Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutzR-413001LENGTH OF CURVE 40.02' DELTA = 90051' 36" O RADIUS = 25' Cn CO TANGENT LENGTH = 35.88' TOC 81.39 TOC 81.32 5' @ TOC 81.79 'I 1:1- 10% PT = 147+02 TOC 81.40 5' @ �/ r. CW 81.87 o00 \ LJJ TOC 81.40 000 ° - CW 81.91 5 \ EXTEND RAMP AND WINGS TO SIDEWALK EDGE AS SHTTOnnW.�-NRR�� dg� + + + \ APPROXIMA'l �>=Y IN't�ED. + + CW81.80+ + a 81.84 + \ �� CW 82.00 TOC 81.49 1 CW 81.71 - CW 81.66 CURRENT DESIGN HAS 5 @ 6.8% LANDING CROSS SLOPE PC = 107+00 TOC 81.15 0 A GREATER THAN 2%. 0 0 8.33% �y CW 81.73 ADJUST IN FIELD AS 100+00 NEEDED TO MEET 2% TOC 81.15 GROSS SLOPE. 5' @ 0.4% CW 81.73 TOC 81.63 CW 81.66 2' 4' GENERAL NOTES: U 1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER z APPURTENANCES SHALL NOT BE LOCATED ON CURB RAMPS, LANDING AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE. W 2. RAMPS SHALL BE TEXTURED USING TRUNCATED DOME PATTERN (SEE > WSDOT STANDARDS). DETECTABLE WARNING PATTERN SHALL BE Q YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION 8-14.3(3) RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. w3. LANDINGS SHALL BE MINIMUM 4' x 4' z ry 1 PARALLEL ADA RAMP DETAIL lit = 10'-0" 00 z w iE w 0 Elf - a w c� z z 0 Elf F 150+00 + 1 Sim TEG 80.92 oo C01 CW 1.73 FL 80.98 TOC 81.48 \ 100+00 C 81.70, CW 8173 CW 81. EG 81.07 FL 81.15 + TOC 81.63 CW 82.69 z - CW 82.62 > EG 82.00 FL 82.06 TOC 82.56 w 50+00 CW 83.68 z CW 83.61 EG 82.99 FL 83.05 ' TOC 83. I flTOC FL 84.02 GO 84.58// TOC 84.52 CW 84.62 CW 84.55 EG 83.96 0 1 TOC 85.04 EG 84.35 1 TOC 84.97 o • FL J N J 84.42 0+00 TOC 85.42" REFER TO COR STD 1 TOC 85.35 104.2 AND 104.3 FOR R1 B TYPE DRIVEWAY FL 84.85 14 TOC 85.24 GRADING PLAN AT BURNETT AVE 1 = 20 -0 SHEETINDEX C01 - FRONTAGE IMPROVEMENT - ROAD / PAVING / DRAINAGE PLAN CO2 - TYPICAL STANDARD DETAILS CO3 - TYPICAL STANDARD DETAILS C04 - TYPICAL STANDARD DETAILS C05 - TESC / EROSION CONTROL PLAN AVALON PROJECT 14670 NE 8TH ST #200 BELLEVUE, WA 98007 TEL. 714-336-4714 EMAIL: glen@avalonproject. us 26' - 6" (1/2 - 53' ROW) 1/2 OF EXIST'G 28' PAVEMENT WIDTH @ N 33RD PL 2' - 0" 13'-0" 1'-0" z � 1/2 OF EXIST'G 22' PAVEMENT WIDTH @ BURNETT AVE N Lu l H z 0 10, 3' 0.5' CURB O 6" TRAFFIC PROPOSEDLANDSCAPE CONCRETE CURB AND GUTTER PER COR STD. PLAN 101 AND 103 VERTICAL SAWCUT & MATCH EX. GRADE 2% `- 4" HMA CL 1/2" PG 58H-22 6" CRUSHED RESURFACING TOP COURSE (CSTC) TYP. ROW CROSS SECTION A - A 1 : 40 2" BARK OR WOOD CHIP MULCH 12" TOP SOIL TYPE A EQ R 1' WIDE AT 2% MAX. Ili 11r 4" HMA CLASS 1/2' PG 64-22 I1 r 6' CRUSHED ROCK AS RE4UIRED V TYP. ALLEY PAVEMENT DETAIL SECTION B-B 1 : 40 KEY NOTES KEY DESCRIPTION DETAIL/SHEET 1 L� NEW AND EXISTING UTILITIES FROM POWER POLE ARE REQUIRED TO BE UNDERGROUNDED TO HOUSE(S) - COORDINATE WITH THE CITY AND UTILITY COMPANIES [2� EXISTING VEGETATION TO BE REMOVED PRIOR TO CONSTRUCTION ALONG WEST PROPERTY LINE 30 INSTALL NEW STREET TREES PER RMC 4-4-070, REFER TO BUILDING SITE PLAN FOR SPECIES 4S NEW LANDSCAPE BUFFER W/ AMMENDED SOIL [5] NEW 5' CEMENT CONCRETE SIDEWALK PER STD PLAN 102 AND F007 [6� NEW CEMENT CONCRETE CURB AND GUTTER PER STD PLAN 101 [�7 CITY OF RENTON UTILITY DEPARTMENT TO INSTALL NEW 1" WATER METER. INDIVIDUAL PRESSURE REDUCING VALVE DOWNSTREAM (TO BE INSTALLED BY DEVELOPER). WATER METERS TO BE INSTALLED IN THE PLANTER STRIP. SEPERATE WATER METER PERMITS AND DROP IN WATER METER PERMITS AS REQUIRED- SEE COR STD PLAN 320.1 AND 340.5 Color Codes -The utilities will be is a ntified by paimod marks or flans within twenty-four inches on either $ Ie -6f fht ut,14 lim. RED ElpVM YELLOW GaL, Co. FUU1 ORANGE Cable, TV, Telaphona BLUE omm!p vwatar GREEN !9urdul 8' 5' -00 PLANTER SIDEWALK EQ PROPOSED STREET TREE 1.5% MAX. 1.5% MAX. PROPOSED 4" CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102 6" CRUSHED RESURFACING TOP COURSE (CSTC) GRADING PLAN AT N 33RD PL 1 " = 20'-0" i' WIDE AT 2% MAX. L EXISTING FIRE HYDRANT 1 /� I g o I o o g o / F-7 T - - - - - - - - - - 150+00 / EXIST'G SSHM RIM 80.45' IE. (MC) 72.35' - I NEW TYRE 1 CB RIM 81.5Q' IE 78.45' SW 12" DI T / 8" DI WATER MAIN NEW 5 LF 12" DI 8% IE 79.1 E 12 DI 8" SEWER MAIN _ NEW TYPE 1 CB / -- -- -- b -RIM 85.45' EXIST'G CB (TO BE REMOVED) - - - M - -- - -- - - - YE 82 98'-E RIM 81.20' I N 33RD PL Q i IE-82.46' W IE 78.15' SW 12" DI I REFER TO COR STD. IE 78.8' E 12" CONC. 00 - - I PLAN 200.30, 202.00, / TO BE REMOVED I 3 6 10 I 4 204.00, 204.20, 203.00 12 5'-0" 0 I �12 NEW 23LF 2"DI@2.5% �' ---- 15 - -- MIN. NEW 84 LF 12" DI 4% �- EXIST'G CB IT BE REMOVED) I -/ RIM 80.72' A - _ IE 77.66' 12" DI W IE 77.87' 12" DI E 7 M 11 NEW 8'LANDSCAPING NDSCAPING WM 00 I 3 SDHM RIM 80.4 IE 77.87' 12" D S 8 BUFFER IE 73.851 - - i 24" DI N �� }' - 5'- 0" NEW 5' SIDEWALK" -� o 24" D1 S N 105.04' N 89056' 39" E 12" DIE EXIST'G TO --1- \ v± - - MIN.- o - -- o in 12" DI E --- -- _ 12 EMAIN \� FOUND 1/2" o I PRV C.O. 55.02'- - N 89056' 39" E FOUND 1/2" -_777PRV- �,� -C.O.- - ; - 50.02' N 89056' 39" E REBAR & CAP - PER (53.50' AFTER DEDICATION) REBAR & CAP PER COR DIMENSIONS NOTED ARE BASED ON RELOCATE TYPE CB PLS No. 29537 o COR 406.1 DIMENSIONS NOTED ARE PLS No. 29537 406.1 LUA20-000163 ( LOT LINE ADJUSTMENT) RIM 80.90' EL. 82.99' L RIM = 84.5' BASED ON EL. 84.61' RIM = 86.5' TYP. U.N.O IE 77.66' 12" DI W I IE = 78.5' LUA20-000163 (LOT LINE IE = 80.5' IE 77.87' 12" DIE p ADJUSTMENT) TYP. U.N.O 7 8 ABANDON EX. SIDE LU IE 77.87' 12" DI S - � 0 5 CCIAICD CTI ID + z o°o° I I - FINAL TRENCH RESTORATION 100 00 OR o o I I I 0 15 LF 6" DI SHIFT SIDE SEWER STUBI FOR ALL WATER SERVICE LINES of FOOTING DRAIN STUB— EAST TO AVOID TREE TO BE PERFORMED BY 11 w/ CLEANOUT ROOTS DEVELOPER'S CONTRACTOR RIM. 84.5' 8-0 5- 0 � IE. 82.25 � 10 I DEDICATION TO 13 MATCH RADIUS OF SIDEWALK 0 KEY DESCRIPTION DETAIL/SHEET SEWER STUB SHALL BE 6 INCH IN L THE RIGHT OF WAY AND MAY BE REDUCED TO A 4 INCH SIDE SEWER ON PRIVATE PROPERTY - 6"x6"x6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY'SEWER' ON LID). CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD. CONCRETE PAD TO BE 8" IN DEPTH. REFER TO COR STD. PLAN 406.1 9 TRANSITION FLOW LINE FROM NEW CURB & GUTTER TO ASPHALT THICKENED EDGE AT 2:1 MAX. TAPER. MATCH EXISTING GRADE 10 3' MIN. SAWCUT (FROM FACE OF CURB) & MATCH EXISTING GRADE. PAVEMENT PATCH PER CITY STANDARDS - PER COR STD PLAN 103 11 CUT & CAP EXISTING 3/4" WATER METER - PER DEMO PERMIT REQUIREMENTS - W20000881 12 INSTALL/RELOCATE NEW CB AND GRATE PER COR STD DETAIL 200 1 REMOVE EXISTING WOODBOARD FENCE PRIOR TO ROW CONSTRUCTION 14 ASPHALT TRANSITION FROM SIDEWALK TO EX. GRADE @ MAX. 8 PERCENT 15 CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE R1 B SEE DETAIL - STANDARD PLAN 104.3 6" CURB & fER 4 \ A \ z 3 LJJ 0 > 50+00 � [61 I w z L.I. I m PIPE MATERIALS SHALL BE VERIFIED AND MEET THE MINIMUM COVER REQUIREMENTS FOUND IN TABLE 4.2.1.A2 OF THE RSDWM. NEW 96 LF 18" DI @ % NEW TYPE 1VCB RIM 84.75' PER COR STD PLA 200 IN LANDSCAPE AREA IE82.07'18"DIN IE82.0'18"DIS IE82.0'18"DI SE g WITH SOLID LID STD. PLAN 400.20, 204.50, 204.60 NEW 26 L 18" DI @ 2% 0+60 IE 8 .0' / 14 DEBRIS BARRIER STD. PLAN 223.00 2 Am- I 1 I Y J -1' - 6" REQUIRED ROW DEDICATION A I W 0 / I � I W W Z M I o 0 o I Z }< o rn o I 00 ENTIRE LOT IS STRAW COVERED DURING CONSTRUCTION ACTIVITIES � � I EXIST G CB (TO REMAIN IN LANDSCAPE AREA) RIM 86.0' (RIM EL. SHALL BE \ FLUSH WITH FINAL GRADE IN LANDSCAPE STRIP IE 83.33' E, W 12" CONC. REPLACE WITH SOLID LID COR STD. PLAN 204.10 FOUND 1/2" REBAR & CAP PLS No. 29537 EL. 85.61' 15LF6"DI FOOTING DRAIN STUB w/CLEANOUT RIM. 86.5' IE. 84.25' INSTALL TYPE III BARRICADE AT EAST END OF ALLEY. FOUND 1/2" REBAR & CAP m OUND 1/2" PLS N29537 I U. j REBAR & CAP EL. 85.58' NEW 16 LF 18" DI @ 2% I 1 PLS No. 29537 105.04' N 89 56' 39 E o DEL. 89.86' k ' ' 55.02' N 89056' 39" E 50.02' N 89056' 39" E NEW TYPE 1 CB - PER (53.50' AFTER FRONTAGE DEDICATION) DIMENSIONS NOTED ARE BASED ON COR STD PLAN 200 o = DIMENSIONS NOTED ARE BASED ON LUA20-000163 (LOT LINE ADJUSTMENT) TYP. U.N.O 9/ VANED GRATE RIM _ _-LUA20-000163 (LOT LINE ADJUSTMENT) TYP. U.N.O_ _ _ _ _ _ _ _ _ _ _ _ _ r \ ��n C - .-- IE. 86.79' 18" DI W "t3 -7 77A �\ N E 5 SOUTH 0 NE m4 BEGIN NEW AC PAVEMENT --------------- R-413001 i I NEW110LF18"DI@4% / VV-413001 NEW TYPE 1 CB - L1PE MATERIALS SHALL BE I U PER COR STD PLAN 200 VERIFIED AND MEET THE W/VANED GRATE RIM 85.25' MINIMUM COVER IN COMPLIANCE WITH CITY OF RENTON STANDARDS �J IE. 82.39' 18" DI W REQUIREMENTS FOUND IN IE. 82.46' 18" DI E TABLE 4.2.1.A2 OF THE RSDWM. REGIONAL FIRE AUTHORITY ��NToti STD. PLAN 220.00 DEVELOPMENT ENGINEERING APPROVED QF O Nathan Janders 09/16/2020 cthomas 09/16/2020 "qF"E >V``• SURFACE WATER UTILITY • 3 jfarah 09/16/2020 TAW CURRENT PLANNING v WATER UTILITY WASTEWATER UTILITY Angelea Weihs 07/23/2019 agafour 09/16/2020' . AFowler 09/17/2020 HORIz019 VERTICAL NAVD BURNETT AVE INC 1/31/2020 1983/1� 3302 BURNETT AVE N, RENTON, WA 98056 L991 , LAD FIELDBOOK: \ RENTON PAGE ENE INCH DRAWING N FULL g/ g/ FRONTAGE IMPROVEMENT C01 Plannin B uildin Public Works ,'H SCALE RDINGL Dept. ROAD / PAVING / DRAINAGE PLAN OF* 5 :ORDINGLY OF* 5 U Z W I- W Z ry W F- Z LU 2 Lu O a Lu (D Z Z 0 X LL FACE OF CURB 6" CEMENT CONCRETE 112' R. 1"R SIDEWALK RAMP VARIES OR LANDING FROM _5112' _1" 6' TO 0 1 112" R- 1. R- 1:24 6" � i 1 TOP OF I • ip 112" R. ROADWAY 318" PREMOLDED JOINT FILLER N [ CEMENT CONCRETE PEDESTRIAN CURB } AT SIDEWALK RAMPS AND LANDINGS 1 FACE OF ADJACENT CURB CEMENT CONCRETE B 112" _ TRAFFIC CURB AND GUTTER SEE DEPRESSED CURB DETAIL THIS SHEET FACE OF ADJACENT CURS 1.24 TOP OF 6 lr1" - FLUSH WITH GUTTER I 1 1" 112" R. ROADWAY PAN AT SIDEWALK 7" RAMP ENTRANCE I ,:1x 1:24 TOP OF 1i2• R, ROADWAY T 1'_6. � r + DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. 1 FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 1042 DEPRESSED CURB SECTION FACE OF CURB AT SIDEWALK RAMPS y 6 112' - 510 1" 1r2" R. 1" R. FACE OF ADJACENT CURB s 1 ' � TOPOF ROADWAY • • V , .• ' GUTTER SURFACE 1 a •'i , �O •! 'p PRE MOLDED JOINT FILLER E FULL -DEPTH 1* R. a,ra' EXPANSION JOINT rR. CEMENT CONCRETE f 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 sparing. 2. Expansion Joint shall be full depth, 3/8" (in.) premolded jolnt filler. 3. For Depressed Monolithic Driveway Curb 8r Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 • PUBLIC WORKS DEPARTMENTCEMENT CONCRETE CURBS EXISTING ASPHALT PAVEMENT SAWCUT (SEE NOTE 2) RTERIAL STREET MINIM 7" HMA (Or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 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. 1 ti O } + PUBLIC WORKS ' DEPARTMENT O NEW CURB dt GUTTER STD. PLAN - 103 CURB AND GLITTER l PPR02.D: REPLACEMENT DETAIL bd �,I�jIj�.��rw, �{I, NOTES A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH A " CURB RAMP V41DTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING E MATCH CURB RAMP way must be contained within the width of the crosswalk markings. I /J LANDING I WIDTH -SEE CONTRACT PLANS Y 9 LANDING I t - GRADE BREAK CURB RAMP I 2. Where "GRADE BREAK" is called out, the entire length of the grade break GRADE BREAK r SEE CONTRACT PLANS - �� GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - _ I 4' - 0" MIN. CEMENT CONCRETE 4' - 0" MIN I SIDEWALK - SEE NOTE 5 I 3. Do not place Gratings, Junction Boxes, ACCeSS Covers, or other appurten- antes on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2'_ 0"-- - SIDEWALK - SEE NOTE 5 I (TYP.) SEE CONTRACT PLANS - MIN. SEE CONTRACT 4- See Contract Plans for the curb design specified- See Standard Plan * Y 4' - 0" MIN. \ *� PLANS - a' - G" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYP:) N11" EXPANSION BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT (TYP.) - SEE TO CURB RAMP DEPTH I I 5. See Standard Plan F•30.10 for Cement Concrete Sidewalk Details. See 3I8" EXPANSION I _ -- CURB RAMP STANDARD PLAN F•30.10 I (TYP.) JOINT (TYP) - SEE I i -= ��_ _ `^ I , I �, Contract Plans for width and placement of sidewalk. STANDARD PLAN F-30.10 GRADE \ " ' BREAK TRANSITION TO SIDEWALK BUFFER. IF '� 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not Include the GRADE BREAK PRESENT, OR TO BACK OF CURB (TVP.) - adjacent Curb, Curb and Gutter. Depressed Curb and Gutter, Pedestrian SEE CONTRACT PLANS Curb, Or Sidewalks. _ :<:^EEEEiilEii Y-J - -' -t -- """" "�""•' � 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CURB. OR CURB -- _ __- -`` CEMENT CONCRETE otherwise in the Contract Plans When a In the 15-foot max. length. _ CURB, OR CURB j 4 )• applying g g AND GUTTER - _ --- - - PEDESTRIAN CURB - --- - AND GUTTER - the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a SEE NOTE 4 / SEE NOTE 4 l \\\\\\ DETECTABLE WARNING SURFACE - SEE NOTE 4 SEE STANDARD PLAN F-45.10 B I single constant slope from bottom of ramp f top of ramp to match into FADE Or CURB / `\_ DETECTABLE WARNING SURFACE - the landing Over a horizontal distance Of 15 feet. DO not IflChide the t;(,. ` SEE STANDARD PLAN F-46.10 FACE OF CURB -/ abutting landing in the 15-foot max. measurement. t MEASURED PARALLEL `.- DEPRESSED CURB AND GUTTER - r •'- DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard TO CURB (TYP.) f CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the oCurb Ramp and/or Landing will be at the same elevation as the Curb O CONTRACTION JOINT (TYP.) -SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain. FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE w PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC PLAN VIEW w TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND -� DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 `. = SLOPE IN EITHER DIRECTION 4' - 0" MIN. 15' - 0" MAX (TYP.) t GRADE BREAK * DE IG FLATTER RECOMMENDED FOR BEE CONTRACT PLANS SEE NOTE 7 !,: DESIGNIFORMWORK (2% MAX.) SLOPE TREATMENT- COUNTER SLOPE- ' r 5.0% MAX. * * DESI OR FLATTER RECOMMENDED FOR SEE STANDARD PLAN F-30.10 GRADE BREAK I; DESIGN/FORMWORK (8.3%MAX.) r TOP OF ROADWAY 9 5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (10% MAX.) LANDING % CURB RAMP ' �•,`u 'a I ? ,, 01 x'aSy E DEPRESSED CURB AND GUTTER - `' �:�3•f' SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE PEDESTRIAN CURB - U�, 9E ze-eo FO CEMENT CONCRETE PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 i PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 / / SEE NOTE 4 --'-- 10.'YAt, DETECTABLE WARNING SURFACE - 7rllrr, Sc"U SEE STANDARD PLAN F-45.10 tun a'_U UZ'_o;U1 PERPENDICULAR CURB RAMP 3" R. TYP. - •• �''I-� DEPRESSED CURB AND GUTTER - SEE NOTE 4 STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET CEMENT CONCRETE CURB___ APPROVED FOR PUBLICATION AND GUTTER - SEE NOTE 4 �- - _ _ (ir'- GirOl. r/C65 Jm 29301G z:zs rnl ISOMETRIC VIEW ISOMETRIC VIEW ,n rr css aucnsr° CURB RADIUS DETAIL O TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT 7 w°.nl°g °n Sm. D.p.&...I.f Tr...P.d. iu" AVALON PROJECT 14670 NE 8TH ST #200 BELLEVUE, WA 98007 TEL. 714-336-4714 EMAIL: glen@avalonproject. us Color Codes Thr. Ilfiffil-n will Fe- Ili,-nfift,-ri her W inLa11 fI'17rkS ar flop kYlmin twnt}f-f*ur in-Ch-es on vrth-er 5Hir of the Utilrty litter RED Electric YELLOW Gas, 01, Fuel ORANGE Cable, TV, Telephone BLUE Drinkilg VVat$r GREEN S$wBF 5' RAISED EDGE DETAJL 1•'� SIDEWALK LEVEL �J 1rr EXTEND SIDEWALK TRANSVERSE T' • 0' 1' - 0- 3M' (IN) PRE MOLD ED.0NIT FILLER IM- ON} R JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING 2.0% 1 IW(IN)R (TYP.} I T , FOR CURE DETAILS 1115 ••• r ; 1-s%� SEE STD PLAN 101 -(IN] R. , ► •'! .-Ny a• �. wr . r4 STING ROADWAY ' _ , � s�•F�; ' � 4 y +[r• - CRUSHED Rvcx Des - SEE RAISED EDGE LTYPoCAL UNDER 1' - V SIDEWALK DETAIL - THIS SHE CRUSHED SURFACING TOP COURSE fCSTC) SIDEWALK GMPACT TO 95: LtoDlnED PROCTOR ALL CUT SLOPES MIN. WITH RAISED EDGE ENGINEER) WAIVED 12• (IN) R. (TYP.1 tETI TTER &) TYPICAL . CSTC ALL CURS, GUTTER d 51DEZVALK, CSTC UNDER 1 2.p% 1 FOR Cif IRS DE -TN LS CURB d GUTTER TO BE F THICKNESS OR �•5% % SEE STO PLAN 101 MATCH ExISTING ROADWAY CRUSHED ROCK 1q pR - - _ / SPAS E, WHICHEVER IS GREATER (TYP FOR aµR 'tT��-� .. • _elY■ ALL CURB d GLRTERI FINISHED GRADE 1' [IN) BELOLY TOP OF! CONCRETE SURFACE 2'-0^ SIDEWALK ADJACENT TO CURB 1' (' 1' Cr MIN ROU DING U2" (IN) R. fTW.) FOR CURB DETAILS 1.5% SEE STD PLAN 101 BRIDGE OR PEDESTRIAN RAtLlNG FOR CURB DETAILS ADJACENT TO CURB !' BARRIER -SEE SIDEWALK SEE STD PLAN... (STE E P FILL SLOPES) CONTRACT PLANS /_-WALL OR BARRIER I I IN R. wep.) FLUSH f I SIDEWALK VERTICAL WALL - .w - .. •\�� :•rT•T �'..� �"E . . SEE DETA11 •f .� 38• (IN) PREMOLAED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL e' ON) PREMOLDEO JOINT ELLER FOR SIDE TREATMENT s1DEwALK BUFFER STRIP SIDEWALK ADJACENT 70 WALL DETAIL SIDEWALK {SEE NOTE le] SECTIONS 1 1W (IN) R. FOR1 5% SEE CURB DETAILS1.5%MIN. .. SEE STD PLAN 101 F-' BROOr ED FINISH OR MATICH E snNG r � 41 YAM SMOOTH TROWELEPERIMETER D FINISHED GRADE t• OM BELOW TOP OF CONCRETE r . `� SURFACE FOR PLANTING - FLUSH IF PAVED Q" 1Qr • 5' • ti OSAD GC CURSANU`rrEER SHOWN) ADJACENT TO BUFFER STRIP / © FOR CURB DETAILS SEE STD PLAN 101 11E'TO 114• NOTES 1. Four feet of the sidewalk width shotI I the minimum pedestrian IN CONTRACTION N JOINT ' Ty +rye• accessible mute LpAa; Tree of verllcal 'A'! :. and horizontal obstructions. Boxes, Gratings - FULL -DEPTH EXPAN SIGN JOINT IN BOTH - ; � ' •` Access Covers, Pull Boxes Boxes, CURB AND SIDEWALK (SEE STe PLAN 10Lt1 Cable Vaults. Pull Boxes and other � appurtenances whhln the sidewalk 31a C CONTRACTION JOINT must be nush with Surface, and match grade of the sidewalk. JOINT AND FINISH DETAIL ■ 2. Monolithic Cement Concrete Curb and Sidewalk Is not permitted in new For other referenced NOTES see construction. When replacementwork STD PLAN 104.2. ` necessitates a Monolith lc Cement AAEMgLDE Concrete Curb build per WSDOT JOINT FILLER Standard Plan F-30.1D-03. Payed surfaces must cc Triply with E FULL i]EPTH 3- Concrete to be 4.000 PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT PUBLIC WORKS CEMENT CONCRETE � PLAN 1O2 DEPARTMENT SIDEWALK ;^' NOTES: SM NME 2 /S"R X 5/B"O DUMMY JOINT BE NCR 1. Not Used n" a' - Er 2. All ramp and landing edges shall be separately formed. ' 3. Utilities structures that must remain are to be made L non -slip or non-skid. - 4. Utilities structures such as vaults and junction boxes shall not be located in the Pedestrian Access Route (PAR) of the Pedestrian Circulation Route. l MONMEM 5. Drainage appurtenances, such as manholes, catch 3/8• PREMOLDED JaNT FILLER (TYP) basins, etc. shall not be located in the PAR. These should L J GUTVM be located in the street or the buffer strip. � 6. Accessible pedestrian access shall be provided for during construction. PLA14 VIEW OF M41RLIMIII CURB FRAIA E A DRATiw L 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS 1/2"X4" EXPANSION MATERIAL CEM. CONC. CURB AND GUTTER " 1 /4"R AT JDINTS A In SCORE LINES TO BE RADIAL --A W TO CURB AND GUTTER W 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES 9 e "W"-WIDIM OF SIDEWALK ---- - - 1/2"X5" EXPANSION 1/4-/FT. SLOPE MATERIAL CURB RETURN ONLY 1 /2"R 1 /4"/FT, SLOPE 1/2"R 4" 1/2.R PAVEMENT AS PER PLANS 4" 1� PAVEMENT AS PER PLANS STANDARD CEM. STANDARD CEIA, CONC. PARKNIAY CURB AND GUTTER CONK- CURB AND GUTTER SECTION A -A SFCTION B-B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS GENERAL NOTES: JOINTS; DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 13' C/C NOR LESS THAN IV C/C. THEY SHALL NOT BE LESS THAN 3/16' IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE- 1/2" 7FMv JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENCINEER AND SHALL EXTEND 1' 8ELOW CONCRETE, WHERE THE SIDEWALK 15 TO BE PLACED AGAINST THE CURB AND GUTIER, THE JOINT SHALL BE A COLO JONT- 1/2-X 5" EXPANSION MATERIAL SHALL BE PLACEO FROM P.C.'S TO P.T; S AT ALL CURB RETURNS 1/2'X4' ExPANSIONN MATERIAL SHALL BE PLACED AT EVERY FOURTH SDEWALK PANEL. THHE CONCRETE Mix FOR SMEWALKS SHALL CONFCRU TO THE AfWREMENTS OF CLASS B (3/4") WTH AIR ENTRAINMENT. ME CONCRETE SHALL, HAVE A BROOM FINISH WTH ALL EDGES HAYING A 2 1/2" TOOLED FINISH. suSCRADE CgMPACADN SHALL BE SOX (MODLnED PRDCTr3R)- TYPICAL SIDEWALK q ADOPTED J s CITY OF RENTON +/ t STANDARD PLANS N O fST DATS:04/04 ..._� .,'...,."... .... ......... nw(- NAhAF• Fnn7 CI7 PArr. Fnn7 s 7 2 7- FRJVmANoORATe-NorW!UDEI3 1 /a` R. 1 • R. MATCH AY IN CURB AND GunmanriF71 TOP OF c • n 1' R. 1RECM , P93AD AIRY 'c r • n "'c >.• ti AddUWWNTSECnM-NUTlCUJDT:DD q � • e IN CIU RS ANO GUTTER BID OW ,' GTCN Lg8tN'• NIDirv4oLUDEID d.'•' INOJMAND OUTTMBIDITEN SECTION (D GENERAL NOTES: 1 ' 1. The Intent of this design Is to f eilRato the removal of a cab:h basin with rnln4 nal dsturbanoe of the airy. 2. The expansion joints of the T adjavellt eldawalk sllall i rj :: �. .I _ be ed]Itstad tobe In r I; Z [Ine with Mew curb r -- - J a' R-413 0 0 2 expansion jointsr ...r . • I � , a IN COMPLIANCE WITH CITY OF RENTON STANDARDS ` ISO!AE41C MEIN f .:. DEVELOPMENT ENGINEERING M. FLAN - 1MA Nathan Janders 09/16/2020 CEMENT CONCRETE CURB PUBLIC 'WORKS INSTALLATION AT PRO D: DEPARTMENT CATCH BASINS - BA SURVEYED: VERTICAL: NAVD H0RIz09BM_: NAD 1983/1991 OF AVLCITY DATE: 1/31/2020 DESIGNED: _ � 3302 BURNETTOAVE NO , WA 98056 FRENTON IELDBOOK: DRAWN: RENTON PAGE: ONE DRAWING N0: INCH' CHECKED: 161-6E - - Rcnning/Building/Pubk Works CO2 E Dept. 2 No. REVISION BY DATE APPR APPROVED: ACCORDINGLY ^`". TYPICAL STANDARD DETAILS SHEET: OR LJ 5 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-8436-A317AA638878 ID:6E EC F5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-8436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 n 1• H- z LU 2 Lu O IY a w a I_ z O IY LL nip", 30• yA �O• 5 s• 1 % 2, 4 6", 12". OR 24" ONE #3 BAR HOOP FOR 6' HEIGHT INCREMENT (SPACED EQUALLYy, SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION ��NO a lti k3 BAR EACH CORNER PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE 12, ALL METAL PIPE 15" CPSSP', STD, SPEC, M5.20 12' SOLID WALL PVC, STD. SPEC. "5.12(1) 15" PROFILE WALL PVC, ETD. 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 1 H: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 REMAIN VISIBLE UPON COMPLETION. U N LESS OTH E RW I SE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 200"00 V*R APPR ED: DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 i Puhlir work.nim n.tra!or DATE #3 BAR EACH SIDE 7r s 03 BAR EACH WAY PRECAST BASE SECTION M3 BAR HOOP #3 BAR EACH CORNER 18' MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CURB OR CURB AND GUTTER MATCH TOP OF HOOD TO TOP OF CURB [TYP.} HOOD -� ISOMETRIC VIEW CATCH BASIN CL GRATE C{ 3" ..7" SEE DETAIL BELOW l 34° (WIDE SIDE) l CATCH BASIN TYPE 1 - 40" (WIDE SIDE) CATCH BASIN TYPE 1L SEE NOTE 1 SECTION A HOOD V2" M SEE NOTE AVALON PROJECT 29' MIN. 1'MIN, (TYP) 20 114" 1 112" MIN. 00 NOT INSTALL SAFETY BAR 1 DEBRIS GUARD (TYP,) a 20' x 24' VANED GRATE SEE NOTE 4 (TYP.) FRAME SEE NOTE 2 24114" 29" (TYP.) MIN - HOLE OR SLOT FOR ATTACHING HOOD ° yy MOTES: 1. THE INLET REQUIRES THE PRECAST CATCH BASIN TO BE ROTATED 90 DEGREES SO THAT THE NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO CENTERLINE OF THE PRECAST CATCH BASIN. PLEASE NOTE THAT THE CENTERLINE OF THE GRATE IS NOT THE CENTERLINE OF THE PRECAST CATCH BASIN. 2- THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT MANUFACTURERS- HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME. THE HOOD MAY INCLUDE CASTING LUGS- THE TOP OF THE HOOD MAY BE CAST W ITH A PATTERN- SAFETY BARS ARE NOT ALLOWED ON THE HOOD- 3. ATTACH THE HOOD TO THE FRAME WITH TWO 314' • 2" HEX HEAD BOLTS, NUTS. AND OVERSIZE WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING ACROSS THE SLOTS. 4- FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE SLOTS- TAP EACH HOLE TO ACCEPT A 518" + - 11 NC • 2" ALLEN HEAD CAP SCREW. LOCATION OF BOLT -DOWN HOLES VARIES AMONG DIFFERENT MANUFACTURERS. SEE BOLT- DOWN DETAIL- S- ONLY DUCTILE IRON VANED GRATES SHALL BE USED- SEE STANDARD PLANS 20420 AND 204-30. 6. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED PRODUCT- IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING- FRAME :45 AI DETAIL SECTION A U N LESS OTH E RW I SE NOTED, DRAWING IS NOT TO SCALE (NT5) STD. PLAN - 203.00 OPEN CURB FACE FRAME AND GRATE PR INSTALLATION GAZ 9/28/2018 1 :45 Pgtihc wr*. Adm.K.,r,lo, DATE 14670 NE 8TH ST #200 BELLEVUE, WA 98007 TEL. 714-336-4714 EMAIL: glen@avalonproject. us SEE NOTE 4 CLEAN SURFACE AND CTAREA- PRDVIDE UNIFORM CONTACT. THE SURFACE II\EII/-- AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE �J ADJUSTMENT SECTION ADJUSTMENT SECTION I � I I � I � BASE SECTION 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 WSDOTIAPWA 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 BE 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 ORY2 BOND. 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR- 6, MORTAR SHALL MEET THE REQUIREMENTS OF WSDOTIAPWA STANDARD SPECIFICATION 9.04-3. 7, PICK I 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 - UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 202.00 � PUBLIC WORKS PRO DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 1 DATE ublii Work, /Wm�n�a,.e,er DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638B78 21' n 2 V2" DIA. HOLE 20"14 A p4 4 4 4 1 TOP m ISOMETRIC IS m- '/0:0- 0-:wmalwo I 112" BOLT -DOWN SLOT, I " SEE DETAIL AND I NOTE 1 1 1w TI I I BOLT -DOWN SLOT DETAIL SEE NOTE 1 SECTION B R26", SEE NOTE 2 W112" NOTES• ' 1, BOLT -DOWN CAPABILITY IS REOUIRED 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 4" HEAD CAP SCREW BY BEING TAPPED, OR OTHER HOLEAPPROVED MECHANISM. LOCATION OF BOLT-pOWN HOLES VARIES BY MANUFACTURER. HANDLE 2- ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN SECTION C LIEU OF THE RIB DESIGN. 3- REFER TO STANDARD SPECIFICATION M5-15(2) FOR ADDITIONAL REQUIREMENTS. 4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204-00- UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INTS} STD. PLAN - 204.10 � PUBLIC WORKS ° & DEPARTMENT RECTANGULAR SOLID METAL COVER GAZ 9/2812018 I c�wK wo.xs+wm�s,ram, DATE NO. REVISION :45 AN 25 114" 29 114" RECESSEO ALLEN HEAD CAP SCREW 5W-11 NCx2" GRAM BOLT -DOWN HOLE (TYP.) - 518, 11 NC. SEE DETAIL AND NOTE 2 FRAME SECTION BOLT -DOWN DETAIL SEE NOTE 2 TOP 24 114" I r f 1 ' SECTION A SEE DETAIL ISOMETRIC VIEW I % 716" I �I 1I8" / 1 �+ 314" ' 1114" , NOTES: I 1, THIS FRAME IS DESIGNED TO ACCOMMODATE 20" x 24' GRATES OR COVERS. 4 1/2' SEE STANDARD PLANS 204.10. 204.20. 204,30. AND 204.40, 4 1 5I81 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND ' l COVERS, UNLESS OTHERWISE SPECIFIED- PROVIDE TWO HOLES IN THE 1 518" FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. 3I4" THE FRAME SHALL ACCEPT THE 518"-11 NC x 2" ALLEN HEAP CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2 112' % 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL \ DETAIL / REQUIREMENTS. U N LE 55 OTH E RW I SE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.00 �o PUBLIC WORKS ° �R1J DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 1 P.bh, workr DATE TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEDDING AND T BACKFILL, SEE NOTE 4 } O.D. FOUNDATION LEVEL 8' FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEDDING AND SPAN � B BACKFILL, SEE NOTE 4 J RISE FOUNDATION LEVEL FOUNDATION MATERIAL. 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 ❑IAMETER OF A PIPE OR THE OUTSIDE SPAN OF PIPE -ARCH. 3. SEE STANDARD WSDOTIAPWA 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 WSDOTIAPWA SPECIFICATIONS SECTION 9-03.17- GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT M3-12(3)) OR MAINTENANCE ROCK (WSDOT 9-03-9(4)) MINIMUM ALLOWED IN ZONE 1 PIPE TYPE COVER (FT) PUBLIC? PRIVATE? OF THE APA7 Ep CO 20 YES YES YES STEEELELPIPE IP SPIRAL RIB STEEL 2.0 YES YES YES PIPE PLAIN CONCRETE PIPE{PCPy 10 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' 12' 30" TO 96" DIAMETER 13 102" TO 180` 48' PIPE -ARCH SPAN MINIMUM DISTANCE BETWEEN BARRELS 18` TO 36- 12" 43' TO 142' SPAN 13 148" TO 199" 48" UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INTS} STD. PLAN - 220.00 PUBLIC WORKS PIPE ZONE BEDDING AND APPR EF URDEPARTMENT COMPACTION -RIGID PIPE GAZ 9/28/2018 I a�wK wwxs wm��s,ram. DATE SURVEYED: DESIGNED: DRAWN: C HEC RED: B Y DATE AP P R APPROVED VERTICAL: NAVD HOR170198a: NAD 1983/1991 - ONE INCH' 416 IF �AL6NE ACCORDINGLY`.,��,i :45 :45 AN I I I OLT-DOWN SLOT, 112" EE DETAIL AND OTE 1 1 114" I I �I I I BOLT -DOWN SLOT DETAIL SEE NOTE 1 318" RECESSED LETTERING ISOMETRIC 1" I S" 5" 5" 20" 1 5" 24" i 7 OR 8 EQUAL SPACES 5" DIRECTION OF FLOW I 3" 1 "'MAX. SECTION A 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 518"A 1 INC 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] PUBLIC WORKS STD. PLAN - 204.20 VRJ PRO DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 I P.bh, work.0.n m`n tra!or DATE CITY OF RENTON Plcnning/B uilding/Public Works Dept. 1:oIor Udes 7 hr. I Itiffik n will hr dt ntiFir.,ti by Ip,`]IrIL�a fliOfkE -af f10gn VAhln df the Utility 1166. RED EIp YELLOW Gas, 01, Fue ORANGE Cable, IV, Telephone BLUE prnking Mter GREEN 5eri+er :45 AN R-413003 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ENathan PMENT ENGINEERING anders09/16/2020 AVALON PROJECT INC 3302 BURNETT AVE N, RENTON, WA 98056 TYPICAL STANDARD DETAILS DATE: 1/31/2020 FIELDBOOK: PAGE: DRAWING N0: CO3 SHEET: 3 OF* 5 DocuSign Envelope ID: 7CDD88BC--C843-439E-9366-C6DBBOF8BBB7 U Z \W W � z Ld_ D m z Z W W O IL IL W z z 0 x W 13"x24" PLASTIC METER BOX EQUAL TO M[D-STATES PLASTIC, INC. BCF SERIES MSBCF 1324-15 WITH 1.75" THICK DUCTILE CITY PRIVATE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, - - - INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE PIPING PIPING FOR TOUCHREAD PIT LID (SEE DETAIL A -A) IIN UNIMPROVED RIGHT OF I WAY INSTALL METER BOX AT ' PROPERTY LINE WITH 12" 1 L' LONG COPPER TAILPIECE. W MIN SIDEWALK 12" a a I FINISH GRADE 1 I�imw ¢ r TOUCHREAD WATER METER TO BE O 36" MIN COVER a SUPPLIED BY THE 12 z x � CITY J TYPE "K" SOFT COPPER TUBING NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8%3/4" METER: FORD SERVICE LINE TO METER. V81172-15W-44-33G, OR McDONALD BRASS: 21-215WC4433, OR MUELLER: 3/4--8-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC)_ QUICK JOINT McDONALD BRASS: 21-415WC0044, OR MUELLER: 1-B-2470-2 (3/4" FB1000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" 761000-4-0) OR AY MCDONALD 4701B 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 )KILL 2 UTA. HULL VOK AMK (AU IUMA IIL: 1ETER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID 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 SIDE OF MORE THAN ONE RIB. r E ; 34" AND 1" WATER SERVICE STD, PLAN - 320.1 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 314' D1A. BAR FRAME AOL R SPACING RACK INTO BEVELED PIPE END GROUND SURFACE INSERT ALUMINUM TRASH RACK INTO BEVELED PIPE END 6" CLEAR FROM DEBRIS BARRIER TO FINISHED GRADE ----- ------ -- I I I FLOW 4" CLEAR SPACING 45' �t I SECTION A GROUND SURFACE 3" MIN. 6" CLEAR FROM DEBRIS BARRIER TO FINISHED GRADE TO FITTE INNER DIAMETER OF PIPE ROLLED SMOOTH \� 4" CLEAR SPACING 114"x2" F. 3. ANCHOR STRAPS. FASTEN WrfH 16 GA- ALUMINUM PLATE 112" GALVANIZED OR NON -CORROSIVE BOLTS AND NUTS (TYP-, 4 PLACES) NOTES: 1- METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5, 2. CONTRACTOR TO VERIFY DIMENSIONS. UNLESS OTH ERW ISE NOTED, DRAWING IS NOT TO SCALE (NT5) STD. PLAN - 223.00 PUBLIC WORKS PROVED: DEPARTMENT DEBRIS BARRIER GAZ 9/28/2018 G DATE INSIDE HOUSE PREFERRED CONFIGURATION 5 2 10 8 10 4 2 FLOW W # ITEM AMT 1 90' GALVANIZED STEEL ELBOW 4 EA. 2 3/4" PACKING JOINT COUPLING W/MALE IRON PIPE 2 EA. THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR EQUIVALENT FOR GALVANIZED PIPE SERVICE: FORD C85- 33 OR EQUIVALENT 3 PRESSURE REDUCING VALVE W/STRAINER - 3/4" 1 EA - WITH UNION COUPLINGS AT INLET AND OUTLET, WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS AND STRAINER) 4 3/4" CLOSE UNION - BRASS (M X F) 1 EA. 5 3/4" BRASS VALVE VARIABLE 6 12" STANDARD METER BOX W/SOLID COVER 1 EA - CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO FOG TITE METER SEAL CO. +2 PLASTIC. 13 X 24 j INSIDE DIMENSIONS, EQUAL TO BROOKS METER BOX 7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS VARIABLE REQUIRED 8 3/4" X 1/4" X 3/4" STD. BRASS TEE 1 EA. 9 1 /4" PETCOCK (M X F) 1 EA- 10 3/4" BRASS NIPPLE I VARIABLE ADJACENT TO WATER METER PROPERTY LINE SAWDUST 5 6 9 5 FILL 7 24" MIN 7 7 6, ` FROM 6• P A NAYP)V L WATERcc T METER 1 10 3 10 8 10 4 FLOW 2 EWNQT1O.N THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH IN ACCORDANCE TO THE UNIFORM PLUMBING CODE. INSTALLATION THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE METER BOX- RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING PERMIT IS REQUIRED PRIOR TO INSTALLATION f 34" & 1" INDIVIDUAL PRESSURE REDUCING STD. PLAN - 340.5 VALVE ASSEMBLY DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-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. ]F ADDITIONAL NOTES ARE NEEDEO FOR SPEC] FIC 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 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 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, ACOPY 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 APPLICANT'S 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 7O THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY N071FY 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 SUBGRAOE SHALL BE COMPACTED TO 95%MAXIM UM DRY DENSITY PER SECTION 2-93.3(14P - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACIFILL 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 WHERC 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 Pi PE 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, 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 CURBIGUTTER LINE. • ROUND. SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR 1N 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 MANHOLESICATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING- ALL MANHOLEICATCH 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 NOT TO SCALE (NIS) A00STD. PLAN - 267.00 IEI•" PUBLIC WORKS SURFACE WATER STANDARD PLAN Pf'R D: 'R NOTES [1 OF 2} DEPARTMENT GAZ 9/281201$ hhlK wo.x. namm.o-=w, DAT F NO. REVISION W (SEE NOTE 7) LIMITS OF PIPE ZONE / I .- 0- BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL 6 NOTES: 1, PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2---09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 PUBLIC WORKS PIPE BEDDING PPR D: DEPARTMENT FOR SANITARY SEWERS GAZ 911/z0 g v"ucxwMsumnnve,n DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638876 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 NEEDEO 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 - 81NCH ROCK 140 - 70% PASSING; . 2 - 4 INCH ROCK 130 - 40•% PASSING: AND LESS THAN 2 INCH ROCK 110 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NDT BE INTERCONNECTEO 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 9E 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 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 ANDIOR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS 7O 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 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, 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 TRAFF IC 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 BASINIMANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, 1NTERSECTIONS 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 4-2.1A2 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 RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781, UN LESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NT5) STD. PLAN - 267.10 1DR) PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR D: DEPARTMENT NOTES �2 OF 2} GAZ g/z$�2a18 Nbhc DATE SURVEYED: DESIGNED: DRAWN: C HEC KED: B Y DATE AP P R APPROVED ccuSion EnVelooe ID: 7CDD88BC-C843-439E-9366-C6DBBOF8BBB7 :12 PN :45 Al' - -- EX- SEWER MAIN l PROPERTY LINE I i I `r SPOOL f {LENGTH AS NEEDED) I I j • 3'-0" MIN. ---I I 1 1 0 I 6" SEWER STUB M FUTURE 4" SIDE SEWER 2% 4" STUD MARKING POST PAINTED I I 6 CAP WHITE VATH THE WORD "SEWER" STENCILED SEWER MAIN TEE X fi" TEE I I I I I IN 3" HIGH BLACK LETTERS AND #6 WIRE SIDEWALK i ' z WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. `COUPLING (TYP,) ray 6"x6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER 0 (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR P APPROVED EQUAL, SPECIFY "SEWER" ON LID), CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD. CONCRETE PAO TO BE 8' IN DEPTH. � - --i L___J BEND AS REQUIRED ArEXISTING SANITARY SEWER MAIN FUTURE 4" SIDE SEWER j `6" SEWER STUB %- 6"Xfi"xV WYE 1L FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A. VITRIFIED CLAY 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 -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC do C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC.); CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F. HDPE - CORE -DRILLED WITH A ROMAC SADDLE. "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER. G. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. �S 3000 PSI MIX �! k� _ N{ 'N CONCRETE BLOCKING f 2y - 0 1 � �L� � _ G 2X Iv�IN SLOPE HORIZONTAL fi" TEE 6" MEN. SEWER SEWER MAIN MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN BETWEEN 25' AND 45' 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 ELEVATION, WHICHEVER IS LOWER. SIDE SEWER STUB STD. PLAN -406.1 PUBLIC WORKS IMPR D. 1,R)DEPARTMENT INSTALLATION GAZ 9/11/2019 I (SEWER MAIN TO PROPERTY LINE) NMI,, wprkc AA-t,A- DATE VERTICAL: NAVD "ORIZ°�1NAD CITY O F 1983/1991 RENTON ONE INCH' E �6� 6NE Planning/B uilding/Pubk Works k�k\ Dept. ACCORDINGLY Color Cocies 7 h r. I Itikir. N will be- dentiFi,-,ti by 1poil LBO Imrks 0r f67gn WiLmin (g41 f 117 �14 9I1I��lf 41�4 df the Utility 1166. RED EIp YELLOW -Gas, 01, Fue ORANGE fable TV Telephone BLUE ❑diking Mter GREEN Lm 5eyn+er :12 R-413002 W-413004 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 09/16/2020 AVALON PROJECT INC 3302 BURNETT AVE IN, RENTON, WA 98056 TYPICAL STANDARD DETAILS DATE. 1/31/2020 FIELDBOOK: PAGE: DRAWING N0: C04 SHEET: 4 OF: 5 O M O U Z W F_ W Z ry M) W I_ z w 2 LU 0 0_ LU (D Q z 0 LL AVALON PROJECT I � I I I M CATCH BASIN FILTER -- PER STD PLAN 216.3 I / I I I II Lu II Q II I- w I� z ty i I � � m i I I i � I I I I A CHED AREA REPRESENTSLIMIT OF DISTURBANCE FO FRONTAGE U/ IM� ROVEM NT I � I I I I I /I I IA � I I 14670 NE 8TH ST #200 BELLEVUE, WA 98007 TEL. 714-336-4714 EMAIL: glen@avalonproject.us Color Codes Thr. Iifilifill-n will Fe- Ili,-nfifi,A her winL&I M f R 0 or R09B Wilmin I."17iv- f9wF 111v1191 911 of tho utilRyr BITES. RED EM EWcbk YELLOW I Gas, Oi, Fuel ORANGE male, TV. Telephone BLUE prin king filar GREEN SeWMF -� / \ 1-------------- - - - - - - - -V� N 33RD PL CATCH BASIN - - - - - � FILTER -- PER STD PLAN 216.3 / II NO. REVISION V / EXISTING WOOD / FENCE TO REMAIN DURING CONSTRUCTION SURVEYED: DESIGNED: DRAWN: C HEC RED: B Y DATE AP P R APPRovED: Docu$ign Envelope 10: 6EECF5B6.602A-4E4A-84W-A317AA638679 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS LISTING OF GENERAL NOTES THAT SHALL BE INCDRPORATEO IN THE EROSION AND SEDIMENT CONTROL (ESCI PLAN SET ALL THE NOTES ON THE U$T MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERREO TO AS APPLICANT, MAY $TRIKF OUT IRRELEVANT NOTE$ 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. I- 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 IECOLOGY) CONSTRUCTION STORMWATER GENERAL SHERMTT, IF IT I$ REQUIRED FGR Me PROJECT. THE APPLICANY 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. N- THE BOUNDARIES OF THE CLEARING LIMITS, SENSMV E 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 MMLIAL (RENTON SWFMA) PRIOR TO THE START OF CONSTRUCTION. DUFFING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLLCANDESC 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, $LICH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUITED 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 DURRNG WET WEATHER. AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. S. WASHOUT FROM CONCRETE TRUCES $HALL BE PERFORMED OFF$ITE OR IN DESIGNATED CONCRETE WASHOUT' AREAS ONLY. DO NOT WASH CUT CONCRETE TRUCKS ONTO THE GROUND. OR TO STORM DRAINS OR OPEN DITCHES- ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRE: t WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARNG ANWOR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER. DRAINAGE SYSTEMS AND ADJACENT PROPERTIES- ALL ESC RP$ SHALL BE MAINTAINED IN A SATISFACTORY GONORTON UNTIL SUCH TIME THAT CLEARING ANNOR 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 B. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. B. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNExPECTE0 OR SEASONAL CONDITIONS DICTATE, THE APPLICANT $HALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS- OVER AND ABOVE MINIMUM REOUIREMIENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10- APPROVAL OF TH1$ PLAN IS FOR ESC ONLY. IT DOE$NOT CONSTITUTE AN APPROVAL OF $TOAM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTOR$. 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. $2- ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS WRING THE WET SEASON (OCTOBER 1ST THROUGH APRIL WTH)OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER NTH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED E$C COVER METHOD$ {E.G.. 5EeDNG. MIRCHING. PLASTIC COVERING. ETC.] IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWOM. 13- WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION STIES BETWEEN OCTOBER 1ST AND APRIL SBTH, UNLESS OTHERWISE APPROVED BY THE CITY 1N- ANY AREA NEEDING ADDITIONAL ESC MEA5URE5. NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 16, THE ESC BMPS ON INACTNE SITE$ $HALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLCWINGA STORM EVENT INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 1S. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 210.30 SHALL BE PROVIDED FOR ALL STORM GRAN INLETS DOWNSLOPE AND WITHIN WO FEET OF DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS $HAIL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNGTIONING CONDITION. 17- AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 25OF THE CAPACITY OF THE CATCH TSASIN SUMP- ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING- THE CLEANING OPERATION SHALL NOT FL" SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. HL ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY, IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE. THE TEMPORARY FACILFTY SHALL EE ROUGH GRADED SO THAT THE BOTTOM AND BIDES ARE AT FEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19- AREAS DESIGNATED ON THE PLANIS) CONTAINING EXISTING STORMWATER FACIuTES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SMALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON IOCTOSER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY YVHICH ONES SMALL BE SODDED OR SEEDED IN PREPARATION POP THE WINTER RAINS. DI$TUREEO AREAS $HALL BE SODDED OR$EEDED 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 FINALCONSTRUCTION ACCEPTANCE THE PROJECT SITE SHALL BE STABIL12EDTO PREVENT SEDIMENT -LADEN WATER FROM LEAVINOTHE 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 MINIMUM. DISTURBED AREAS$HALL SESODDED OR SEEDEDAND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVLLOPSHORTLY AFTER FINAL APPROVAL MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER AST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT$ -OF -WAY SHAL4 Be CON$TRUCTEO IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE Dcu$ign Envelope 10: 6EECF5B"1)2A-4E4A-B4M-A317AA638679 STD. PLAN - 268.0D PUBLIC WORKS EROSION AND SEDIMENT CONTROL PR a DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2018 1 :45 AA M-w-.A-.. DATE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS- USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS I Tx2' 14 GAUGE WIRE, OR EQUIVALENT- IF STANDARD STRENGTH FAARIC USED FILTER FABRIC 6 MAX. I I I 2 h11N J POST SPACING MAYBE INCREASED I I N,pl- MIN. TRENCH TO B' IT WIRE BACKING IS USED I I 8ACKFILL TRENCH WITH NRiryE SOIL OR SrN-TO 1.1*7 WA$HEO GRAVEL Lj 2kN' WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 11. SILT FENCE MAY BE USED DOW14SLOFIE OF ALL DISTURBED AREAS. 1.2. SLT FENCE IS NOT INTEN OFF TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW- ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A, SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2 v THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURERS FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE AOS{ASTM Du751) 30400 SIEVE SIZE {D.SP-0.l5mm] FOR SILT RU1 50.10e SEVE SIZE AN-0.45rTKe1) FOR OTHER FABRICS WATER PERMITTIVITY OSTM ON491) 1102 SEC' MINIMUM MAE TENSILE STKENCTHI IASTM 134G32) 1B0 LBS- MIN. FOR EXTRA STRENGTH FABRIC 1DO LIES MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION IA$TM DIS$2] 30%MAX. (WOVEN) ULTRAVIOLET RE$LWANKCE (ASTIR EMM6 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 WARRANT$A STRONGER FENCE- 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H: TV 24. IF TYPICAL SILT PENCE IS USED. THE STANDARD N-XC TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM S INCHES OF Hie 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 al. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. NV 92. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO ASEDIME SEDIMENT TRAP OR POND- 33. IT 15 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 15 B INCHES HIGH. 3.S. IF THE FILTER FABRIC IGEOTEX ILE) HITS OETERIORATED WE TO ULTRAVIOLET BREAKDOWN, ITSHALL Be REPLACED. NO SS OTHFR W ISF NOTED, DRA W i NG IS NDT TO SLATE I IN TSI STD. PLAN - 214.OD PUBLIC WORKS SILT FENCE PR 9/28/2ff18 I DEPARTMENT GAZ DATE EROSION CONTROL METHODS SHOWN ARE A MINIMUM, ADDITIONAL MEASURES MAY BE REQUIRED AS NEEDED FOR COMPLIANCE WITH APPENDIX D OF THE RSWDM. SCALE: VERTICAL: NAVD "QUIZ°� LAD CITY O F 1983/1991 ONE INCH RENTON AT FULL kSCALEIFNOT ONE � Plcnning/B uilding/Public Works INCH SCALE Dept. ACCORDINGLY 5' MAX. DRAINNGE GRATE TRIM GRATEjFRAME7 OVERFLGWBYPA$$ BELOW INLET GRATE DEVICE SEDIMENT AND DEBR RLTEREC WATER SECTION VIEW DRAINAGE GRATE IRECTANGULAR GRATE SH10WN0 RETRIEVAL SYSTEM (TYP-) OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1- PROTECTION $HALL BE PROVIDED FOR ALL STORM DRAB INLET$ pOWTNSLOPE AND WITHIN SDD FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO 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 C SIZE THE BELOW INLET GRATE DEVICE IBIGOI FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 6. THE BIGO$HALL HAVE EUILT4N HIGH.FLOW RELIEF $Y$TEM {OVERFLOW BYPASS). S. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE &CID WITHOUT SPILLING THE COLLECTED MATERIAL. T. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION "1.3(15). B. ANY SEDIMENT UN 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 9THFRWiSE NOTED. DRAWING 15 NOT TO SCALE IWSI STD. PLAN - 216.30 PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/2812018 l DATE P7,1111-ROB R•YB MW. INSTALL DiiIVEWAY� 1� IF THERE IS A ROADSIDE DITCH PRESENT, ASPER CITY ROAD STANDARDS 1 GEDTEXTILE 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHTAF•WAWAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY- 2. IT IS RECOMMENDED THAT THE , ENTRANCE BE CROWNED $0 THAT RUNOFF DRAINS OFF THE PAD 100 MIN. 1S MIN. PROVIDE FULL WIDTH OF INGRES5IEGRESS AREA 12'MI1N. THICKNESS X, NOTES' 1. CONDITION OF UBE 1,1- CONSTRUCTION ENTRANCE $11AL4 BE STABNLZeP WHEREVER TRAFFIC WILL SE LSAVINO A OON$TRUCTiom $TE AND TRAVELING ON PAVED RDAM OR OTHER PAVED AREAS WITHIN 1.WO FEET OF THE SITE. 1]. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTRWIDTH TO PROVIDE VEHICLE ACCESSPA,RKING. BASED ON LOT SIZ&CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTRE 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 fASTM 04632) NO LBS. MIN GRAB TENSILE ELONGATION IASTM D46321 31%MAX. MOVENI CaR PUNCTURE STRENGTH IASTM 06241) 40 LBS. MIN AOS IASTAI D47511 2D45 LU.5. STANDARD SIEVE SIZE) 22. 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 HOO FUEL IS NOT RECOMMENOED FOR ENTRANCE STABILIZATION IN URBAN AREAS- THE INSPECTOR MAY AT ANY TIME REOUIRE THE USE OF OuMRRYS'PAu,S IF THE NW FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACA£O ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2A. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.6. WHENEVER PO$$IBLe. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED $4EGRAPF. THIS CAN SLBSTANTIJH.Y 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 $2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEIND TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO BEEP 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 DOME ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. SB. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL Be REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING $HALL Be REMOVE() OR STABILIZED ON STE. THE PAVEMENT $HALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS 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 ITCAN BE CONTROLLED AND OFSCHARGED 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 EXTING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENJRANCEISL FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC, uNLE 5S OTHER W iSF NOTED, DRA W i NG IS NOT TO SCALE I N NI STD. PLAN - 215.1D • PUBLIC WORKS PR° ED ^+I\ DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 DATE :45 M :45 AT R-413005 IN COMPLIANCE WITH CITY OF RENTON STANDARDS -- DEVELOPMENT ENGINEERING AIII IL Nathan Janders 09/16/2020 %J] CURRENT PLANNING Angelea Weihs 07/23/2019 191 BURNETT AVE INC 3302 BURNETT AVE N, RENTON, WA 98056 FRONTAGE IMPROVEMENT TESC / EROSION CONTROL DATE: 1 /31 /2020 FIELDBOOK: PAGE: DRAWING No: C05 5 SHEET: OF: 5 L C L L ❑ripllne I I 1 x` 1 � Critical y Root Zo RWfS r One sign per 50 feet (minimum of 7 signs) ' 14 Ft. Y-4--D o W Q W Z m TREE PROTECTION FENCE DETAIL. M I I I I I I I 6 Ft. Temporary Chain Link Fence • • 1 PROTECTED TREES TREE REPLACEMENT/STREET TREE PLAN NOTES 1. 6—FOOT HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE ❑RIPLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. FOR ROOTS OVER 1—INCH IN DIAMETER THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE. 3, WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY, NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. N 33RD PL 1 O' ON SITE PLANTING AREA AND PLANTING STRIP PLAN 1 I NEW S' CONC SyDEWALK VERIFY I 76 ITH CIVIL -DRAWINGS � 110' REQUIRED STREET FRONTAGE I I ILANDSiAPE AREA I t RE UIRED RIGHT OF WAY I I LAIDSCAPE AREA I I SIGNIFICANT TREES, TO BE I I REMOVED I LOT 2 w 1 � 1 I i 1 "=10'-0" 0 5 10 20 Print Form Reset Form Save Form DEPARTMENT OF COMMUNITY C.TYoF PER MINIMUM TREE LOT DENSITY CALCULATIONS Renton AND ECONOMIC DEVELOPMENT LOT ONE REQUIRES 2.24 TREES ON THE LOT, 4 PROVIDED LOT TWO REQUIRES 1.84 TREES ON THE LOT, 2 PROVIDED. 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 3 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangeroUS 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 lure 2 from line 1: 3 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 proposings to retain: 0 trees 6. Subtract fine 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) 1 trees 7. Multiply line 6 by 12" for number of required replacement inches: 12 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" calipertrees required) 2 inches per tree 9. Divide line 7 by fine 8 for number of replacement treesb: (If remainder is .5 orgreater, round up to the next whole number) 6 trees 1 Measured at 4.5' above grade. 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. L Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC4-3-1750. 4Count onlythose treesto beretainedoutside of critical areas and buffers. sThe City may require modification ofthe tree retention plan to ensure retention ofthe maximum number of trees per RMC 4-4-130H7a. n When the required numberof protectec trees cannot be retained, replacement trees, with at least a two-inch (2") caliper oran evergreen at least r sixfeet (C) tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 r� H:4CEDNData\Forms-Templates\Self-Help Han doutsjPlanning\Tree Retention Worksheet.docx 08/2015 NOTE: A MINIMUM OF 30 PERCENT TREE RETENTION IS REQUIRED. TREE PROTECTION REQUIRED PER RMC 4-4-130 Q 0 TREE PLANT SCHEDULE QUANT. BOTANICAL NAME COMMON NAME SIZE 'Princess Diana' 6 Amelanchier arandiflora 2" CAL STREETTREE FORM, MINIMUM BRANCH HT. 6' 3 PYRUS CHANTICLEER CHANTICLEAR FLOWERING PEAR 2" CAL STREET TREE FORM, MINIMUM BRANCH HT. 5' 2 THUJA PLICATA EXCELSA EXCELSA WESTERN RED CEDAR 6-T 2" CALIPER MINIMUM, UPSIZE IN HEIGHT IF NECESSARY * REPLACEMENT TREE SHRUB and CR❑UNDC❑VER PLANT SCHEDULE QUANT. BOTANICAL NAME COMMON NAME SIZE SPACING/HT. 8 ARBUTUS UNEDO COMPACTA COMPACT STRAWBERRY BUSH 2 GAL 300 ARCTOSTAPHYLLOS UVA URSI KINNIKINNICK MASSACHUSETTS 1 GAL 301, O.C. 16 CORNUS STOLONIFERA MIDWINTER FIRE MIDWINTER FIRE REDTWIG DOGWOOD 2 GAL 41 MAHON IA AQUAFOLIUM COMPACTA COMPACTA OREGON GRAPE 2 GAL 11 MISCANTHUS YAKU JIMA YAKU JIMA SEMI DWARF MAIDEN GRASS 2 GAL 11 PENNISETUM HAMELN DWARF FOUNTAIN GRASS 2 GAL 30 PINUS MUGO PUMILIO DWARF MU GO PINE 2 GAL 15 POTENTILLA'MANGO TANGO' MANGO TANGO POTENTILLA 2 GAL 10 PRUNUS MT. VERNON MT. VERNON LAUREL 1 GAL 19 PRUNUS L.'OTTO LUYKEN' OTTO LUYKEN LAUREL 2 GAL 4 VIBURNUM P.T. SUMMER SNOWFLAKE SUMMER SNOWFLAKE VIBURNUM 2 GAL PROVIDE QUANTITIES AS SHOWN ON PLAN OR AS LISTED IN SCHEDULE WHICHEVER IS GREATER GROUNDCOVERS TO BE PLANTED A MINIMUM OF 16" 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 IA URRENT PLANNING ngelea Weihs 07/23/2019 J m co 0 ¢ w 0 0 LU CA 0 cv 0 z r-I d9a I GHA Laridscape Architects 14-17 NE 80th 5t, SEATTLE, WA 98115 TELE 2D6.522.2334 FAX 206.526.5667 [C] GHA Landscape Archltects 2016 W � 0 J b � � Q W WzW<> W o LLJ W <0� WCLLLZ J = W oo = w Ctil Q W W ZD W (Y) CLIENT STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT N IL aUCHANAN CERTIFICATE No. 513 PROJECT NO. DRAWING L1.01 SHEET 1 OF 2 1 U CONSTRUCTION NOTES: CONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH THE PROJECT AS WELL AS ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION ALL BEDS TO BE WEED AND DEBRIS FREE PRIOR TO SOIL PREPARATION. ALL SHRUB BEDS TO 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 EXISTING SOIL, ADD 2.5 MORE INCHES OF COMPOST SAND MIX AND TILL INTO 6" OF SOIL. COMPACT TO 80% TO PREVENT SETTLING. AT INDIVIDUALLY PLANTED TREES OUTSIDE OF CONTIGUOUS PLANTING AREAS, STAKE o PLANTING LOCATION FOR APPROVAL PRIOR TO CONSTRUCTION, CLEAR AND PREPARE AN LO AREA 72" IN DIAMETER PER SOIL NOTES ABOVE. PLANT TREES PER DETAIL #1 THIS SHEET. PLANT SHRUBS PER DETAIL #2. MULCH PLANTING BEDS AND IN 72" DIAMETER AREA AROUND EACH INDIVIDUAL TREE, KEEPING MULCH 2" FROM TRUNK OF TREE. MULCH TO BE FREE OF GARBAGE AND WEEDS AND MAY NOT CONTAIN EXCESSIVE RESIN, TANNIN, OR OTHER MATERIAL DETRIMENTAL TO PLANT GROWTH GENTLY LOOSEN ROOTS OF CONTAINER STOCK THAT IS ROOTBOUND PRIOR TO PLANTING 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 241, SHEET OF PLASTIC ROOT BARRIER BETWEEN TREE AND PIPE OR PAVED SURFACE. CENTER 8' 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 SM-20 SHEETING OR SIMILAR PRODUCT, AVAILABLE FRANK J MARTIN COMPANY 206-523-7665 PLANTINGS WILL REQUIRE SUPPLEMENTAL WATER THROUGH AT LEAST THEIR FIRST GROWING SEASON CuCD L d E L L� m 3 75 J L d d N Q d U N d J Z N Q z N 12" GREATER THAN ROOTBALL ( 1 ) 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. J Q m D z Cf) O J cn z > w o GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 © GHA Landscape Architects 2016 FORM 2" WATER BASIN TOP OF ROOT CROWN BARK MULCH PER SPECIFICATIONS KEEP MULCH 1-2" AWAY FROM STEM II II' OF PLANT Cn �I II -I II I- EXISTING SOIL, DEEPLY SCARIFY AT SIDES OF Q � II PLANT POCKET - i -I I I -I I -I I I -I I I= =III-III=IIIIII=III— W O BACKFILL WITH AMENDED NATIVE SOIL z AND FERTILIZER PER SPECIFICATIONS W z SET AT 1/2" HIGHER THAN GROWN IN NURSERY W Q > PLANTING HOLE FIRM BACKFILL IN PLACE AND WATER IN WELL Q TO BE 12" WIDER Q W � THAN ROOTBALL FOR SHRUBS AND 8 „ W WIDER THAN ROOTBALL FOR GROUNDCOVERS i� z Q DEPTH TO BE SAME AS ROOTBALL OR 12 12r- WHICH EVER IS GREATER ui z z zo SHRUB and GROUNDCOVDER PLANTING DETAIL SECTION N.T.S. z 0 J (y)z m W Of CURRENT PLANNING , � A ' ngelea Weihs 07/23/2019 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT _ IM`pY,�Dr_I�_�-- N L BUCHANAN CERTIFICATE No. 513 =111M toaidoI DRAWING L1.02 SHEET 2 OF 2