) as14 as1s� \ \ 492 \1 \ , 5� 1 i 8" lE OUT 499.75 SW 490 \ - 11 6» / 488.23 / , - W c M n / \ \ - - ROAD A N 'S3"w 7 � s •. \\ 6" 488.22\� I 44LF 8" PVC I Z 3 5 - --Af880573'� J9770 s , 9 0. 0736 I r \ \ \ \ SSMH 4 y7.. 22LF 6" PVC i [. ° » f L 0 0.1955 163.85 � I W 86LF 8 PVC I _ TYPE 1f¢9.82, 1.62 R i / 0.01711 / +08 \s 44 \ \ i STA. 1f24.33, 0.00' i Q \ R/M 498. 7 , aza4 » I TYPE 1-48 -- �MH 114LF PVC 0 0. 15e \ ' I 8 IF IN 490.37 (NW) I , RIM 504.41 \ 8" IF OUT 490.27 (E i r` _ A. \3f93�72, 5.27 R( - i 8" IF IN 496.51 (NO p ------� \ i 1-48 62LF 8") VC . \ i L 8-1E WT-46-4r (`Wr U \ I i Rl 496 70- - -I- - - 9 0. 0875 1 I X�j � I� 8" E IN 488. 0 10 I o I Q » 5 � � STA. 3 .03, . -� - � � � 8 E OUT 488 0'(S4, I : J \ TYPE 1-148" - 353 zl RIM 49,152 / .- 354 �N� " lE /NI 483.32 NW 4 I i 0 W I -------------------------------------------- --- \ sz7 12 133LF 6" PVC 3� _ ( J I EXISTING TREES TO BE -------------------------------------------- -------------- -� I� 355 RETAINED 12, 788E SF � 0 0.1294 I 8�1E lM 483.32 (EJ s, 015E SF I i (ryp) I \ PAD \ I x56 \ I 8" I� 041T 48J22 (SJ SAD I --f 356 II \ � � 4.9.5� I : , I W ' \ I N \I SSCO 4 49�5 I I ----� --� \ \ 26 rk RIM 494.77 O% I corn `n ---- 359 I V Q ; -�- \ I SSCO 1 5 :. 12.47 s H I \s - - - _ - R/M 495.03 \ 360 L,j\ 8249-1 \ \ 6 /E 486.75 6 a`l 486.23 ` TR. G 11 " lE 486.72 » J--93s 799E SF 1� 0 A z NOTE 494 1 .. 23LF 6 PVC 8363 I, 0 0.1716 TR. H \ R1493 94 c\; 22 tix1 335LF 8" PVC - s 950E SF 11 6� 1Ei85.0� `�' Z,pg -I 0 0.0131 I � 1 8242 Xm SSCO 3 PAD 1 PAD \ I 38 \ » 17. 06� 1 RIM 494.07 3 I �- 3o8sF 33LF 6 PVC 23LF 6 PVC I 9, 005E SF I \ \ 493 5 ®0. 0948 0 0.1535 1 6 /E 485.47 ; i 6" lE 485.47 2A204- SEE SHEET C5.02 PROJECT NO. 20134 S-423002 gIDEKO.�IN COMPLIANCE WITH CITY OF RENTON STANDARDS E SLOCATIONS SHALL BE VERIFIED W/TH EX/STING PROPERTY of Wgsy;.;'�� R-423025 Z ,...... OWNERVE S AL ONG ORCAS A NP TUB R/OR TO CONSTRUCTION. ANY REVISIONS TO THE STUB LOCATIONS SHALL BE APPROVED BY C4` Z: CIVIL ENGINEERING DEVELOPMENT ENGINEERING THE CITY PRIOR TO CONSTRUCTION. w{, LANDSCAPE ARCHITECTURE NJanders 06/07/2023 off•. ,p, 41846 0 PLANNING o�FSS/.... E���� DESIGN SURVEYING WASTEWATER UTILITY -�-2 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 jstowell 06/08/2023 (D 1 CITY COMMENTS SES 0 12 2 / SHM SURVEYED : RDW SCALE: VERTICAL- NAVD 1988 DATE: MARCH 2O22 2 REVISE WALL SES 3/7/23 SHM HORIZONTAL: NAD 1983/1991 _ CITY OF DESIGNED: 3 CITY COMMENTS SES 1 /25/23 SHM SHM R E N TO N %4j FIELDBOOK: PAGE 4 CITY COMMENTS SES 6 5 23 SHM °RP'W"` SES SEWER PLAN DRAWING N0: ONE IN DATUM CHECKED: SHM AT FULL SCALE Planning/Building/Public Works Dept. C5. 01 NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SHM C SCALE ACCORDINGLY SHEET: 25 OF, 40 O M O Co i O C �- Q SEESHEET C5.02 I I � I , I , I I I I I I I I z Q ►W J z 6"lE4867I,----� - - - - - 7' �' \ 6" /E 486.23 11 1�--e3s TR, GlE 486.72 _ I 799-& sF494 �, 23LF 6 PVC 116' ' 363tj N6 1 00.1716 RIM 493.94 x1 \ 3'-- -----� TR. H " 22 ti _ 335LF 8 PVC \ I> 6 950E SF �ii 6 /E 485.00 6" /E 485.0� 2*B9 0 0. 1 it 3 -502- 367 1 8242 PAD 1 17.06' 1 I 1 366 111 PAD 38 \ RIM 494.07 3 _ \ \4�8. 5 g 308t\SF 4g3 5 33LF 6" PVC-` I 23LF 6" PVC 1 \ 9, 005E SF 6 /E 485.47 \ 0 0.0948 0 0.1535 1 6 /E 485.47 PAD \� I TR. C �492.9 I jl --372 \11 - - - - - - - , 306E SF 1 \ SSCO 7 :.. `•� s., 16 IMDE \ v �374 \\ - - - - 91±52 DRIVEWALY (TP) -RM .61 238 \ 6" lE 481.74 - SEWR STUS SHALL ) \1 R?� - iI 377 79 32 805' INSTALLED PER COR cp L8239 37' STD PLAN 406.TYP 8207 r---------- 12.35'376 �� 39 SSCb 2 -500- zos M..65 379 TR B 6/4 4838249223 PVCxl- 80 �\\\� 248E SF 9 367-& /,- SF o 6 483.82 I �� PAD \ 0 0. 0186 p � � 9, 017-6 SF I i I 1so V86.0 PAD \ I pig \ 22LF 6" PVC PAD 1 3>31 I \ 492.0 1 4 0 0.1179 TR / \ \ 491.3 I � 3 7401 SF \ I I I I -8189 11 I 1 383 L---------J I \ II I 498 �\ ' 10 L------- --J 1384 �' 0 9 ► 335LF 8" PVC \ I \\ I I 123 r --- 7' M/N 0 0.0131 �38s � \ - 812---------------- -- 123 384 I \ 3 i / �- II ------------- ----- Ir \ I 13J 81 z... ;• 1\ " I\ ro 23LF 6 PVC I N II II , , ' I / \------------------------------ � w I I I I I \ I------- \ TRg-------- \ rk9 0 0.0508 J 1 ----- 6, K / 7 10, 846-& SF SSCO l5 �\ 1 CO 9 RIM 4 0.30 10, 978-& �F 0 Q o I I I I I ACCESS ESMT 5 I /� I 6" If 8776 PAD I I I R C NO 20030113002723 I %-,---`------ - `� --- - -- " 8 I I I I i� �� �.z ----------------------- II I N-------------------- II I off 20 9 of off --- --.74 ' - \ ---�#_ 1N� \-- - 2 "$ 33 UTILITY CROSSING, SEE I I I \ \ - - TABLE THIS SHEET = L \ 100 100 - - - - w / w 1001f00 �- �- 3 0 / / w��o --�---- 10 ob / N --- ss - - I 1 03f00 4 N M p I� L2 i N -------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I UTILITY CROSSING TABLE CROSSING/ UPPER NETWORK UPPER PIPE lE LOWER PIPE CROWN LOWER NETWORK CLEARANCE 1 STRM 489.65 482.85 SSWR 6.81 2 STRM 485.04 480.07 SSWR 4.97 3 SSWR 460.45 458.39 STRM 2.05 4 STRM 475.32 470.51 SSWR 4.81 5 STRM 491.09 483 70 SSWR 7.39 6 STRM 49356 490.69 SSWR 2.87 7 STRM 496.58 493.68 SSWR 2.90 8 STRM 489.55 488.46 WA TR 1.10 9 STRM 484.97 483 95 WA TR 1.02 10 STRM 491.03 489.83 WA TR 1.20 11 STRM 493.51 492.13 WA TR 1.38 12 STRM 496.53 495.10 WA TR 1.43 13 STRM 494.58 493.40 WA TR 1.18 14 STRM 474.98 471.71 STRM 3.27 15 STRM 468.93 468.36 STRM 0.56 16 STRM 469.05 465. 93 STRM 3.12 17 STRM 476.96 475.83 STRM 1.13 18 STRM 468.82 466.73 STRM 2.09 19 STRM 476.84 474.40 STRM 2.43 20 STRM 476.63 475.50 STRM 1.13 I I I I I I I I I I I I I I � I I u I I I I I I I I I I I I I I I I ----------------------j--{ I I I I - I I � 1 14 ---------------------- G G 1 UTILITY CROSSING TABLE CROSSING # UPPER NETWORK UPPER PIPE /E LOWER PIPE CROWN LOWER NETWORK CLEARANCE 21 STRM 469.17 466.62 STRM 255 22 STRM 488.83 484.07 SSWR-SERV 4.76 23 STRM 487.27 481.97 SSWR-SERV 5.29 24 STRM 495.14 491.77 SSWR-SERV 3 36 25 STRM 494.39 488.89 SSWR-SERV 5.50 26 STRM 490.00 485.32 SSWR-SERV 4.68 27 STRM 484.41 482.54 SSWR-SERV 1.87 28 STRM 484.59 482.54 SSWR-SERV 2.06 29 STRM 473 40 470.98 SSWR-SERV 2.42 30 STRM 473.64 470.93 SSWR-SERV 2.71 31 STRM 485.32 482.39 SSWR-SERV 2.93 32 STRM 489.61 486.20 SSWR-SERV 3.41 33 STRM 487.04 483.66 SSWR-SERV 3.38 34 STRM 471.98 469.70 SSWR-SERV 2.28 35 STRM 471.24 469.59 SSWR-SERV 1.65 36 STRM 470.88 469.64 SSWR-SERV 1.24 37 WA TR 488.22 484.34 SSWR-SERV 3.88 38 WA TR 487.22 483 38 SSWR-SERV 3.84 39 WA TR 485.96 481.84 SSWR-SERV 4.12 40 STRM 497.75 494.55 SSWR-SERV 3.20 O N billy \ . S' . 51 45 - - - N8826 37"W 327.61 - 1004fOt➢ w w -rr- - T-w o A ---- - 100sfoo N _ - ---_--------------------------- --- GRADING EASEMENT - - - - - - - - - - - - - - - - - NE 4TH PLACE stg0\ REQUIRED TO IL INTO - -W \ \�92\ SD SD \ �\ THE EXISTING GRADE ------------- - - - -- I W c-------- ------------------ G G ------ I o z I - - - - - - - - ------------------------------- CL G U) I I EX SSMH 8040 S, MH U STA. 1005*04.40, 4.36' R :z TYPE " SIA.-.1004*97. 05, 4.38' R I I � o a R/M 4� 8 87 l \ TYPE 1-60'; SADDLE MANHOLE I I � � I I 8 /E /�/ 472.09 O I I HfTH CAST IN PLACE BASE PER STD I I I I 8" If OUT 471.99 (W) PLAN- 400.6- AND INS/DE DROP , CONNECTION PER STD -PLAN 1 402.2 �/M-i8852--- v I I - - - - --------- 8 " If IN471.90(E)------- 8" lE NV 478.82 �N),' I I I I I I I (BOTTOM OF DROP) 8" lE� OUT 471.80 (W) UTILITY CROSSING TABLE CROSSING # UPPER NETWORK UPPER PIPE If LOWER PIPE CROWN LOWER NETWORK CLEARANCE 41 WA TR 495.68 493.84 SSWR 1.83 42 STRM 494.53 492.01 SSWR 252 43 STRM 490.45 489.10 WA TR 1.35 44 STRM 493.35 487.04 SSWR 6.31 45 STRM 473 59 471.04 SSWR 2.55 1 CITY COMMENTS SES V 0/12/22 SHM su RDW 2 REVISE WALL SES 3 7 23 SHM DESIGNED SHM 3 CITY COMMENTS SES 1 /25/23 SHM 4 CITY COMMENTS SES 6 5 23 SHM DRAWN` SES CHECKED: SHM NO. REVISION BY DATE APPR wPRo"ED: SHM I I I I I SCALE: 1" = 30' 0 15 30 60 S-423003 R-423026 PROJECT NO. 20134 �gTDEKo IN COMPLIANCE WITH CITY OF RENTON STANDARDS �.�F.•�F WgS,y��jY � CIVIL ENGINEERING DEVELOPMENT ENGINEERING DPW !i•(r LANDSCAPE ARCHITECTURE LNJanders 06/07/2023 Ago •,p� G41846R�� •. �� PLANNING �FSS� ... ENDESIGN SURVEYING WASTEWATER UTILITY o -S-Z3 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 jstowell 06/08/2023 SCALE; DATE: HORIZONTAL- N D 1983 1/1991 CITY 0 F MARCH 2022 (;%Rl FlELDEt00K: R E N TO N SEWER PLAN PAGE DRAWING N0: ONE INCH DATUM ' ' AT FULL SCALE Planning/Building/Public Works Dept. C5 02 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: 26 OF, 40 O M O C'N M N O I 510 500 E•i • SEE SHEET C5.22 470 n mm m 470 450 0+00 0+00 EXISTING GRADE FINISHED GRADE OF ROAD A o000 � ���� N)� EXISTING GRADE FINISHED GRADE ®f OF ROAD A 0 f OF ROAD A 0+50 1 +00 1 +50 0+50 1 +00 1 +50 T f� z� 2+00 2+50 3+00 3+50 2+00 2+50 cwcriniII roenc 3+00 3+50 2 R � W � OAD A H0R .SCALE. 1 "=30' PER . SCALE.• 1 " 10' O h 4+00 4+50 5+00 5+50 6+00 6+50 7+00 m 470 450 4+50 4+75 00 N O O O 7+50 8+00 8+50 N gIDEKO ��•pF • WA** � .y O• Z' O o� ,•,PF 41846 ST o�FSS/ANAL ENN V PROJECT NO. 20134 6-5-23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE 'Con PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS [DEVELOPMENT ENGINEERING Janders 06/07/2023 S-423004 WASTEWATER UTILITY jstowell 06/08/2023 R-423027 or 1 CITY COMMENTS SES 0 12 2 � � SHM SURVEYED: ROW SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF �- E N TO N Planning/Building/Public Works Dept. ,SEWER PROFILES DATE: MARCH 2O22 2 REVISE WALL SES 3/7/23 SHM DESIGNED: SHM 3 CITY COMMENTS SES 1 /25/23 SHM FIELDBOOK:R PAGE 4 CITY COMMENTS SES 6 5 23 SHM °�""'" SES ONE INCH DRAWING N0: C55 21 CHECKED: SHM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: SHM SHEET. 27 OF. 40 N 04 I O O N N V ---� I_ FFI BUILDING OFF -SITE TREE (TYP.);R.O.W. (�TYP.) PROPERTY LUVE (TYP.) 1 SETBACK I I NO ACTIONS PROPOSED, j EASEMENT FOR TREE ACCESS (TYP.) (TYP.) SHOWN FOR REFERENCE ONLY cy)�,,� 1 Q / 1 �I LEGEND o 1 �i M � I LANDMARK TREES TO REMAIN 1 i � 593 7 U � / 0 O 1 �� a - - - _ �� \� - �51 / �� LANDMARK TREES TO REMOVE �1 M I _ ^1 871411 � I I a4 R. �87 SIGNIFICANT TREES TO REMAIN W o 1 1 I \ I 60A 861 / 1X 1 V 1 X 6 8695 i - 8744� 4 8759 EXISTING TREE WITHIN ALLEY, TO REMOVE (TYP.) ` 4 / \ \ 2 / ` ` / u / \ ? \ / 49 I 04 / 874 8760 CL L / 8585 ' - \ \ �� 6 - - - - 87s 876 / / 1 SIGNIFICANT TREES TO REMOVE 8586 - - _ 8777 ` Y - R.O.W. TREES TO REMOVE L\ - - _\ - `� / S7o7� 698� /\ 1 / _ 77�8�2 1 EXISTING LANDMARK TREE TO REMOVE (TYP.) \ / v x Y I 1 ! 61 \ \ I'8 v �I / \ ass - / 74 -6 / o OFF -SITE TREES 0 - 715 \ 702 873 A / r � �`/\/ 2014A� - �p j - - - TREE PROTECTION TRACT �� — — X t� � / V Jt yD/ 7 8741 N/�' 12 / v » _ t / �I- \ / EXISTING SIGNIFICANT TREE TO REMOVE (TYP.) TREE PROTECTION FENCING DURINGSCALE.— 8 78 o ����40 �/ /�"' 870 �� ��\�� \% / / / �792 CONSTRUCTION (TEMPORARY) W1170 20 40 s0 X 718 877 10 \ \ � sss I 873 _ 879 I� I 59� 1 `� 705 _ " _ 8797 8) _ 8 95 TREE RETENTION CALCULATIONS -- 8 591l / 8783 -\-1 \ 503 \ _ PER RMC, (4 4 130, H, 1. A. I) / 8 is D GROSS SITE AREA: 212,746 SQ. FT. '' 1 861 �1 \ 61 \ - \� 8776 \ (EXCLUDING ROW, STREETS & DRIVEWAYS) NET DEVELOPABLE SITE AREA: 167,567 SQ. FT. �a 88 8 1 / 834 �� a�,- 6 8803 / I TREE PROTECTION FENCING 2 - 80- DURING CONSTRUCTION (TYP.); TOTAL VIABLE TREES IN DEVELOPABLE AREA: 216 TREES ` SEE DETAIL HEREON 8285 � � +' \ I� / aI 335 EXISTING SIGNIFICANT TREE TO REMAIN TYP.) TOTAL REQUIRED TREE RETENTION IN DEVELOPABLE AREA: 65 TREES (216 TREES X 30%) - - 8284 295 82 � � 8 3 32 83 83 83 832 8328 / t. V � PROVIDED SIGNIFICANT TREES TO REMAIN IN DEVELOPABLE AREA: 69 TREES 0 z83 I / 42 REQUIRED: 0 TREES TOTAL REPLACEMENT TREES RE \ Q \ 828293/� — — — — �348 82�J1 / � — — 349 i A 99'' NOTE: V 1 354 1. SEE TREE RETENTION WORKSHEET FOR TREE RETENTION CALCULATION -------------- 8255 I \ \ 2. SEE SHEET L11 FOR DETAILS ON TREES TO REMOVE 00 ------------------------------------------------ �8279 / 1 � 1 / -------------- 8345 835 i Ot \ 13 . _° Q --------------- o ' - - - - / 8254 \ I $357 I— ss ss - _ _� L — + _ a4761 360 TREE RETENTION NOTES o 8249� \ — / i I 362 1 z _ - 1. FOR MORE DETAILS ON INDIVIDUAL TREES, SEE ARBORIST REPORT PREPARED BY FAVERO GREENFOREST. 2 8251 / \ \ _ ' / \ 363 2. UNHEALTHY AND DESEASED TREES ARE EXCLUDED. - - - - 3. SEE LANDSCAPE SHEETS FOR DETAILS ON REPLACEMENT TREES. - - - k 473 3s6 � 1 V- �8242 8244 X X 1 1 \ I 7 368 1 8442 \ / — 3 — I 8372 8480� 8478 \373 - -- — — — — 8440- 8374 8439 —8239 - X / 8477 EXISTING SIGNIFICANT / TREE TO REMAIN U/ \ I j EXISTING LANDMARK TREE TO RETAIN (TYP.) 82735 � - - - - � II y� 8205 ' \ 1\ / \ $378 s20 v - / 44 - V CONTINUOUS \ 8272 _ 46 \ -�i 379 CHAINLINK FENCING Z 15 I 380 / POST AT MAX. 10' O.C. 2 428 \ I \ 44 / — \ 8423 426 �� 1 83 1 NOTE: J 8190 I \ \ 1 I I I I I \ � _' � 842� 2 � �382 SEE SHEET L1.02 FOR FULL TREE PROTECTION NOTES R. 8189 \ L — — — \ 48 / 8461 \8425 / 1 84 383 f 5384 - 8191 8462 �\ 4 � � / � 4 � �385 8192 o / A 8418 R 8450 A � I319 8193 - - - - - - - / j . / \ �\� Z 4 \ �, I �1 ' �8419 �3 0 II I I g g �411 8 891�8451 \ �412/ 84 8 4------ 415 1 A� 413 8410 540 I �l \ 840 1 51 s199 / s;222� � � � a _ �� -------------- 2 — 8 — 8404 - -_ 8159 815 8 3 52 5� \ 8147 2 \/ 840 6' IN. 8403 �® • _ � � I 3 1 j EXISTING TREE WITHIN R.O. 0 REMOVE (TYP.) MIN. W. T E `^ w / w 011. w �158 — s° . \ o ss ss w � � w 81 7 a14 - — SS_ SS �81��39----- - SS SS SS �135 - - - - - ss NE 4TH PLACE 81 --- _J-� ------------- - - - , � S -r- -i- -} S D I I I vi I I I ------ SC �I - — - - — - --------- I c 3 �- - - - - - - - - - - - - - - CRITICAL ROOT ZONE Q I I I �I G G I o I II I II � I � G S TREE PROTECTION FENCING I I I I I I I I I o 0. NOT TO SCALE o U) V O CY R-423029 TREE RETENTION PLAN SCALE: 1" = 40'- 0" (of W AS�o PROJECT NO. 20134 ®®�o� IN COMPLIANCE WITH CITY OF RENTON STANDARDS ®�1 �o ® CIVIL ENGINEERING DEVELOPMENT ENGINEERING CURRENT PLANNING a LANDSCAPE ARCHITECTURE Wanders 06/07/2023 JDing 06/08/2023 ®� ®� PLANNING DESIGN SURVEYING Q) 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 0 1 CITY COMMENTS SES 10/1 2/22 SHM SURVEYED: RAW SCALE: VERTICAL: NAVD 1988 DATE:MARCH 2O22 HORIZONTAL: NAD 1983/1991 2 REVISE WALL SES 3/7/23 SHM 3 CITY COMMENTS SES 1 /25/23 SHM DESIGNED: HIS = 40'-0" Y FIELDBOOK: 4 CITY COMMENTS SES 6/5/23 SHM DRAWN: Jl�IP R E N TO N /J��/% JJ�� PAGE: ONE INCH DATU M , TREE 1 G' A DRAWING NO: CHECKED: AT FULL SCALE n APPROVED: LBS Planning/Building/Public Works Dept. SHEET: OF: IF NOT ONE INCH N0. REVISION BY DATE APPR LBS SCALE ACCORDINGLY 32 40 O M O O O N 04 CL DO N O O O I V------------ 12 MIN. ------------ — LOT SIZE SIGNIFICANT NEW TREES* RETAINED TOTAL NUMBER -------- 4 LOT 5 CALIPER) TREES OF TREES COMPLIANT ----------- ------- \ S F. TREES (1 R) , REQUIRED — 1 10,978 4 4 3 7 YES F ss ° L - - - _ - - —----,----- -, ° 1 2 9,017 4 1 3 4 YES A 3 9,005 4 1 3 4 YES °' Z - _ - - ° -- I i I — � � �° o ° � — � - 5 10,014 4 4 0 4 YES j" — — — 6 10,818 4 2 2 4 YES O -�I I LF I 7 9,100 4 3 1 4 YES USEE SHEET L2.01 13 1 R. 8 9,032 4 2 4 6 YES o 3 �� 9 9,335 4 4 0 4 YES J 1 y 10 10,819 4 4 0 4 YES �•I --- 11 I� SEE SHEET L2.02 - --- - 11 12,788 4 4 0 4 YES II i i ---� .0 � l- _---- •� I � � 12 12,788 5 2 3 5 YES -------- 13 9,308 4 2 2 4 YES - — 14 9,367 4 4 1 0 4 YES 8207 — — — — — Ufti - - ZI I ° A 14 2 1 Q 1 PLAZA I J j 0 II ° 11 1— — — — — — — ° 04 j 0T / o \ _ R, �-------------� VI I 1 I 1 i i � -� • O O: I I °O°. - --- II _ I T -------- ------ L ° a - - - - - - J - _ — — — — — — r • �� ��O�O° OO w w— SS SS --- - — — — �► - „- _ — — — — I w- - - �� ----- --------------------- — — — — -- NE 4TH PLACE / - 81 --- s Ej ------------ sD - - S G- - - ------ O �I G �SI �---------- ,,� o W U --- � V U I U R-423031 COMPOSITE LANDSCAPE PLAN SCALE: 1" 40' 0" ofWA,8 PROJECT NO. 20134 IN COMPLIANCE WITH CITY OF RENTON STANDARDS = ME &®� CIVIL ENGINEERING DEVELOPMENT ENGINEERING CURRENT PLANNING Z a LANDSCAPE ARCHITECTURE Wanders 06/07/2023 JDing 06/O8/2023 ® ®� PLANNING ��67��P DESIGN.®�I�'�\�� SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 0 CITY COMMENTS SES 1 0 1 2 22 SHIM SURVEYED: ',1 SCALE: HORIZONTAL: NAD 1983/1991 DATE: REVISE WALL SES 3/7/23 SHIM DESIGNED: RD yV VERTICAL: AD 1 83/1 1"= 40'- 0" C T Y OF 988 MARCH 2O22 3 CITY COMMENTS SES 1 /25/23 SHIMWS PAGE: OK: 4 CITY COMMENTS SES 6/5/23 SHM DRAWN: ✓MP ONE INCH R E N TO N C A SCA A DRAWING NO: CHECKEDSCALE : AT FULL DATUM g/ g/ p L2a 01 LBS Plannin Buildin Public Works Dept. IOIF NOT ONE INCH A N 0. REVISION BY DATE APPR R APPROVED: SHEET: LBS SCALE ACCORDINGLY 34 OF. YO O M N O W I ALL TREES TO STAY 2' MIN. FROM HARD SURFACE I' MI I T TREE A 30' O.C. (TYP.); DETAIL N SHEET L2.31 SHRUB (TYP.); SEE SHEET L2.31 FOR MORE DETAILS GROUND COVER (TYP.); SEE SHEET L2.31 FOR MORE DETAILS --------------- LAN DSCAPE PLAN SCALE: 1" = 30'- 0" SCALE: 1" = 30' 0 15 30 60 I— DECIDUOUS TREE (TYP.); f-- BUILDING SETBACK (TYP.) F— R.O.W. (TYP.) EXISTING TREE TO REMAIN (TYP.); CONIFER TREE (TYP.); Z-- PROPERTY LINE (TYP.) MATCHLINE, SEE SHEET L2.03 r9r7/% /r—/%T A //% �0 34 TREE PROTECTION TRACT FENCING (TYP SEE SHEET L2.31 FOR DETAILS R-423032 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CIVIL ENGINEERING DEVELOPMENT ENGINEERING CURRENT PLANNING Wanders 06/07/2023 ' LANDSCAPE ARCHITECTURE '� JDing 06/08/2023 PLANNING I SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 1 CITY COMMENTS SES 10 1 2 22 SHM SURVEYED: RDW SCALE: 1" = 30'-0" HORIZONTAL: AAL: NADVD 1988 983/1991 DATUM ' C TY OF R E �I TO �I p I� I� i Plcnning/BuiI ding/PUIJIIC Works Dept. A � j CA PE A � j 1 N a� 1 N DATE: MARCH 2O22 2 REVISE WALL_ SES 3/7/23 SHIM DESIGNED: WS 3 CITY COMMENTS SES 1 /25/23 SHIM PAGE: oK: PAGE: 4 CITY COMMENTS SES 6/5/23 SHM DRAWN: ✓MP ONE INCH DRAWING N0: L2,02 CHECKED: LU AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. R EVI S 0 N BY DATE AP P R APPROVED: Q� SHEET: 35 OF. 40 O M N O W F- I MATr.HI INF OFF .I;HFFT 17 n? SEE PLANTING DETAIL ON SHEET L2.31 SEE DETAIL ON SHEET L2.31 FROM HARD SURFACE SEE PLANT SCHEDULE HEREON SEE PLANT SCHEDULE HEREON LANDSCAPE PLAN SCALE: 1" = 30'- 0" PROJECT NOTES 1. STREET TREE PLANTING STREET TREE LOCATION IS APPROXIMATE. ADJUST AS NEEDED DUE TO CONFLICT WITH UTILITIES, DRIVEWAYS AND/OR OTHER OBSTRUCTIONS ENCOUNTERED. ROOT BARRIER TO BE USED WITHIN ALL PLANTER STRIPS CONTAINING STREET TREES 2. TREES ARE TO BE OFFSET 10' MIN. FROM STORMWATER PIPES AND STRUCTURES, AND 5' MIN. FROM OTHER UTILITY PIPES AND STRUCTURES. A LICENSED CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS PRIOR TO PLANTING TREES, AFTER UTILITY INSTALLATION. 3. ALL PLANT MATERIAL SHALL MEET THE MOST RECENT AMERICAN STANDARDS FOR NURSERY PLAN STOCK (ANSI Z60.1) TREE PROTECTION TRACT FENCING (TYP.); SEE SHEET L2.31 FOR DETAILS PROTECTION TRACT SIGNAGE (TYP.); SEE SHEET L2.31 FOR DETAILS DECIDUOUS TREE (TYP.); SEE PLANTING DETAIL ON SHEET L2.31 BUILDING SETBACK (TYP.) CONIFER TREE (TYP.); SEE PLANTING DETAIL ON SHEET L2.31 EXISTING TREE TO REMAIN (TYP.); SEE SHEET 1-1.01 AND 1-1.02 FOR MORE DETAILS R.O.W. (TYP.) PROPERTY LINE (TYP.) SCALE: 1" = 30' 0 15 30 60 PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING (D 10 ACER GRISEUM PAPERBARK MAPLE 1.5" CAL. MIN. AS SHOWN � oir0 3 CALOCEDRUS DECURRENS INCENSE CEDAR 6' HT. MIN. AS SHOWN 7 CORNUS KOUSA ' EDDIE' S WHITE WONDER' KOUSA DOGWOOD 1.5" CAL. MIN. AS SHOWN 8 PRUNUS CERASIFERA 'THUNDERCLOUD' THUNDERCLOUD PLUM 1.5" CAL. MIN. AS SHOWN 1 PSEUDOTSUGA MENZIESII DOUGLAS FIR 6' HT. MIN. AS SHOWN • 14 THUJA PLICATA WESTERN RED CEDAR 6' HT. MIN. AS SHOWN STREET TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING • 8 ACER BUERGERIANUM TRIDENT MAPLE 1.5" CAL. MIN. 30' O.C. OR AS SHOWN 21 MALUS X'ADIRONDACK' ADIRONDACK CRABAPPLE 1.5" CAL. MIN. 30' O.C. OR AS SHOWN SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACING 8 CORNUS SERICEA RED TWIG DOGWOOD 2 GAL. MIN. 5' O.C. 229 CORNUS SERICEA ' KELSEYI- KELSEY DOGWOOD 2 GAL. MIN. 3' O.C. O91 ILEX CRENATA ' HELERII' HELER JAPANESE HOLLY 2 GAL. MIN. 5' O.C. 30 LAVANDULA ANGUSTIFOLIA - HIDCOTE' HIDCOTE LAVENDER 2 GAL. MIN. 2' O.C. 39 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL. MIN. 4' O.C. + << 325 PENNISETUM ALOPECUROIDES 'LITTLE BUNNY LITTLE BUNNY FOUNTAIN GRASS 2 GAL. MIN. 18" O.C. 33 POLYSTICHUM MUNITUM WESTERN SWORD FERN 2 GAL. MIN. 4' O.C. T65 PRUNUS LAUROCERASUS 'OTTO LUYKEN' LUYKENS LAUREL 2 GAL. MIN. 3' O.C. 124 RHODODENDRON X PJM PJM RHODODENDRON 2 GAL. MIN. 3' O.C. T3 RIBES SANGUINEUM 'KING EDWARD VII' RED FLOWERING CURRANT 2 GAL. MIN. 9 ROSA GYMNOCARPA BALD HIP ROSE 2 GAL. MIN. 4' O.C. 24 SYMPHORICARPOS ALBUS COMMON WHITE SNOWBERRY 2 GAL. MIN. 3' O.C. T55 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL. MIN. 5' O.C. 41 VIBURNUM DAVIDII DAVID VIBURNUM 2 GAL. MIN. 3' O.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE SPACING 4,026 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 4" POT. 24" O.C. 52 ERICA CARNEA WINTER HEATH 4" POT. 24" O.C. ❑ O O O 635 FRAGARIA CHILOENSIS BEACH STRAWBERRY 4" POT 24" O.C. O O O O 9,587 SF LAWN HYDROSEED 777 NATIVE GROUND COVER MIX 1 GAL. 24" O.C. MAHONIA REPENS / CREEPING MAHONIA GAULTHERIA SHALLON / SALAL RUBUS SPECTABILIS / SALMON BERRY r9r7/% /r—/%T A //% 1110 34 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-423033 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Lf RRENT PLANNING Wanders 06/07/2023 01 JDing 06/08/2023 1 CITY COMMENTS SES 10 1 2 22 SHM SURVEYED: RDW SCALE: 1" = 30'-0" 1988 HORIZONTAL: NADVD 983/1991 DATUM ' C TY OF R E �I TC �I p I� I� i Plcnning/Building/PubI iC Works Dept. A � j CA PE A � j 1 N a� 1 N DATE: 2022 2 REVISE WALL_ SES 3/7/23 SHIM DESIGNED: s VV 3 CITY COMMENTS SES 1 /25/23 SHIM FIELDMARCH PAGE: ooK: PAGE: 4 CITY COMMENTS SES 6/5/23 SHM DRAWN: ✓MP ONE INCH DRAWING N0: 2 CHECKED: LU AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. R EVI S 0 N BY DATE AP P R APPROVED: Q� SHEET: 36 OF. 40 O STAKING NOTES: M RUBBER HOSE AT TREE; HOSE �I SHALL BE LONG ENOUGH TO ACCOMMODATE 1 YEAR'S e e GROWTH AND BUFFER ALL ° 1 e__ ° BRANCHES FROM THE WIRE ° e e ° 3 HARDWOOD STAKES OR OTHER ° e ° APPROVED MATERIAL; ALL e STAKES TO BE DRIVEN OUTSIDE ° Q THE ROOTBALLL, AT 120' SPACING W ° e GALVANIZED WIRED OR CABLE; TWIST WIRE TO TIGHTEN ONLY ° ENOUGH TO KEEP FROM SLIPPING ° • (ALLOW FOR SOME TRUNK ° ° MOVEMENT) e 3' PLANT TREE SO THAT THE TRUNK e e • CROWN IS VISIBLE AT THE TOP OF j°ee THE ROOTBALL; SET TOP OF a e 41, 000e ROOTBALL FLUSH TO GRADE; DO e e 0.e e e °e NOT COVER THE TOP OF THE e • e e • ee e• e• ROOTBALL WITH SOIL e P ° 0 MIN. 2" MULCH; DO NOT PLACE IN e e ° • e - CONTACT WITH TRUNK 8 e e • e e • ° REMOVE ALL TWINE, WIRE AND BURLAP FROM TOP e eee~e HALF OF ROOTBALL; NON e e e e e BIODEGRADABLE MATERIAL e e ° SHALL BE REMOVED COMPLETELY HIGH EARTH SAUCER AROUND C4" EDGE OF PLANTING PIT FINISH GRADE `DIY Illl-r ROUGHEN EDGES OF PIT 1 1 X �A (",•, r`'•. ; �,`���., \� TAMP TOPSOIL BACKFILL - AROUND ROOTBALL BASE ROI ROOTBALL\\ � FIRMLY WITH FOOT DIM DIMENSIO', PRESSURE TO AVOID SHIFT OF ROOTBALL STAKES SHALL ��i��'" ��� �'�/i� PLACE ROOTBALL ON 1 EXTEND A MIN. OF 12" 1' UNEXCAVATED/UNDISTURBED INTO UNDISTURBED NATIVE SOIL PEDESTAL TO SOIL PREVENT SETTLING 2 x ROOTBALL DIA. DETAIL: PLANTING DECIDUOUS TREE NOT TO SCALE 12 X ROOTBP DIA. GROUNDCOVER 2" LAYER OF MULCH; TAPER TO CROWN FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL 2 X ROOTBALL DIA. DETAIL: PLANTING GROUNDCOVER NOT TO SCALE Transit Collection Benches Specifications TN-0200-48 Transit Full Contour Bench w/Back, Wood or Recycled Plastic (T-2) 46"x 24"x 31-1/2' 17-1/2" 149-267 Surface -mount TN-0220A8 Transit Contour Bench w/Back, wood or rec. plastic 46"x 24"x 31-12" 17-1/2' 149-267 Embed TN-020G-60 Transit Contour Bench w/Back, wood or rec. plastic 58"x 24"x 31-12" 17-12' 166-316 Surface -mount TN-0220-60 Transit Contour Bench w/Back, wood or rec. plastic 58^x 24°x 31-1/2' 17-1/2' 166-316 Embed TN-0200-72 Transit Contour Bench w/Back, mod a rec. plastic 70'x 24"x 31-12" 17-1/2' 183-363 Surface -mount TN-0220-72 Transit Contour Bench w/Back, wood or rec. plastic 70'x 24"x 31-12" 17-1/2' 183-363 Embed TN-0200-96 Transit Contour Bench w/Back, wood or rec plastic 94"x 24"x 31-12' 17-1/2" 221-461 Surface -mount TN-0220-96 Transit Contour Bench w/Back, wood or rec plastic 94"x 24'x 31-12° 17-12' 221-461 Embed TN-02100-48 Transit Bench w/Back, wood or recycled plastic (T-3) 46"x 24-3/4"x 30" 17-12' 155-258 Surface -mount TN-02120-48 Transit Bench w/Back, wood or recycled plastic 46°x 24-3/4"x 30" 17-1/2" 155-258 Embed TN-02100-60 Transit Bench w/Back, wood or recycled plastic 58"x 24-3/4"x 30" 17-12' 160-300 Surface -mount TN-02120-60 Transit Bench w/Back, wood or recycled plastic 58"x 24-3/4"x 30" 17-12" 160-300 Embed N-02100-72 Transit Bench w/Back, wood or recycled plastic 70°x 24-3/4"x 30' 17-1/2" 176-344 Surface -mount TN-02120-72 Transit Bench w/Back, wood or recycled plastic 70"x 24-3/4"x 30" 17-1/2' 176-344 Embed TN-02100-96 Transit Bench w/Back, wood or recycled plastic 94'x 24-3/4"x 30" 17-1/2' 212-436 Surface -mount TN-02120-96 Transit Bench w/Back, wood or recycled plastic 94"x 24-3/4"x 30' 17-1/2" 212A36 Embed TN -CA Optional Arms (each) 15 * Weight varies depending on material used. 4 x 4 (3-1/2' x 3-1/2") WOOD OR RECYCLED PLASTIC TN-0200-72 TN-ozlooaz 3/B"x41(1' CAR — Roos 3,-1a. 30" 1 /Y'x4"STEEL 17-12' STEEL S, ^ GRADE I I STEEL IF-9'-1� 13' 1Y' SURFACE SURFACE -, MOUfdT EMBED MOUNT EMBED MOUNT MOUNT Transit benches are available with surface or embed mountings in 48, 60", 72, and 96"lengths. Carriage bolt assembly standard; lag bolt assembly available on request, no extra charge. Available with bench slats in Ipe, Red Cedar, Douglas Fir or recycled plastic lumber. Note: All Transit Benches require assembly as they ship either dismantled or partially dismantled. ' TournesoL S I T E W O R K S 2 Successful sites start here'" BENCH SOURCE: TOURNESOL SITEWORKS PRUNE TREE AS DIRECTED IN PLANTING NOTES PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL FLUSH TO GRADE; DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL MIN. 2" MULCH; DO NOT PLACE IN CONTACT WITH TRUNK 91►16*11WEL1elm 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT REMOVE ALL TWINE, WIRE, AND BURLAP FROM TOP HALF OF ROOTBALL; NON -BIODEGRADABLE MATERIAL SHALL BE REMOVED COMPLETELY ROUGHEN EDGES OF PIT TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL PLACE ROOTBALL ON U N EXCAVATE D/U N D I STU RB E D NATIVE SOIL PEDESTAL TO PREVENT SETTLING DETAIL: PLANTING CONIFER TREE NOT TO SCALE PLANT SPACING PER PLANT TYPE; SEE SCHEDULE NOTE: TO AVOID LANDSCAPE INTRUSION INTO PATHS, THE FOLLOWING PLANTING SPACING OFF -SETS FROM EDGE OF ALL PATHS, DRIVES, ACCESS ROUTES, ETC. SHALL BE MET: GROUND COVER: 18" SMALL SHRUBS (UNDER 3' TALL): 30" MEDIUM SHRUBS (FROM 3' TALL TO 6'): 42" LARGE SHRUBS (OVER 6' TALL): 48" DETAIL: PLANT SPACING NOT TO SCALE PLAN VIEW SEE SHEET L2.01 L2.03 LANDSCAPE �I' 6-0" O.C. MAX. PLANS FOR SIGNAGE LOCATION; PROTECTION OF SEE ENLARGEMENT THESE TREES IS INY(roR�ARE. HEREON ALTEIXIN OR DISTURBANCE IS PROHIBITED 6' Y LAW 3-6" 15" r 1 1 X ROOTBAL DIA. PLANT SET CROWN OF PLANT AT FINISHED GRADE 2" LAYER MULCH; TAPER TO CROWN SAUCER 2" HIGH FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER ROUGHEN ALL SURFACES OF PIT CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL 2 X ROOTBALL DIA. DETAIL: PLANTING SHRUB NOT TO SCALE PLANTER STRIP NOTE: 1. INSTALL PRODUCT PER MANUFACTURER'S SPECIFICATIONS. 2. INSTALL PRODUCT A MINIMUM OF 3' BEYOND CENTER OF TREE IN EACH DIRECTION PARALLEL TO UTILITY LINE. 3. ALL TREES LOCATED WITHIN CLOSE PROXIMITY TO UTILITIES TO RECEIVE ROOT BARRIER. 4"X6" PRESSURE TREATED POST 2"X6" PRESSURE TREATED RAIL � SEE SHEET L2.01- L2.03 LANDSCAPE CUT AT 45 ° PLANS FOR SIGNAGE (FACE TO FRONT) LOCATION; SEE ENLARGEMENT 18" DRILL2" HOLE FOR HEREON 2" X 9" GALV. CARRIAGE BOLT (TYP.) / III=III`III=III=1I1=1II=1II III II1=1II—II1=1II ° II=1II' Ili I I _ CONCRETE FOOTING IIII IIII 30" MIN. PITCH TO DRAIN (TYP.) II III II —I III IIII 111- FINISHED GR, —III III —1- 17 II ELEVATION 12„ - UNDISTURBED SOIL SECTION TREE PROTECTION TRACT FENCING NOT TO SCALE 1 CITY COMMENTS 2 REVISE WALL_ 3 CITY COMMENTS 4 CITY COMMENTS N0. 1 REVISION DETAIL: ROOT BARRIER NOT TO SCALE 18" PROTECTION OF THESE TREES IS IN YOUR CARE. ALTERATION OR DISTURBANCE IS PROHIBITED BY LAW — — — — SIGNAGE ENLARGEMENT TREE PROTECTION TRACT SIGNAGE NOT TO SCALE ,-,T A 20134 PLANT SET CROWN OF PLANT AT FINISHED GRADE 2" LAYER OF MULCH; TAPER TO CROWN CORNER OF ROOT SYSTEM TO BE AT LINE OF ORIGINAL GRADE, WHILE BELOW FINISHED GRADE SAUCER 2" HIGH ABOVE MULCH: FIRMLY COMPACT FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER ROUGHEN ALL SURFACES OF PIT CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL DETAIL: PLANTING SHRUB ON SLOPE NOT TO SCALE Transit Collection Tables Specifications Part. No. Description Size Approx. Mounting nin A! TN-1200-7230 Wood or Rec. Plastic and Steel Table w/ 72" 4x4 Top and 2 Benches, FW part 70"L x 58-1/2"W x 30-1/2"H 417-747fPermanent no. F-5 TN-1200-7230A Wood or Rec Plastic and Steel Table w/ 96" 4x4 Top and 2 - 72" Benches, 94"Lx58-12"W 32-1/2"H 457-834nt Wheelchair Access TN-1220-7230 Wood or Rec. Plastic and Steel Table w/ 72" 4x4 Top and 2 Benches 70"Lx58-12Wx30-1/2"H 417-747mbed TN-1220-7230A Wood or Rec. Plastic and SteelTable w/ 96" 4x4Top and 2 - 72" Benches, DeLx58-1/2"W32-12"H 457-834mbed Wheelchair Access PuSnc rrnr Standard TN-1200-7230 -- --- -- --- III TN-1220-7230 ,3-/a' 1 1 30 �Ix' ft�Ifa U48 16La' x e.x�::o�ix03e� 13• 53"� + 4 EMBED MOUNT TN-1200-7230A WHEELCHAIR ACCESSIBLE � 9r 3/1-3'x3"ANGLE I A' AD DTORALSUPPORTSIRUCTURE FOR PusrE curs F11 3tW .120x3'x3"TUBE 3a1rz^ SURFACE -MOUNT WHEELCHAIR ACCESSIBLE ' Tourne5oL S I T E W O R K S Successful sites start here'" PICNIC TABLE SOURCE: TOURNESOL SITEWORKS R-423034 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CIVIL ENGINEERING DEVELOPMENT ENGINEERING CURRENT PLANNING LANDSCAPE ARCHITECTURE Wanders 06/07/2023 JDing 06/08/2023 PLANNING I SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 SES 0 22 SHM SURVEYED: SCALE: DATE: ROW HORIZONTAL: ENAD 11983/1991 C aftk SES 3/7/23 SHIM DESIGNED: W} a C TY 01 MARCH 2022 SES 1 /25/23 SHM PAGE: oK: SES 6/5/23 SHM awN: 'imp R E N TO N LANDSCAPE j �+CA DETAILS PAGE: ONE INCH DATUM 1 �/ a� DRAWING NO: CHECKED: LBS AT FULL scALE Planning/Building/Public Works Dept. L2.31 IF NOT ONE INCH BY DATE APPR APPROVED: Q� SCALE ACCORDINGLY SHEET: 37 of 40 �0D �1 N 0 0 N U