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HomeMy WebLinkAboutzR-4073SetI*-_ O 1 1 r) LU I— r LLJ LLJ V 3 0 J N E z 0 IL O J 0 N O i co CD 0 0 i 0 0 Q i X N Q 0 0 0 N CD z N O cy 0 J CALLIDUS DUPLEX 3119 NE 20TH STREET LEGAL DESCRIPTION LOT 3, BLOCK 4 OF CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT RECORDED IN VOLUME 57 OF PLATS AT PAGE(S) 92 THROUGH 98, INCLUSIVE, IN KING COUNTY, WASHINGTON. NO EASEMENTS, RESTRICTIONS, OR RESERVATIONS OF RECORD WHICH WOULD BE DISCLOSED BY TITLE REPORT ARE SHOWN. LEGAL DESCRIPTION PER ALTA/ACSM LAND TITLE SURVEY BY CORE DESIGN DATED 06/19/2015. TAX PARCEL NUMBER 7227800115 SITE ADDRESS 3119 NE 20TH STREET RENTON, WA 98056 BASIS OF BEARING HELD A BEARING OF NORTH 1 °05'26" EAST ALONG THE MONUMENTED CENTERLINE OF KIRKLAND PL NE PER ALTA/ACSM LAND TITLE SURVEY BY CORE DESIGN DATED 06/19/2015. BENCHMARK CITY OF RENTON VERTICAL CONTROL MONUMENT#369, FOUND 'X' ON 2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.45' IN CASE ELEVATION: 101.37' DATUM NAD '83/'91 PER CITY OF RENTON HORIZONTAL CONTROL MONUMENT #369. CONTACTS OWNER: CIVIL ENGINEER: CALLIDUS DEVELOPMENT, INC PBG 16834 SE 43RD STREET 5130 S. 166TH LANE BELLEVUE, WA 98006 SEATAC, WA 98188 425-818-8829 (206) 229-6422 CONTACT: TROY SCHMEIL CONTACT: HAN PHAN, P.E. SERVICES SEWER: CITY OF RENTON 1055 S. GRADY WAY RENTON, WA 98055 (425) 430-7332 Know what's below. Call before you dig. WATER: CITY OF RENTON 1055 S. GRADY WAY RENTON, WA 98055 (425) 430-7332 N ccij Land Planning o Civil Engineering 0 5130 South 166th Lane N SeaTac, WA 98188 T (206) 229-6422 Q Q RENTON, WA 98056 SURVEYOR: AXIS SURVEY & MAP 15241 NE 90TH ST REDMOND, WA 98052 (425) 823-5700 CONTACT: MITCH EVANS, P.L.S. POWER AND GAS: CABLE: PUGET SOUND ENERGY COMCAST 1-888-321-7779 1-800-934-6489 CONSTRUCTION RECORD DRAWING TELEPHONE: CENTURYLINK 1-800-475-7526 JOB NO. R19020 m REVISION NE 23RD PL N NE 23RD ST o� LE z O a z 0 w NE 22ND ST z w Q7 = z 0 z w W w P OJECT SIT, Q NE21STST w w cn o z w O Q 0 0 0 w o z J 0 NE 20TH ST z �O y J Q NE 19TH ST E[ NE 18TH ST w z NE 18TH ST > � Q Z Y NE 17TH PL NF 76Ty ST NE 17TH ST DRAWING INDEX REFERENCE SHEET NO. DRAWING TITLE C1 COVER SHEET TOPOGRAPHY / CONTROL SURVEY C2 PAVING / GRADING / UTILITY PLAN C3 SITE PREPARATION AND TESC PLAN AND DETAILS C4 SECTIONS AND DETAILS C5 STANDARD DETAILS — 1 C6 STANDARD DETAILS — 2 C7 STANDARD DETAILS — 3 C8 STANDARD DETAILS — 4 L1 LANDSCAPE PLAN / TREE RETENTION PLAN L2 LANDSCAPE PLAN / TREE RETENTION PLAN L3 PLANTING NOTE / PLANING DETAILS SURVEYED: I SCALE: VERTICAL: NAVD 1988 DESIGNED: NONE HORIZONTAL: NAD 1983/1991 H. H. PHAN ' DRAWN: ti, CITY OF H. H. PHAN DATUM RENTON CHECKED: ONEINCH AT FULL SCALE Planning/Building/Public Works IF NOT ONE INCH Dept. APPROVED: SCALE ACCORDINGLY VICINITY MAP NTS LEGEND PROPERTY LINE ADJACENT PROPERTY LINE ROW CENTERLINE — — ROW LINE SD PROPOSED STORM DRAINAGE LINE rV .............. SS D' PROPOSED WATER LINE PROPOSED SEWER LINE ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT PLANTER STRIP R-407301 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CALLOUS DUPLEX 3119 NE 20TH ST RENTON, WA 98056 COVER SHEET N co N O r U Q J LO N O O d') r X 1 LLJ J DATE: 0- 4-15-2021 FIELDBOOK: PAGE: V J DRAWING NO: C1 0 J SHEET: OF: J 1 12 v BOUNDARY & TOPOGRAPHIC SURVEY SSMH 10001 RIM 395.53 8" CONC IE 386.63 N 8" CONC IE 386.58 NE 8" CONC IE 386.48 SW / 1 REV# I DESCRIPTION OF REVISION I DATE I BY #1 #2 #3 #4 #5 survey ek mapping 15241 NE 90TH ST REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 1 1 /2" \ AMPED 9569" /2018) LEGEND N of c a N w � Iv'z °'mow °' m 'n o -(0o w°'U) N Q CD LO Io z O Do EB E) �12"F 12 FR a a• a a T W G FOUND 'X' ON 2" BRASS DISK IN 4"x4" CONCRETE MONUMENT DOWN 0.3' IN CASE. (09/2018) POWER METER YARD LIGHT UTILITY POLE W/ LIGHT, UNDERGROUND CONDUIT & TRANSFORMER SANITARY SEWER MANHOLE HOSE BIB WATER METER GAS METER SET BENCHMARK FOUND IRON PIPE FOUND MONUMENT IN CASE FOUND SURFACE MONUMENT CMU LANDSCAPE EDGING FIR FRUIT CONCRETE PAVING ASPHALT PAVING BUILDINGS GRAVEL SURFACE SANITARY SEWER LINE OVERHEAD POWER LINE TELECOMMUNICATIONS LINE WATER LINE GAS LINE WOOD FENCE LINE (BFNC) GRAPHIC SCALE 20 10 0 20 40 1"=20' BASIS OF BEARINGS HELD A BEARING OF NORTH 1'05'26" EAST ALONG THE MONUMENTED CENTERLINE OF KIRKLAND PL NE PER ALTA/ACSM LAND TITLE SURVEY BY CORE DESIGN DATED 06/19/2015. HORIZONTAL DATUM NAD '83/'91 PER CITY OF RENTON HORIZONTAL CONTROL MONUMENT #369. VERTICAL DATUM NAVD '88 PER CITY OF RENTON. BENCHMARKS ORIGINATING BENCHMARK: CITY OF RENTON VERTICAL CONTROL MONUMENT #369, FOUND 'X' ON 2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.45' IN CASE. ELEVATION: 101.37' TEMPORARY BENCHMARK: TBM 'A' SET CHISELED SQUARE AT DRIVEWAY CUT AT TOP OF WING FOR HOUSE #3124. ELEVATION: 396.92' LEGAL DESCRIPTION/TITLE REPORT NOTES LOT 3, BLOCK 4 OF CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT RECORDED IN VOLUME 57 OF PLATS AT PAGE(S) 92 THROUGH 98, INCLUSIVE, IN KING COUNTY, WASHINGTON. NO EASEMENTS, RESTRICTIONS, OR RESERVATIONS OF RECORD WHICH WOULD BE DISCLOSED BY TITLE REPORT ARE SHOWN. LEGAL DESCRIPTION PER ALTA/ACSM LAND TITLE SURVEY BY CORE DESIGN DATED 06/19/2015. EQUIPMENT NOTES PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. NOTES THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON SEPTEMBER 19, 2018 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITI- LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. UNDERGROUND UTILITIES WERE LOCATED BASED ON FIELD MEASUREMENTS OF SURFACE EVIDENCE OF UTILITIES (PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS, ETC.), AND THE ALTA/ACSM LAND TITLE SURVEY BY CORE DESIGN DATED 06/19/2015. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2' CONTOURS INTERVAL DERIVED FROM DIRECT FIELD OBSERVATION. THIS SURVEY MEETS UNITED STATES NATIONAL MAP ACCURACY STANDARDS FOR VERTICAL ACCURACY OF ONE HALF THE CONTOUR INTERVAL. THE BOUNDARY AS SHOWN HEREON IS BASED ON THE ALTA/ACSM LAND TITLE SURVEY BY CORE DESIGN DATED 06/19/2015. THE TOPOGRAPHIC MAPPING FOR THIS SURVEY ONLY EXTENDS TO THE NEAREST EDGE OF ROADWAY OF THE SUBJECT PARCEL. THE INFORMATION GRAPHICALLY SHOWN BEYOND THAT IS BASED ON THE ALTA/ACSM LAND TITLE SURVEY BY CORE DESIGN DATED 06/19/2015, AND WAS NOT FIELD LOCATED AS PART OF THIS SURVEY. REFERENCES R1 CORRECTED PLAT OF RENTON HIGHLANDS NO. 2 V.57 / PGS.92-98 R2 PLAT OF KIRKLAND COURT RECORDING NUMBER 2000021600007. R3 ALTA/ACSM LAND TITLE SURVEY BY CORE DESIGN DATED 06/19/2015. R-407302 SE 1/4, NE 1/4, SEC. 14, TWP. 24N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON c�•-,T.s. E ,..-i TROY SCHMEIL www.axismap.com ;°F W s' /yes SAPPHIRE HOMES SURVEY .JOB NO. DATE 18-170 09/21/18 o* k 16834 SE 43RD ST OF DRAWN BY CHECKED BY BELLEVUE, WA 98006 3119 NE 20TH ST JM MTSE 38011� Fs •;�! STER�• Jam, s��NAL# SCALE SHEET LAND i 1"=20' 2 of 12 CM ti - O O 0 w x LLI _j 0- W J J C..) O ry 0 M EX. 8" SEWER MAIN I (FIELD VERIFY) 1 40 LF k PVC SDR 35 2" GRIND & OVERLAY (TYP) - STA 10+37.50 (13' RT) CONSTRUCT 16' WIDE DRIVEWAY-ENTRANGE- 2" MPE IP PSEG f-tripinx/ppirvi NE20THS-I-- EL: 396.92' PeTruitirr, fTrp) SIDE SEWER STUB L M 2Z. OU LOP% IMV I N. -TIA-3 SIDEWALK PER COR S D. PLAN 406.1 PE CMG C G CM ALK PER COR TD. PLAN H032.1 G -TRUCT CE.�,MENT CM N . T EFL 8 ' W STRIP WITH SOD E UD • 40 L C 35 • RCIS CAN SIS) (CALIPER} _ • .. ; : (5 T) ; ; , . , . / . % .. ; (FIELD VERIFY) % o ' / . /S1 E SEWER STUBD @ 2. 0 /o M / PER COR STD. PLAN 406.1 ; ' , ; oHP SAWCUT & CONST PHALT PAVEM NT ° TIO S A, SCAPE N ssMII l0000 RIM 395.77 FOR -TAILS ( P) 8" CONC IE 389.72 SE 12" CONC IE 389.62 SW END CURB @ 0 I ;L: SHEET C4 a BEGIN CURB @.6° .. .,r. SS a SS ; S: ' SS S SS ; ; s - s�STA 10+9 1 SS IFSiP- S >S SS SS - SS SS �r :: ..r.�.••� .� ��.• .r � 3'� ''�•'''� •• •' INSTALL MAILBOX 4 STA 11+ 4 /.r.... : 1 CONSTRUCT 16' WIDE OHP . /. ( ) STA 10+06 13 RT EX. 8 CI � � �� � �. � ��• �. � •. • • • I: ( ) / . �'. 2 I.... I� .. .': '•'.''I/ : PER COR STD PLAN (5' RT ?� DRIVEWAY TRANCE ) BEGIN CURB 0" I :C:. I �: WATER MAIN :I r.' 'I'.''.'' •'. / @ 10 ' `� I::' PER COS-S'fC�PLAN 104.3 11+00 I .' ...j H028,H029, H030 12+ 397.78(ASB) TOP NUT 397.06 (ASB) 1'06 6 - ' . . FG=39$i ; /. ;:/.., TOP NUT 397.32(ASB)/. ....:••..... . .. .. 395.90(ASB) cn _-1_. •� : _ : -���.��_�� -4__ _���u FG=395.96- o. 397.78(ASB) .. `` .. .".GV 1 7.79 ASB E�- TOP NUT ' ..... 396.38(ASB) . 395.35 ASB 39 ( ) ION N• ( ) ►'• ► PROPOSED 5 x8 BIORETENT , M. • .. 4 . . • 396.18 .. - - o .. .�. . . �.G'�. .'.••.'.••.'.••�.'.••.' ••�.. � .. �.. •.. ,........ ,r �•�.�... .� .. .. .. .. .. �'fFL-�:7C):� � .'.. � .. .' ....� FL-.TJ'T4Q 'S,o °�'' '� .PLANTER FOR ROAD DRAINAGE ..�.'. � .. o INLET AND/OR 1 Z'YP : '•':' •'..... .STA 1.1.'+44 . CURB CUT I ASB �' MATCH . • .. , .. , • • • , w/ / '.•• . �• 3ss.2s( ) ..'... �• . �• .'•� . �• �.. •. �. •.� .' � �.'• �.'.� �. � �.'.. .. � .. .. .. ... .. TO . _ .. .'.� .� TOG DRAIN HOLE AT LOWEST POINT % T. RT > & ...'. (� ) 396.88(ASB) \ 395.85(ASB) EX. SIDEWALK FG=397.80 I D . Q D n. wr p A 397.55(ASB) .. ° �Q 9 •D •' p o� � . z'/b. D� .' \ 395.35(ASB) OHP 1 M - TOCn39$�$. ' , p: Dom• •i• p e e e t398.05(ASB) e D P .��,�, ` .'� FG=39 .75 PROTECT EX. - - - - w POWER POLE 1 D e °� D W . D Wei \` W e` e y/ ... ` MATCF4 EX1 O p ' n ION a °` `¢ . e.. % 8D D .p ° D D D ° D e °. D STAe10+72 D e' °16' , 'o ST 1 +18 D ° 'D D ' ` '� 4 D ° D ' D D a . �..' FOUND IROI a 1 xo l'E ° D . ° ; D o' yq 7.5' RT ° (1 )ZT) D �. e p e D D . PIPE 0. 'N.xo.1 ° a STA'1'Q+6 ..50 \'b e e D ° D e. D D D.D Rd��; I y•' OF COR ER (0 FG=39�3-�fl I (17.5 '"Cn RT) 8, p .D N52°1106E 188:2'D ►• , ssco 398.23(ASB) RIM 398.47 SSCO ir' CO 165.52' SS ..F�1. R TRANSITIO CURB :'.:' ::: ` 1" '`` RIM 398.28 5.92 ASB -P ':.': RT 398.4 RIM 5 �` 10 10 10 39 ( ) � • ..........:.. S I DS'i63 ::'i.. riti�' FAG ?n iill� l F 6 TO 0 5 ::.:.'....:::'.::....:....:: F r A. :'. 6 SS STUB :. . 0 1 P 'u��� = 4 ASB ;�'►'`. - `SFr: 395.2 s 398.30 ASB •� o. 'y ( ) SSCO - .fl - _F� TY LINE 42 398. � �� .RIM �'�`�'Q�:. �i . �� PR �' T EX. TREE G - O EC _ 8 ASB ............... .......:: ....._...:.,:.. 398.2 � - ' ( ) t hA� + CEMENT N CO -r. -CONSTRUCT -•, STA 1 1 - 0 0 ;iLAT CY)17 R �-•� • �' ' ,• ,pROW F� 4 +Y . T:. .:j OIDEWALK PER C D. O ..:. ... _...:...... - PL DEDICAFMt LU TI- ia :.... w � I �'• � ='� �'' - � � = � � ' - - i GE=398.00 GARAGE=398.00 i 6" PVC SIDE _ GA - 0 RAGE=398.00 i I U) ' COV'D 3119 NE 20TH ST C VL), i i POR D FOR CONS T UCT SINGLE DIRECTION n WATER CONSTRUCTION NOTES: PORCH 1 STORY WOOD °POItCH ; ; ,,, ; CURB RAMPLo FRAME HOUSE 0, 10 INSTALL 1" WATER METER o j„ EE DETAIL ON SHEET C4 (BY CITY OF RENTON) ERM BLE CONC. Ln Ln z O CUT & CAP EXISTING SERVICE LINE AT MAIN LINE & REMOVE r RIVEWAY i E CON(. �cF EXISTING %4" WATER METER (BY CITY OF RENTON) SEED AIL O SHEET C5 �� ssco o DRIVEWAY 4f RIM 399.24 ; SEE DETAIL ON SHEET C5 ; O3 CUT -IN -TEE (BY CITY OF RENTON) �9e8,o (1)8x6 TEE (MJ xFL) ii E. I "' � A, I (1) 8" SPOOL 6" PVC / 6" PVC SIDE SS 6" PVC SIDE SS x IS `j��OF WASy� I (2) 8" SLEEVE SIDE SS co`P T (1) 8" GATE VAVLE (MJ x MJ) (1) 6" GATE VALVE (FL x MJ) 3115 311J i �tih Survey &Mapping p 3107 3109 UNIT C NI� i 6" SSCO 'L� o� 15241 NE 90TH ST, SUITE 100 No PER COR STD. PLAN NO. 300.3 i 722 i i 0,� � 3847 �o ,�� REDMOND, WA 98052 IE 394 50 ' UNIT A UNIT B � T FFE=398.50 FFE=398.50 IE FS FG�STAN U, 04 12 - 6 DI PIPE FFE=398.50 FFE=398.50 L�, i sioyA sJ TEL. 25.82 -6700 I i ! 6" SSCO � 19/2 FAX 425.823-6700 I 1 - FIRE HYDRANT ASSEMBLY PER COR STD. PLAN NO. 310.1 IE-394- i ASBUILT NOTE 3 ►n i AXIS SURVEY & MAPPING PERFORMED ASBUILT SURVEY DATED APRIL 6, 2022. N j SANITARY SEWER AND STORM DRAINAGE FACILITIES HAVE BEEN ASBUILT THROUGH Ch FIELD MEASUREMENTS OF THE LOCATION OF THE ACCESS STRUCTURES, THE TOP ELEVATION OF THE STRUCTURES AND THE INVERT ELEVATIONS OF ANY PIPES Q ENTERING OR LEAVING THE STRUCTURES. IT IS STANDARD PRACTICE TO SHOW I � ,ylO THE PIPES CONNECTING THE STRUCTURES AS STRAIGHT LINES. THIS IS ONLY AN I X h0 ASSUMPTION AND THE ACTUAL LOCATION OF THE PIPING MUST BE VERIFIED IN --------- -------r---------------------- J '1. THE FIELD. WE ACCEPT NO FURTHER RESPONSIBILITY BEYOND THE EXTENT OF I ---_ --------- THESE ASBUILT MEASUREMENTS LOCATED WITHIN THE CLOUDED AREA. z 6" ROOF DRAIN ° 6" FOOTING DRAIN �oti1 LEGEND I - COLLECTOR COLLECTOR oti 0 W cl I PROPERTY LINE Cn SIC I - - - - - - - - - - - - - ADJACENT PROPERTY LINE 0 N ROW CENTERLINE '-) 1 I ROW LINE N I ASPHALT PAVEMENT 0 rn CEMENT CONCRETE PAVEMENT 0 PLANTER STRIP a 2" GRIND & OVERLAY a ME =1PReim Land Planning • Civil Engineering CD 5130 South 166th Lane N SeaTac, WA 98188 L T (206) 229-6422 a Q 6" ROOF DRAIN COLLECTOR 6" FOOTING DRAIN j r, r"* I I 1 o COLLECTOR 1 0 i o I I 0 I L J I I L__ _J FOOTING DRAIN DRYWELL L - - - J *2CF ;EE DETAIL 2 ON SHEET C4 I FOOTING DRAIN DRYWELL SEE DETAIL 2 ON SHEET C4 ROOF DRAIN DRYWELL (FULL INFILTRATION) SEE DETAIL 1 ON SHEET C4 JOB NO. SURVEYED: SCALE: R1 / 420 DESIGNED: 1 11 - 10' H. H. PHAN DRAWN: H. H. PHAN CHECKED: I ONEINCH AT FULL SCALE IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY NO. REVISION BY DATE APPR VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM I 8). AS -BUILT LEGEND Ak FIRE HYDRANT 0 WATER METER IN WATER VALVE 0SS SANITARY SEWER CLEANOUT (ASB) ASBUILT ELEVATION • W-407301, S-407301 & R-407303 � FIN COMPLIANCE WITH CITY OF RENTON STANDARDS TPN:0423059301 Know what's below. Call before you dig. HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. CITY OF RENTON Planning/Building/Public Works Dept. CALLOUS DUPLEX 3119 NE 20TH ST RENTON, WA 98056 PAVING /GRADING /UTILITY PLAN U Q J It U / N O O m TIA W x W Q DATE: 4-15-2021 FIELDBOOK: PAGE: '^ vJ DRAWING NO: C2 0 J J v SHEET: OF: 3 12 LL I LL I �2 U) U O N O U) c O ,) / 0 0 Q X Q 0 U) O Un 0 N LJ CD O / 0 J N O N Q Q SSMH IUUUU RIM 395.77 \\ I 2 CONC IE 3 SE 12" CONC IE 389.689.62 SW LEGEND PROPERTY LINE — — — — ADJACENT PROPERTY LINE ROW CENTERLINE 12+ — cn Cn — — ROW LINE W ❑ ❑ ❑ TREE PROTECTION FENCE LINE Z —0-0-0— SILT FENCE LINE Cn oHP 4 BFN EX. WATER METER o 0 0 \ \ �y TO BE REMOVED & O �, o a o o \\� REMOVE CAP AT MAIN a o o I o I o 32'F \ \ �I _ I \ SIDEWALK INS LL SILT FENCE -- \ \ \\\ � 0 0 o *48-F \I_\yDDcuSign EnuelDpe ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 FOUND 1" IRON PER C R STD. PLAN 214.00- / \a oIFOUND "IROo �, ON SHE T C5 o a o I � % — 1 PIPE 0.1'N.x0.1 �� I �� PIPE 0.1'N.x0.1'E. \'��, ,,-�'� � 1 �� OF CORNER. (0912018) - - - - - - - - OF COR ER (0 20 8). N52°11'06"E 188. _ EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: O O / �- �� 23.00� �_ \ � 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 ma I � a = _ _ ma % � � � � ° LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT r 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. C� cp 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY / 9. = � I REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. � � ' 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WAS HINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STQRMWATER GENERAL c �BFNC 0 I PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY CLEARING LIMIT o \ \ 6' HIQH CHAINLINK FENCE FOR 20"F / ASSOCIATED WITH THE CONSTRUCTION S70RMWATER GENERAL PERMIT. (15, 600 S F - 0.36 ACRE) o a o THE PROTECTION FENCING 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION 3EQUENCE 1)ETAIUNG THE ORDERED STEPS THAT SHALL BE FOLLOWEiD FROM CONSTRUCTION i _ COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. INSTALL PLACARDS , ROW \ / 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 "NO TRESPASSING -PROTECTED TREE" DEDICATIO�IV / RENTON SURFACE WATER DESIGN MAN UAL (RENTON SWDM)PRIORTOTHE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANTIESC SUPERVISOR FOR THE DURATION OF ON EACH SIDE OF FENCE CONSTRUCTION. (146;2Z ' SEE DETAIL ON SHEET C4 SQ"I / n 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 TRACKS OFFSITE, PUBLIC ROADS SHALL 31 19 NE 20TH ST \BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURINO WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING 1 STORY WOOD U, WATERS OF THE STATE. FRAME HOUSE B. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE pR 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 I DESIGNATED CONCRETE INSTALL CONS UCTION ENTRANCE y I v WASHOUTAREAS. i I 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANDIOR CONSTRUCTION TO PREVENT TRANSPORTATION OF PER COR STD. P N 215.1 p ON SHEET C5 SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANDID R CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL E:SC BMPS SHALL BE REMOVED AFTER i CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION. �C MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. GARAGE i I B. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. \I1 / 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEETANT ICIPATED 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 0./ I APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM v Cf) REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10, APPROVAL I OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, S1ZE NOR LOCATION OF PIPES, RESTRICTORS, \ CHANNELS, OR STORMWATER / FACILITIES. 14'FRUIT 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. l I \ ________ EX. HOUSE �� � 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBa,NKMEN75, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 157 "' - - - _ _ _ _' /, �� I � I I THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON [MAY 1ST THROUGH SEPTEMBER 39TH] 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. TO BE REMOVED _20 �j[i' \ 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1 ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. \ i \ - �� 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION. SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. I TPN:72278001 15 \ I / 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. \� LOT 3 \ / INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REOUI RED 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 /1 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 III EX. GARAGE / Cn CONDITION. N TO BE REMOVED _ 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 213 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. Cl18. 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. M I TEMPORARY STOCKPILE / �hO° I co N 19. AREAS DESIGNATED ON THE PLAN CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, COVER WITH PLASTIC (( -J ETC,) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. ' ED OR PER COR STD. PLAN 213.30 ^,`�. HOUSE 20 SEE DED IN PREPARATION FOR THE WINF THE WET TER RAINS.ON C ISTURBED AREAS ISHALLBBEE SOD DED ORSE DED WITHIN ON D TO I WEEK OF THIE BEC H OGINNING OF THE WENES SHALL BE so T SEASON. zII , \ ' AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. ON SHEET C5,yO� 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 OWSITE BMPS SHALL BE RESTORED TO THEIR FULLY / \ V) FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS 5HALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH 0 6" HIGH C HA I N L I N K FENCE FOR , \\ \ I WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. ON AND EROSION CONTROL. ROC K ERIE 6 SHALL NOT BE C ONSTRUCTED TO SERVE AS / \ I 22 RETAIN IN WALES ELS ALLIROCKER ES N CITY ROAD RIGHTS -OF WAY SHALL BE CONSTRUCTED N AC ORDANCE WITH CITY STANDARDS. ROC KERIES OUTSIDE OF TREE PROTECTION FENCING , ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE I NTE RNAT IONAL BUILDING CODE. INSTALL PLACARDS , NO TRESPASSING -PROTECTED TREE \Cn ON EACH SIDE OF FENCE (TYP) UNLE554THfRWISENOTED, DRAW INGISNOTTOSCALE(NTS) j/\/\/\ STD. PLAN - 2fi8.00 SEE DETAIL ON SHEET C4 /� I I PPR PRI PUBLIC WORKS EROSION AND SEDIMENT CONTROL\ DEPARTMENT GAZ STANDARD PLAN NOTES 91281zo�s :45 A \ DATE o I \ � I au61rc Waks Adminntra[er 20 F �1TPN: 0423059301 I � 0 I \ I / CONTRACTOR TO INSTALL INLET PROTECTION FOR \ \ \ / ALL CATCH BASINS DOWNSTREAM AND WITHIN ' / \ o \ / 300' OF THE SITE _ \ - R-407304 EX. /TREE / i \\ I • IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0� / TO REMAIN (TYP) \ \ \ / 22'F \ \ I O \ \ \ \ / / t 307F \ — — — \ HORIZONTAL GRAPHIC SCALE I 10 5 0 5 10 I Know what's below. 1 inch — 10 ft. I call before you dig. JOB N0. SURVEYED: SCALE: CAL L I D U S DUPLEX �ATE: 021 W H. �g W VERTICAL: NAVD 1988 , Xp� M9020 DESIGNED: 1"_ 10' HORIZONTAL: NAD 1983/1991 3119 N E 20TH ST FIELDBOOK: AS o� H. H. PHAN CITY OF RENTON, WA 98056 PAGE: Land Planning Civil Engineering DRAWN: H. H. PHAN DATUM 1"R RENTON DRAWING NO: 5130 South 16p6itph Lane 4 1520 I CHECKED: I ONE INCH C3 SeaTac WA 98188 42815AT FULL SCALE—] 7 ��o����'GISTER�'�l�`v�� IF NOT ONE NCH Planning/Building/Public Works Dept. SITE PREPARATION AND T (206) 229-6422 SIONAL E� APPROVED: SCALE ACCORDINGLY SHEET: OF: NO. REVISION BY DATE APPR TEST PLAN AND DETAILS 4 12 SAWCUT & oHP REMOVE PAVEMENT oHP � SS i SS a SS SS i SS SS SS SS i i SS S 8"SS SS ss i ISs ()OF SS SS Ss SS SS— — Ss ,� I I I I _-___ oHP I � FiCEMOVE EX. FENCE NE 20TH ST I Cf)I OHP — I j REMOVE EX. FENCE 1 I �O I �11+00 I I _ _ _ N52°11'06'E 361' — — �I— — — — — — — — — — J — — — — — — — — — — — — — — — — — — — — — — — oqP L— — — / ----J----------- 8 W 8"W I W W W W W W U) o 0 a o C, p 4 BFNC p p 22'� 8"SS ss ss EX. TREE TO IE REMOVED (TYP) — 4,C/ W \ W \ \ 1 \ \ \ I M N CD CD m Ir- L(� CD CD CD m Ir- W J 0 co 0 J Q U C'M ti O O LIJ I- X LU n U) 0 J J Q U ROW CENTERLINE NE 20TH ST ROW 30' 1 3' 8' 5' 3.5' VARIES VARIES 1'-3' 10'-12' VERTICAL SAWCUT PLANTER STRIP 0.5' SIDEWALK 1.5% —� EXISTING GROUND 2" GRIND & OVERLAY - 4" CRUSHED SURFACING 4" HMA CL %" PG 64-22 TOP COURSE (CSTC) 4" CEMENT CONCRETE SIDEWALK 4" CRUSHED SURFACE PER COR STD. PLAN 102 TOP COURSE (CSTC) 12" TOP SOIL TYPE A CEMENT CONCRETE TRAFFIC CURB & GUTTER 2" BARK OR WOOD CHIP MULCH PER COR STD. PLAN 101 NE 20TH ST - TYPICAL SECTION SCALE: NONE NOTES: 1. MINIMUM SIX (6) FOOT HIGH TEMPORARY CHAINLINK FENCE SHALL BE PLACED AT THE FROM TREE DRIPLINE OR DESIGNATED LIMIT OF DISTURBANCE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRLE TREE. INSTALL FENCE POSTS USING PER BLOCK ONLY. MODIFICATIONS TO FENCING MATERIAL AND LOCATION MUST BE APPROVED BY PLANNING OFFICIAL. 2. TREATMENT OF EXPOSED ROOTS DURING CONSTRUCTION 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 TEMPORARY COVERED WITH DAMP BURLAP TO LO PREVENT DRYING AND COVERED WITH SOIL AS SOON AS POSSIBLE. Uj 3. NO STOCKPILING OF MATERIALS. VEHICULAR TRAFFIC OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE W FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY THE CITY PLANNING OFFICIAL. WORK WITHIN THE PROTECTION = FENCE SHALL BE DONE MANUALLY UNDER THE SUPERVISION OF AN ON -SITE ARBORIST AND WITH PRIOR APPROVAL BY THE CITY PLANNING OFFICIAL. () 4. ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH 0 PRIOR TO INSTALLATION OF THE PROTECTION FENCING. 6 J A z THIS PATTERN AREA SHALL RAMP o BE YELLOW IN COLOR B CEMENT CONCRETE WALKWAY RAMP FG=395.96 8' C C O RAMP Q ' ' I co 3/8" EXPANSION JOINT ,l 2' -4 - 4no 0 CN CD I CEMENT CONC. WALKWAY FG=395.40 Cn 0 7% i o A o PLAN w i II Q j 7% D ELEVATION FG=395.47 FG=396.03 DETECTABLE WARNING TRUNCATED DOMES CEMENT PATTERN (SEE DETAIL) DETECTABLE WARNING CONCRETE CURB ASPHALT AREANo PATTERN DETAIL & GUTTER PLAN VIEW 3/8" EXPANSION JOINT WALKWAY RAMP 6'-0" 0 z PLAN CEMENT RAMP 2 -0 _ 1: CONCRETE WALKWAY 0 0 DETECTABLE WARNING SINGLE DIRECTION CURB RAMP DETAIL PATTERN (SEE DETAIL) SCALE: NONE SECTION OA JOB NO. 0 C'-' ��F AS,Ar R19020 Ln �o Land Planning Civil Engineering I �J 0 5130 South 166th Lane 4281515 Zo SeaTac, WA 98188 �SSIONAL E��l Q T (206) 229-6422 Dripline _6 Ft. Temporary �/% f •'�Chain Link Fence Criticalt Root Zone ROOTS TRESSPASSING One sign per 50 feet (minimum of 2 signs) PROTECTED NO Ft. TREES Figure 1. TREE PROTECTION FENCE DETAIL. DRIPLINE METHOD ,1 �1 1, 0 © 1 1 1 1 LANDING Q NO. REVISION DRYWELL FILLED WITH 1 1/2" -3" WASHED ROCK CATCH BASIN (YARD DRAIN) HOUSE F ------------ FLOW � I O ROOF L----------J PLAN 4, SCALE: NONE MARK CENTER OF DRYWELL WITH 1" CAPPED PVC OR OTHER MEANS FLUSH WITH SURFACE HOUSE TOPSOIL z (I r) FLOW O QUO oO�Q 5' MIN. FINE MESH SCREEN CATCH BAE IN (YARD DRAIN) �C 1 1/2" - 3" �O OC WASHED ROCK 6" MIN. DIA. PIPE O SIDES OF DRYWELL OGoUo oUoO�D LINED WITH FILTER FABRIC 15' MIN. MIN. V ABOVE SEASONAL HIGH GROUNDWATER ELEVATION AND HYDRAULICALLY -RESTRICTIVE MATERIAL PROFILE SCALE: NONE FOOTING DRYWELL DETAIL SCALE: NONE SURVEYED: SCALE: NA DESIGNED: H. H. PHAN DRAWN: H. H. PHAN ONEINCI CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: BY DATE APPR VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ROOF HOUSE NO TRESPASSING -PROTECTED TREE KEEP OUT TREE ENCLOSED BY THIS FENCE ARE TO BE RETAINED & PROTECTED ANY INCURSION INTO THIS PROTECTED AREA MUST BE APPROVED BY A PROJECT ARBORIST TREE PROTECTION PLACARD DETAIL SCALE: NONE DRYWELL FILLED WITH 1 1/2" -3" WASHED ROCK CATCH BASIN (YARD DRAIN) DOWNSPOUT F FLOW O80 I L----------J PLAN 8' SCALE: NONE MARK CENTER OF DRYWELL DOWNSPOUT WITH 1" CAPPED PVC OR OTHER MEANS - OVERFLOW FLUSH WITH SURFACE SPLASH BLOCK TOPSOIL z FLOW 5' M I N. FINE MESH SCREEN CATCH BAE IN (YARD DRAIN) QC 1 1/2" - 3" �O OC WASHED ROCK 6" MIN. DIA. PIPE O SIDES OF DRYWELL OG�Uo UQ_ LINED WITH FILTER FABRIC 15' MIN. MIN. V ABOVE SEASONAL HIGH GROUNDWATER ELEVATION AND HYDRAULICALLY -RESTRICTIVE MATERIAL PROFILE SCALE: NONE ROOF DRYWELL DETAIL SCALE: NONE R-407305 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N M N O W Q J LO N O O O� Tdo 7 X W CALLIDUS DUPLEX DATE: 4-15-2021 L.L 3119 NE 20TH ST FIELDBOOK: 0 • PAGE: CITY OF RENTON, WA 98056 cn RENTON DRAWING NO: C4 Planning/Building/Public Works Dept. J SHEET: OF: J SECTIONS AND DETAILS 5 12 DocuSign Envelope ID: 6EECF5B6.602A-4E4A-B436-A317AA638878 co I` O (0 Nt W X W J n D U) J J U CD Uj -17 U) U U O N O (Y / CD c / Q X N Q 7 ✓7 U Ili Ili L O N W z O N O / C O J D n O DocuSign Envelope ID: 6EECF5B6-6D2A-4E4A-B436-A317AA638878 r�,10S�1P1G�0_CYrV 1� *�f INSTALL DRIVEWAY CULVERT IF THERE IBA ROADSIDE DITCH PRESENT, AS PER CITY 1 ROAD STAND M0.S 10U M IN. 47-S' OVARRY SPALLS GEOTEXTILE 1Z MIN. THICKNESS I. DRIVEWAYS SHALL BE PAVED TO THE)=DGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT 15 RECOMMENDED THAT THE ENTRANCE BE CROWNEDSU THAT RUNOFF DRAINS OFF THE PAD 15, MIN. PROVIDE FULL WIDTH OF INGRESSIEGRESS AREA NOTES: 1. CONDITION CF USE 1.1. CONSTRUCTION ENTRANCE SMALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,e01) 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 LENGTHWIDTH TO PROVIDE VEHICLE ACCESSIPARKING, BASED ON LOT SIZEICONFIGURATKB4. 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 GEOTEXTI LE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENC.-H IASTM 046321 1200 LOS. MIN. GRAB TENSILE ELONGATION [ASTM D4632] I 30%MAX. [WOVEN) CBR PUNCTURE STRENGTH IASTM M241 ] 1495 LBS. MIN. ADS (ASTM 04751) 20-45 (U.S. STANDARD SIEVE SIZE} 2-2. DO NOT USE CRUSHED CONCRETE. CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABIL17-ATION 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 $PALLS IN AREAS THAT WILL NOT HE 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 M NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2A, FE MCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO TH" 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. 32- IF THE ENTRANCE I.S. NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREET5 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 SEDIM ENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING 9RALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING 15 NINE FFECTIVE 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 $PALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3-5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE($). FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC, UNLESS OW ER W ISE NOTED, DRA W I NG 6 NOT TO SCALE (NTS) STD. PLAN • 215.10 • PUBLIC WORKS APPROVEO- DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 wv., wv...wwn DATE DocuSign Envelope ID: 6EECF5B6.602A-4E4A-8436-A317AA638878 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL TH E NOTES ON THE UST 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 SMALL 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 APPLICANTS 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 WSOOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION 6"A}- 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 REWIRE A SEPARATE REVIEW ANDAPPROVAL 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 SMALL 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 APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATION$ SHOWN, AND TO FURTHER DISCOVER AND AVOIDANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PUN. THE APPLICANT SHALL RECORD ON THE AS-SUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED ANDANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS 7. VERTICAL DATUM SHALL BE NAVE) 88 AND HORIZONTAL DATUM SHALL BE MAD 83 (WA STATE PLANE, MORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK. DATUM. AMC) ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95%MAXIMLMI DRY DENSITY PER SECTION 2-03.3(14I0 - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH SACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SMALL BE COMPACTED TO MORE THAN 92%OF MAXIMUM 0RY 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 STANDAR05. 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 8Y THE CITY, THE EXISTING MANHOLES, CATCH RAS INS. OR INLETS SMALL 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 07HERWPSE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASH INGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SMALL 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 22D.00, 220.1 D. 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 SMALL BE FITTED WITH DUCTILE IRON. BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204. 10, 204.20, 204,30, AND 204.50. STRUCTURES SHALL HAVE- . RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOUP LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURBIGUTTER LLNE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE UUS OEITSIDE PUBLIC RIGHT OF -WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15- BUILDINGS AND OTHER STRUCTURES SMALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLESlCA7CH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLEICATCH BASIN RIMS SMALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES. UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SMALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. U NLE$S OTH€ PLW 15E NOTED, DRAWING IS MDT TO SCALE [NT$I STD. PLAN - 267.00 AoRbk • GAZ 9/28/2018 1 PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR D '� RI DEPARTMENT NOTES (1 OF 2j PATE P I� Land Planning Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 F W sHpG d 42815 �oA�'GI STER��� :45 :45 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-8436-A317AA638878 TOE IP 4'x4' NOTES: 1. CONDITIONS OF USE 1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS. 12. PLASTC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. 1.3, CLEAR PLASTLC SHEETING MAY BE USED OVER NEWLY -SE EOED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTH S- 1.4. THIS METHOD SHALL NQT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.06 MILLIMETERS. 2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM. RIPRAP. OR OTHER SUITABLE PROTECTION SHALL BE INSTALL ED AT THE TOE OF THE SLOPE IN ORDER TO REDVCE THE VELOCITY OF RUNOFF. 2.3. TIRES, SAND SAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC. 2.4. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED. 3. MAINTENANCE STANDARDS 3.1, TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED. 3.Z. IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED. 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED. IT SHALL BE COMPLETELY REMOVED. UNLESS OTHERWISE NOTED, DRAWNG 15 MDT TO SCALE [NTSI Nq STD. PLAN - 213.30 Aomtk PUBLIC WORKS PLASTIC COVERING 9/28/2018 11 11RDEPARTMENT GAZ DATE DDDuSign Envelope ID: 6EEC F5B6-602A-4E4A-8436-A317AA638878 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, SMALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND $HALL MEET THE FOLLOWING SPECIFICATIONS: • 4 • B INCH ROCK 140. 70% PASSING; . 2 •4INCH ROCK! 30 - 40•% PASSING; AND • LESS THAN 2 INCH ROCK 110 • 20% PASSING, 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL SE CAPPED. A CLEANOUT TOPPED WITH A BOLT.LOCKING LID MARKED -STORM- SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE. AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY4;EHABILITATED IPUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AN WOR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTION$ TO EXISTING MAIN$ SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSOOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY- STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE ATTHE SAME TIME THE MAIN STORM I$ TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS SCOMPAGTED. 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 ANDIOR 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, AMC) 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 WSWT STANDARD SPECIFICATIONS I.10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SMALL COMPLY WITH SPECIAL REQUIREMENT 06 OF THE RENTON SWUM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINIMANHOLE LIDS. CLEANOUTS, INLETS, ETC.] IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS O(F 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 NONSKID LI0 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 20INCHES 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 $ 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 FATE 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 AREASX 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 C 1781. ON LE55 OTHERWISE NOTED, DRAWING IS NOT TO SCALE INTS) STD- PLAN - 267.10 rPUBLIC WORKS SURFACE WATER STANDARD PLAN PPr D 311 DEPARTMENT NOTES (2 OF 2) GAZ 9/28/2018 1 •.bk ww.. Wr:.wno• DATE t 'I's W*e' aING REVISION 45 :45 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES. WIRE RINGS, OR ECU IVALE NT TO ATTACH FAB RIC TO POSTS 2"x2' 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 2 MIN. I IZ �54 �S MAX. J J I POST SPACING MAY BE INCREASE I I I 77 MII TO 8' IF WIRE BACKING IS USED I I 4Z 4' MIN. TRENCH I I� BACKFILL TRENCH WITH NATIVE SOIL OR 314' TO 1.112' WASHED GRLAVEL TAx WOOD POSTS, STEEL FENCE POSTS, OR EOL IVALEN7(TYR.I NOTES: 1. CONDITIONS OF USE IN1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. . 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 GEOTEXTI LE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. RO$ [ASTM D4751) 3D-100 SIEVE SIZE [0.00-0.1 BMM) FOR SILT FILM 501-100 SIEVE SIZE (0.30-0.15-) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D44S1) 0.02 SEC' MINIMUM GRAB TENSILE STRENGTH (ASTM 119632J 180 LES. MIN. FOR FXTRA STRENGTH FABRIC 10D LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATEDN (ASTM D4632) 301% MAX. [WOVEN] ULTRAVIOLET RESISTANCE (ASTM D435W 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WERE BACKING TO INCREASE THE STRENGTH OF THE FENCE.. WIRE BACKING OR CLOSER POST SPADING 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 M STEEPER THAN 2H:1 V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4')4 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 CNANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE PENCE OR REMOVE THE TRAPPED SEDIMENT- 3A SEDIMENT MUST SE REMOVED WHEN SEDIMENT IS 61NCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS BETE RIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SMALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS HOT TO SCALE (NTS) STD- PLAN - 214.00 PUBLIC WORKS DEPARTMENT SILT FENCE :GAZ 912aI2ols DATE DocuSign Envelope ID:6EECF5B6.602A-4E4A-8436-A317AA638878 BY I DATE I APPR F BASE, TIE 0 SAND LAYER SEE NOTE 5 12' MIN. ABOVE SEASONAL HIGH GROUNDWATER OR HYDRAULICALLY RESTRICTIVE LAYER PERVIOUS CONCRETEIPOROUS ASPHALT MINIMUM MATERIAL THICKNESS (IN): RESIDENTIAL STREETS AND PEDESTRIAN ALLEYS PERVIOUSFPO PERVIOUS POROUS LAYER MATERIALTYPE' CONCRETE CONCRETE ASPHALT (INI (IN) (IN) �J PERMEABLE PAVEMENT, SEE NOTE 1 8 6 5 4 © CHOKER COURSE, SEE NOTE 2 D 2 ❑ 2 OAGGREGATE BASE, SEE NOTE 3 B B 6 4 NOTES: 1. PERMEABLE PAVEMENT THICKNESSES LISTED FOR POROUS ASPHALT INCLUDE WEARING COURSE AND ASPHALT TREATED PERMEABLE BASE (ATPB) WHEN UTILIZED. PERMEABLE ASPHALT TREATED BASE (PATE) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4SA2. CHOKER COURSE REQUIRED WHEN ATPB IS USED- 2. CRUSHED SURFACING CHOKER COURSE (C$CC) SHALL CONFORM TOTHE REQUIREMENT$ OF APWA GSP 4-04.2(8-D3-9(211-DPT2. 3. AGGREGATE RASE SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)yOPT1. RUNOFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER AGGREGATE SASE. HYDRAULIC MODELING RESULTS SHOWING THE REQUIRED AGGREGATE BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED. 4. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.30) SUBGRADE FOR PERMEABLE PAVEMENTS. COMPACT TO A DEPTH OF V TO 90%.92% OF MAXIMUM DENSITY PER WSDOT 2-03.3(14)D. OVERCOMPACTED SU BGRADE SHALL BE SCARIFIED TO S' MIN. AND RECOMPACTED. 5. PERMEABLE PAVEMENT SWILL BE DESIGNED WHERE THE SOIL BENEATH THE EMIR MEETS A MINIMUM ORGANIC MATTER CONTENT OF 1.0%AND A MINIMUM CATION EXCHANGE CAPACITY OF 5 M ILLIEOUIVALENTS PER 100 GRAMS. A 6 INCH SAND LAYER MUST BE INCLUDED IN THE DESIGN BENEATH THE PERMEABLE PAVEMENT IF THE SOIL DOES NOT MEET THESE PROPERTIES. S. PAVEMENT BASE SMALL BE INSTALLED PER APWA GSP 4.04-N5) $RAPING AND COMPACTION. 1. REFER TO WSDOT LOCAL AGENCY GENERAL SPECUL PROVISIONS (GSPS) DIVISIONS 2.9 APWA GSPS, AND WSDOT STANDARD SPECLF ICATIONS. 2- POROUS MMA SMALL CONFORM TO REQUIREMENTS OF APWA GSP 5-04. 3. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS, STO. PLANS 265.E10.2B5. 10. AND 265,20. AND OTHER UTILITY PROVIDER REQUIREMENTS. COORDINATE WITH CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS. 4. PERMEABLE PAVEMENT SHALL BE DESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOGIST OR GEOTECHNICAL ENGINEER. FOR ALL APPLICATIONS, PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGINEER LICENSED IN WASHINGTON STATE. S. ACCEPTANCE TESTING FOR SIDEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN 2,000 SF SHALL BE AS FOLLOWS: PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER ATA MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. APPROVAL WITH 5 GALLON BUCKET TEST. WATER TRUCK, OR ASTM C1701 USNG A 12-INCH RING SEALED AT THE PAVEMENT SURFACE. S. ACCEPTANCE TESTING FOR ROADWAYS AND PARKING AREAS OF 2,000 SF OR GREATER SHALL HAVE A MINIMUM INFILTRATION RATE OF 1110 INAIR PER ASTM C1701 AND APWA GSP 5-04.3 AND 5-06.3(SY 7. ROADWAYS, DRIVEWAYS, AND PARKING LOTS SUBJECT TO VEHICLE LOADING SMALL MEET STRUCTURAL REQUIREMENTS OF CITY OF RENTON TRANSPORTATION DEPARTMENT STANDARDS FOR EQUIVALENT NON -PERMEABLE PAVEMENT TYPES. 8. FOR PERMEABLE PAVEMENT INSTALLATIONS ON SLOPES GREATER THAN 5%. CHECK DAMS AREA REQUIRED PER STD PLAN 261.20. 9. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT RE OUIREMENTS PERMEABLE PAVEMENT MATERIAL PPPOVED:5fA•PLA"-x61.10 % PUBLIC WORKS DEPARTMENT SECTIONS - PERVIOUS CONCRETE AND GAZ 9/28/2018 14317 POROUS ASPHALT DATE SURVEYED: DESIGNED: H. H. PHAN DRAWN: H. H. PHAN CHECKED APPROVED: SCALE: VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 DATUM 1 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY :45 :45 CITY OF RENTON 1-"R Planning/Building/Public Works Dept. R-407306 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CALLIDUS DUPLEX DATE: 4-15-2021 3119 NE 20TH ST FIELDBOOK: RENTON, WA 98056 PAGE: STANDARD DETAILS - 1 6 12 N M N N O O V / N O O X LLI ^J L.L 0 U) 0 J Q U M I` O 1 O d" 1 0 LU W W V SPECIAL NOTE: IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. TRAFFIC FLOW 2" HMA 2" TO 8" HMA 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH AR-4000W (EACH SIDE) 2" HMA SAWCUT AFTER BACKFILL (EACH SIDE) 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. MIN I MIN VARIES I MIN I MIN FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE DEPTH OF EXISTING PAVEMENT 2" — 6" MIN. HMA (SEE NOTE 2) I 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03,19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF L PIPE ZONE BEDDING, MATERIAL— SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1. STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR STD. PIAN — 110 PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID ��► DEPARTMENT PAVEMENT WITH OVERLAY l� Q Ln CV Land Planning Is Civil Engineering N 0 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 Q Q r©�o SEWER 10-1 /2" — 14" 12-3%4" h� 11" 2- 1 %4" CAST IRON RING AN❑ RECESSED LIFT POCKET Not to Scale FRAM E NOTES: 1. B" AND 6" CLEAN —OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00:369$03) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY, 2. IN UNIMPROVED AREAS, POUR A 1'—O" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. OR DABLE STD, PLAN - 403,1 PUBLIC WORKS 811 OR 6" CLEANOUT APPROVED: DEPARTMENT FOR SANITARY SEWER MAINz INg i eA I sm d4� ■ Grep a 5 Pubic rV n racer Q r-" I 1--EX. SEWER MAIN __---SPOOL (LENM AS NEEDED-) 6" SEWER STUBE $EWER MAIN X 6" TEE TEE W COUPLING (TYP.) r k� of =I �I ----------------- _I T---------^ BEND AS REQUIRED EXISTING SANITARY SEWER MAIN -"-6" SEWER STUB SEWER MAIN SIZE X G" TEE L.._.+� PROPERTY LINE.._.._.. I I FUTURE 4" 51dE SEWER UC---------- : 1 2"k 4" STUD MARKING POST PAINTED 8" CAP WHITE WITH THE WORD "SEWER" STENOLEO IN 3" HIGH BLACK LETTERS AND #B WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 5"X6'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), (SEE STD. PLAN 403.1 FOR INSTALLATION) JM EAGLE THREADED CLEAN —OUT ADAPTER HUB de PLUG (OR APPROVED EQUAL) s"X$"xs' WYE FUTURE 4` SIDE SEWER � FUTURE G„ x 4" REDUCER ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIQNS TO FXJSTING SEWER MAIN A. VITRIFIED CLAP MAIN — CUT IN A NEW PVC "TEE" USING "STRONG —BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN — CUT IN A NEW PVC "TEE" USING "STRONG-10ACK" FLEXIBLE CQVPUNGS (FERNCO OR APPROVED EQUAL), C. PVC & C900 PVC MAIN — CUT IN NEW TEE USING RIGID COUPLINGS OR CORE —DRILLED WITH A RDMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN — CORE —DRILLED WITH A RDMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION — ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK —OUTS OR THE STRUCTURE SHALL BE CORE —DRILLED. 3000 PSI MIX �yh CONCRETE ,} f ' pt� BLOCKING j5p'F B�-0 2X M1N SLOPE fi'■ TEE HORIZONTAL 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BWCKINC ANGLE OF TEE AT MAIN BETWEEN 25' AND,a45' TYPICAL SIDE SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE FI EVATION. WHICHEVER IS LOWER. Aoutk STANDARD SIDE SEWER STD. PLAN - 406.1 0 "RIPUBLIC WORKS APP VEU: DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) 2 aA Ti R-407307 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N M N N O O d� u Q J Lid N O r Tdo W JOB NO. SURVEYED: SCALE: DATE: J H. p VERTICAL: NAVD 1988 CAL L I D U S DUPLEX 4-15-2021 fjg WAS gJ� M9020 DESIGNED: NA HORIZONTAL: NAD 1983/1991 3119 NE 20TH ST FIELDBOOK: 0 H. H. PHAN � PAGE: DRAWN: CITY OF RENTON, WA 98056 () H. H. PHAN DATUM RENTON DRAWING NO: 4 1520 I ONE INCH ^ d 42815 CHECKED: I I ( _6 ISTVR ly�� IFNI AT FULLSOT NCH Planning/Building/Public Works Dept. ���/// �SSIONAL E��l APPROVED: SCALE ACCORDINGLY SHEET: OF: J - 0 N0. REVISION BY DATE APPR STANDARD DETAILS 2 7 12 N M N N O O d� W u Q J Lid N O O O d� X W J n D 0 U) D 0 J J Q U G) E 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC. INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN 12" MAX FINISH GRADE yam 0 36" MIN COVER, cv n V Z �2-1/2' �J NEW DUCTILE IRON WATERMAIN CITY PRIVATE PIPING PIPING IN UNIMPROVED RIGHT OF WAY INSTALL METER BOX AT w PROPERTY LINE WITH 12" M w LONG COPPER TAILPIECE. w a of I SIDEWALK of s . TOUCHREAD WATER J METER TO BE 12n SUPPLIED BY THE I a CITY i TYPE 'K" SOFT a 0 COPPER TUBING n1 n V IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION COUPLING / Z_LOOP DOWN TD CENTERLINE OF WATER MAIN TO PROVIDE SLACK IK COPPER SERVICE LINE TO METER. 911 - CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1"^METER: -FORT] VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WC0044, OR MUELLER: 1-8-2470-2 irli-g 3-Q) ^. "" 11f'G1iT ^ "' o BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" F81000-4-0) OR AY MCDONALD 47D1B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN. FROM NEAREST r AND FRONT EDGE OF PIT LID I TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN 510E OF MORE THAN ONE RIB. 3/4" OR 1" GALVANIZED PLUG � � + PUBLIC WORKS SAND 1" WATER SERVICE STD. PLAN - 320.1 DEPARTMENT NOVEMBER 2009 11-1/4' BEND 22-1/2" BEND 45' BEND CAP TEE 90' BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 9D' 45• BEND 11 1/4' 90, 45' BEND 1/4' go' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CRP DR PLUG 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND END BEND 4" 7,0 4,2 4.2 1.7 2-9 2.1 2.t k&:22 1.O 2.2 1,6 1,6 1.0 6 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8 23..3 16.7 16.7 6.7 11.7 &4 8.4 .3.4 8.8 6.,3 6.3 2.5 12" 53.0 37-5 37.5 15.0 26.5 18.8 IEUS 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-O' MIN, COVER FOR WATERMAIN LESS THAN 12', 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1 V THRUST BLOCK BE. AREA REFERS TO FACE OF 6LOCK M IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12'DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHDVIN SHALL BE DETERMINED BY THE ENGINEER. 2- ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. I DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2')- 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 390.2 ut PUBLIC WORKS DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2010 wn� Ln Ail N Land Planning e Civil Engineering N 5130 South 166th Lane O SeaTac, WA 98188 L T (206) 229-6422 Q Q 1Z' M: 18' Me SEE FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-112" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 1 B" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3SIDEWALK THAT IS ADJACENT TO CURB _F/ 4.875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. vv EXPANSION JOINT AT 2.,� BACK OF SIDEWALK CONCRETE SIDEWALK --OR PLANTING STRIP 36" INIF L�- COVER Yin TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING v CONCRETE THRUST BLOCK MAIN LINE TEE. NTH 6" FLANGE SIDE OUTLET. t !GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN S RADIUS ONE MAN ROCK o' e 6" CONCRETE PAD 6 D 16" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 910.1 * =�� DEPARTMENT MARCH 2O10 A PLAN VIEW wA1ER SECTION A -A VALVE BOX LID WITH EARS IN DIRECTION OF WATER MAIN AND WORD "WATER" CAST INTO IT CONCRETE COLLAR FOR LVES IN PAVED AREAS L 4-114" DIA. 1/8 MIN. THICKNESS 1" STEEL LENGTH AS REQUIRED 1/8" MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH NIECE CAST IRON VALVE X, RICH-SEATTLE TYPE OLYMPIC FOUNDRY VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 2" SQUARE OPERATING NUT �3 F* 77 3" 38" MIN. WIDTH WHITE 62" I 24" 1 VALVE MARKER POST PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN - 330A DEPARTMENT NUT EXTENSION MARCH 2O10 JOB NO. R19020 Rol REVISION EXISTING WATER LINE TESTING DETAIL EXISTING WATER LINE FINAL CONNECTION DETAIL PLAN VIEW IICAL CROSS(MJxFL) FOR POLYPIGGING BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG BLIND FLANGE ON BOTTOM (MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -OFF TRARY BLOCK _INGS AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMDVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE NJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE PUBLIC WORKS CONNECTION TO WATER MAIN CUT' PLAN - 300'3 DEPARTMENT IN -LINE TEE & TWO VALVES MARCH 2O10 MARKER MARKER I . I I 60 LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) MARKER I � • � I s FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) HYDRANT MARKERS F RAISED PAYMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) MARKER F ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO BE INSTALLED ON THAT MAIN STREET MARKER FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) PUBLIC WORKS STD. PLAN - 310.3 + � + DEPARTMENT HYDRANT MARKER LAYOUT �. MARCH 2O10 SUR VEYED: :DESIGNED: H. H. PHAN DRAWN: H. H. PHAN CHECKED: APPROVED: BY DATE APPR SCALE: NA ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT/ BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. �® PUBLIC WORKS STD. PLAN - 300.0 DEPARTMENT WATER PLAN GENERAL NOTES t1. MARCH 2O10 R-407309 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N M N N O O LO N O O O r x Lu CALLIDUS DUPLEX DATE: 4-15-2021 3119 NE 20TH ST FIELDBOOK: Q CITY OF RENTON, WA 98056 PAGE: cn RENTON DRAWING N0: NtmsV C8 0 Planning/Building/Public Works Dept. J SHEET: OF: J STANDARD DETAILS - 4 19 1210 L' J rN.-- O I C) 1 W X w J n 0 0 J J Q U Q) E a z T a J 0 N w z 0 0 �I U) 7 Z5 n U Q / Q E Q) a U O a a Q Q a / Q) z / / U Q) z E Q 0 N I N 0 N Li N a QUANT. BOTANICAL NAME COMMON NAME SIZE 2 ACER TRUNCATUM X A. PLATANOIDES'WARRENRED' PACIFIC SUNSET MAPLE 2" CAL STREET TREE FORM, MINIMUM BRANCH HT. 6' 7 CHAMAECYPARIS NOOTKATENSIS 'GREEN ARROW' GREEN ARROW ALASKAN CEDAR 6-7' SHRUB and GROUNDCOVER PLANT SCHEDULE QUANT. BOTANICAL NAME COMMON NAME SIZE SPACING/HT. 130 ARCTOSTAPHYLLOS UVA URSI KINNIKINNICK MASSACHUSETTS 1 GAL 30" O.C. 550 VINCA MINOR PURPLE PURPLE FLOWERING PERIWINKLE 1 GAL 30" O.C. * 10 ARBUTUS U COMPACTA COMPACT STRAWBERRY BUSH 5 GAL 22 CORNUS MIDWINTER FIRE MIDWINTER FIRE REDTWIG DOGWOOD 2 GAL 13 CORNUS STOLONIFERA KELSYII DWARF REDTWIG DOGWOOD 2 GAL 18 MAHONIA AQUAFOLIUM COMPACTA COMPACTA OREGON GRAPE 2 GAL 3 MISCANTHUS YAKU JIMA YAKU JIMA SEMI DWARF MAIDEN GRASS 2 GAL 17 PENNISETUM HAMELN DWARF FOUNTAIN GRASS 2 GAL 10' REQUI E STREET FRONTAGE TREE IN ROVE/, BE RETAINED, VERIFY, REA, TYPICAL— — WITHN97 ppn.I 'Y'�3 61E `1 , R B 0 R I S T OF — °11`06 CONSTRUCTIO Ln ONP VXn 17 PINUS MUGO PUMILIO DWARF MUGO PINE 2 GAL 14 POLYSTICHUM MUNITUM SWORD FERN 1 GAL 17 POTENTILLA WANGO TANGO' MANGO TANGO POTENTILLA 2 GAL 21 PRUNUS MT. VERNON MT. VERNON LAUREL 2 GAL * 11 PRUNUS LAUROCERASUS 'SCHIPKAENSIS' RUSSIAN LAUREL 5 GAL 30 SEDUM AUTUMN JOY AUTUMN JOY SEDUM 1 GAL 65 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL * 7 VIBURNUM P.T. SUMMER SNOWFLAKE SUMMER SNOWFLAKE VIBURNUM 5 GAL * SHRUB WITH MATURE HEIGHT OF 6' + PROVIDE QUANTITIES AS SHOWN ON PLAN OR AS LISTED IN SCHEDULE WHICHEVER IS GREATER GROUNDCOVERS TO BE PLANTED A MINIMUM OF 18" FROM PAVED SURFACES STREET TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT PROVIDE 5' HORIZONTAL CLEARANCE BETWEEN TREES AND UNDERGROUND UTILITIES 1<-0 NE 20TH STREET TREE IN' O&W TO BE REMOV D / DUE TO ROW\�MPROVEMENTS 8"W Cl 8"W C1 o w w� w w w w w w w w w w w w D / D to K 3107 UNIT A FFE=398.50 3109 UNIT B FFE=398.50 �p�L amFIRE HYDRA(T LJ lJ /�E// q� 4'BZ. FNC g\/ I I o . D 31 DD n. D aooQo , D 'D D d. D '. D D ... G t> d MAC �+ P ♦, �. + + + M CMAC MAC C O O O MAC MAC MDc- P _. _ . . _ MAC�_4i O O O MAC n P +Cc :.: _ < ,.: + MAC n_ I .-. z I � J I MR L_______�iLL--__— �R__—__ _____�R 2V___— _____MR 0- I N PRIVATE YARD 250 PRIVATE YARD 250 1 � SF MINIMUM SF MINIMUM . NORTH HALF OF SITE TREE RETENTION PLAN/STREET TREE PLAN 15 3115 UNIT C FFE=398.50 PRIVATE YARD 250 SF �Eymum n �\�10' ON SITE PLANTING AREA AND PLANTING STRIP PLAN GamDs JOB NO. STATE OF WASHINGTON REGISTERED GHA Landscape Architects LANDSCAPE ARCHITECT 1417 NE 80th St. aa SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 4NIL BUCHANAN CERTIFICATE No. 513 © GHA Landscape Architects 2019 1 " = 1 U-0" NO. 1 0 5 10 I I PRIVATE YARD 250 SF MINIMU I ti I N N j 12.9' , I � I � 3117 UNIT D FFE=398.50 �I I REVISION 1 I 1 i, SIGNIFICANT TREE TO BE RETAINED PER CIVIL DRAWING TREE TO BE RETAINED OFF SITE SIGNIFICANT TREE TO BE REMOVED OFF SITE PER CIVIL DRAWING Z \ VO ZU LOWER ZONED /PROPERTY I I� 1 1 V I 1 O o 1 1 u VV� FULL SIGHT -'OBSCURING, I I 0. PROVIDE'6' TALL SOLID CED R 14nFRuir VE) PAN-15L FENCE ALONG O PROPERTY LINE, NOTE ;0NORTHERN MOST 5.8' OF VO FENCE IS LIMITED TO 48" I HEIGHT DUE TO LOCATION � WITHIN 15' OF FRONT �- PROPERYT LINE 1 Z I tih�Q�C) I HOUSE 1 MATCH LINE BY DATE APPR b"Kvl=ytu: DESIGNED: SCALE: 111= 10' 3-31 DRAWN: ONEINCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Print Form Pos t Form. Save Form DEPARTMENT OF COMMUNITY CITY OF AND ECONOMIC DEVELOPMENT Renton TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone:425-430-7200 I www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 6 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous2 0 trees Trees in proposed public streets 0 trees Trees in proposed private access easements/tracts 0 trees Trees in critical areas3 and buffers 0 trees Total number of excluded trees: 0 trees 3. Subtract line 2 from line 1: 6 trees 4. Next, to determine the number of trees that must be retained 4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 1 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain4: 6 trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) (5) trees 7. Multiply line 6 by 12" for number of required replacement inches: (58) inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 0) 2 inches per tree 9. Divide line 7 by line 8 for number of replacement trees 6: (If remainder is .5 or greater, round up to the next whole number) 0 trees 1 Measured at 4.5' above grade. z A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6') tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx 08/2015 NO REPLACEMENT TREES REQUIRED R-40731 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Al Q J ,;I- LO O 0') To- rsi CAL L I D U S DUPLEX 5-06-2019 3119 NE 20TH ST FIELDBOOK: PAGE: CITY OF RENTON, WA 98056 W v J ' RENTON DRAWING NO: • L1 0 Planning/Building/Public works Dept. LANDSCAPE PLAN/TREE RETENTION PLAN SHEET: OF: J 10 12 v L' ) I\ O I C) I r) W X LU J n 0 J J Q C) T T W W 17 (1) Q) F z T O J Cnn 0 N W z 0 �I C_ U) n U Q Q E N U O 6 O Q a 0 / z / U) Cn / z Q Ln N I N 0 N Lri N 0 17 PINUS MUGO PUMILIO DWARF MUGO PINE 2 GAL 14 POLYSTICHUM MUNITUM SWORD FERN 1 GAL 17 POTENTILLA WANGO TANGO' MANGO TANGO POTENTILLA 2 GAL 21 PRUNUS MT. VERNON MT. VERNON LAUREL 2 GAL * 11 PRUNUS LAUROCERASUS'SCHIPKAENSIS' RUSSIAN LAUREL 5 GAL 30 SEDUM AUTUMN JOY AUTUMN JOY SEDUM 1 GAL 65 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL * 7 VIBURNUM P.T. SUMMER SNOWFLAKE SUMMER SNOWFLAKE VIBURNUM 5 GAL * SHRUB WITH MATURE HEIGHT OF 6' + PROVIDE QUANTITIES AS SHOWN ON PLAN OR AS LISTED IN SCHEDULE WHICHEVER IS GREATER GROUNDCOVERS TO BE PLANTED A MINIMUM OF 18" FROM PAVED SURFACES 1110 STREET TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT PROVIDE 5' HORIZONTAL CLEARANCE BETWEEN TREES AND UNDERGROUND UTILITIES 1vo QUANT. BOTANICAL NAME COMMON NAME SIZE 2 ACER TRUNCATUM X A. PLATANOI DES'WARRENRED' PACIFIC SUNSET MAPLE 2" CAL STREET TREE FORM, MINIMUM BRANCH HT. 6' 7 CHAMAECYPARIS NOOTKATENSIS 'GREEN ARROW' GREEN ARROW ALASKAN CEDAR 6-7' SHRUB and GROUNDCOVER PLANT SCHEDULE QUANT. BOTANICAL NAME COMMON NAME SIZE SPACING/HT. 130 ARCTOSTAPHYLLOS UVA URSI KINNIKINNICK MASSACHUSETTS 1 GAL 30" O.C. 550 VINCA MINOR PURPLE PURPLE FLOWERING PERIWINKLE 1 GAL 30" O.C. * 10 ARBUTUS U COMPACTA COMPACT STRAWBERRY BUSH 5 GAL 22 CORNUS MIDWINTER FIRE MIDWINTER FIRE REDTWIG DOGWOOD 2 GAL 13 CORNUS STOLONIFERA KELSYII DWARF REDTWIG DOGWOOD 2 GAL 18 MAHONIA AQUAFOLIUM COMPACTA COMPACTA OREGON GRAPE 2 GAL 3 MISCANTHUS YAKU JIMA YAKU JIMA SEMI DWARF MAIDEN GRASS 2 GAL 17 PENNISETUM HAMELN DWARF FOUNTAIN GRASS 2 GAL PROVIDE INFC PATH TO COI\ AREA, FIELD LOCATE AT T OF CONSTRU( COMMON OPE SPACE AT 3` PER UNIT FO TOTAL OF 1,, SF, 1,774 S PROVIDED TWO PACIFIC OUTDOOR PRODUCTS SE-5170 IN GROUND MO( BENCHES SOUTH HALF OF SITE TREE RETENTION PLAN/STREET TREE PLAN ,A I 10' ON SITE PLANTING AREA AND PLANTING STRIP PLAN 0 5 10 20 $IV GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206,526.5667 © GHA Landscape Architects 2019 @fiffl% STATE OF WASHINGTON REGISTERED LANDSCAPE AIRCHITECT q�_�Sl -- NIL BUCHANAN CERTIFICATE No. 513 JOB NO. JH SINE TPN: 0423059301 1 1 1 1 3-31 I 1 NO. REVISION SCALE: DESIGNED: I NONE 0 CHECKED: ONE INCH AT FULLS IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SIGNIFICANT TREE TO BE RETAINED PER CIVIL DRAWING TREE TO BE RETAINED OFF SITE SIGNIFICANT TREE TO BE REMOVED OFF SITE PER CIVIL DRAWING i Print Form Reset Form Save Form DEPARTMENT OF COMMUNITY CITY OF AND ECONOMIC DEVELOPMENT Renton TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone:425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 6 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous2 0 trees Trees in proposed public streets 0 trees Trees in proposed private access easements/tracts 0 trees Trees in critical areas3 and buffers 0 trees Total number of excluded trees: 0 trees 3. Subtract line 2 from line 1: 6 trees 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 1 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing to retain 4: 6 trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) (5) trees 7. Multiply line 6 by 12" for number of required replacement inches: (58) inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 0) 2 inches per tree 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round up to the next whole number) 0 trees 1 Measured at 4.5' above grade. 2 A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6) tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx 08/2015 NO REPLACEMENT TREES REQUIRED R-40731 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Al Q J IZI- Ln N O O Cn T ri CAL L I D U S DUPLEX 5-06-2019 3119 NE 20TH ST FIELDBOOK: • PAGE: CITY OF RENTON, WA 98056 W UR RENTON DRAWING NO: • L2 0 Planning/Building/Public Works Dept. LANDSCAPE PLAN/TREE RETENTION PLAN SHEET: OF: J 11 12 v L' ) C) ";I- I CONSTRUCTION NOTES: Q CONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH THE PROJECT AS WELL AS ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, COORDINATE ALL WORK WITHIN DRIPLINES OF EXISTING TREES TO REMAIN WITH PROJECT ARBORIST 0 ALL BEDS TO BE WEED AND DEBRIS FREE PRIOR TO SOIL PREPARATION. ALL SHRUB BEDS TO W BE 8" BELOW FINISHED GRADE TO ALLOW FOR TOPSOIL AND MULCH NOTIFY OWNER IF EXISTING SOIL CONDITIONS WILL PROVE DETRIMENTAL TO PLANT HEALTH, EVEN AFTER SOIL PREP, SUCH AS EXCESSIVE CLAY SOIL, HARDPAN SOIL, POOR DRAINAGE, OR EXCESSIVE GRAVEL. ADD 3.5" OF 50/50 CEDAR GROVE COMPOST SAND MIX TO PLANTING BEDS AND TILL INTO 6" OF X EXISTING SOIL, ADD 2.5 MORE INCHES OF COMPOST SAND MIX AND TILL INTO 6" OF SOIL. w COMPACT TO 80% TO PREVENT SETTLING. I IZ SEE CIVIL PLANS FOR BIORETENTION PLANTING STRIP CROSS SECTION FOR SOIL DEPTHS AND Z:) CONTOURS. 0 PLANT TREES PER DETAIL #1 THIS SHEET. PLANT SHRUBS PER DETAIL #2. MULCH PLANTING 0 BEDS WITH 2" OF MEDIUM FINE FIR BARK, KEEPING MULCH 2" FROM TRUNK OF TREE. 0 MULCH TO BE FREE OF GARBAGE AND WEEDS AND MAY NOT CONTAIN EXCESSIVE RESIN, J TANNIN, OR OTHER MATERIAL DETRIMENTAL TO PLANT GROWTH J Q GENTLY LOOSEN ROOTS OF CONTAINER STOCK THAT IS ROOTBOUND PRIOR TO PLANTING U FERTILIZE WITH BEST-PAKS FERTILIZER, AVAIL. HORIZON 425.828.4554 ONE PACKET PER 1 GALLON, 2 PER 2 GAL, 3 PER 5 gal, 14 PER TREE. EVENLY SPACE PACKS AROUND ROOTBALL 6-8" FROM SOIL SURFACE ALL PLANTS SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANLA PROVIDE ONE YEAR WARRANTY STARTING FROM DATE OF FINAL ACCEPTANCE COORDINATE ALL WORK WITH GENERAL CONTRACTOR PLANT GROUNDCOVERS A MINIMUM 24" FROM CONCRETE OR ASPHALT SURFACES IF TREE IS 4' OR CLOSER, HORIZONTALLY, FROM A PAVED SURFACES, INSTALL A 8' BY 24" SHEET OF PLASTIC ROOT BARRIER BETWEEN TREE AND PIPE OR PAVED SURFACE. CENTER 8' N SECTION ON TREE TRUNK, SET TOP OF BARRIER AT TOP OF SOIL SURFACE, BELOW MULCH LEVEL. SET AGAINST ADJACENT PAVED SURFACE OR NEAR VICINITY OF UTILITY PIPE. USE NDS uJ SM-20 SHEETING OR SIMILAR PRODUCT, AVAILABLE FRANK J MARTIN COMPANY 206-523-7665 W = ALL PLANTINGS ARE DROUGHT TOLERANT ONCE ESTABLISHED. PLANTINGS WILL REQUIRE (f� SUPPLEMENTAL WATER THROUGH THEIR FIRST TWO GROWING SEASONS FOR ESTABLISHMENT. O E z T 01 J c� 0 N W z i 0 U) U Q Q E N O U O 6 O Q Q z Cn z Q N I N 0 N N 0 - . • r � A - - - PACIFIC OUTDOOR PRODUCTS SE-5170 IN GROUND MOUNT BENCH 4m GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 QC GHA Landscape Architects 2019 0 12" GREATER THAN ROOTBALL 1" WIDE SOFT RUBBER CHAIN LOCK TREE TIE WRAP AROUND EACH STAKE AND TREE PROVIDE 1" CLEARANCE BETWEEN CHAIN LOCK TREE TIE AND TREE TRUNK. 2" DIA. WOOD STAKES, STAKE NEXT TO ROOTBALL LAYER OF MULCH PER SPECIFICATIONS FORM 3" WATERING RING AROUND TREE, 2" OUTSIDE OF TREE STAKES EXISTING SOIL, 1:1 SLOPE AT SIDES OF PLANT PIT CUT BURLAP BACK FROM TOP 2/3 OF ROOTBALL BACKFILL PER PLANT NOTES SOIL BENEATH TREE TO BE EXISTING SOIL OR COMPACT SOIL TO 85% MAX. DENSITY TREE PIT TO BE THREE TIMES THE DIAMETER OF ROOTBALL SET STAKES PARALLEL TO ADJACENT STREET SET TREE 1" ABOVE GRADE AS GROWN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL TREE PLANTING DETAIL SECTION N.T.S. FORM 2" WATER BASIN TOP OF ROOT CROWN BARK MULCH PER SPECIFICATIONS KEEP MULCH 1-2" AWAY FROM STEM OF PLANT EXISTING SOIL, DEEPLY SCARIFY AT SIDES OF PLANT POCKET \ BACKFILL WITH AMENDED NATIVE SOIL AND FERTILIZER PER SPECIFICATIONS SET AT 1/2" HIGHER THAN GROWN IN NURSERY PLANTING HOLE FIRM BACKFILL IN PLACE AND WATER IN WELL TO BE 12" WIDER THAN ROOTBALL FOR SHRUBS AND 8" WIDER THAN ROOTBALL FOR GROUNDCOVERS DEPTH TO BE SAME AS ROOTBALL OR 12" WHICH EVER IS GREATER SHRUB and GROUNDCOVDER PLANTING DETAIL SECTION N.T.S. z ILL. ILL. O in Z 2 H J zo J Q H 00 (n Lu — Z W J U } Z Lu LL Lu Lu 0- O� Z 0- 0) \\ STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT t' Ni BUUCSCHAAN[AANN n CERTIFICATE No. 513 JOB NO. OUMVr-Tr-u: SCALE: NONE VERTICAL: NAVD 1988DESIGNED: HORIZONTAL: NAD 1983/183/1991 DATUM 1 3-31 DRAWN: ONE INCH AT FULL SCALE IF NT ONE INCH SCA EOACCORDINGLY [NO. CHECKED: APPR APPROVED: REVISION BY DATE 6' (4') TALL CEDAR FENCE ELEVATION 2x4" P.T. APPEARANCE GRADE CAP 4x4" P. T. APPERANCE GRADE POSTS 1x4" CEDAR FENCE BOARD 3/8"+/- SPACING 3- 2x4" P. T. APPREANCE GRADE RAIL ON BACK SIDE 2- 1x4" T.K. CEDAR RAILS ON FRONT BY OWNER OOF AND :ATED WOOD 3/4"=1'-0" SEE PLAN FOR 5.8' SECTION OF FENCE THAT NEEDS TO BE 48" MAX HEIGHT DUE TO LOCATION WITHIN 15' OF FRONT PROPERTY LINE. ADJUST ABOVE DETAIL TO 48" MAX. FOR THAT SECTION, ELIMINATE MIDDLE RAIL, KEEPING ALL OTHER DETAILS THE SAME. R-407312 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �� msippo 05/04/2021 N H H Al Q J PA, i CAL L I D U S DUPLEX 5-06-2019 3119 NE 20TH ST FIELDBOOK: AOR%6 I PAGE: CITY OF RENTON, WA 98056 CIO RENTON DRAWING NO: %97L3 cl Planning/Building/Public works Dept. PLANTING NOTE/ PLANTING DETAILS SHEET: OF: J 12 12 v