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HomeMy WebLinkAboutR-423521M 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