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HomeMy WebLinkAboutzR-4235setN 00 C'7 O O O N N A M IM • • I N O Co O O O 1 C� T Q D J n N O N C, N N a N I MIC - 1/4" BRAS W/PUNCH IN CONC N: 182511.558 E: 1302009.823 EL: 31.64 43+93 VERTICAL DATUM — NAVD 88 VERTICAL BENCHMARKS: SOURCE: WSDOT DESIGNATION: GP17405-66 ID# 899 DESCRIPTION: THIS MARK IS A WSDOT BRASS DISC SET INTO THE SIDEWALK AND LEVEL WITH THE CONCRETE SURFACE. LOCATION: IT IS LOCATED IN NORTHEAST CORNER, 1.4 METERS SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE BARRIER, 60 CM WEST OF THE PAVEMENT SEAT AND 1.3 METERS NORTH OF THE SOUTH EDGE OF CONCRETE SIDEWALK. ELEVATION: 1 12.38' NORTHING: 178057.675 EASTING: 1302312.133 SOURCE: WSDOT DESIGNATION: BM 17405-91 ID# 5120 DESCRIPTION: THIS MARK IS A WSDOT BRASS DISC SET INTO THE SIDEWALK AND LEVEL WITH THE CONCRETE SURFACE. LOCATION: IT IS LOCATED NEAR THE SOUTHEAST CORNER OF THE BRIDGE FOR THE NORTHBOUND ON —RAMP FROM SUNSET BOULEVARD, 1.6 METERS © 185 DEGREES FROM A WITNESS POST, 90 CM @240 DEGREES FROM A CONCRETE BARRIER, 25.7 METERS ® 320 DEGREES FROM A LUMINARE POLE, 5.3 METERS © 60 DEGREES FROM THE APPROXIMATE CENTERLINE OF THE RAMP AND 70 CM ©185 DEGREES FROM AN EXPANSION JOINT. ELEVATION: 134.81' NORTHING: 186213.939 EASTING: 1303562.140 � Know what's below. � Call before you dig. Dial 811 MIC — 1/2" BRASS PLUG W/PUNCH IN CONC N: 181844.658 E: 1302445.046 EL: 38.09 -7 — — — — ' I I I I I � I � I MIC — 3" BRASS DISC W/PUNCH IN CONC (DHA CPS) N: 180206.724 E: 1302426.944 EL: 35.37 MIC — 2" BRASS PIN W/PUNCH IN CONC N: 180523.794 E: 1302420.946 EL: 37.78 - - _ - - -- - -- _ _ — I CP 6 I MIC — 2" BRASS PIN W/PUNCH IN CONC IN: 180521.167 E: 1302420.866 EL: 37.76 I I I II ' I I I II I I I I I I —�—--7--�---ram--- --I I I I I I I I I I I I I i t I I I I t o 1 0 � ° 7. r�� --- _ ° _ '_ 8 _ o — ... ---- ------ — d _ — 99 99- _ ' °�°`—dam .'bhr0 r0) �OJ (O O go vo A/ f — — Fark —� — ._ _. /, —/ i tcmwa — — — — — awiJ .ayJ J O�:cc (0) no c �+o A,,., A/ 0 0 ° m,® _ IT- I I I I I0 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I — — — _ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I MIC - 2" BRASS DISC W/PUNCH IN CONC N: 181856.334 E: 1301712.205 EL: 33.77 HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE NAD 83/2011 BASIS OF BEARINGS 1. RECORD OF SURVEY BY LANKTREE LAND SURVEYING RECORDING NUMBER 20150629900001. 1932 First Ave Suite 201 m M Seattle, WA 98101 p.206.725.1211 f. 206.973.5344 engineering pIIc www•Ipdengineering.com z1 elzl wW 41 tG TEREp �� '1 SSIONAL-��� MIC - REBAR NO CAP IN CONC N: 181195.791 E: 1301701.352 EL: 34.51 MIC - 2" BRASS PIN W/PUNCH IN CONC N: 180535.746 E: 1301690.476 EL: 35.75 R-423502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Michael Sippo 03/24/2023 ' N 00 O N N 161 LJ r N O O SURVEYED: SCALE: DATE: VERTICAL: "AVD 1988 ' SARTORI ELEMENTARY SCHOOL W HORIZONTAL- NAD 1983/1991 CITY O F 2 24 2022 CD DESIGNED: R E N TO N 315 GARDEN AVE N FIELDBOOK: CD '� DRAWN: PAGE: DATUM VAMOF RENTON, WA 98057 DRAWING NO: 2 CHECKED: ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. FRONTAGE CONTROL PLAN CO. I IF NOT ONE INCH NO. 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M _ o REMOVE MEX M 1—M—MM M M MMMTM—M—M—M—M—MMMMM M—M—M-M—M—M—M— C�i FENCING (TYP) N M— AND REMOVE EX ASPHALT r-- POWER POLE ` 1-1 1— o M M --(TYP) - M M 1 (� BY PSE 1--1-1 —1-- 7\/vI 0�3 O Q �°s adD3S� /�\ �a«5° �a«5 aaa�Q«5 g ��aaa10 V---- ---- -- - 1 — — �_— \ 0� 10, \ 0 \ adDOS� / \ /� 1--1— --1— -- � \ 0 � adiDasl 1 1 1 —1 \ — ------------- �1 1/ � J/ d� ` 1�—1-11\-0 a JSS� s--------------- ----- --— — — — — — — — — — — ------ aaaIat - -1-11— °s 09 �99 aaa�Q 1 °S ° OM9 pMa l a uo REMOVE EX — —----------- — — — — — — PP BY PSE — — � 1 ssaa� SSDJO 5 ��—CHI lNlB L�-------------g 02=_�� VU9 9 ILL =dd34`� I (M)] SSDJ ��=d AM \ REMOVE EX CONIC IT I I/n\I — TO NEAREST JOINT I 1-1-1-1-1 1-1-1 1 1�--1 1 Il 1 1 1 1�1 61� 9�—�� Y V� 9652—�� lN�� s _ _ _ TYP y l 1_ 77 (}�-I 7 ( I^I I —�°s=1=—`— 6 V V I� lJ� 0� V I� lJ�/ I � (TYP) � M M 1 _ _ I 777— �--------- --- aan� auo�-------___ ,M— M—M—M—M—M— M— � Know what's below. � Call before you dig. Dial 811 LEGEND — — PROPERTY LINE — - - EX CONTOUR (INDEX) EX CONTOUR EX BUILDING PROPOSED BUILDING OUTLINE BUILDING/STRUCTURE REMOVAL SAWCUT LINE ASPHALT REMOVAL z/2X//x1' CONCRETE REMOVAL STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION FENCING SILT FENCE EX TREE TO REMAIN EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED s� EX UTILITY TO BE REMOVED INLET PROTECTION SURVEYED: SCALE: VERTICAL: NAVD 1988 CITY 0 F 1932 First Ave �e`�� ;�� � HORIZONTAL: NAD ,s83/1as/,ss, • Suite 201 DESIGNED: Seattle, WA 98101 RENT 0 N DRAWN: VR p.206.725.1211 ,1� 21 5121 ONE INCH DATU M f. 206.973.5344 0����� TERM ��� CHECKED: AT FULL SCALE Planning/Building/Public Works Dept O2� IF NOT ONE INCH engineering pllc www•Ipdengineering.com sslONAL 2 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY z 10 0 5 10 20 ONLAEL Scale 1711=10, R-423504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Michael Sippo 03/24/2023 ' SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 DEMOLITION AND EROSION CONTROL PLAN 00 O N N A LO 0 O H H Q J DATE: 2 24 2022 'W�/'� FIELDBOOK: V♦ PAGE: DRAWING NO: C1.1 a: SHEET: 4 OF. 25 ^W I.L — — �t �NI N � 66aaud REMOVE EX CONIC 14IDgdsb / / I ���~ O /` SD U�I MIN SAVE AlD PROTECT EX TO NEAREST JOINT ' / / S — — — STREET LIGHT AND Np � /' \ \ ` 1 � � I � � I � /'� 66 O � �p aJUNCTION BOXES ( ) EX AND PROTECT / q In� papn��X� OUO�I bUISSOJ3 UD1J4Sapad UNS nm II / D dS �L_ EX PP TO REMAIN / � 66 66 ° —pM —� I , , � I l �\ � � � b J0 0 '6 u 41nD�o pad all uD\psD�l 0 1N p II 8 119A J u��o0 a��a<<�� �'�\ a�pap gjno papnill] OUO3 J j� /� o padogS—d oy � � �/�u!ssoa� n �up� Sdu�ln sDMW 1 HH� I/n—\IHH] uDlJ1say��/a ubl I V V M ' H H] � � --- - d d d d d d I I � 6 6 °� — �1 0 1 I✓ U U I V\ O� d � d J a _ Id d—dd—d—d—dam�Ma �UO� d d d d d d d .d- aaa�Q03 D 03_ _C7 1111d d d d dd dd—d d °�°°�o°°�O�oI O �\ -i -i 1 ` J 1 'C� 1—L 1-1 1 11-1 — S aS S aS aS—a \O, I I 1-111_1 d\ 1111 1 1 11-1—= r ' /OS—OS—OS—OS—OS—O ° %aS—CIS —aS— 0 ~ (IS as 6Cdo�� Sn866 as—aS—as—as aS GS 0S ❑S aS�aS a CIS aS—aS— o� _ I �I I I I U T — _ / CIS CIS aS—aS�CIS—as aS—a r ti — \ p a d d D I IN OS — OS aS — oS a S C / 7/n\I S�dld—Z I�a INLET PROTECTION U I ~ ° ---- U�!S `�\ J°L =�� Y V18 I o as a6—aS—aS— aS OS� as — SAWCUT LINE PER CITY _ I N —ET (TYP) —as—as—as W OF RENTON STANDARD SAVE AND PROTECT — — — (]N) u o n N p s n d W I PLAN 103 EX TREE TO 3 Z 6Z=ddd6Z �(N)�I I~~MINES = AND REMOVE EX ASPHALT REMAIN � D��Sb-------- pa��nn clod �UNS CO I (TYP) N — — — — — IN SAVE AND PROTECT EX W 1 _ ° —AHq — � -WE I I I I a I I PP TO REMAIN PSETO — ° o I 10 — 66 — — — — — — - — — — — I I — I RELOCATE GUREMY E AND _ N I I — 59 5— — 1SA?EXVE AND PROTECT NW(dAFIRE HYDRANTj)93 rk A—ve— — — — — - SAVE AND PROTECT EX SAVE AND PROTECT EX d�l I � Z TO REMAIN CURB RAMP TO REMAIN � I _ _ _ — S d o o� O I;; DJ J REPLACE IN KIND IF N TREE TO REMAIN I° = TREE PROTECTION_ _ _ — — — — — — �� DAMAGED I I I RESET EX TREE GRATE S d00� 01�(gJJl REMOVE & SALVAGE — — — -FENCING TYP c4. 3 I DAMA N y a EX BUS STOP SIGN U' —M M m (TYP) M � M M M M M MM M M MMMMM AM r nM� L Q I \ REMOVE EX-M�M—M- M M—M—M M— —M ~ M— ° p a d d D 3 AM l AM PP BY PSE 5 TREE PROTECTION M— / V MI I I cM/�M� FENCING (TYP) ��� ' SAWCUT LINE PER CITY OF RENTON STANDARDM— F—� I PLAN 103 I I M M M-M-M-M-M-M-M M KING COUNTY METRO TO ------- —�-- � � AND REMOVE EX ASPHALT -� � � a �"'� REMOVE EX BUS SHELTER �� �4 REMOVE EX CONIC — I (�•P) I n M SEE NOTE 1 — — — — _ I 1-1— - `E1 M M M� M M M- -M M M M M M M 1-1� TO NEAREST JOINT REMOVE EX CONIC 1 1— \`r-�l \ 1 1 -(TYP) _1 1— I I TO NEAREST JOINT d—d �d—d—d S a I D 2 I qm p 2 g S E �� I V V — — 1� d_d_ d� — 1-1— « 1 1 CURB RAMP WING EX 1 11— —1 (TYP)—d—d d�d� dddd dd\ d—did—d— ` �1 G TO d—d—d—d—d dd d—d� C �� — — — — �OOS�\� �— — — — d— 80 J �� T T T T r\ o00 00 REMAIN, REPLACE IN / a'�'`�1�/ 0 UO d d U pDd OUO3 UO �� 1---1-1-1 1-1—1 \�}aa 40�7 oS n\/n1/ KIND IF DAMANGED I I ��------------ ---- — --- — -S -- I C-1 HA/�oo _aS aS l \I V�1 1 VVj o DM1-1-1 H�a I 1 P —1 1 AI e P 1 f P 1 Y o Y 1 I F -- P \ 1 1 1 1 d0 �� M gMMM M M M- I M\�\ as — yes >dDOS� 0 M M M M M M I 1 e - N Lr t— ---- _,��uo��n8 usnd I �H OaH OUO3 `-- nn urn I 66bUISSoj- —as � as� �� EX TO REMAIN nD Oa aa������ �1\ � UDIJ4Sap�RENTON STANDARD PSAWCUT LINE PER LAN I / adDOS \\_— J� �UIS�O 1 I 110 AND 110.2 Lf S I I N AND REMOVE EX ASPHALT — oS �__ up!a�apad66 U!S oy o o (TYP) nl , 1/�A 7 1 (_ fNli�l _ _ _ , . /...I.\_. �\ I � l I � �� m T I � i I I I I \ � Know what's below. � Call before you dig. Dial 811 LEGEND ssDJO f l� Au0 I ��-'�p�n� 5UO3 �\ _sasnH,, ub!S . I pad OUO3 Uo adDod �iaaa�Q«� �� aajsn10 alai _.qDO O!;;DJl 'X� 71 T — — PROPERTY LINE --230--- EX CONTOUR (INDEX) —231— — . EX CONTOUR EX BUILDING l PROPOSED BUILDING OUTLINE BUILDING/STRUCTURE REMOVAL _ — 7_7 SAWCUT LINE ASPHALT REMOVAL CONCRETE REMOVAL CONSTRUCTION ENTRANCESTABILIZED CONSTRUCTION FENCING SILT FENCE EX TREE TO REMAIN EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED SD EX UTILITY TO BE REMOVED INLET PROTECTION SURVEYED: SCALE: VERTICAL: NAVD 1988 CITY O F 1932 First Ave �e`� ,�� � HORIZONTAL: NAD is83/1aa/issi • Suite 201 DESIGNED: Seattle, wa 98101 RENTON PR p.206.725.1211 DRAWN: 21 5121 ONE INCH DATUM f. 206.973.5344 0����� TV, � �x CHECKED: AT FULL SCALE Planning/Building/Public Works Dept sslONAL V 0 25 IF NOT ONE INCH engineering pllc www•Ipdengineering.com 2 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY z pppp- 10 0 5 10 20 Scale 1W=10, NOTES: 1. CONTRACTOR SHALL NOTIFY KING COUNTY METRO AT BUSSTOPPROJECTS@KINGCOUNTY.GOV, CONSTRUCTION.000RD@KINGCOUNTY.GOV, AND DAVID. KORTHALS@KI NGCOU NTY.GOV AT LEAST 30 BUSINESS DAYS IN ADVANCE OF STARTING CONSTRUCTION TO COORDINATE BUS SHELTER REMOVAL. R-423505 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEN DEVELOPMENT ENGINEERING Michael Sippo 03/24/2023 SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 DEMOLITION AND EROSION CONTROL PLAN 0N0 O N A Q J DATE: 2 24 2022 'W�/'� FIELDBOOK: V♦ PAGE: DRAWING NO: C1.2 a: SHEET: OF, 5 25^W I.L TF buiplin8 1D1oi9l. wo3 4jo;S STA 23+82.26, 22.5' L asnOH pS14MIDJ3,, END CONCRETE CURB UISSOJ3 / END SIDEWALK " 'pa U��S /,qADJUST EXISTING CATCH cc / BASIN RIM TO 36.90 VU 9 PEDESTRIAN PUSH BUTTON AND .i g D 3 0, Z =�1 APPURTENANCES PER WSDOT U I g D 3 39 W ( 9' �2=�ik,� c a. STD PLAN J-20.11-03 �(��1 SEE TRAFFIC PLANS\J D4� 8 qS d g, ��= 11W"��(N)lI CURB RAMP TYPE IDU� PER c5.o PARALLEL A `� WSDOT STANDARD X -M-PLAN F-40.12-03 Q ( SD#01 CB TYPE 1 -SEE DETAIL FOR RIM 36.93 GRADING IE 32.12 (12" E) IN • I I D s V IE 32.12 (12" W) OUT � pMapls OUO3 STA 23+57.41, 22.2' L jill BEGIN CONCRETE CURB dd d-d-d-d BEING SIDEWALK d I g .o p Dd d-d-d- d d d d d dam- o. - STA 23+64.68, 22.2' L- ml - - CB TYPE 1 z STA 23+72.82, 22.1' L STA 23+49.73, 22.1' R CURB RAMP - • END CONCRETE CURB STA 23+ 10.00. N: 180428.89 E: 1301975.71 l �d d I d PROTECT EX TREE, - RESET EX TREE GRATE 23+10 1 - - STA 23+38.28, 23.2' R STA 23+33.74, 25.1' R 66 � �n �I STA 23+28.28, 29.9' R COMCAST VAULT \ \, BY COMCAST 2UId«�\ CONNECT TO \ PP BY PSE \ PP AND GUY \ BY PSE I \\ I / I � Know what's below. � Call before you dig. Dial 811 o I l 6E TJ� I U-7I I_L tvI IVY �\ @uDj ��a�c` ub1S CD o IN Q Muo;4n8 psnd pad/M wn� �'6Z=�1H W18 �01� I 9g79�=�� WIC 93 d Iqjn3 ouo3 � d AM \d \ dl,PER N d-d- d HH OS -OSm aS OS a aS aS aS y--� OS-7 j >NSs 2" GRIND AND OVERLAY-SS- 2" GRIND AND OVERLAY PER CITY OF RENTON CITY OF RENTON j STANDARD PLAN 110.2 �I 0 I Sd94s I SSDJO S4uaw;jDdV n I ' DUOS 1 0 1 I auua � c� c� = PROTECT hlal�so�� ��u�is EX TREE, [0(1) 4" COMCAST II \ S d 2 2 PROVIDE NEW TREE a a-c SEE WEST SIDE U U 1.1 I GRATE UIDIS / 1 PROFILE SHEET C3.0 UIDI� I. v 0 Q b v N 1 1 1 1 1 1 -j STA 24+88.36, 22.7' L _ STA 24+93.34, 22.7' L CEMENT CONCRETE I ADJUST LID BEGIN SIDEWALK COMCAST VAULT SIDEWALK PER CITY /� TO FINAL -� SBY COMCAST OF RENTON 0 ' GRADE STANDARD PLAN 102 ISTA 24+45.27, 22.0' R o FEND -CONCRETE CURB N �� i IIIIIIIIIIIIIIIIIIIIIIIIIqTA 24+46.52 23.6' R FARK A IU STA 24+48.98, 24.1' R 25+00 \ -' / I W STA 24+53.12, 22.5' R (1) 4" LUMEN - I W CURB RAMP 1-1 1- ---- . _ I STA 24+65.36, 30.9 R 1-i-1-1-1-1� i Cn CURB RAMP TYPE �b _ - - �p�1-1-1-1-�- I LJ,J PERPENDICULAR A c43 STA 24+73.24, 22.5' R� w RAMP & WING PER I (n WSDOT STANDARD END SIDEWALK PLAN F-40.15-04 cam° STA 25+33.37, 30.5' R_MM SEE DETAIL FOR M -M "" - -M- - -M M--M-- END SIDEWALK I w 'GRADING STA 25+18.98, 30.4' R Z ° BEGIN SIDEWALK - J�J uUJ I = o�oo � �5 STA 24+67.30, 31.3 R-1 1 1- \ Q v � R l0 P. v op I 0000 O N A Cq C) Co O O O Co Q J ru 0Z /N) UO 4n8 SnTRAFFIC HH y - - - --• -- I'BOT OF FLANGE 37.69 SEE TRAFFIC I z y� (2) 4 (1) 2 _ _ „ SHEAR PAD PER CITY OF pad/M 910d IDu6!S- \► aaa N 1 (1) 2 I c� RENTON STANDARD PLAN U I S S OJ O I I I / Q «g 1 �� I CONNECT TO EX PSE TO USE (1) 6" -LUMEN N TO USE (2) 4" 310.1 40 LUMEN TO USE (1) 4" I U b I 4 1 D p d S �j ELECTRIC VAULT PEDESTRIAN PUSH BUTTON AND I S a a d S 1 c�l APPURTENANCES PER WSDOT "PSE I I _ �P = Wl N STA 24+52.64, 39.1 R °S STA 24+58.04, 45.4' R / `� LAN J-20.11-03 (1) 6 I I �� 1 COMCAST VAULT UlpJa 1�0U2 1 I STD P SEE EAST SIDE SEE TRAFFIC PLANS PROFILE SHEET C3.0 I 16 Z (Ms)]I BY COMCAST I ADJUST LANDSCAPE GRADES ON SITE TO I 6 "�"� p � (] N) 31 � uo0 MATCH PROPOSED SIDEWALK ELEVATIONS TRANSVERSE PATCH 6` LANDSCAPE GRADES SHALL HAVE A PER CITY OF RENTON \ O L� =�1H A 1 ° l U n�1 MAXIMUM SLOPE OF 20� STANDARD PLAN 110 o (2) 4" COMCAST �° m Aig D31JPU1jA3 I RESTORE LANDSCAPE TO EXISTING o I II �dJ�1 Z6� 8 o pg.Lp �H I uan� 0°92=3Ad4c�(�)HI CONDITION I / D 01 I U I 4 RC' 7 1 n�n� I. :� p 3 � � z'92=3AdJ(N)]I LEGEND - - PROPERTY LINE T-423501 �230� _ EX CONTOUR (INDEX) W-423502 R-423506 EX CONTOUR CONCRETE PAVEMENT 230_ PROPOSED CONTOUR (INDEX) TACTILE WARNING STRIP IN COMPLIANCE WITH CITY OF RENTON STANDARDS 231_ _ PROPOSED CONTOUR ASPHALT (AC) PAVEMENT Z pppp- xxx.x DEVELOPMENT ENGINEERING 1-1 SPOT ELEVATION GRIND AND OVERLAY 10 0 5 10 20 Michael Sippo 05/11/2023 ' FF 78.0 FINISHED FLOOR ELEVATION SITE WALL EX BUILDING CURB AND GUTTER , GNU I Y / PROPOSED BUILDING LANDSCAPED AREA Scale 1"= -10 '`"` WA$kjrlt SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988 • CITY 0 I 3 31 2022 1932 First Ave y • - o HORIZONTAL: NAD 1983/1991 � � DESIGNED: � SARTORI ELEMENTARY SCHOOL Suite 201 ,�.� � `� FIELDBOOK: Seattle, WA 98101 R E N TO N 315 GARDEN AVE N PAGE: DRAWN: 1 1 1 p. 206.725.1211 � - wz RENTON WA 98057 DRAWING NO: ■ ■ ■ ,� 2103 1 w ONE INCH DATUM ' f. 206.973.5344 0�� �CI R� ��� CHECKED: Planning/Building/Public Works De t p . GRADING, UTILITIES + PAVING PLAN C 2.0 AT FULL SCALEQ engineering pllc www.Ipdengineer rSIONAL �� SIF NOT CALE ONE INCH iop); NO. REVISION BY DATE APPR APPROVED: INGLY SHEET: 6 of:25 m w z w luau. ;apdb AJO;S Z 1 u a w; j E)d b 4; a U U �COMCAST VAULT BY COMCAST 1 STA 25+46.78, 22.1' L BEGIN CONCRETE CURB PROTECT EX TREE, 1 O U RESET EX TREE �I ri_4 GRATE I auld«y 9sn0H AJ04S STA 26+53.40, 25.3' L I CONNECT TO STA 26+36.71, 22.2 L IEX PP BY PSE BEGIN CONCRETE CURB I JUST LIDS TO I STA 25+83.45, 27.9 L� I\ I I D j S STA 25+86.08 25.3' L U 0 PROTECT EX TREE, a l p OI RESET EX TREE I � I 99 9 d�a� IRATE Duos 91p0 q 9 6 9 0 V d 0 (1) 3" PSE SEE \ I SEE WEST SIDE . _c_PROFILE SHEET \ I n.lj «C�J ip; ��C3.1 �JVV aouaj quid i�mmir mrii�n _ � ■. iliiilil�lllll%IIII .IIII►lII��IIIl�III IIII►111��IIII�IIII w— • .• ��.�.�—�:t ■�! a--� �.eor.�- _�—�Q __� _ 1 1 ME V LN - MM1111111ilill EVEN I - • - •, .. A 0 S CJ�I�S I I--1 EX EMPTY ELEC CONDUITS 1-1-1—(2) 6» -----'(2) 4" 1) 2» EX EMPTY COMM CONDUITS PSE TO USE (1) 6" g�lns 0���� �" COMCAST TO USE (2) 4" a d D O S ] ° LUMEN TO USE (1) 4" 030 97Z =�] W18 9,t2=dA3"z �(1)1I WIC � Know what's below. � Call before you dig. Dial 811 os — M—M 0 g.if AF STA 26+59.98, 25.3' LAL GRADE a \ _�SnOH AJ04S i snl3 Q SEE WEST SIDE O a a PROFILE SHEETC3.1 (2) 4" COMCASTSEE WEST SIDE n O�J PROFILE SHEET C3.1 8W p CD v p P 6P v \-CEMENT CONCRETE ` SIDEWALK PER CITY OF RENTON STANDARD PLAN 102 STA 26+61.19, 23.2' L STA 26+86.84, 22.3' L END CONCRETE CURB STA 26+58.60, 20.7' L - - - CEMENT CONCRETE _ 27+00 CURB & GUTTER PER -CITY OF RENTON J - - - - - STANDARD PLAN 101 UZ_ IJ v 1_Lu �Z�=dd066Z �(N)�I WIC CONNECT TO / EX PP BY PSE �L�99� 3 g 0' STA 27+ 16.64, 28.0' L \ - - --COMCAST VAULT - BY COMCAST - �Ipnnapis 3UO3 STA 27+ 19.27, 22.8' L I xaldns �ao4S S I IjnCD sda�S1 I I 3u03 0 ssois ID --- WM —III --� I I d�d� END SIDEWALK / STA 27+ 17.78, 22.8' L COMCAST VAULT N 9 6 O g BY COMCAST sJ@�JDA aIiuM pa�sDO STA 27+ 13.27, 24.6' L 0 0 sja�jiDW molla/� algno0 -TRANSVERSE PATCH PER CITY OF RENTON FA STANDARD PLAN 110 CEMENT CONCRETE sJ@a JDA @11UAA P@UsD l CURB & GUTTER PER CITY OF RENTON 3 �M MMASTANDARD ,PLAN 101 _ M M MMMMMMM MMMM 1 — 1 — i STA 26+61.52, 22.0' R 1-1—�-1— STA 27+09.7 END CONCRETE CURB 1-1-1-1— BEGIN SIDEWI PROTECT EX TREE I IN 'U I 28+00 IW W 1� I N I 0 —M M �M M MM M M M M M M MMMMM— W 30.4' R o I z_ -1 — 1 — 1 — 1 J REPLACE IN KIND aaa�� �, �aaa aaa 1-1-1-1 �Q<<� �Q«� I- IF DAMAGED a d p a s / STA 27+21.85, 30.5' R / \ / STA 26+76.54, 30.5 R \ END SIDEWALK \ l d a a \ \ — END SIDEWALK — Q <<� --------- ---- ----- — --------- > P o.. (1) 4" COMCAST Og �99 SEE PROFILE A SHEET C5.2 d di P" STA 26+62.39, 38.7' R \os S E (2) 4" COMCAST °o/4 S S 0 \o P STA 26+60.49, 41.2' R CEMENT CONCRETE SIDEWALK PER CITY �1 1 1 1 1 1 1 1 l� - - _ \ 1�1 - CEMENT CONCRETE - OF RENTON - - _ - - - - - - - - SIDEWALK PER CITY STANDARD PLAN 102 OF RENTON CIS OS OS - _ _ STA 26+60.07, 44.4' R_ STANDARD PLAN 102 CONNECT TO EX ELECTRIC VAULT COMCAST VAULT TRANSFORMER AND CONNECTION a d D` BY COMCAST a d p a s BY PSE �(MS)1I aaua� �ui�l UIDg3 `L LEGEND 9' 2=ddo"Z L(M)1I q L°�� =�� WIH EX EMPTY COMM CONDUITS (5) 4" -------- -(1) 2" COMCAST TO USE (2) 4" gjns 3UO3-LUMEN TO USE (1) 4" gs --- i - - PROPERTY LINE --230--- _ EX CONTOUR (INDEX) EX CONTOUR CONCRETE PAVEMENT 230_ PROPOSED CONTOUR (INDEX) TACTILE WARNING STRIP 231_ _ PROPOSED CONTOUR ASPHALT (AC) PAVEMENT XXX.X SPOT ELEVATION GRIND AND OVERLAY FF 78.0 FINISHED FLOOR ELEVATION SITE WALL EX BUILDING CURB AND GUTTER PROPOSED BUILDING LANDSCAPED AREA 0� ASI�J� SURVEYED: SCALE: VERTICAL: NAVD 1988 1932 First Ave ti� •oy HORIZONTAL: NAD 1983/1991 Suite 201 DESIGNED: Seattle, WA 98101 .o = �z DRAWN: p.206.725.1211 21 5121 w ONE INCH DATU M f.206.973.5344 0� ��� TERM ti� CHECKED: AT FULL ASS ��� • 1 l CIF NOT ONE INCH engineering pllc www.1pdengineering.com ZONAL NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY OMapIC OUO 030 000 z PPF- 10 0 5 10 20 Scale 1"=10, CITY OF RENTON Planning/Building/Public Works Dept. i�mmir mrii�n _ � ■. iliiilil�lllll%IIII .IIII►lII��IIIl�III IIII►111��IIII�IIII w— • .• ��.�.�—�:t ■�! a--� �.eor.�- _�—�Q __� _ 1 1 ME V LN - MM1111111ilill EVEN I - • - •, .. A 0 S CJ�I�S I I--1 EX EMPTY ELEC CONDUITS 1-1-1—(2) 6» -----'(2) 4" 1) 2» EX EMPTY COMM CONDUITS PSE TO USE (1) 6" g�lns 0���� �" COMCAST TO USE (2) 4" a d D O S ] ° LUMEN TO USE (1) 4" 030 97Z =�] W18 9,t2=dA3"z �(1)1I WIC � Know what's below. � Call before you dig. Dial 811 os — M—M 0 g.if AF STA 26+59.98, 25.3' LAL GRADE a \ _�SnOH AJ04S i snl3 Q SEE WEST SIDE O a a PROFILE SHEETC3.1 (2) 4" COMCASTSEE WEST SIDE n O�J PROFILE SHEET C3.1 8W p CD v p P 6P v \-CEMENT CONCRETE ` SIDEWALK PER CITY OF RENTON STANDARD PLAN 102 STA 26+61.19, 23.2' L STA 26+86.84, 22.3' L END CONCRETE CURB STA 26+58.60, 20.7' L - - - CEMENT CONCRETE _ 27+00 CURB & GUTTER PER -CITY OF RENTON J - - - - - STANDARD PLAN 101 UZ_ IJ v 1_Lu �Z�=dd066Z �(N)�I WIC CONNECT TO / EX PP BY PSE �L�99� 3 g 0' STA 27+ 16.64, 28.0' L \ - - --COMCAST VAULT - BY COMCAST - �Ipnnapis 3UO3 STA 27+ 19.27, 22.8' L I xaldns �ao4S S I IjnCD sda�S1 I I 3u03 0 ssois ID --- WM —III --� I I d�d� END SIDEWALK / STA 27+ 17.78, 22.8' L COMCAST VAULT N 9 6 O g BY COMCAST sJ@�JDA aIiuM pa�sDO STA 27+ 13.27, 24.6' L 0 0 sja�jiDW molla/� algno0 -TRANSVERSE PATCH PER CITY OF RENTON FA STANDARD PLAN 110 CEMENT CONCRETE sJ@a JDA @11UAA P@UsD l CURB & GUTTER PER CITY OF RENTON 3 �M MMASTANDARD ,PLAN 101 _ M M MMMMMMM MMMM 1 — 1 — i STA 26+61.52, 22.0' R 1-1—�-1— STA 27+09.7 END CONCRETE CURB 1-1-1-1— BEGIN SIDEWI PROTECT EX TREE I IN 'U I 28+00 IW W 1� I N I 0 —M M �M M MM M M M M M M MMMMM— W 30.4' R o I z_ -1 — 1 — 1 — 1 J REPLACE IN KIND aaa�� �, �aaa aaa 1-1-1-1 �Q<<� �Q«� I- IF DAMAGED a d p a s / STA 27+21.85, 30.5' R / \ / STA 26+76.54, 30.5 R \ END SIDEWALK \ l d a a \ \ — END SIDEWALK — Q <<� --------- ---- ----- — --------- > P o.. (1) 4" COMCAST Og �99 SEE PROFILE A SHEET C5.2 d di P" STA 26+62.39, 38.7' R \os S E (2) 4" COMCAST °o/4 S S 0 \o P STA 26+60.49, 41.2' R CEMENT CONCRETE SIDEWALK PER CITY �1 1 1 1 1 1 1 1 l� - - _ \ 1�1 - CEMENT CONCRETE - OF RENTON - - _ - - - - - - - - SIDEWALK PER CITY STANDARD PLAN 102 OF RENTON CIS OS OS - _ _ STA 26+60.07, 44.4' R_ STANDARD PLAN 102 CONNECT TO EX ELECTRIC VAULT COMCAST VAULT TRANSFORMER AND CONNECTION a d D` BY COMCAST a d p a s BY PSE �(MS)1I aaua� �ui�l UIDg3 `L LEGEND 9' 2=ddo"Z L(M)1I q L°�� =�� WIH EX EMPTY COMM CONDUITS (5) 4" -------- -(1) 2" COMCAST TO USE (2) 4" gjns 3UO3-LUMEN TO USE (1) 4" gs --- i - - PROPERTY LINE --230--- _ EX CONTOUR (INDEX) EX CONTOUR CONCRETE PAVEMENT 230_ PROPOSED CONTOUR (INDEX) TACTILE WARNING STRIP 231_ _ PROPOSED CONTOUR ASPHALT (AC) PAVEMENT XXX.X SPOT ELEVATION GRIND AND OVERLAY FF 78.0 FINISHED FLOOR ELEVATION SITE WALL EX BUILDING CURB AND GUTTER PROPOSED BUILDING LANDSCAPED AREA 0� ASI�J� SURVEYED: SCALE: VERTICAL: NAVD 1988 1932 First Ave ti� •oy HORIZONTAL: NAD 1983/1991 Suite 201 DESIGNED: Seattle, WA 98101 .o = �z DRAWN: p.206.725.1211 21 5121 w ONE INCH DATU M f.206.973.5344 0� ��� TERM ti� CHECKED: AT FULL ASS ��� • 1 l CIF NOT ONE INCH engineering pllc www.1pdengineering.com ZONAL NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY OMapIC OUO 030 000 z PPF- 10 0 5 10 20 Scale 1"=10, CITY OF RENTON Planning/Building/Public Works Dept. AF STA 26+59.98, 25.3' LAL GRADE a \ _�SnOH AJ04S i snl3 Q SEE WEST SIDE O a a PROFILE SHEETC3.1 (2) 4" COMCASTSEE WEST SIDE n O�J PROFILE SHEET C3.1 8W p CD v p P 6P v \-CEMENT CONCRETE ` SIDEWALK PER CITY OF RENTON STANDARD PLAN 102 STA 26+61.19, 23.2' L STA 26+86.84, 22.3' L END CONCRETE CURB STA 26+58.60, 20.7' L - - - CEMENT CONCRETE _ 27+00 CURB & GUTTER PER -CITY OF RENTON J - - - - - STANDARD PLAN 101 UZ_ IJ v 1_Lu �Z�=dd066Z �(N)�I WIC CONNECT TO / EX PP BY PSE �L�99� 3 g 0' STA 27+ 16.64, 28.0' L \ - - --COMCAST VAULT - BY COMCAST - �Ipnnapis 3UO3 STA 27+ 19.27, 22.8' L I xaldns �ao4S S I IjnCD sda�S1 I I 3u03 0 ssois ID --- WM —III --� I I d�d� END SIDEWALK / STA 27+ 17.78, 22.8' L COMCAST VAULT N 9 6 O g BY COMCAST sJ@�JDA aIiuM pa�sDO STA 27+ 13.27, 24.6' L 0 0 sja�jiDW molla/� algno0 -TRANSVERSE PATCH PER CITY OF RENTON FA STANDARD PLAN 110 CEMENT CONCRETE sJ@a JDA @11UAA P@UsD l CURB & GUTTER PER CITY OF RENTON 3 �M MMASTANDARD ,PLAN 101 _ M M MMMMMMM MMMM 1 — 1 — i STA 26+61.52, 22.0' R 1-1—�-1— STA 27+09.7 END CONCRETE CURB 1-1-1-1— BEGIN SIDEWI PROTECT EX TREE I IN 'U I 28+00 IW W 1� I N I 0 —M M �M M MM M M M M M M MMMMM— W 30.4' R o I z_ -1 — 1 — 1 — 1 J REPLACE IN KIND aaa�� �, �aaa aaa 1-1-1-1 �Q<<� �Q«� I- IF DAMAGED a d p a s / STA 27+21.85, 30.5' R / \ / STA 26+76.54, 30.5 R \ END SIDEWALK \ l d a a \ \ — END SIDEWALK — Q <<� --------- ---- ----- — --------- > P o.. (1) 4" COMCAST Og �99 SEE PROFILE A SHEET C5.2 d di P" STA 26+62.39, 38.7' R \os S E (2) 4" COMCAST °o/4 S S 0 \o P STA 26+60.49, 41.2' R CEMENT CONCRETE SIDEWALK PER CITY �1 1 1 1 1 1 1 1 l� - - _ \ 1�1 - CEMENT CONCRETE - OF RENTON - - _ - - - - - - - - SIDEWALK PER CITY STANDARD PLAN 102 OF RENTON CIS OS OS - _ _ STA 26+60.07, 44.4' R_ STANDARD PLAN 102 CONNECT TO EX ELECTRIC VAULT COMCAST VAULT TRANSFORMER AND CONNECTION a d D` BY COMCAST a d p a s BY PSE �(MS)1I aaua� �ui�l UIDg3 `L LEGEND 9' 2=ddo"Z L(M)1I q L°�� =�� WIH EX EMPTY COMM CONDUITS (5) 4" -------- -(1) 2" COMCAST TO USE (2) 4" gjns 3UO3-LUMEN TO USE (1) 4" gs --- i - - PROPERTY LINE --230--- _ EX CONTOUR (INDEX) EX CONTOUR CONCRETE PAVEMENT 230_ PROPOSED CONTOUR (INDEX) TACTILE WARNING STRIP 231_ _ PROPOSED CONTOUR ASPHALT (AC) PAVEMENT XXX.X SPOT ELEVATION GRIND AND OVERLAY FF 78.0 FINISHED FLOOR ELEVATION SITE WALL EX BUILDING CURB AND GUTTER PROPOSED BUILDING LANDSCAPED AREA 0� ASI�J� SURVEYED: SCALE: VERTICAL: NAVD 1988 1932 First Ave ti� •oy HORIZONTAL: NAD 1983/1991 Suite 201 DESIGNED: Seattle, WA 98101 .o = �z DRAWN: p.206.725.1211 21 5121 w ONE INCH DATU M f.206.973.5344 0� ��� TERM ti� CHECKED: AT FULL ASS ��� • 1 l CIF NOT ONE INCH engineering pllc www.1pdengineering.com ZONAL NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY OMapIC OUO 030 000 z PPF- 10 0 5 10 20 Scale 1"=10, CITY OF RENTON Planning/Building/Public Works Dept. SSCJ�IS1°��-51 9 6 EX EMPTY E LEC CONDUITS 2 6" , 1)4" 2" PSE TO USE (1) 6" - ada�ss 1 i i T-423502 R-423507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Michael Sippo 03/24/2023 SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 GRADING, UTILITIES + PAVING PLAN 00 0 N A Cq 0) (0 O O 0 (0 Q J DATE: 2 24 2022 'W�/'� FIELDBOOK: V♦ PAGE: DRAWING NO: C2.1 a: SHEET: OF:25 aW — TF mCL y� . / "6 -j V __j =d1d�66Z�(N)�I PROTECT EX TREE, RESET EX TREE I GRATE IP 4U9W9SDg M as n0 H Aao4 Z CONNECT TO EX PP BY PSE %�- (1) 3" PSE SEE WEST SIDE PROFILE SHEET / C3.2 a g\ _ (1) 4" COMCAST2 SEE WEST SIDE PROFILE SHEET _C3.2 Mf 97 a a v / v I r> ll�-Jl\U„ ��J/J 2" GRIND AND OVERLAY ADJUST GRADES BEHIND THE BACK OF WALK - PER CITY OF RENTON g / M I TO MATCH PROPOSED SIDEWALK ELEVATIONS I STANDARD PLAN 110.2 ONLY WITHIN THE RIGHT-OF-WAY STA 28+77.68, 25.4' L DRIVEWAY GRADES SHALL HAVE A MAXIMUM I1pM 4a� 0 �uili�� Ip�aW Z 6 I 0 STA 28+62.67, 22.5- Lf CEMENT CONCRETE DRIVE ENTRANCE PER CITY OF RENTON STANDARD PLAN 104.2 _ SEE DETAIL FOR GRADING nj I COMCAST VAULT (� I BY COMCAST SLOPE OF 5% RESTORE LANDSCAPE AT TREE BASE TO S q a H U a S U a H n l CIS G CONDITION a 0 U a p o o h 5 STA 28+84.27 25.4' L «�j I , (1) 3" PSE SEE WEST SIDE 2" GRIND AND OVERLAY . 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U0� UO �9 �� CONN TO EX 1- �1�1-1 1-1- " J. � �� r as °s o .' ° a a . - _ 4 CONDUITS a -\ STANDARD PLAN 102 1 \ p a 1 STA 28+87.65, 38.6' R a s I o \\ 8 ° g`.il;s o IN,1 P 1 6CJ�1dlNIs� � a - - - �'S (2) 4" COMCAST v.> �0 Z L M77 AM _ - p C6 � � _9P INM STA 28+85.75, 41.1 R M - _ _ _ _ v STA 28+53.84, 30.2 R N- M M M- I- END SIDEWALK M "STA 28+85.33 44.3' R EX EMPTY ELEC CONDUITS rorz 8 CEMENT CONCRETE I * WM / - - - - - - - - a SIDEWALK PER CITY I r-� -,- - -COMCAST VAULT /M (2) 6 - C ��O ,> - , -- ° v OF RENTON -- ?� I _- u u I BY COMCAST a 2 4 COMCAST U 0 n 8 s n d ° 2 4 M/ (1) 2" L --ppd OUO3 - a s c M wn� n STANDARD PLAN 102 M-M-M-M-M-M--,, _ - - - - ° CONNECT TO EX PSE TO USE (1) 6" �� (2) 4 COMCAST o ° �n0 OUO3 ELECTRIC VAULT as--� as-� a5- , 10 �Inp%� aal� I TRANSFORMER AND _ CONNECT TO EX CO NNECTION BY PSE / R ELECTRIC VAULT \L STA 29+98.13, 48.6' R " ~ n / °S s COMCAST VAULT-) �a� -� 8� \��� J 0 �/ EX EMPTY COMM CONDUITS �'6Z=�� W18 BY COMCAST IH eD PERPENDCULARPA ~ n �� (5) 4 9'02=3Ad"Z �dN)11 I RAMP & WING PER J �pMapl OUO� U? /� (1) 2 - O�=dW�"Z �(Mf WSDOT STANDARD ~I I / COMCAST TO USE (2) 4" g 6 ' - W I t ' 0 � = d W z ( PLAN F 40.15-04 _ CA / LUMEN TO USE (1) 4 SEE DETAIL FOR l�3UaB oUO3 ------ 83 GRADING CD LEGEND - - PROPERTY LINE 231 PROPOSED CONTOUR �230� EX CONTOUR (INDEX) XXX.X� SPOT ELEVATION 23> EX CONTOUR FF 78.0 FINISHED FLOOR ELEVATION 230_ _ PROPOSED CONTOUR (INDEX) / / / / / / E k, � Know what's below. � Call before you dig. 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C' R1 o �(1) 6" PSE ° �I SEE EAST SIDE CEMENT CONCRETE PROFILE SHEET CURB & GUTTER PER C3.2 I CITY OF RENTON I STANDARD PLAN 101 � I � I STA 30+49.80, 55.5 R' END CONCRETE CURB Q A 30+49.38, 57.6' R CD ID SIDEWALK cD � o CD II T-423503 R-423508 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Michael Sippo 03/24/2023 ' SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 GRADING, UTILITIES + PAVING PLAN 0000 O N A a C0 O O 0 Co Q J DATE: 2 24 2022 'W�/'� V♦ FIELDBOOK: PAGE: DRAWING NO: C2.2 a: W 5 OF, SHEET: U Q 251 a- r•``1 n X m 6L I� U UU 0 (( MW S10O66 UbIS I • — I � I�0 4Ip�{dsb •� I _ OI�s uoO pU 00 o MA � 22 piollo8 96 U padpgs—p 4 E)gdsb 4��!� ON y bu!ssoo 303 sdwnd slu0 mn 4InDA � HHI UDIJ sa ad ub!S JO1 buiumv M mn I WWOO C p (( J V — L a d d d d d d— 4ma OUO3 HH� V uM _ 0 1 ^^ t —� _ J 1�—llli\y_y y M 1—y-1 1 1 1 — 1 d— LONGITUDINAL PATCH PER O A K O U 0 3 CIS CITY OF RENTON STANDARD _ �711 °S - PLAN 110 AND 110.2 I I I STA 31 +00.81, 41.7' R CURB RAMP II I I I STA 32+00.00, 0.0' s a a � N. 181318.77 PARK VF N IZE: 1301990.29 1 +00 y 32+0 a PROTECT EX TREE, CEMENT CONCRETE CURB & I PROVIDE NEW TREE CEMENT CONCRETE S la> I I GUTTER PER CITY OF o I GRATE SIDEWALK PER CITY RENTON STANDARD PLAN 101 OF RENTON SEE DETAIL FOR GRADING > U O I j jo -l� (2) 4" COMCAST ° o STANDARD PIAN 102 (1) 4 LUMEN SEE EAST SIDE STA 31 +92.78, 34.4' R N' I I a STA 31 +10.65, 35.6' R o PROFILE SHEET C3.3 END SIDEWALK S I a Y 04 I END CONCRETE CURB L — U—A, STA 31+15.01, 35.3- R M_M U A—M M—M—M —^STA 31+65.30, 35.0' R M M M— M M M M—M—M—M M M M M- 1. —^^— — CEMENT CONCRETE W 1 M MGM —M--M MSTA 31+16.26, 35.2' R I _ (CURB OF RENTON RGUTTER PER W I a M\ _STA 31 +17.40, 35.T R- M O M� MM M —CITY O" " "ENTON _M M MMM M MM M MMM = / � I STANDARD PLAN 101 STA 31 +67.76 35.5' R9 � S a J I E) e� d d d d d d d d W d d/ d�—d—d�d da dd dd_ —d d d — d — d dojS s n i \ _ — d d � � d—d—d (W -- — :�R 3 3U0 � — — — — ------ -- ---- -- !S —— — — — — — — — — — — — — — — — — — — — --_ — � d W irI Z o �I M p S OUO3 a o o°o°o°o°oo dH0 a ° . ° °off I. \ � l v Y � �� 1 �� °.I dH0 dH0 ( u1—�-1__ 1 �:_� �I HdW X66 ub!S � I Q Y STA 31 +24.23, 35.7' R 1— °S — ` STA 31 +20.86, 41.4 R S S .I °S — °s —as j n COMCAST VAULT = lI °s °S as / ° Al I 0 BY COMCAST I / / \q-I n O UO I I � o sa n8 u b i pad CONNECT TO EX -, I� I PP BY PSE �Q 1 UO adDOS� iaaj; 6� as Sn RELOCATED adoOSI `\1�aa4snlo / I GUY BY PSE I CURB RAMP TYPE PARALLEL A RAMP & STA 31 +67.27, 44.5' R 41.9' R STA 30+95.45, 50.4' R c5.o I STA 31 +75.24, BEGIN CONCRETE CURB BOTTOM LANDING PER I — B21 FOOTING PER KING i BEING SIDEWALK �WSDOT STANDARD PLAN `6Z —� 18 COUNTY METRO STANDARD 9 Q g ,�F-40.1 V 03 (1) 6" PSE S n PLAN D103 �(MUI W18 2� 6( � � � �M � SEE EAST SIDE � � 2 _ 3A d 66 o aaa13(65 PROFILE SHEET ��� = KING COUNTY METRO TO g Z�=O%d669(S)HI �2 pac] �C3.3 S g INSTALL BUS SHELTER I� n Ij I Zt 80 SEE NOTE 1 I 2" GRIND AND OVERLAY STA 31 +57.17, 42.0 R N l PER CITY OF RENTON I STANDARD PLAN 110.2 LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230— — PROPOSED CONTOUR (INDEX) � Know what's below. � Call before you dig. 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Suite 201 �� •°� Call before . you di / Seattle, WA 98101 y g p. 206.725.1211 2; 5,2, ww Dial 811 f. 206.973.5344 ���� TERM �ti� englneering pIIC www•lpdengineering.com PROPOSED BUILDING GRIND AND OVERLAY CONCRETE PAVEMENT SITE WALL TACTILE WARNING STRIP CURB AND GUTTER ASPHALT (AC) PAVEMENT IIIIII—III LANDSCAPED AREA SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: DRAWN: ONE INCH DATU M CHECKED: AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY T-423507 R-423512 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Z DEVELOPMENT ENGINEERING 10 0 5 10 20 [Michael Sippo 03/24/2023 Scale 1"=10, 000 co N A 0) C0 O O O Q J DATE: CITY OF SARTORI ELEMENTARY SCHOOL 2 24 2022 co RENTON 315 GARDEN AVE N FIELDBOOK: co PAGE: • RENTON, WA 98057 DRAWING NO: Planning/Building/Public Works Dept. CHANNELIZATION PLAN C2.6 a: SHEET: 12 OF:25 W n �_j IK—) O MW �I4Ipqdsb '� / � � PiDlIo8 o padpgs—p y buissoao C) aupo sdwnd SDO mn � HHI Uau sa ad mn ubis ao1 �uiunn M ( p (( J b — L _ d d — — — d d d d d d— 4Ma OUO3 HH� t ^ 1 J — 1 J 1� —scdl 1 g\1.-1 M 1-1 1—J. 1 1 1-1 1-111 1 J. J 1-1-1 1 — 1 a dFS — a l l a� I OAK 0 UO3 as a¢ _ as � 1 a6 CIS —43—G3—G3_G3—GS—G3 0 i RESTRIPE CROSSWALK MARKINGS IN EX LOCATION PER CITY OF RENTON a STANDARD PLAN 127 fTJ"J LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) —23>-- EX CONTOUR 230_ _ PROPOSED CONTOUR (INDEX) ziKnow what's below. Call before you dig. Dial 811 (dA sdoo� 314 a FF 78.0 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc WWW•Ipdengineering.com PROPOSED CONTOUR SPOT ELEVATION FINISHED FLOOR ELEVATION E tp r0 w� 21 5121 �rSIONAL U U I sja> ST�A /�31 +75.53 39.3' R � s j a � KC METPO 10 REINSTALL——' L-M M M M M M M M M— BUS STOP SIGN —SEE—NOTE __L 941�M pauspa <,do;S sn866 MMM M MM M MMM — ■ jIp q-cs PROPOSED BUILDING CONCRETE PAVEMENT TACTILE WARNING STRIP ASPHALT (AC) PAVEMENT REVISION „rIavv v'Ll( e'Z2=3Ad669(N)H Z0'92=11 WIC 292t W aaa�Q«Z � SITE WALL CURB AND GUTTER LANDSCAPED AREA SURVEYED: DESIGNED: DRAWN: CHECKED: BY DATE AP P R 11 APPROVED: 9' SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M NOTES: 1. CONTRACTOR SHALL NOTIFY KING COUNTY METRO AT BUSSTOPPROJECTS@KINGCOUNTY.GOV, CONSTRUCTION.000RD®KINGCOUNTY.GOV, AND DAVID.KORTHALS@KINGCOUNTY.GOV AT LEAST 30 BUSINESS DAYS IN ADVANCE OF STARTING CONSTRUCTION TO COORDINATE BUS SIGN INSTALLATION. z pppp- 10 0 5 10 20 Scale 1"=10' CITY OF RENTON Planning/Building/Public Works Dept. T-423508 R-423513 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING % Michael Sippo 03/24/2023 SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 CHANNELIZATION PLAN 1,61 A • • �m DATE: 2 24 2022 'W�/'� FIELDBOOK: V♦ PAGE: DRAWING NO: C2.7 a: SHEET: 13 OF:25 W TF m a rn M w a z w RR 49i 23+00 23+50 24+00 24+50 25+00 PARK AVENUE NORTH - WEST SIDE PROFILE H: 1" = 10' V: 1"=5' SIDEWALK REPLACEMENT (57') I 45 SIDEWALK REPLACEMENT (57') N 3RD ST INTERSECTION SIDEWALK REPLACEMENT (28') SIDEWALK REPLACEMENT (15) I ........ ........ 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REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY i i T-423509 AT VERTICAL DEFLECTIONS PROVIDE LONG RADIUS SWEEPS IN ACCORDANCE WITH UTILITY PURVEYOR REQUIREMENTS. -423514 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Michael Sippo 03/24/2023 SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 GRADING, UTILITIES + PAVING PROFILE DATE: 2L�/ 04/2022 FIE PAGE: C3.0 SHEET: 14 OF, N 00 C'7 O 0 0 N N 1,61 A N 0 (0 O O O I (0 Q J W Cl) W a- m a 0 a Q z w TI' ■i TF T 0 cwj U H W W W W C0 I I 1 SIDEWALK REPLACEMENT (174') +/— TO NEAREST JOINT I ICURB & GUTTER REPLACEMENT (44') CURB & GUTTER REPLACEMENT (50') 04 �C�JLL -LL I _ _ UJ �U:0J J:U:C)J �`C�'UJ -i UJ jL1 :U J J�U,C)J �C)'U H- a'- LL i i-- a U�LLLL�F-- a*- LL� •C)Lt IL� LLLL.'�� Lt L�•�JLL.' a*-* •ULJL_ L�L.' a*-* (-)LJt L�L aJ-L�L a*-* (-)LJL_ LJL a*-* C�LJt L�L a*-.* •C�LJt L�L<•�'U a*-* JL�L.'`a*-* U�LJL_ L�L.`a*-* U�LJL L�L`a*--* •(-)LJt L�L.' a*--* ULJL_ L�L.* €€�C�''HU- a*--* U�LJL_ L�L.' a*--* •CALJL LJLirC�'U �J ULJL_ L�L.`a*--* U�LJL_ L�L. 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T-423510 AT VERTICAL DEFLECTIONS PROVIDE LONG RADIUS SWEEPS IN ACCORDANCE WITH UTILITY PURVEYOR REQUIREMENTS. -423515 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Lmichael Sippo 03/24/2023 SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 GRADING, UTILITIES + PAVING PROFILE DATE: 2LD/ 04/2022 FIE PAGE: C3.1 SHEET: OF: 15 25 A N 0 C0 O O O I C0 T Q J W a— TF 7 m a 0 a w Q z w ziKnow what's below. Call before you dig. Dial 811 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc WWW•Ipdengineering.com � + jo�-,4 s1 511�� sc TERM�`rIONAL ' NO. REVISION PARK AVENUE NORTH - WEST SIDE PROFILE H: 1" = 10' V: 1" = 5' SURVEYED: DESIGNED: DRAWN: CHECKED: BY I DATE I AP P R I APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M z pppp- 10 0 5 10 20 Scale 1"=10, 0 CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY Michael Sippo 03/24/2023 JFarah 03/27/2023 SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 GRADING, UTILITIES + PAVING PROFILE DATE: FIE2LD/ 04/2022 K. PAGE: C3.2 SHEET: 1 G OF: 25 N O C0 O O O I C0 T Q J W a— TF 7 m a w Q z w ziKnow what's below. Call before you dig. Dial 811 C`7 U W co W W co W z J Q 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc WWW•Ipdengineering.com I IN 4TH ST INTERSECTION (1 S) ............................................................................. ....... .... .............. :::::::: :::::::: ....... EX GRADE ..... EX. GRADE. 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AT VERTICAL DEFLECTIONS PROVIDE LONG RADIUS SWEEPS IN ACCORDANCE WITH UTILITY PURVEYOR REQUIREMENTS. -423517 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING' Michael Sippo 03/24/2023 SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 GRADING, UTILITIES + PAVING PROFILE DATE: 2LD/ 04/2022 FIE PAGE: C3.3 SHEET: OF: 1 25 00 0 N N A N 0 C0 0 0 0 Q J W ^ I.L CONSTRUCTION NOISE NOTES SWPPS PLAN NOTES PUGET SOUND ENERGY (PSE) NOTES CITY OF RENTON TESC NOTES 0 7 w Q Z w U_ 1. FOR ALL COMMERCIAL, MULTI -FAMILY, AND NEW SINGLE-FAMILY HOMES, CONSTRUCTION -RELATED NOISE IS ALLOWED: 7 AM TO 8 PM MON-FRI 9 AM TO 8 PM SAT, WORK ON THIS DAY IS BY CITY PERMISSION ONLY NO WORK SHALL BE PERMITTED ON SUNDAY. NO DELIVERIES SHALL BE SCHEDULED PRIOR TO 7:00 AM OR AFTER 6:00 PM. 2. CONSTRUCTION -RELATED NOISE IS NOT ALLOWED OUTSIDE OF ALLOWABLE HOURS, LEGAL HOLIDAYS, OR SUNDAYS. MOBILIZATION/STOCKPILE AREA NOTES 1. ANY EXCAVATED MATERIAL REMOVED FROM THE CONSTRUCTION SITE AND DEPOSITED ON PROPERTY WITHIN THE CITY LIMITS MUST BE DONE IN COMPLIANCE WITH A VALID CLEARING & GRADING PERMIT. LOCATIONS FOR THE MOBILIZATION AREA AND STOCKPILED MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR AT LEAST 24 HOURS IN ADVANCE OF ANY DUMPING. 2. HAULING HOURS WITHIN THE RIGHT-OF-WAY ARE RESTRICTED TO MON-FRI 8:30 - 3:30. STREET SWEEPING NOTES 1. CONTRACTOR SHALL IMMEDIATELY SWEEP THE PAVED CITY RIGHT-OF-WAY WHEN DIRT OR OTHER CONSTRUCTION RELATED DEBRIS IS DEPOSITED. DUST SUPPRESSION 1. DUST FROM CLEARING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES SHALL BE MINIMIZED AT ALL TIMES. 2. IMPERVIOUS SURFACES ON OR NEAR THE CONSTRUCTION AREA SHALL BE SWEPT, VACUUMED, OR OTHERWISE MAINTAINED TO SUPPRESS DUST ENTRAINMENT. 3. ANY DUST SUPPRESSANTS USED SHALL BE APPROVED BY THE CITY OF RENTON. PETROCHEMICAL DUST SUPPRESSANTS ARE PROHIBITED. WATERING THE SITE TO SUPPRESS DUST IS ALSO PROHIBITED UNLESS IT CAN BE DONE IN A WAY THAT KEEPS SEDIMENT OUT OF THE PUBLIC DRAINAGE SYSTEM. GENERAL NOTES 1. EXISTING CONDITIONS: A. CONTACT ALL NECESSARY UTILITY PURVEYORS TO COORDINATE UTILITY CUTOFFS AND REMOVALS. VERIFY THAT ALL APPROPRIATE SERVICES HAVE BEEN DISCONNECTED. B. CONFORM TO LOCAL GOVERNING REQUIREMENTS REGARDING NOISE CONTROL. C. MAINTAIN SAFE VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: 2. ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, ALLEYS, SIDEWALKS, AND ADJACENT FACILITIES. 3. DO NOT CLOSE OR OBSTRUCT STREETS, FIRE LANES, SIDEWALKS, ALLEYS OR PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. 4. IF REQUIRED BY GOVERNING AUTHORITIES, PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS. A. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AT POINTS OF CONNECTION PRIOR TO COMMENCING WORK ON NEW UTILITY THAT IS TO BE CONNECTED TO THE EXISTING UTILITY. COORDINATE WITH OWNER'S REPRESENTATIVE IF ACTUAL CONDITIONS ARE AT VARIANCE WITH PLANS. B. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION TO ALLOW FOR COORDINATION AND MITIGATION OF CONFLICTS WITHOUT DOWN TIME. 5. DIMENSIONS AND LAYOUTS: A. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND IS REQUIRED TO REPLACE ANY STAKES OR BENCHMARKS THAT ARE DISPLACED OR MISSING. B. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR AND CITY RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL UTILITIES AT CONTRACTOR'S OWN EXPENSE. THE CONTRACTOR IS TO NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY IF UNDERGROUND UTILITIES NOT SHOWN ON RECORD DOCUMENTS ARE ENCOUNTERED. 1. NO HAZARDOUS LIQUID PRODUCTS, INCLUDING BUT NOT LIMITED TO PETROLEUM PRODUCTS, FUEL, SOLVENTS, DETERGENTS, PAINT, PESTICIDES, CONCRETE ADMIXTURES AND FORM OILS SHALL BE STORED ON -SITE WITHOUT PRIOR APPROVAL. IF REQUESTED, THE CONTRACTOR SHALL PROVIDE FOR SPILL CONTAINMENT IN ACCORDANCE WITH KING COUNTY AND CITY OF RENTON REQUIREMENTS. CONTRACTOR SHALL PROVIDE A LIST OF THE TYPES AND SIZES OF LIQUIDS THAT WILL BE STORED/HANDLED ON SITE. CONTRACTOR WILL ALSO SHOW THE PROPOSED LOCATION FOR STORAGE ON A PROJECT SITE PLAN AND WILL PROVIDE A PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE, THE CITY AND KING COUNTY SHALL REVIEW AND APPROVE THE PLAN PRIOR TO STORAGE. 2. CONSTRUCTION WASTE SHALL BE PROMPTLY REMOVED FROM THE SITE AND SHALL NOT BE STOCKPILED. 3. NO STATIONARY FUEL TANKS SHALL BE ALLOWED. 4. FUELING OF CONSTRUCTION EQUIPMENT SHALL BE A MOBILE FUEL TRUCK AND SHALL BE ALLOWED ONLY IN PAVED AREAS. CONTRACTOR SHALL PROVIDE A PLAN FOR FUELING AREA SPILL CONTAINMENT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON WITH A PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND CITY OF RENTON, SHALL REVIEW AND APPROVE THE PLAN PRIOR TO FUELING. ALL SPILLS, CONTAINMENT, AND CLEAN UP SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THEIR OWN EXPENSE. 5. FUELING OF CONSTRUCTION EQUIPMENT SHALL ONLY BE ALLOWED DURING DAYLIGHT HOURS. 6. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EQUIPMENT THAT REQUIRES SIGNIFICANT REPAIR. MINOR REPAIRS OR MAINTENANCE MAY BE ALLOWED ON SITE IN AN APPROVED AREA. THE CONTRACTOR SHALL SUBMIT A PLAN FOR THE PROPOSED LOCATION OF VEHICLE MAINTENANCE AND REPAIR AND SHALL INDICATE THE PROPOSED METHOD OF CONTAINMENT FOR POSSIBLE LEAKING VEHICLE FLUIDS. THE CONTRACTOR SHALL ALSO PROVIDE A PLAN TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON FOR THE COLLECTION, STORAGE, AND DISPOSAL OF VEHICLE FLUIDS. THE OWNER'S REPRESENTATIVE AND CITY OF RENTON SHALL REVIEW AND APPROVE PLAN PRIOR TO ANY ON -SITE MAINTENANCE. 7. TRUCK WASHOUT SHALL NOT BE ALLOWED ON SITE. THE CONTRACTOR SHALL PROVIDE TRUCK WASHOUT OFF -SITE AT AN APPROVED AND LEGAL LOCATION. 8. CONTRACTOR SHALL PROVIDE TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON THE LOCATION OF SPILL RESPONSE MATERIALS. CONTRACTOR WILL ALSO IDENTIFY DISPOSAL METHODS FOR CONTAMINATED WATER AND SOIL AFTER A SPILL. 9. THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR POLLUTION PREVENTION, INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. 10.THE CONTRACTOR SHALL PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN MONITORING THE POLLUTION PREVENTION BMPS AND RESPONDING TO A BMP THAT NEEDS ATTENTION, INCLUDING RECORD KEEPING. 11.THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR SPILL PREVENTION, INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. 12.THE CONTRACTOR SHALL ALSO PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN MONITORING THE SPILL PREVENTION BMPS AND RESPONDING TO A SPILL INCIDENT, INCLUDING RECORD KEEPING. 6. REGULATORY REQUIREMENTS: A. COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND SAFETY REGULATIONS. IF THERE ARE ANY CONFLICTS AMONG REFERENCED STANDARDS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. B. OBTAIN ALL NECESSARY PERMITS. 7. SAFETY SYSTEMS: A. PROTECT ALL EXCAVATION IN EXCESS OF FOUR -FEET IN DEPTH WITH A SAFETY SYSTEM CONFORMING TO THE REFERENCED REQUIREMENTS. B. THE CONTRACTOR'S EXCAVATION SAFETY SYSTEM SHALL BE DESIGNED BY A QUALIFIED PERSON AND MEET THE REFERENCED REQUIREMENTS. C. ALL EXCAVATION NOT REQUIRING TRENCH SAFETY SYSTEMS SHALL ALSO MEET THE WISHA SAFETY STANDARDS AND CITY OF RENTON REQUIREMENTS. 8. EXCAVATION: A. MATERIALS NOT DESIGNATED FOR SALVAGE SHALL BE BROKEN UP, LOADED, AND LEGALLY DISPOSED OF BY THE CONTRACTOR. CARE SHALL BE TAKEN REMOVING ITEMS TO ENSURE THAT DAMAGE DOES NOT OCCUR TO THE EXISTING TREES AND IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE. ALL REMOVALS SHALL BE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAWCUT AT THE LIMITS OF REMOVAL. ALL CONCRETE WALK REMOVALS SHALL BE SAWCUT AT THE NEXT ADJACENT JOINT. ADJACENT MATERIALS DESIGNATED TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR DURING THE WORK SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. B. SPRINKLE EXCAVATED MATERIAL AND ACCESS ROADS AS NECESSARY TO LIMIT DUST TO THE LOWEST PRACTICABLE LEVEL. DO NOT USE WATER TO SUCH AN EXTENT AS TO CAUSE FLOODING, CONTAMINATED RUNOFF, OR ICING. C. IN THE EVENT THE CONTRACTOR ENCOUNTERS UTILITY LINES NOT SHOWN ON THE SITE PLAN OR OTHERWISE INDICATED TO BE SAVED, REMOVED, OR ABANDONED, THE LOCATION OF SUCH LINES SHALL BE MARKED IN THE FIELD AND THE OWNER'S REPRESENTATIVE NOTIFIED. C. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE 9. FILL MATERIALS: LOCATION STAKES. A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW FOR THIS WORK AND SHALL BE ON SITE A. IF ANY FILL IS ANTICIPATED TO BE BROUGHT TO THE SITE THE APPLICANT SHALL SUBMIT AT ALL TIMES WHEN WORK REQUIRING CONTROL IS BEING PERFORMED, TOGETHER WITH A SOURCE STATEMENT CERTIFIED BY A PROFESSIONAL ENGINEER OR GEOLOGIST LICENSED ALL NECESSARY EQUIPMENT, SUPPLIES AND INSTRUMENTS RELATED THERETO. THIS IN THE STATE OF WASHINGTON MEETING THE REQUIREMENTS OF RMC 4-4-060N.4 OR EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO THE OWNER PROVIDE DOCUMENTATION THAT FILL WILL BE OBTAINED FROM A WASHINGTON STATE OR OWNER'S REPRESENTATIVE, FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYING DEPARTMENT OF TRANSPORTATION (WSDOT) APPROVED SOURCE AS ALLOWED BY RMC THE ACCURACY OF WORK ON THE SITE. 4-4-060N.4.G. � Know what's below. � Call before you dig. Dial 811 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f, 206.973.5344 engineering pllc www•lpdengineering.com I o f as///+ .O W r121�44j'NAL ° �11 REVISION 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH THE PSE PROJECT MANAGER, CITY OF RENTON, AND RENTON SCHOOL DISTRICT, PRIOR TO STARTING ANY SITE WORK. 2. CROSSINGS IN RIGHT-OF-WAY MUST BE SCHEDULED WITH PSE PROJECT MANAGER PRIOR TO CONSTRUCTION. 3. PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON -SITE DURING CONSTRUCTION WORK IN RIGHT-OF-WAY. 4. EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT-OF-WAY. 5. PROVIDE 4 FEET BY 4 FEET WORK PIT AT CONNECTIONS TO NEW OR EXISTING PSE INFRASTRUCTURE. 6. PROVIDE SCHEDULE 80 CONDUITS 7. PROVIDE AND INSTALL 3/8" NON -POLY PULL ROPE IN ALL OF THE CONDUITS. 8. JOB SITE NEEDS TO BE 100 PERCENT READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO CONSTRUCTION DATE. 9. WORK IN THE RIGHT-OF-WAY MUST BE COORDINATED WITH PSE PROJECT MANAGER AND CITY OF RENTON.. 10.TRENCH AND LOCAL ELECTRICAL MUNICIPALITIES AKA I&I, CITY OF RENTON", INSPECTIONS MUST BE COMPLETED 5 BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE. 11.CONTRACTOR SHALL OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS AND TRENCHES. 12.EXCAVATION EQUIPMENT SHALL BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE BACKFILLING. 13.ADDITIONAL FEES WILL BE APPLIED TO ADDITIONAL INSPECTIONS BEYOND THE FIRST INSPECTION. B. ALL MATERIAL WHICH IS PROPOSED TO BE USED AS FILL, BEDDING OR BACKFILL SHALL BE GRADED AND TESTED FOR MOISTURE CONTENT AND COMPACTABILITY. GRADATION AND TEST RESULTS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. SEE SPECIFICATIONS FOR INFORMATION AND RESTRICTIONS ON THE USE OF RECYCLED MATERIAL AS FILL. C. MATERIAL USED IN FILLING SHALL BE APPROPRIATE TO THE SITE AND THE INTENDED USE OF THAT PORTION OF THE SITE. D. TOPSOIL SHALL NOT BE USED AS A FILL MATERIAL. E. NO FROZEN OR THAWING MATERIAL SHALL BE USED IN A FILL. F. COMMON FILL MATERIAL SHALL CONSIST OF ON -SITE EXCAVATED SOILS FREE OF ORGANIC AND DELETERIOUS MATERIAL AND OF SUCH SIZE AND GRADATION THAT THE SPECIFIED COMPACTION CAN BE READILY ATTAINED. THE MOISTURE OF COMMON FILL MATERIAL AT THE TIME OF PLACEMENT SHALL BE WITHIN A RANGE OF ONE PERCENT ABOVE TO TWO PERCENT BELOW THE OPTIMUM MOISTURE CONTENT FOR COMPACTION. G. GRAVEL BORROW: PER SECTION 9-03.14(1) OF WSDOT. H. STRUCTURAL FILL SHALL BE NON -ORGANIC SOIL, ACCEPTABLE TO THE OWNER'S REPRESENTATIVE, PLACED IN MAXIMUM 8-INCH LOOSE LIFTS, WITH EACH LIFT BEING COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY USING ASTM:D 1557. STRUCTURAL FILL SHALL BE PLACED AND COMPACTED WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT. 10. COMPACTION: REQUIRED COMPACTION: COMPACT FILLS AND BACKFILLS TO THE FOLLOWING MINIMUM RELATIVE COMPACTION (PERCENTAGE OF MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557). LOCATIONS UTILITY TRENCHES: UNDER WALKS AND PAVING: AGAINST WALLS: PLANTING AND LANDSCAPE AREAS: OTHER: 11. FIELD QUALITY CONTROL: REQUIRED MINIMUM RELATIVE COMPACTION 95% 95% 90% 85% 95% A. THE OWNER'S TESTING AGENCY SHALL PERFORM TESTING. THE OWNER'S TESTING IS ONLY TO VERIFY CONFORMANCE WITH THE PROJECT PLANS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT THE WORK MEETS THE REQUIREMENTS OF THE SPECIFICATIONS AND THE CITY OF RENTON. SURVEYED: SCALE: DESIGNED: DRAWN: CHECKED: BY I DATE I APPR I APPROVED: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 3. 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. 4. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES 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 PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 6. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 9. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 10. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 11. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 12. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. 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. 13. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 14. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW CITY OF RENTON Planning/Building/Public Works Dept. T-423513 R-423518 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Michael Sippo 03/24/2023 SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 NOTES N 00 0 0 0 N • • N 0 co 0 0 0 1 (0 T Q J DATE: 2 24 2022 'W�/'� FIELDBOOK: V♦ PAGE: DRAWING NO: C4.0 a: SHEET: 18 25 OF: W 10- U 'C c 0 c d .o a U n a N LO BFENIT[E2 /8"R X 5/B"D DUMMY JOINT eEENl71'E2 N , 6" _ CEMENT CONCRETE 61 RAISED EDGE DETAIL 1"0* S SIDEWALK FACE OF CURB LEVEL 112 NOTES: 1!2" R. 1" R SIDEWALK RAMP r0 EXTEND SIDEWALK TRANSVERSE 1'- D' 1' - 0' y9' (IN) PREMOLDED JOINT FILLER 6 12"� OR LANDING 2' - 0� Z' - D" W'ON) R JOINTS TO INCLUDE RAISED EDGE /TFYPR1CC.ULwHDERE APPLICABLE v VARIES L ROU DING j _ 1 12• (IN) R (TYP.) 1. Not used. FROM I OATA LS _51/2: _,„ 6" TO 0 � P' � ► •'• . � �; 1sx SEE STD PLAN 101 2. All ramp and landing edges shall be separately formed. 12" R 1' R , 24 6^ " r (N) R , , .. ��P ,• . .• , .� ? a; . r= STING ROADWAY 3. Utilities structures that must remain are to be made nonslip or non-skid. O �, . • • 0 ••• CRUSHED ROCK BAS 1 - - - .' ems,+� j i 4. Utilities structures such as vaults and junction boxes shall not be located In the Pedestrian Access Route (PAR) of the 1 L l TOP OF SEE RAISED EDGE ------ Pedestrian Circulation Route. • io 1/2' R. ROADWAY 3/8"PREMOLDED - 1 0' SIDEWALK DETAIL -THIS SHE TYPICAL UNDER CRUSHED SURFACING TOP COURSE (CSTC) Q JOINT FILLER I i SIDEWALK OMPACT TO 95% MODIFIED PROCTOR 5. Drainage appurtenances, such as manholes, catch basins, etc, shall not be located in fife PAR. These should be located f - SLOPES MIN. (UNLESS REQUIREMENT WAIVED BY in the street or the buffer strip. N WITH RAISED EDGE ENGINEER)TYPICAL UNDER ALL CURB, CEMENT CONCRETE y� 1 ,2tINIR.(TYP•1 GUTTER& SIDEWALK CSTC UNDER 6, Accessible pedestrian access shall be provided for during construction. l L CURB &GUTTER TO BE 6 THICKNESS OR 2.0% 1 FOR CURB DETAILS W PEDESTRIAN CURB I I 1.5% MATCH EXISTING ROADWAY CRUSHED ROCK N T D AT SIDEWALK RAMPS AND LANDINGS ,� YS� SEE STD PLAN 10t 00 0a� ` BASE, WHICHEVER IS GREATER FOR AH' • •• • •• It'{ ALL 13 a G &GUTTER). 1'-6' 1 3/8- PREMOLDED JOINT FILLER (TYP) I _ I CEMENhCONCREIE rU' FINISHED GRADE 1• (IN) BELOW `^ 2'-0„ SIDEWALK 1 TOP OF CONCRETE SURFACE FACE OF ADJACENT CURD L - - -_ J CURSMID OtllTEfi CEMENT CONCRETE 612„ _ ADJACENT TO CURB MIN TRAFFIC CURB AND GUTTER S' A 5' , -o , -o 117 IN R. O ROV DING FOR CURB DETAILS SEE DEPRESSED CURB DETAIL THIS SHEET ( ) �t,5% _ SEE STD PLAN 101 FACE OF ADJACENT CURB 1.24 a • •• PLAN VIEWTOP OF - TE 6 12"-_ FLUSH WITH GUTTER r 1 1" 12' R. ROADWAY I CURB C� BLIP OR]DGE OR PEDESTRIAN � tc s� LING PAN AT SIDEWALK 2" j� M ADJACENT TO CURB N RAMP ENTRANCE ( I FOR CURB DETAILS (STEEP FILL SLOPES) U BARRIER -SEE SIDEWALK SEE STD PLAN 101. 1:12 1:24 L TOP OF � fi 1 2" 13' CONTRACT PLANS -WALL OR BARRIER 12' R. ROADWAY r 5 , 2" 1• (1.O B') i 1rY (IN) R. (TYP.) / SIDEWALK 1' - 6" 1" R. MATCH (N FRAME URa AND OI,(PTHi �rITQA Ill � FLUSH 1.55%-a 1/2" R. ROADWAY I DEPRESSED CURB SECTION W )' ' • 3" � � TOP OF VERTICAL WALL - � , • . to RC•CEF�9 ROADWAY SEE DETAIL AT RESIDENTIAL DRIVEWAYS ONLY. ° .. I t" R 7tY 9 8' (IN) PREMOLDED 7' JOINT FILLER r FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 N - -- -- ADJACENT TO CURB AND RAILING OR WALL is IN 1' - 6" n • PREMOLDED FOR SIDE - • - I JOINT FILLER DEPRESSED CURB SECTION FACE OF CURB n • v n 4; TREATMENT SEE EENTR- SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL AT SIDEWALK RAMPS • ti ' v .'• ' AWU$TMENT SECTION- NOT INtXA1DEI? SIDEWALK (SEE NOTE 10) IN CURB AND CUTTER BID TEEM SECTIONS 1 'YP'N)R.. • 1.5% 1.5% MIN. SEE STD PLAN 01FOR CURB 5 IN SH 3/8' 1" R. DITCH BASIN -NOT 24OLLMO \���'P• ,`\ ,�:�L''.'��'� , OR MATCH BROOMED FEXISTING N FACE OF ADJACENT CURB I ( TOP OF • • IN CURB ANO3UTTER BIDREM Qr a'MADE SMOOTH �� `o ROADWAY _ S © TROWELED PERIMETER • p • • GLITTER SURFACE f • •' b . > FINISHED GRADE V (IN) BELOW TOP OF CONCRETE 16 B. sr r SURFACE FOR PLANTINGLO -FLVSH IF PAYED Qr - I •• t+ • ,• 'I i • �TO •[ - !, 1Q' S" O \ CEMENT CONCRETE CURB N • i `� / \\ 5 (CURB CURB GUTTER SHOWN) ADJACENT TO BUFFER STRIP FOR DURB AN AILS 101 SECTION lO .,r ..:�_` � �{ SEE STD PLAN 01 PREMOUDED O JOINT FELLER 1 / O E FULL -DEPTH 1'R. 81/4" GENERAL NOTES: , / tS'"� EXPANSION JOINT :% / I � > i va• ro Ira• 1„ R i . The Intent of this design Into facilitate the removal' � ; NOTES �-, Z��/ � CEMENT CONCRETE of a catch basin With minimal Sedurbance 1. Fourfeet of the sidewalk Mdth shall (J i' coNTRAcnoH JOINT j TRAFFIC CURB Of the curb. bethe minimum pedestrian IN SIDEWALK ONLY j �t�2'r'• accessible route LPARy free of vertical , ► • �.� k Q . and horizontal obstructions. Gratings, ►' • A 2. The expansion joints of the:: i' Access Covers, Junction Boxes, FULL -DEPTH EXPANSIONJD N....... �y � / _ Cable Vaults, Pull Boxes and other �� CURB AND SIDEWALK (SEE STD PLAN 101.1) DEPRESSED CURB DETAIL adjacent sldewalkshall i .,I (' sy . appurtenances within the sidewalk o ya' C CONTRACTION JOINT AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS beadjuStsd t0 be In - must be flush with surface, and match `v�� line With these curb <r/ /, " IfI F • grade of the sidewalk. JOINT AND FINISH 1 expansion Joints. DETAIL 2. Monolithic Cement Concrete Curb and ~ Sidewalk is not permitted in new For other referenced NOTES see ► •'! �?� o . GENERAL NOTES: �' - • �(' construction. When replacement I STD PLAN 104,2, _. 1. See standard tans 102 and 101.1 for curb expansion and contraction joint spacing. -( .`+,,_,�` r� necessitates a Monolithic Cement SM. PLAN - 102.1 P P P g' - PREMOLDE •' \ IS%4ET'i!tiC VIEW Standard Pia F-30. 0-03. T G 2. Expansion joint shall befull depth, 3/6"(in.)prem0ldedjoint filler. ,' ' I Standard PlanF-30.10-03. JOINTFlLLER PUBLIC WORKS UTILITY PLACEMENT IN P)'F:( •ID / Paved LAN 10s 1 must applicable, le, E FULL -DEPTH ` � ' DEPARTMENT CEMENT CONCRETE SIDEWALK 3. For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 104.2 ri 3. Concrete to be4,000 P51. STD PLAN 102.1 as applicable. EXPANSION JOINT ITT]]] • NTS STD. PLAN - 1D1. PLAN -101.1• PLAN - 1D2 COR STD PLAN 1021 - UTILITY PLACEMENT IN CEMENT CONCRETE SIDEWALK • PUBLIC WORKS O CEMENT CONCRETE CURB • PUBLIC WORKS CEMENT CONCRETE , CEMENT CONCRETE CURBS it PUBLIC IVORKS PRO D: :7 ,i'' DEPARTMENT ♦ ♦ INSTALLATION AT DEPARTMENT SIDEWALK 1 •` DEPARTMENT CATCH BASINS *DA- . / �! I! 1 �, �' 7 71 N 23 COR STD PLAN 101 - CEMENT CONCRETE CURBS COR STD PLAN 101.1 - CONCRETE CURB INSTALLATION AT CATCH BASINS COR STD PLAN 102 - CEMENT CONCRETE SIDEWALK c0 VARIES: 4.5' MIN. O LANE LINE _ MARKING SAWCUT AFTER BACKFILL O 1' 1' VARIES 1' 1' I(� DEPTH OF EXISTING PAVEMENT ' I MIN MIN � MIN I MIN _ SPECIAL NOTE: - �- D y _ 2' - 6" HMA EDGE OF PAVEMENT, EDGE _ IN THE EVENT TRANSVERSE PATCHES EXIST) (SEE NOTE 2) 1' - 1' OF CURB & GUTTER OR «,RBAoUMR Tr WITHIN THE AFFECTED STREET THE LENGTH MIN. MIN. CENTER OF LANE MARKING .I (BEE NOTE 3) INCLUDE THE EPATCH Y EXISTING PATCH ENDEDWITHIN TO _ - FEET is OF THE EDGE OF THE PATCH REQUIRED i 2" HMA SEE NOTE 2 FOR T ) HE NE W CRO SSING AND D ANY 11, l 6" CRUSHED SURFACING TOP COURSE SUBSEQUENT N Q PATCH EDGE WITHIN 10 FEET ' _ / EXISTING ASPHALT - NEW CURB r OF THE EDGE OF THE SECOND PATCH AND (CSTC) A 03.9(3)) PER EDWSDOT STANDARD �- 2.O MIN. PAVEMENT &GUTTER CONCRETE � Ct/rt't,K117iR� SO ON UP TO A TOTAL OF 300 FEEL ( FACE OF GUTTER OR 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95% (SEE NOTE z) / te�eernaaN�n q EDGE OF PAVEMENT OR PLANE, SEAL WITH MODIFIED PROCTOR I I AR-4000W SIDEWWALK 1 f,. i,. / \ � •- �,,'� � I II� li - CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL • ` / TyPE(�_ER Igpy�R(OtrEyy 1 t WSDOT ISTANDARD LSPEECFIICAOW TIONSS3OR(N)ATE TRAFFIC FLOW MATERIAL IF APPROVED IN WRITING BY ENGINEER (COIAAAERpAt.WRH9UREw BASED ON GEOTECH REPORT, COMPACTED TO SAWCUT i.' WIDTH OF TRENCH AS REQUIRED BY SIZE OF0 95% MODIFIED PROCTOR. (SEE NOTE 2) 2 HMA I I PROPOSED IMPROVEMENT (SEE WSDOT - CENTER LINE OR STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS LANE LINE I ALLOWANCE FOR ANY SHORING, SHORING, IF n NOTES 2" TO 8" HMA REQUIRED BY THE IWSDOTMPROVEMENT STANDARD SPECIFICATIONS ., I "I NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: 1. Wren addvewsywidth exceeds 15feet, con>�UUdafull depth � WSDOT STANDARD SPECIFICATION 7-08.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 expansion joint with 3/8' joint filler a" the d lame 141es FAMCFCLM • -� aeQeBlreeseccwrcFTu * FOR SANITARY SEWER, PER STD PLAN 405 see aid. 1 Construct expansion joints lei with the se { P � >� � ® FOR JOINT UTILITY TRENCH SAND WITH 95% oertterflne as required at 15 maximum spacing when driveway earttrtettaMaowr Sur CON TRENCH WIDTH PASSING A 4 SIEVE AND LESS THAN 5% PASSING • . widths exceed 30'. aT0 Rllrl let i t! . T 7Oa Or A #200 SIEVE b' - t� R 40ACL,'AY 2. See Eild. plan 102 for skkrAmk datells. j t - - "� % / 6.5' MIN. NOTES: I• 3. Curb and gutter shown, other curb designs may be specified. ' • 1 2" DEPTH OF See aid. plan 101 for curb delNls. i ' . t(r PLANING OR SAWCUT AND REMOVE 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED F - _ • • TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND 4. Not used. , _ --1 FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH ,'-r •t'-r ••..,� VARIES: 6.5' MIN. ---- USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. ARTERIAL STREET MINIMUM 5. The engineer will design all driveways bInclude elevetlonsatall NDTtMVla1"NULamr)' ALoPAWON DEPTH OF EXISTING PAVEMENT / / ��ed JtiNtaslelLLWRALoe.�T, 2. PRINCIPAL MINOR COLLECTOR, ARTERIAL, &INDUSTRIAL ACCESS STREETS -MATERIAL AND THICKNESS 7" HMA Or ACP Class 6 pout symttol'X'. AllObvationssreaflhebadLOf 1 1' 1' 1' SHALL BE HMA CIE PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". ( ) - curb top Off uphill side. OMONfx.rIH1C CUR880U(IER DEI AIL. MIN I MIN �VARIES� MIN I MIN (SEE NOTE 1), OVER 6" CRUSHED ROCK 6. Not used. RESIDENTIAL ACCESS STREETS - HMA CIE i„ PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion Joints (see aid. plan 102) shell be 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR spaoadasshown Inthe corresponding Isometric view. 2" SAWCUT AND REMOVE SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & OR PLANE, SEAL WITH 2' - 6" MIN. HMA (SEE NOTE 2) GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND RESIDENTIAL STREET MINIMUM AR-4000W 4" HMA (or ACP Class B) 8 Slop 3 of the R sedDrGuidelines Gnde etfor rR3032AcoeuiblPublic FACEDFA0.1ACEhTGU� 1• (EACH SIDE) I OVERLAID WITH HMA. (SEE NOTE 1) OVER Rights-of-WsyefNovembcr23,2005 (PROWAG). - 6" CRUSHED SURFACING TOP COURSE (CSTC) 6" CRUSHED ROCK i 2" HMA (9-03.9(3)) PER WSDOT STANDARD 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE r SPECIFICATIONS, COMPACTED TO 95% MODIFIED REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 9. Curb retums for any Type GMAT( Driveway may be approved an PROCTOR. acaee-bycasebasis. >s 1.0./y-�B�� SAWCUT AFTER BACKFILL 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL (EACH SIDE) BE REPLACED TO MEET ADA STANDARDS. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL 10. STREET STANDARDS -Renton Munldpal Code (RMC) �- �• R / STD. PLAN - 110.1 • - (9-03.19), GRAVEL BORROW (9-03.14(1)) PER TYPICAL LONGITUDINAL PATCH TMeIVDevelopmentRegulations .% WSDOT STANDARD SPECIFICATIONS OR NATIVE • PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR NOTES: - MATERIAL IF APPROVED IN WRITING BY ENGINEER DEPARTMENT CWIPTER6STREEfANDUTIIJTYSfANDAfl05 BASED ON GEOTECH REPORT, COMPACTED TO 95% RIGID PAVEMENT WITH OVERLAY 1. MUST MATCH EXISTING THICKNESS IF GREATER. Section 4-"60 STREET STANDARDS DEPRESSED CURB DETAIL MODIFIED PROCTOR. ATRESIDENT4LLORCOM6ERC2ALDRIVEWAYS. AND ALLEYS WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED 1 NTS 2. SAWCUT SHALL BE POSITIONED 1' D" BEYOND EDGE OF DRNEWAYSTANDARD3� RentonMuNclpslPode(RMCy IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) COR STD PLAN 110.1 - TYP LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT DAMAGED PAVEMENT. Titre IV Development Regulations Driveway Example: TYPE C1B PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF 8 ill I NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PIPE ZONE BEDDING. MATERIAL- SEE STANDARD CHY-VADE Number ofLwi - - _ PLAN 110.1. R-423519 3. THE INTENT OF THIS DESIGN IS 70 DESCRIBE PAVEMENT STANDARD SPECIFICATION 7-08.3(1)B Cfl'Y-WIDE PROPERTY DEVELOPMENT STANDARDS rilrrltlydlrxa, PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN TRENCH WIDTH FOR CEMENT CONCRETE CURBS, Section 4-4-M PARKING, LOADING AND DRIVEWAY (ma's Lan.canvrlen a l REGULATIONS a'B"s"(wmmg Si aiwk-NO BLOW - - ---- - --------- FOR NOTES, SEE STANDARD PLAN 110.1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS s1v. It'LAlti - 104.2 _ PUBLIC WORKS CEMENT CONCRETE DRIVEWAY P STD. PLAN - 110 DEPARTMEN ENTRANCES - NOTES AND DETAILS • PUBLIC WORKS TYPICAL TRANSVERSE PATCH FOR STD. PLAN - 103 Rw104454 �7� FLEXIBLE PAVEMENT OR RIGID I'jto DEVELOPMENT ENGINEERING DEPARTMENT n� + PUBLIC WORKS CURB AND GUTTER PPRO D: PAVEMENT WITH OVERLAY -_R Michael Sippo 03/24/2023 DEPARTMENT REPLACEMENT DETAIL Z 'PLO ATE COR STD PLAN 103 - CURB AND GUTTER REPLACEMENT DETAIL 5 PLAN 104.2 - CEMENT CONCRETE DRIVEWAY ENTRANCES 6 COR STD PLAN 110 - TYP TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT 7 4 �SURVEYED: SCALE: CITY 0 F SARTORI ELEMENTARY SCHOOL DATE: W Know what's below. 1932 First Ave � �o � HORIZONTAL: � ;9B� ;9g, / 2 24 2022 � suite 201 � �, DESIGNED: URI 315 GARDEN AVE N FIELDBOOK: v♦ Call before you dig. / Seattle, WA 98101 � DRAWN: R E N TO N PAGE: Y g p. 206.725.1211 - ww ONE INCH RENTON, WA 98057 DRAWING N0: 21 5121 f. 206.973.5344 �o �� �� CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works De t Dial 811 ��SSIONAL �~ 023 IF NOT ONE INCH p DETAILS AND NOTES C 4.1 engineering pIIC www.lpdengineering.com 2 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET, 19 OF,25 W M N O Cq N O / U 0 c d w U n TF a 00 1 { o 1. ANE ] I ANE 1 LANE I I' 1 1 I , _..... ......... ....................f I 1 1 1 I I { t { . I INITIAL 2" DEEP SAWCUT OR GRIND, AND I f LIMIT OF FINAL OVERLAY. GRIND AND PAVE { } / FULL STREET WIDTH OVERLAY REQUIRED. 1 r I I { � I I It o { tI 0 !, U ,f 1 � I , I { tr 1 I/ } EDGE OF EXISTING PAVEMENT 1 I J t{ 1 7 I EDGE OF TRAVELED LANE (EDGE STRIPE) { L VARIES: 4.5' MIN. (SEE STD PLAN 110.1) � 1 { CENTER OF ANY MARKED LANE LINE, PROVIDE NEW CHANNELIZATION AFTER OVERLAY , I ' I / 1 SECONDARY FULL DEPTH SAWCUT FOR r { PROPOSED TRENCH I INITIAL 2" DEEP SAWCUT OR GRIND, AND LIMIT OF FINAL OVERLAY. GRIND AND PAVE FULL STREET WIDTH OVERLAY REQUIRED I 0 LANE LANE LANE I FOR TYPICAL SECTION 110.1 AND NOTES SEE STANDARD PLAN STD. PLAN - 110.2 PUBLIC WORKS REQUIRED SAWCUT, GRIND AND \PPR' '1 DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES M ETING WSDOT STANDARD SPECIFICATION GUTTER 9-07.6. 3. WHEN THE PCC PANEL IS LESS THAN 8" SECTION A -A SECTION B-8 IN THICKNESS #5 TIE BARS X 30" SHALL BE USED. FOR TRANSVERSE JOINTS TIE SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS BARS SHALL BE ON 36' CENTERS WITH NO LESS THAN 2 BARS PER SIDE ON SMALL REPAIRS OR REPLACEMENT PANELS. 4. TIE BARS AND CORROSION -RESISTANT DOWEL BARS SHALL BE PLACED IN ACCORDANCE WITH WSDOT STANDARD GENERAL NOTES: SPECIFICATION 5-05.3(10). JO'.NTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL 5. DOWELS SHALL NOT BE USED WHEN PCC NOT BE LESS THAN 3/16• IN THICKNESS AND SHALL BE EXTENDED 2- BELOW THE GUTTER LINE. 1/2' PANEL IS LESS THAN 5" IN THICKNESS. THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1' BELOW CONCRETE. 6. NEW PCC PANEL SHALL MATCH WHERE THE SIDEWALK 15 TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD THICKNESS OF EXISTING CONCRETE JOINT. 1/2'X 5° EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. PAVEMENT. 1/2•X4- EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REDUIREMENTS OF CLASS 8 (3/4•) WITH AIR 7. FULL PCC PANEL REPLACEMENT IS NOT ENTRAINMENT. �"C Y p PAVEMENT MARKING NOTES REQUIRED WHEN OVERLAID WITH ASPHALT Cr - 1O9 PAVEMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH. �. ,� PUBLIC WORKS �p F'pi�' SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). TYPICAL SIDEWALK p� DEPARTMENT Ma in r aS1lUCii1 1/5/20Z0 ICY p ADOPTED FN10 8B8181FD98R119D_ DATE TYPICAL PATCH FOR RIGID STD. PLAN - 111 �• CITY OF RENTON PUBLIC WORKS PAVEMENT WITHOUT ASPHALT STANDARD PLANS NITS DEPARTMENT CONCRETE OVERLAY 10- LST DATE:04/04 COR STD PLAN 109 - PAVEMENT MARKING NOTES _ �......., nwr. NAMF- Fnn7 CQ PA(F Fnn7 NT 3 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929, MUELLER COR STD PLAN 110.2 - REQUIRED SAWCUT GRIND AND OVERLAYS COR STD PLAN 111 - TYP PATCH FOR RIGID PAVEMENT WITHOUT ASPHALTS COR STD PLAN F007 - TYP SIDEWALK SUPER CENTURION LUGS. AND 4" MAIN US PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" 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. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 9-8" CONC UNE 8" 4" SQUARE 4 1/2" 4.875" x 5' 7'-0'5x5'x6° THICK CONCRETE PAD AROUND STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG s'-e" SHELTER LEG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. 1'-a" V-a' - _ �_ STANDARD 8" TOP SECTION WITH REGULAR BASE 4" SQUARE ° STEM Wa HYDRANT. FINISH TO MATCH SIDEWALK. SHELTER ;T� °EXPANSION JOINT ATSECTION LENGTH TO FIT. VALVE NUT EXTENSION i/4•caNcnErF°"['7. Oo° BACK OF SIDEWALKAS REQUIRED. �eSfORE LNJE (TYP). -� d - 7/4"4CONCREfE • UFER GROUNDING a,CURB LANE LANE LANE CURB LANE QDRE N :(� U ER GROUNDINGEPER D111 S UBUP CONCRETE SIDEWALK RAISED 4 ° ° Dn1 SIUBUP LOILOCATION FOR B30' STIMSONIIP EVTWO-WAYRBUE TREFLECTIVE _ FOR B-SERIES FOTILOSERIESATI FoFOR E �OR PLANTING STRIP•e EXCEPT FOR THBa p 5 :° q SERIES FOOTINGS CENTER CENTER --- ---- C7 e 4T --- TYPICAL LEG DETAIL TYPICAL LEG DETAIL IN IN ® CORNER FOR B-SERIES FOOTING ® CORNER FOR B30 > 36" MIN LANE LANE (EXCEPT B30 SERIES) SERIES FOOTING COVER CONCRETE BLOCKING B21 FOOTING DETAIL 5 eA �1 I F - - '��} 4eftLT e9 ° SCALE: NONE ___ TYPICAL LEG DETAILS OR B SERIES FOOTINGS 8 I I III H Ili I I 7 ,(7.. ___ SCALE: NONE ___ O ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK 1/2"X4" EXPANSION MATERIAL MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT 1/4"R AT JOINTS INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PORTLAND CEMENT CONCRETE (PCC) SHALL MEET THE MATERIAL AND CONSTRUCTION REQUIREMENTS OF WSDOT 1/2"X4" EXPANSION MATERIAL GEM. CONIC. CURB AND GUTTER M-3.10-04 LEFT TURN CHANNELIZATION STANDARD SPECIFICATION 5-05 1/4"R AT J01NTS M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS SAW CUT SHALL BE VERTICAL - M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LINES M-3.40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION M-3.50-03 DOUBLE LEFT TURN CHANNELIZATION AN IN STRAIGHT LINES SCORE LINES TO TT RADIAL A W M-5.10-03 RIGHT TURN CHANNELIZATION TO CURB AND GUTTER i •' EXISTING CONCRETE + �• W M-9.50-02 BICYCLE LANE SYMBOL LAYOUT II PAVEMENT M-9.60-00 SHARED - USE PATH MARKINGS 1/2"X4" EXPANSION MATERIAL M-11.10-03 RAILROAD CROSSING LAYOUT � SEE NOTES BELOW 1/4"R AT JOINTS SCORE LINES M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS M-20.10-03 LONGITUDINAL MARKING PATTERNS SEE WSDOT STANDARD 9 M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES SPECIFICATION 5-01.3(6) 6" I,1P' i _ _ M-24.20-02 SYMBOL MARKINGS -" TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS AND NOTES BELOW MIN. M-24.40-02 SYMBOL MARKINGS -• TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS 12• 6" MIN. "W"-WIDTH OF SIDEWALK ---- M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS EXISTING COMPACTED BASE I ---- SIDE OF TRENCH 12 MIN. LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE SIDE OF TRENCH (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. CSTC. BANK RUN GRAVEL FOR TRENCH BACKFILL A COMPACTED CRUSHED SURFACING (9-03.9(3)), GRAVEL BORROW (9-03.14(,)) PER PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE WSDOT STANDARD SPECIFICATIONS OR NATIVE TOP COURSE. (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. MATERILA IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN 3M 50/50 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL. 1/2"X5" EXPANSION MATERIAL CURB RETURN LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR 1/4"/FT. SLOPE ONLY /2"R 1/4"/FT. SLOPE UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PANEL REPLACEMENT DETERMINATION NOTES: 1/2"R 4" �1/2"R PAVEMENT AS PER PLANS LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL FULL CEMENT CONCRETE PANEL REPLACEMENT: ,• TRANSVERSE JOINTS FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL FOR CEMENT CONCRETE SURFACE STREETS, THE ON CENTER ERM. x IN WSOO DOWEL Bags -_ ON CENTER MEETING wsoor STANDARD = - FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W/RAISED PAVEMENT MARKERS. MINIMUM RESTORATION SHALL BE FULL PANEL SPECIFICATION 9-07.5. 1T REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING 4" PAVEMENT AS PER PLANS II CONDITIONS EXIST: 2. LONGITUDINAL JOINTS PARKWAY) STANDARD CEM. PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE N5 TIE BARS X 30" 0 36" ON CENTER STANDARD CEM. CONC. CONIC. CURB AND LESS THAN 50° F. E CURB AND GUTTER CONDITIONS ADDITIONAL REQUIREMENTS ALL BUS ROUTES ALL INTERSECTIONS PLUS ONE PANEL BEYOND THE CURB RETURN 40% OR GREATER OF EXISTING PANEL REMOVAL EXCELLENT CONDITION (BASED ON VISUAL AND/OR NON -DESTRUCTION TESTING PRINCIPAL, MINOR, COLLECTOR ARTERIALS AND ALL STREETS IN CBD WITHOUT BUS ROUTES to' ` B11 FOOTING DETAIL rT1 SCALE: NONE --- 1'-4" 7'-0' V-4^ 7•-0" 1' 4" 4/4"4L%NCRETE4 4'< a SCORE LINE jTYF) 1'-4" 7'-0" 1 P-4^ 7'-0' r-a" ° [7'- P/4"CO4CPIf7E° e;,Cl e - 4 57• 4 SCORE LINE (TYP) 4. .. e <4^ , °44, 1 a 4. CONCRETE THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. y 6" 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 V 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' RADIUSRADIUS 5-0" 8• 0° $'-0" ` 2'-B• FOR F50 AND F30 FRAMES. ? SWE AS "S" FOR OTHER FRAMES GENERAL NOTES: 812 FOOTING DETAIL r31 TIRE TIRE TIRE TIRE SCALE: NONE --- m<i A a A "'1" INDICATES AREAS FOR FUTURE SHELTER LEGS AVOID , ONE MAN ROCK o�0 4 ° D108 PLACING REINFORCEMENT IN THESE AREAS o6Li TRACKS TRACKS TRACKS TRACKS z-B3 b9 0 2 FOR SITES WITH SLOPES LE55 THAN 0 5% IN 'A' DIMENSION,g V-4" 4'-4" V_4' 4'-4" V-4" GR°EAINCREASE DIMENSION AT MIDDLE OF FOOTING BY 1" TO71° (TYP.) ASSURE PROPER DRAINAGE OF SURFACE WATER.`6" CONCRETE PAD ,. P 3. JOINT PER DET 3/D1G1 TO ISOLATE EDGES FROM 6" CONCRETE PAD L [7 [] PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES. __ a �, m o , •SEE NOTE T 4. WHEN USING B-32 FOOTING WITH DOUBLE FRAMES, USE A 2 , a o LONGER BEARING SHOE TO SUPPORT THE FRONT MIDDLE LEG 1/4" 004CRE4 �� (BY METRO). * TYPICAL 4-LANE ROADWAY CONFIGURATION SCORE TINE (bP) B30 SERIES FOOTING DETAIL 5. SEE GET D111 FOR CONDUIT AND GROUNDING WIRE. CUT FI LL 4. • • SCALE: NONE --- € GRADE NON -PAVED 6. FOOTINGS SHALL BE PLACED TO ENSURE THE SHELTER IS A C ° SURFACES To 3" 'A' (SEE TABLE THIS SHEET) MINIMUM THREE FEET FROM FACE OF CURB TO THE VERTICAL C S BELOW BACK AND * NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. , F ea BIDEBT° KEEP SOILS SITES EDATSOME STRUCTURE; WHICH INCLUDES THE CANTILEVER OVERHANG HYDRANT LOCATION IN CUT OR FILL ° ° 4' y " AWAY FROM FOOTING REQU (NotE 2) PIACE FOOTING LEVEL AND EDGE OF THE SHELTER IF PLACED REVERSE TO CURB. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND 4 (N PAVED0SURFACES 7, GB30RADES SERIES FOR USE WITH STEM WALL IN AREAS WITH RUNNING ° " ° - '_ _____ GRADES OF 6% OR GREATER. IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON 9 A AEI ------ a'• r --- -III III -II - _ STD. PLAN - 310.1 THE THERMOPLASTIC/PAINT. t " III III M_JJI �111=I 1 III=11 '/Z" • PUBLIC WORKS FIRE HYDRANT ASSEMBLY -I�IIL,II1- ' R - - -- -.- -- A5 REBARS 0 1r O.C.EACH WAY, - "�� . • DEPARTMENT _ FOR 14" THICK SLAB MARCH %i010 O� •i 7 ❑ - ,El ba REanRs. 16^ O.C.EACH wnY. �E�, e• FOR T 1/2THICK SINS LONGITUDINAL SECTION n NITS B13 FOOTING DETAIL �41 SCALE: NONE SCALE: NONE FIRE HYDRANT ASSEMBLY � swxeo 1 KCMT 2021.2022 STANDARD DETAILS METRO TRANSIT CAPITAL DIVISION 0512022 S • TRANSIT PASSENGER FACILIITES - IMPROVEMENTS King CountyW-423503 T-423514 R-423520 STANDARD SHELTER NGN6 K,.,hft, below. METRO �W' D103 W y Call FOOTING PLANS, SECTIONS REVISION MATE tN.eC[ctiry - AND DETAILS "°Oi1 2D IN COMPLIANCE WITH CITY OF RENTON STANDARDS �Asa� DEVELOPMENT ENGINEERING ,�Y o PUBLIC WORKS THERMOPLASTIC/PAINTED STD. PLAN - 127 Michael Sippo 03/24/2023 + � � RO j $ DEPARTMENT CROSSWALK I VE D TE NTS NTs 7 COR STD PLAN 127 - THERMOPLASTIC PAINTED CROSSWALK 5 KC METRO D103 - STANDARD SHELTER FOOTING PLANS SECTION AND DETAILS Q 1 Y 0 /�G SURVEYED: SCALE: VERTICAL: NAVD 196E rr SARTORI ELEMENTARY SCHOOL DATE: Know what's below. 1932 First Ave �o HORIZONTAL: NAD 1983/199, CITY 01 •� � 2 24 2022 ou Suite 201 �', DESIGNED: + /-- FIELDBOOK: Call before you dig. Seattle, WA 98101 DRAWN: R E N TO N 315 GARDEN AVE N PAGE: p. 206.725.1211 0 2; 51z1 ww ONE INCH RENTON, WA 98057 DRAWING NO: Dial 811 f, 206,973.5344 �o����c TER�� ��� CHECKED: ATIULL --- DATUM Planning/Building/Public Works Dept. DETAILS AND NOTES C4.2 SS IONAL �IF NOT ONE INCH engineering pllc www.lpdengineering.com 2 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: 20 25 I I I III S'(TYP.)-STRIPE 4 a s B22 FOOTING DETAIL r6 6"MIN.(TYP.) 24' 8"(TYP.)-OPEN �7 3 I SCALE: NONE --- (TYP.)--8"(TYP.)-STRIPE 4 LANE LANE - LENGTH 'A CONCRETE 6 LINE LINE A GUTTER " 4*[ r --- [1_ Lq }'-B• FOR F20 FRAMES FOOTING DIMENSIONS FOOTING TYPE SHELTER FRAME TYPE LENGTH 'A' WIDTH '8 SLAB THICKNESS 'T' 311 PER PLAN W-8" 7 0' 7 1/2" 912 PER PLAN 18'-0" 7 0' 7 1/2" 913 PER PLAN 12'-8" 9 8" 7 1/2" B21 PER PLAN 9'-8. 4'-4' 14" B22 PER PLAN Ia'-O" 4'-4' 14" B31 F11 9'-0. 6'-4' 7 1/2" B31 F21 9'-0" 4'-4' 14' B31 F31 OR F51 9 -0. 4'-4' 14' 932 F12 17'-4' 6' 4' 7 1/2' B32 F13 12'-0' 9' o' 7 1/2' B32 F14 17'-4 6' 4' 7 1/2" B32 F22 OR F52 17'-4 4'-4' 14" B32 F32 17'-4" 4' 4' 14" 04 W 0 N L4J M 1M 40 40 L40 W Cl) W a- M 0 N .0 0 / U c 0 .o a U n a N O iNOTES NOTES NOTES T MIN. - q 4'- 0" MIN. - q A A f.LN® RAMP. LANDING, ClR- 1.. Permanent I}etectahle Warning Surfaces tows snail extend the full width of the curt ram A CURB RAMP WIDTH;'-P NINN, LANDING T4I4ATCx A 9 ) p. CUR H RAMP W1 [NTH - SEE CONTRACT PLANS CURB RAMP WIDTH d' - C' MIN. SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the THROUGH OR WALKINI larding, or other roadwayentrance as applicable Exception: If the Manufacturer of the LANCING TO MATCH CURB RAMP 1, At marked crosswalks, the Connection between the Curb ramp and the r_:atl- 3/8" (IN) EXPANSION 3/8" EXPANSION PEDESTRIAN CURB - JOINT (TYP.) -SEE PEDESTRIAN CURB - roadway must be Contained Within the Width Of the crosswalk markings. - B E - C - �N ILA%. r1f0SURFMvIaLE 4MARWINO DLNJ requrr@5 a [.pHt✓<e1e border around IIWB DWS, a vary-en0e of Up 10 2- (rr M1 each tide LENDING WIDTH -SEE CONTRACT PLANS way must be contained within the width Of the crosswalk markings W STANDARD PLAN F-30.10 �� DETAIL -THIS SHEET (D} - ) 1 JOINT LAN - SEE SEE NOTE 9 SEE NOTE 9 , SEE TRUNCATED DOME � STANDARD PLAN F-30.10 LANDING 2. Where "GRADE BREAK" is called out, the entire length of the grade I I ' A 1.00' TAP SEE NOTE 8 el the ❑lAf$ 19 permitted. l[Yad. I GRADE BREAK 1 2. YYTBre -GRADE BREAK" IS called OLIL me entire length Of the grade break - LANDING CURB RAMP GRADE BREAK between the two ad aDent sur`ooe lanes shall be fusin LANDING break between the two adjacent surface planes shall be flush. r - 1 1 j p U ue6' 2- Permanent Detectable blaming Surfaces {DVySj shelf be placed on a minimum 4" (in) GRADE BRFAI{ SEE cD14TRAcr PUNS - CEMENT coxcRcr€ 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- A B `t W' thick concrete pad. The OVVS panel shall be laced adjacent to the bed* 0( $Fa curb and SEE CONTRACT PLANS- 4• -N' MIN. g 9 - D - C ado' Q.BJ R dl SIDEWALK. -SEE NOTE 6 3. Do not place Gratings, Junction Bares, ADCaS6 Covers, or other appuden- //���\ SIDEWALK p g p r with ne more than a 2" (In) gap between the OWS and the back of the curb measured al 4' - Cr MIN. ances on any part of the Curb Ramp or Landing, or In front of the Curb W CURB AND GUTTER * * nances on any part of the Curb Ram or Landing, or in the Depressed , r� I BACK OF CURB- * C IN Curb and Gutter where the Landin connects to the roadwa . L=J '�=1 O b 8-� i aT SEE NOTE z (=1 •1Vi Y • ti• MIN. �- the center of the Di panel. Exception: If the Manufacturer of the selected DAIS requires PROVIDE SMOOTH TRANSITION Ramp where it connects m the roadway. -r iRl1NCAT€DDOLIE TOsIDEWALK WIDTH 2'.a• ` r SIDEWALK g y '�_ f E 0_Y' 0]- __ _ :•::v - = TYP, OF ALL a r,Qncfate larder aroul %a �14�j, , a variance of Up 10 2" (in) from the tack Of the Curb 19 CEMENT CONCRETE TYP SEE CONTRACT PLANS - SEE CONTRACT 4. Contract Plans for h r design ifi Standard Plan APPLICATION E J 4, Bee Contract Plans for the curb design Specified. See Standard Plan J J 3° R. See Cot act a s o the cub des specified. See Sta dad a PLIC+S SIDEWKILK SEE HDTE 5 9 tJe I T I g P q permitted (measured at the leading camera of the D4VS panelj. d'- T' MIN I Mlx. PIaNs - r. o' MIN F-1 .12 r and Gutter. Depressed Curb and Gutter, and ♦^ F-10.12 for Curb Curb and Gutter Depressed Curb and Gutter, and 0 b Curb Curb P W P 0 � I - TRUNCATED DOME SPACMl3 `• RB AND TIERPedestrian- CURB GUPedeStrtiaR Cunt detail5- r it . Cu b data s 1' 3. The rows al truncates dames a break k aligned c be ralkl to the dlreL4aT of travel 3 T EXPANSION BUFFER RA DEPTH H CURB RAMP SEE NOTE J SEE STANDARD SPECIFICATIONS 4 � � FLARE (TYPO JOINT P. -SEE - TO CURB RAMP DEPTH O and perpendicular to the grade break at the back of curb. I � ) I S� See Standard Plan F-90.10 for Cement Concrete Sidewalk Details. See � CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. FOR COLOR OF SURFACE awe• E1(ppJ.l yDN I CURB RAMP sTANOARO PLAN F.�1.10 v (TYP.) O 4' - 0" MIN. - 6- 4' - 0" MIN. - SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. - w 1 Contract Plans for width and Iacement of sidewalk. ' ^ SEE CONTRACT PLANS DETECTABLE WARNING SURFACE - MATCH TO WIDTH OF 4. 1f Curb and Buller are net pre9BDl, 9UCJI 339 a SharEd•U9a Path cennBcbarl, the Deteutabe JOINT (TYP.) -SEE R r / SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS TRUNCATED DOME DETAILS - - c1�IRR RA►n ramj ,Surface Shall be laced at the Pavement STANDARD PLAN F-30.10 GRADE "+ ,y B. The Bid Item -Cement f.'OnCF2le Curb Ram does. not include 'Uwe I FACE OF CURB FACE OF CURS DEPRESSED CURB AND GUTTER 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include CURB ANO GLITTER LANDING, CLTE•THROWN OR R edge, BREAK } TRANSITION TO SIDEWALK BUFFER, IF P Type ` , DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, q WADY 5_ See standard Plans for Sidewalk and Curb ramp details_ 'p�E ARE" PRESENT, OR TO BACK OF CURB [T`IPJ 'b adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pecastnan N Q CROSSWALK CROSSWALK Pedestrian Curb, Or Sidewalks.DETECTABLE WARNING SURFACE DETAIL * * * NI];B!; * * SEE OONTPACT FLANS „ CUftl. Cr Sidewalks. o Cl 6- If a curb ramp s required, the location of the Detectable Waming Surface must Le a[ '---- ! It it -' _ � 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise LANDING OFFSET the bottom Of the ramp and within the required distance trOnl the rail Crossing. CURB, OR CURB __- __ - - 7� Tha Curb Ramp length is not required to oxi 15 feet (Unless shown z ---- --- - - - shown in the Contract Plans). When applying the 15-foot max. length, WALKWAYCURD RAMP SEE NOTE 7 _ CURS, OR Oho® SENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length. U w PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW AND GUTTER- _ - PEDESTRAN CURB - '� TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B the running slope of the curb ramp is allowed to exceed 8.3%. Use a single LANDING 7_ Varian 61x grade break between the curb ramp and the landing is less than Or equal to SEE NOTE 4 .- - AND GUTTER - SEE NOTE, the running sire aF the Curt Ramp is slowed to exceed 8.3%. Use a Constant slope from bottom of ramp to top of ramp to match into the sidewalk y WIDTH Of 5 ft, from the tart tf curb at all paints, place the Detectsbile INbmiig Surface on the DETECTABLE WARNING SURFACE - BEE NOTE a B I single oonstart slope from bottom of ramp to top of ramp to match into m a'-WMIN. over a horizontal distance of 15 feet. Do not include abutting landing(s) in y ^ WALKWAY Domom Of ire ourb ramp directly above the grade break. FACE OF CURB SEE STANOAIRD FLAN F-46.1a DETECTABLE WARNING SURFACE- the landing over a horzortal distance of 15 feet_ Do not include the 3 the15-foot max. measurement. When a ram is constructed on a radius, the SEE STANDARD PLAN P-ae.la SEE CONTRACT PLANS GRADE BREAK P We WALKWAY 'l WRLKWAY D 8_ {�"IUBd Df 8tl�f dOYRI Detectable Wamlrlg Surfaces are allowed Only for lemperaf}� FACE OF CURD abutting larding In Ble 15-tot max. measurement. 15-foot max. length is measured on the inside radius along the back of the T_ I THROUOFI N o O CONTRACTION JOINT (TYP) -SEE STANDARD PLAN F-30.1 walkway. r r i ) work zone application$. MEASURED PARALLEL DEPRESSED CURB AND GUTTER - DEPRESSED CURS AND GUTTER 8, Curb Ramps and LandinI shall recorm a broom finish See Standard FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE @ a COUNTER SLOPE TOP OF ���uu DETECTABLE WARNING 70 CURB (TYP_) OR00VOLK BEE NOTE, CROSSAINA SpacNKatlblla '8.14. CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. * 5 ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard p - - SEE NOTESURFACE - CURB RAMP _ - Specifications 8-14. WIDTH OF CUT•THR011GH L L 0, Pedestrian Curb may W omitted if the ground surfoce at the bark of the BACK of CURB a RYP,1 6 Curb Ramp andlor Landing will be at the same elevation as the Curt w DEPRESSED CURB AND GUTTER - 9. Pedestrian Curb may be omitted if the ground surface at the back of the ) a Ramp or Landing and chore wiB not be malodal to retain. CEMENT CONCRETE PEDESTRIAN LANDING p g W •.:11 ,,,,, FLARE - CONTRAOTION,01,17(TYP)- SEE STANDARD PLAN F.30.10 ¢ SEE STANDARD PLAN F-10.12 Curb Ram and/Or Landing will be at the same elevation as the Curb r---__ pLy(E CURB - SEE NOTES > SINGLE DIRECTION CURS l@AAIP r'-- ----.. _ _---`} *I 2'- R' _ FOR CURB RAMP LENGTHS GREATER THAN T- P PROVIDE AND NOTE s Ram or Landing and there will be no material to retain. > ~'Y MB' MIN w PLAN VIEW CONTRACTION JQINT EQUALLY SPACED 4' - V' MIN. OC. R g m (GRADE BREAK BETWEEN CURB AND "' -� ?: iI PLAN YIEVIf SECTION A NTT MIN. 15' - 0" MAX. (TYP.) LEGEND LANDING s 5 FT. FROM BACK OF CURB) LEGEND LL TYPE PERPENDICULAR A TYPE PERPENDICULAR B SEE CONTRACT PLANS SEE NOTE 7 tSEE NOTE 6) FMA:K OF CURB - , DETECTABLE WARNING DETECTABLE WARNING > LEGEND SLOPE IN EITHER DIRECTION 11., ... m DETECTABLE WARNING SURFACE - (BHOVM,I WITH BUFFER) o r 'A4rEELCIMIR DIRECTiOrT SEE NOTE 2 SURFACE (0WS1' 4 SURFACE (rYP.J - - DIRECTION OF TRAVEL SIDEWALK * CURB RAMP LAN0B4G I OF TRAVEL SEE NOTE 3 1 SEE STANDARD PLAN F46.16 SLOPE IN EITHER DIRECTION 15' - 0" MAX. (TYP.) 4'-0" MIN. 15' - 0" MAX. (TVP.) GRADE BREAK 1.5% OR FLATTER RECOMMENDED FOR W I SEE NOTE 3 GRADE BREAK r. DESIGN/FORMWORK (2% MAX.) I MOTH OF CURB RAMP GRADE BREAK 1.5% OR FLATTER RECOMMENDED FOR SEE NOTE 7 SEE CONTRACT PLAN S SEE NOTE 7 p 4" - R MIN, 15 - Y MAX. LTYP.) a * * 'WALKWAY -q m BACK OF CURB - 55 BACK OF CURS - OE51(1NIFORMIIMDRK j2% MAX_) 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ I4 SEE NOTES 2 6 A 'I SEE NOTE SLOPE TREATMENT- SEE CONTRACT PLANS ME NOTE 7 COUNTER SLOPE.- SIDEWALK GRADE BREAK GRADE BREAK FORMWORK (8.3% MAX.) - SEE NOTE 7 PERPENDICULAR CURB RAMP DES N# FLATTER K (B394M MAX.) FOR WOTH � SEE STANDARD PLAN FL0.16 ^ GRADE BREAK 6�EY14 RIM1X. * 9.5% ORF FLATTER RK (COI MAX.) LO i YYLKwdY 16EE NOTE 6I � Y - e• _yl� * * + * * * * 11RB RAMP ISLAND `- tyN, 1 {TOP OF ROADWAY 9.5% OR FUWTTER RECOMMElNDEO FOR WIDTH OF CURB RAMP, �� M �a Yr DESIOILFORAPA'ORK (10% MAX-) N PEDESTRIAN CURB - SE STANDARD EXPANSION JOINT (TYP) - ®C t Z - LANGNG. DR WALKWAY DETECTABLE WARNING ) a ' • • SEE NOTE 9 LANDING 1 SEE STANDARD PLAN F-30.10 �JC' OF WAS �l� DETECTABLE WARNINGFAGEP) - 1 TA ' OF 1AAy ///:��� CURB RAMP LANDING CURB RAMP `' �yCF' • ylTo �j - `. SURFACE (DYJS) SEE NOTES 7 AND a\ ,USA -N/gyp LANDING CURB 11ALIP T ' h�.�4 "� s,� - 2 _ _ SEE NOTE 3 _ ' " ter` 'f{}f .tDEPRESSED CURB AND GUTTER - °j AP I 3/8" EXPANSION JOINT (TYP.) - 1 SECTION O - BACK OF CURB '-, - - I BACK OF CURB - TI.� � 1 SEE STANDARD PLAN F-19.12 TI SEE STANDARD PLAN F-30.10 - SEE WIT& 2 ._z II SEE NOTE 2 SECTION 'ram (ALONG INSIDE RADIUS AT BACK OF WALKWAY) '� >s b air I i MEDIAN CUT -THROUGH r-F SECTION O �o w SINGLE DIRECTION CURB RAW DETECTABLE IMARNING '- = O V qd, zese0- lyW (GRADE BREAK BETWEEN CUM AND SURFACE (OWLS) - l I a Y q reea4 4 4+ CEMENT CONCRETE CURB R4MP'7YPE CEMENT CONCRETE CURS RAMP'TYPE �� .pe 2ssao N,O ? I (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE F,y C/ STF- G< LANDING > 9 FT FRgM RACK OF WRR1 SEE NOTES } 6 6 '� j ;; Wtb'TH OF SHAnFb- A� awl S"S tie CEMENT CONCRETE PERPENDICULAR "A' PAY UMEr -SEE NOTE8 PERPENDICULAR "S" PAY UMIT- SEE MOTE a f'U, GI 5 Teq' �4' O PARALLEL B" PAY LIMIT- SEE NOTE SI ONAL F'� OrpifoOTES) 3 - USE PAT" OR 3A, db PEDESTRIAN CURB- • l ,pr ON4L �.� O YJALKWNY (rYP,) ION,tiL BEE NOTE _ - - O CURB RAMP � rn "CEMENT CONCRETE CURB RAMP TYPE CURB I,M1P Zeller, Scott I �DETECTABLE WARNING SURFACE- f/J PARALLEL A" PAY LIMIT - SEE NOTE 6 WALKWAY LANDING I YfOALKWAY -'.+' WiDTH OF Cur -THROUGH Aug0, 2021 SEE STANDARD PLAN F-4S.fO f J tiy(`>1FLfOR. ��qs I y Jun 24201E719 AM I � � �a]uaD.wnlasT:sa -0rxo (iYi'.1 O PARALLEL CURB RAMP 1 PA" na U� DETECTABLE WARNINfl - PERPENDICULAR y y Rf�uNI�rBDlrr sPLITTER r SURFACE CURB RAMP PAIL }:«y•-.;.-•t - - STANDARD PLAN F-40.12-03 {SLJII'ID � 3• R TYP. DEPRESSED CURD AND OUTTFR - c- _ PAVEMENT SEE NOTE 4 STANDARD PLAN F-40.1$-04 . W ,� SHOULDER STANDARD PLAN Ms.1.� _ SHEET 1 OF 1 SHEET m EDGE SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION +. SHEET 1 9F 1 SHEET APPROVED FOR PUBLICATION A /� c.m�., 'e}' CEMENT CONCRETE CURB a-� (�aSAerten.� :,,,, zv zoisr.v vm dACKOFCURB- . OFT ACTABLE WARNING r`r. PATH OR DETECTABLE WARNING � �n �A�ROVED FOR PUBLICATION AND GUTTER -SEE NOTEa Oats: 2OLO.D825 BEE NOTE 2 yytprry SURFACE (GINS) - SEE NOTE 3 W A K MY SURFACE _ Aug 3'1+ 2D21 14 44 37 -07'00' ISOMETRIC VIEW ISOMETRIC VIEW STATE DESIGN ENGINEER LANDING SEE NOTES 3 6 4 I i ISOMETMC V EW ISOMETRIC VIEW T we.l,.ero„ sink. Department or Tm .,-fi.. PARALLEL �RB RAMP PEDESTRIAN RAILROAD CROSSING w„H.wron li 0.vPn „,I a T.�., IPAAoxw, CURB RADIUS DETAIL t g 1 TYpE pERppOFOULAR A PAY LIAR TYPE PERPENDICULAR B PAY LIMIT wwNnslen Hm w;P:,- W TmmMr*t;- TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT -„ OI ENOTE 4) PLACEMENT MIDI SHARED -USE PATH CONNECTION 4/ N 3 WSDOT STD PLAN F-40.12-03 PARALLEL CURB RAMP WSDOT STD PLAN F-45.10-03 DETECTABLE WARNING SURFACE 2 WSDOT STD PLAN F-40.15-04 PERPENDICULAR CURB RAMP c�� O O 0 J Q ,I/-Q2 a 4 ITYP I TOP OF POST r ONE PIPE CAP NOTES W J 1. See Standard Plan J•20.26for AccessiblePedestrian Pushbutiondetails. Z_ (DO a - 2. Where shown in the plans, install plaque (R10.32P) -PUSH BUTTON FOR 2 SECONDS FOR UTII J 0 ,j GROUNDING CONNECTION - CROSSING TIME" above the Accessiti Pedestrian Signal (APS) assembly, Add 1e (in) to the PPB post height to METAL SUPPORT S`4 (_jll SEE DETAIL i to abtontmodbW plaque and leave a 2" (in) space between signs. V is CENTER SPACING, L I, ELE PEDESTRIAN ~ 3. Mounting distanrxs vary between manufacturers See manufacturers recommendations for mounting IMDnnallan POST 6'-$' ON ACCESSI SIGNAL (AM ASSEMBLY 4. Junction Bar serving the Standard shall preferabi be located 5' - 0- (10' - 0" Max-) from the Standard. 5. Supplemental Grounding Conductor shall he iron -insulated #4 AVWfG stranded copper and shall be clamped to vertical rebar I- U with a connector suitable for use embedded in toacrete, Provide 3'- Or min. slack, Attach to pole grounding stud with a full MIN 5, HT. _ II FIELD DRILL AND TAP FOR g cirde crimp -on connector (crimped with a manufacturer recommended crimper). i-- •/ ''' IA620 iHRIiAG BOLT P.) w 8. Two button installation may require adeptor(sj. - --._._._. In fi 0 21fY'CLR. 31R' ," j- --- ---- nk OF PUSHBUTTON PIPE CAP �1B t tl 1r,"nN?STEEL LATE BARRICADE FENCING PLATE TOP OF POST 1/ STAINLESS STEEL ITTP.) ,w2 (IN) STEEL FLAT WASHER (TYP) ORANGE CONSTRUCTION PLATE 1 1rr' pN) DIAM. r L(7 SQUARE SB' (IN) DULIL a &a• pIi a". HOLE HOLE(TYP.) - _ SIM--(I"OLENt DLAM HOLEITYP.) _ _ J PL°`"'�E'" n,IIN)DIAM, qY l_y ©. ,/,"[INIr1-114"(110LONG FENCE) MIN 4' HT. g a4 on, CIRCLE h 8i r - STAINLESS STEEL (�f fY IZ c 1 � r POST WM1LL THREADED STUD SURROUND TREE OR O � LJJ 3)4"1 '' , N II EQUIPMENT GROUNDING LTHREE IW 114)STAINLESS � m 0 CHAMFER Q Q/ ° - / +r CONDUCTOR AND FULL CIRCLE STEEL HEX NUTS (TYP) F,(TYPt 3 etIMDOAM ( t CRIMP-0NCOHNECTOR-CRIMPED GROUP OF TREES AT (SCHEDULE4% BOLT CIRCLL _ W1HA fMANUFACTURER'S FINISHED 112" 39ns"(LOCIAM 3"014SMELPIPIF rf STEERECOMMENDED CRIMPER DRIP LINE OR AS SHOWN GRADE C, HOLE (SCHEDULE4o1 f50H0} GROUNDING CONNECTION DETAIL ON PLANS BASE PLATE DETAIL ANCHOR BOLT TEMPLATE + WELD STUD To POLE WALL TO MAXIMUM EXTENT _ as POSSIBLE - 12 [IN) MINIMUM WELD T `1 CONFIGURATIONS VARYAMONGDIFFERENT MANUFACTURERS - TOP OF EQUIPMENT EQUIPMENT GROUNDING SIDEWALK GROUNDING CONDUCTOR BA SE PLATEAG$EMBLY- NOTES: CONDUCTOR 1R-(IN) DIAMETER STEEL HLRVY HEX NUT YNTK 1R_ • [ (IN) FLAT WASHER, TWO EACH REQUIRED PER ANCHOR SOLT - MINIMUM OF TWO THREADS ABOVE TOP OF NOT OR5VINIMAXIMUM (TYP) 1. A 4 FOOT HIGH TEMPORARY FENCE MUST BE PLACED AT THE DRIP LINE OF z 1m 04 eLR 1,7 (IN) BEEEL BASE PLATE al (TYP)PR€MOLQEDJOINTFlLLER TREES PRIOR TO THE COMMENCEMENT OF CLEARING OR EARTHWORK. 1 r2' (I N) BASE PLATE - OUT PAO - Ix5TAl1 -sFFDFTa1L NOTIFY THE CLEARING AND GRADING INSPECTOR TO GET BOTH THE 1 II 2 84(M.) /� 11a STANDARD y rY 1 61 -qi ,la(TrP) aa-ON)ORAIHrIaBE •:�E_ ANCHOR BOLT TEMPLATEASBEMBLY TOP OF CURS -_ - INSPECTION AND WRITTEN APPROVAL OF FLAGGED TREES AND TEMPORARY ANCHOR BOLT TEMPLATE-TSEMBLYREQUIRED { e=' f e_3'(IN)L014G pLIN7' CONDNIT CODDLING -INSTALL,• �•.:.,, P,ISTLONG'DT PROTECTION FENCING AROUND TREES TO BE SAVED PER THE APPROVED 1rY pNl H 2a' IRA) FULL THREAD ANCHOR FLUSH WITH TOP OF FOUNDAAION_ BOLTS - FOUR REQUIRED r '-(� (130NOT OLUEPVC STUBOIfI) CLEARING AND GRADING PLAN. 1"[1x)0 I ETER 112- 014) DIAM. STEEL HEAVY HEX NUT S- ' • 1112-CLR. MILKTOP OF SECTION p) � Se'R � F� ELECTRICAL COI10U1T FOt1R RFOIJIREO PERANGH°RBG�T --�;, --- 2. 2. NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED REQUIRED -FOURANCHOR - : .. il'; �' ' �' 0 96e , w WITHIN THE LIMITS OF THE DRIPLINE, THE TEMPORARY FENCING, UNLESS REQUIRED PER ANCHOR BOLT SQUARE - 1: - PREMOLL1� '0,��f°IsTB<� APPROVED BY THE ARBORIST. FILLING, EXCAVATION, AND CLEARING MUST BE MNAL sEDrlaN i i� ACCOMPLISHED BY HAND METHODS ONLY UNLESS APPROVED BY ARBORIST. AJNCHCR BOLT TEMPLATE ASSEMBLY ��j'. /. lulzu,m4z�:trot REINFORCING STEEL BENDING DIAGRAM-�1 ~� a fI ACCESSIBLE PEDESTRIAN 3. ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION SEE STDSEGE,SECTN."T,1(z) PUSHBUTTON WITH MUST BE TREATED IN THE FOLLOWING WAY: FOR DAMAGED ROOTS OVER 1 FOR SENDING DIAMETERS CURB BASE IN DIAMETER, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED t86' STANDARD PLAN J-20.11-03 a - E 'e ( DETER SHEETIOF2SHE, T3 PORTION OF THE ROOT ALL EXPOSED ROOTS WILL BE TEMPORARILY 00t"IT APPROVED FOR PUBLICATION COVERED WITH DAMP BURLAP OR WOOD SHAVINGS TO PREVENT DRYING AND B 11 -111" ""'""'"" - COVERED WITH EARTH AS SOON AS POSSIBLE. FJ.EMATIf]II --- _ ...o..� DIMENSIONS ARE OUT TO OUT ; PERSPECTIVE VIEW � W..W. PIw 1mA, D win ""Ial r.�-'° T, NTS TYPEPPB9TANDARDDETAl1.@ TREE PROTECTION FENCING 6 T-423515 R-423521 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING' ®+ Michael Sippo 03/24/2023 NTS WSDOT STD PLAN J-20.11-03 ACCESSIBLE PEDESTRIAN PUSHBUTTON WIT NTS NOT USED 5 F AS/1 .�, O I+, SURVEYED: SCALE: DATE: Know what's below. 1932 First Ave � �o � HORIZONTAL: NI D ;9,� ;gg, CITY 0 F SARTORI ELEMENTARY SCHOOL W �� �' / 2 24 2022 Suite 201 DESIGNED: 315 GARDEN AVE N FIELDBOOK: ^ Call before you dig. / Seattle, WA 98101 DRAWN: R E N TO N PAGE: Y g p. 206.725.1211 - ww ONE INCH RENTON, WA 98057 DRAWING NO: 21 5121 f. 206.973.5344 �o �� �� CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. Dial 811 ��SSIONAL ~ 023 SIF NOT ONE INCH CALE ACCORDINGLY DETAILS AND NOTES C 4.3 � engineering pIIC WwW•Ipdengineering.com 2 NO. REVISION BY DATE APPR APPROVED: SHEET: 21 of:25 W b TF Q Z w p v aa D Y d-�-d- -d-d-d- -1- V . AiH CURB RAMP DETAIL A SCALE: 1 " = 5' a a J�� o M.E. +34.9 �-- -1 1 E. -+3 .4- EX 5/qq- 6' - l -r -T--T T T T T 771 - eI' E. +35.0 r, o 00 0 S3, 000O 22g ca ^O000O o' °O00°o °O °Sim°S DETECTABLE WARNING d s'� �o °o°SOS_ SURFACE PER WSDOT c .43 M.E. +3�.4 �,f j °5 °S STD PLAN F-45.10-03 0 ' �T •�c�ys� if ! M.E. °S p 4 9 - 1 +35.6 S9g EX 8.3 2.91 % P 1 1 ,j P V IVI. E. I +3 . ~ P P P P Dp � p Dp Ll' .P . . t 5. co LO v. 64 OO � ° Wes- py O O O c 35.58 .� 9 35.54 � %° Donao° - • 4.7' O 0.98% v ° v 6.5, O ° 35.39 D `13 0 °)44nd qsnd 1> p^U) V6�, 1° 35.4� 7 � M% C- 35.94 V w o M.E. +31 14 METP 35.44 AV 35.60 8.0' D 7.9' I. pId O 1.81% 1.81% I U \' Ji M.E. +35.6 y o M.E. +`55.9 0 y � y aHu V- P .. . T CURB RAMP DETAIL D z SCALE: 1 " = 5' � Know what's below. � Call before you dig. Dial 811 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc WWW•Ipdengineering.com r' WAY`�1T r0 w� 2103 1 �rSIONAL " t t Cl a od '­1 1-,)110 aso °T M M M -57 \ SAVE AND PROTECT POLE BASE M ETC (a)DETECTABLE WARNING SURFACE PER C4.3 WSDOT STD PLAN F-45.10-03 ^11 1Mn M A \ AM P'1CT A 11 n SCALE: 1 " = 5' DETECTABLE WARNING c43 SURFACE PER WSDOT STD PLAN F-45.10-03 a +37.4 d d '0 i I � 1 1 y y METC 37.51 (ISy OGlS� OS M 137. 1 y y G Tye Cl f ° Lo y I y y !7 0000 0000 00000000 00000000a d AA 0000 z ----------- TC 35.61 �C TP 35.11 p � 0 DETECTABLE WARNING SURFACE PER WSDOT c STD PLAN F-45.10-03 M M M M M-MM- v 9 I 36.9 P V V 3/.U5 - � 5.6' 4.4' - - - - p METC 9?� p ° .41% o 01.81% °oo .81 5.81% ($ METP 37.0 f� o oo�� 00000OO O 0 � .D ,0000 ";, _ p p M.E. +37.4 p p ° � 00 c.0 D d D did r I" p ° ^ pD �1 I I �. M.E. +37.6 5 p d p p 37.46 J.J 0.22% p , d �". - o d -p37.45 a T 37.82 P A �d d D o�i .�--off--" I.,,. ^. 4 U? g ° p ,METC METP 37.43 ti HH� P did-d- p p d� ° _ d 4.5 �p D D I I D D. -37.52 0.00% 37.52 0. p I i D did d -�� p ° p p \ y cl \ D\ p p D p f� / y � d1 V W l\ J, /1 O. a D y DM.E. +37 Dp p D a DV p p ) y � I I y I ^11 IMIn MA LAD P'1CT A II n SCALE: 1 " = 5' A NT • • N 0 O O O i Q J v � v v i 1 >17 00 °�OQ, 1-0 AQR 'JOO D1�1 K•� -�1= 00 00 GPI y% �1�1 J OtS dY \ V II 1 1 1 - 1 � _ M.E. 3 . TP 35. 2 i V. P � y`� �o P---TC C3.9 I °. p P °, TP3. METP 3 .3 I ' h I I L \ I I I 66 \ I M.E. +35. a s o CURB RAMP DETAIL E z R-423522 SCALE: 1 " = 5' IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Michael Sippo 05/11/2023 SURVEYED: SCALE: DATE: HORIZONTAL: NAD 1 "E�'�` "AV° 19883/1 DESIGNED: C SARTORI ELEMENTARY SCHOOL 9991 CITY 0 I 3 31 2022 FIELDBOOK: RENTON 315 GARDEN AVE N PAGE: DRAWN: ONE INCH RENTON, WA 98057 � DRAWING N0: �w CHECKED: DATUM u, AT FULL SCALE Planning/Building/Public Works Dept. FRONTAGE CURB RAMPS C 5.0 0 IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: 22 25 m M N O N C, N N a N N 00 C'7 O O O N N A M IM • • I N O Co O O O 1 C� T Q D J W CD G W a- N 00 C'7 O O O N N A M IM • • I N O Co O O O 1 C� T Q D J n N O N C, N N a N