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HomeMy WebLinkAboutT-423515CN O N n v i N O W NOTES 4' - 0" MIN. - q 4'- 0" MIN. - q SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the EXPANSION 3/8" EXPANSION PEDESTRIAN CURB - 3/8" (IN) (TYP) JOINT (TYP.) -SEE roadway must be contained within the width of the crosswalk markings. JOINT (TYP) -SEE SEE NOTE 9 PEDESTRIAN CURB - STANDARD PLAN F-30.10 ' SEE NOTE 9 STANDARD PLAN F-30.10 2. Where "GRADE BREAK" is the length the ' NOTES A CURB RAMP, LANDING, C(R- 1.. Permanent Detectable Warning jUr%gm (OVIfS) shall extend the full width of the curb tam g P. THROUGH OR LwALMNAY 18ndln Or Olfler roadway entrance ■8 Treble_ C<]foa an: ff the klenMfeClUn:r Of the p C DETECTABLE W,4RWING 9• Y aPPT Ptt E IIW. NAIL i SURFACE(DWSJ - DVUS rebuir@5 6 Gorlorele bOrdOf around Ills DIfV$. 9 varielriGe al up t0 2' (IRj orl ea0h Oid9 -'--•'^ - E I SEEDETAILTRN SEE N� 3 of the DINS is permitted. NOTES A CURB RAMP MOTH 4'-P MIN. LANCING 74 MATCN A 4' -P MIN. 1, At marked Crosswalks, the connection between the curb ram and the road. CURB RAMP MATH - SEE CONTRACT PLANS MI RAMP MATCH LANDING TO MATCH CURB RAMP p way must be contained within the width Of the crosswalk Markin s. LANDING WIDTH - SEE CONTRACT PLANS y g I I GRADE BREAK I 2. Where -GRADE BRFAK" is railed ouL the entire length of the break called out, entire of race LANDING g g LANDING break between the two adjacent surface planes shall be flush. A 1.6D" 2.4P �� THIS SHEET `-"` I `- grade LANDING CURB RAMP GRADE BREAK between the two adjacent surface planes shall be Push, IN B 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- B 005 - 2- Permanent Detectable Warning Surfaces (DWS) shall be placed on a mnimurn 4" (in) 4� A j Q - D - C OAS' 0.f)P thick concrete pad. the DWS panel shall de placed adjacent to the GB[1L 0(the Curb and GRADE BREAK 5EE CONTRACT PLANS - .0"MIN. CEMENT CONCRETE SEE CONTRACT PLANS SIDEWALK. -BEE NOTES 3. not pleas Gratings, Junction Boxes, Aoce%s Covers, on other appudan- SIDEwALK Dances on an art of the Curb Ram or Landing, or in the Depressed GUTTER P P g' P 1 /�y with na more than a 2" (In) gap between the DWS and the back of the curb mosslred at BACK OF CURS ^ L <'' p' MIN antes an any part of the Curia Ramp or Landing, or In front of the Curb an W CURB AND * * jr C t Curb and Gutter where the Landing connects to the roadway. ( D 0.9" 1 a0" ............. ` SEE NOTE 2=° riii Y - d• MIN. the center of the DM1hfS panel. Exception: R the Manufacturer of the selected DM75 requires TRUNCATED DOZE } PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. M SIDEWALK 3" R. 4 See Contract Plans for the curb design specified. See Standard Plan 1 1 I BECTI F-10.12 for Curb. Curb and Gutter Depressed Curb and Gutter, and P CURB AND GUTTER Pedestrian Curb details. CURB RAMP CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. 4'- 0" MIN. - ____ _ - TYP, OF ALL 5:2c:? a canarete Wral around %a DWS, a vori"oe of up to 2" (in) from the hax% 4f ttte'Wrb � } � APPLICATIONS A permitted (measured at the leading Comers of the D4VS panelj. TRUNCATED DOME SPACING T SEE NOTE 3 3, he re'M5 U1 truncated domes shall QB aligned to be pafalRel t0 the d12C6P-1 Of travel, . SEE STANDARD SPECIFICATIONS and perpendicular 10 the grade break at the back of curb. FOR COLOR OF SURFACE CEMENT CONCRETE r TO SIDEWALK LM pTH 7 - 0• SIDEWALK -SEE NOTE 5 I FTYP) SEE CONTRACT PLANS - I YIN. SEE CONTRACT 4 Bee Contract Plans for the curb design specified. See Standard Plan }III 4•-t!' MIN. MANS - a'. p• hqx Depressed F-10.12 for Curb Curb and Gutter, ep essed Curb and Gutter, and - - PetlestnaD Culls details_ FLARE (TYP,) 3rS' EXPANSION SUFFER WIDTH -MATCH JOINT Ml-,) - $EE 1 . TO CURB RAMP' DEPTH 5� SEC Standard Plan F ,-,�I.10 for (.•BmBnt (.'OntrE1E Sidewalk DB1215. 5`{'e $TANOARD PLAN F.sp.10 ME EXPANSION CURB RAMP (TYP.) I r^ 10 O SEE CONTRACT PLANS le- DETECTABLE WARNING SURFACE - 4'- 0" MIN. - SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. SEESTANDARD PLAN F-45.10 SEE CONTRACT PLANS FACE OF CURB GUTTER 6. The Bid Item "Cement Concrete Curb Ramp Type does not include 4. Of curb and U lter are not seFd, such as a Shared-uaa path ,cur, rodbur, the Delectable O DTH OF CMRe RAMP, 9 Pro MATCH T NI TRUNCATED DOME DETAILS •r - VVdmi CURB AND GUTTER '', AN DING. CIIi-TNRDUGN t)R fro Surface Shall t'e pieced et the paVerrrBflt edge. JOINT TYP. -SEE v, Contract Plans for width and placement of sidewalk. ( } v, ! u- 87ANQAR6 PLAN F-i0.ia BREAK K BUFFER, IF 6. The Sid (ism-Gemern Concrete, Curb Ramp Type - does. net Include cite BREAK TRANSITION TO ACK ^' ` FACE OF CURB DEPRESSED CURB AND _" DEPRESSED CURB AND GUTTER � the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, J CROSSWALK CROSSWALK Pedestrian Curb, Sidewalks.' Y .Y'ALKViAV 3_ n� Standard Plane for sidewalk and CUrta ramp detaBB_ GRAMME" PPAiSENT, OR TO BACK OF CURB [rvP.l-• '0 adjacuant Curb, Curb and GDNBr, Depressed Curb and Gutter, Pedestrian OF ^: ar.: SEE CONTRACT PLANS •r:. Curb. or Sidewalks.Cq V or o .. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise Cl ' DETECTABLE WARNING SURFACE DETAIL 6- If a curb ramp is required, the location of the IDetecWtie Waning Surface must be at OFFSET this bottom of the ramp and within the required distance from the rail crossing, __ __ i1. _ „ --------* # !!� -' 1!! it * * -' 1 ""' 7� The Curt Ram le required to exceed 15 feet (Unla'ss shown --- --'-` `-` " � `-` P length 1G not z --- - shown in the Contract Plans). When applying the 15-foot max. length, LANDING WALKVMY CURD DAMP `, BEE NOTE 7 CEMENTCONCRETE CURB, OR CURB - CURS. OR CUWB otherwise in the Contract Plans). Wfien applying the 15-foot max. ranger, s). w PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW '� TYPE PARALLEL A SEE STANDARD PLAN F-as.10 TYPE PARALLEL B the running slope of the curb ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into the sidewalk m over a horizontal distance of 15 feet. Do not include abuttinglanding(s) s) in 4'-tl' MIN. 9( LANDING 7_ When the grade break between the I;11rt1 ramp and the landing is less than or equal m VAM OF 5 it, from the back of curb at all points, place the Detectable Warring Surface an the �- � � 'tt' ��'Y DDQDm D(IhB GUIt? ramp dtregly above 115a grade bfoak. AND GUTTER - PEDESTRIAN CURB - SEE NOTE 4 -- - - - I- - AND GUTTER - SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a DETECTABLE WARNING SURFACE - SEE NOTE 4 B I siri oonsi slope from bottom of ramp to bap of ramp to match into SEE STANLARD PLAN F-W14 FACE OF CURB DETECTABLE WARNING SURFACE- the landing over a horrzarltal distance of 75 feet Do not include the z the15-foot max. measurement. When a ram is Constructed On a radius, the 2 SEE CONTRACT PLANS GRADE BREAK P 15-foot max. length is measured on the inside radius along the back of the I, Me 1AMLRVWNY '• 'I, 4VALKNdAY ,J D 8_ Glued Or Suck down Detectable Warning Surfaces are allowed Only for temporal r I THROLN3fk(T1'P.) SEE STANDARD PLAN F•AE.fO FACE Of OURS abuttinglending In the 15-feel mQK, mEaSUrgmCnt. 0 1O CONTRACTION JOINT (TYP.) -SEE STANDARD PLAN F-30.1 walkwa CURB RAMP LENGTHS e COUNTER SLOPE TOP OF y y l" WDI'k Zane appllr;atiDns. i DETECTABLE WARNING / DEPRESSED CURB AND GUTTER d3.. C`.Urt3 Romps. and Landings Shall receive a bream finish See Standard MEASURED PARALLEL f' DEPRESSED OURS AND GUTTER - IL`, P TO CURB (TYP-) OROSOVKK BEE NOTE 4 CROSSWALK Speaf wtions 8.14. FOR GREATER THAN 8' - 0"PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'-0"MIN. OC. * 5.0%MAX. ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard SURFAOE IfJ4YG)- CURB RAMP -` •.' I �- Specifications 8-14. _ I` SEE NOTE 3 rl _ MOTH CF CUT -THROUGH t � ` 9, Pedestrian Curb may be omitted if the ground surface at the back Of the CEMENT CONCRETE PEDESTRIAN DEPRESSED CURB AND GUTTER - 9. Pedestrian Curb may be omitted if the round surface at the back of the LANDING SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at t e same elevation as the Curb__ CURB -SEE NOTES > AND NOTE 6 Ramp or Landing and there will be no material to retain. SECTION O W BACK OF CURB [TYP.} _ FLARE - .. DIE 2'-P SINGLE DIRECTION CURB RAMP _ - ,s_ __- Nj -*r _:_:_ T-p• m `~ r-max f! 1 (GRAPE BREAK BETWEEN CURB AND MIN. a Curb Ramp andlor Lending will be at the same elevation as the Curb Ramp Or Landing and theta will not be material to retain. 6 1O OOIIrRACTION .FOtlNT (TYP)-SEE STANDARb PLAN F.90.10 x FOR CUFffi RAMP LENGTHS GREATER THAN a'-P PROVDE ¢ ACED 4`-0"MIN. OC. w PLAN VIEW CONTRACTION JdNT EQUALLY 5P PLAN VIEW 4'-tl'MIN. 15'-fY MAX. (TYP) LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION SIDEWALK 15' - 0" MAX. (TYP.) 4' -W MIN. 15' - 0" MAX. (TYP.) GRADE BREAK * OR FLATTER RECOMMENDED FOR LANDING s 5 FT. FROM BACK OF CURB) (SEE NDTEB) P - LEGEND BACK OF CURB - DETECTABLE IAAN2NNG DETECTABLE WARNING 1 CURB RAMP : LANDING OF TRAVEL �l o r MEELCHa1R DIRECTIM SEE NOTE 2 ` SURFACE 1�) - SURFACE (TYP.) - �_ - DIRECTION OF TRAVEL Wo SEE NOTE 3 I SEE NOTE 3 -- - - I WQTH Of CURB RN�P s TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND m DETECTABLE WARNING SURFACE- (SHOLMJ WITH BUFFER) SEE BTAYERNING SURFACE- ': _ SLOPE IN EITHER DIRECTION 1.5%OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK .-. DESIGN/FORMWORK (2%MAX.) - n * * - � 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ < 4YALrCNIkY _,, m I (TACK OF GURB - BACK Oi' CiMth - SEE NOTES 2 S B SEE NOTE 2 yq' ORP.DE BREAUC 4'_p^MRI. iS'-O'MAX. [TYP.) 1 a DEBIOHIFORMAORK j2% MAUL) SLOPE TREATMENT - SEE CONTRACTrIN PLANS SEE NOTE 7 COVNTER. SLOPE. - 7,5% OR FLATTER RECOMMENDED FOR LO M M-_ N3/8' GRADE BREAK - FORMWORK (8.3%MAX.) - SEE NOTE 7 ADE BREAK ... ,. SIDEWAL4�,7 * i -- PEDESTRIAN CURB - CURB RAMP ) - ()V Z IN EXPANSION JOINT TYP .. • SEE NOTE 9 LANDING 1 SEE STANDARD PLAN F-30.10 �G Oy WASy ill ., CURB RAMP •CR' 7,}�, I YADTH -OF' PERPENDICULAR CURB RAMP �'` , � � � `I'• _;:' i WALKWAY 1SEE NOTE GI ISLAND CUT -THROUGH -.. :;: - Z - a• j YADT#i 4F CURB FTAhIP, DETECTABLE WARNING DIN T ! LANDrNO.OR V'UfWJMAV 7 _ • • � '" DETECTABLE wARNVNG SURFACE �d - -�` ° '� 4 T W ' SEE NOTE$ 3 AND B 4T A6lIF(K, .t• \r '• .ehL:K SEE STANDARD PLAN F-30.1I i GRADE BREAK 5'��' * * OE81CrHT-0RMWORK (a 3sL MAX.) * Ah P OF ROADWAY O.S% OR FLATTER RECOMMENDED FOR { * k * DESIULLFORMWORK (10% MAX) I I • ' ' $ LANDING dURE RAMP 4} A I CURB RAMP LANDING 4P a _ 3/8" EXPANSION JOINT (TYP.) - 1 SECTION O - SURFACE tLri - .. , -' �`� _ -- TACK OF '• 7 aF CURB -'.,, SEE NOTE 3 _ I ,. I ,. CURB- �A � �:;, 5EE NDTE 2 z •5EE NOTE 2 T �.K4. 1 `C DEPRESSED CURB AND GUTTER - ` SEE STANDARD PLAN F-m.12 SECTION ^' rF SEE STANDARD PLAN F-30A0 INSIDE RADIUS AT BACK OF WALKWAY)SINffLE SECTION OB `v ,-., DIRECTION GURB RA1IP Z MEDIAN CUT -THROUGH DETECTABLE a w 5 + r I h 1 '�/ •e 4 o ` V(ALONG O V o 286eo o '�N�)STF-PF' (GRAM BREAK BETWEEN CUFth AND SURFACE COWS) 1 r O ?see4 4 •A+ zssea o C CEMFM CONCRETE CUFIR RAMP'TYPE CEMENT CONCRETE CURS RAMP'TYPE ,p <P,A Y, CEMENT CONCRETE GU I `� (ALONG INSIDE RADIUS AT HACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE F ,r G PARALLEL B" PAY LIMIT- SEE NOTE6 �', s/GOAT. F:� ao WIDTH OF SHARI '� QJ S Sb7`q v' LANDING > 5 FT FROM BACK OF GURB) SEE NOTES 3 a 6 F [9EENOTFSI = I - USE PATH OR Sy,G WALKl%1AY(TYPI.,^ Z0 T'• p _RPENDICULAR'A• PAY LIAR - SEE NOTES PERPENDICULAR ff PAY LIMIT - BEE NOTE A t'" 67ET` �' J' G PEDESTRIAN CURB Pl �� BEE NOTE OlL 10 O "CEMENT CONCRETE CURB RAMP TYPE CUI RAMP 4 _ AL CURB RAMP 'e a .,, l DETECTABLE WARNING SURFACE -- O PARALLEL A" PAY LIMIT - SEE NOTES Zeller, Scott Jun 24 2016 7:19 AM WALKWAY LANDING I r WALKWAY ti' I I � YAPmI OF CUT -THROW AD�.30, 2921 - ow" qre br,R .PeertLlb' SEE STIkNDARO PLAN FI8.f0 I Gs,n PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 it') SHARED -USE f PATH an DETECTABLE WARNING ROUNDABOt1TSPLITER WALKWAY 18tA110 SURFACE = PAVEMENT SHOULDER STANDARD PLAN F-45.iff-D.•� _ PERPENDICULAR353 -CURB RAMP ••, BEENOTE4 "1 RIYP- SEENOTEDYURBANDDUTTER- STANDARD PLAN F-40.15-04 r SHEET 1 OF 1 SHEET PAILLID EDGE f '' °-0t SHEET 1 9F 1 SHEET _ SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, leR e4,r�zeadea. ! iu.N .452r21I DETECTABLE WARNING 74;; L PATHPWY (➢V�1 M1 ,i �n `APPROVED FOR PUBLICATION ,, SURFACE DINS SEE NOTE 3 SURFACE ..4 BAOK OF OURS-DETE07MLE WARNING 9EE NOTE 2 ' 2D21 CEMENT CONCRETE CURB AND DOTTER- SEE NOTE a - APPROVED FORPUBLICATION Pate 27 OB25 c 144437 -07'aU ISOMETRIC VIEW ISOMETRIC VIEW � STATE DESIGN ENGINEER w"sh nPwn sine Department of Tmnspononon LAN SEE NOTES 3s4 ar..eQelc n z"E ��, ISOMETRI£VIEW ISOMETRIC VIEW ar.aTc orsrat Ni- CURB RADIUS DETAIL I g) Ww0* Nw 5xi i, I)x;r, ^'a T. ftmrr.tI TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT • 11'aihwwlan /tom e.e"t1E�.:1 W Tr•nt••npe•w PARALLEL CURB -RAMP PEDE9TR1lLN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION 19� xOTE p 4/ TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT r N 0) WSDOT STD PLAN F-40.12-03 PARALLEL CURB RAMP WSDOT STD PLAN F-45.10-03 DETECTABLE WARNING SURFACE2 WSDOT STD PLAN F-40.15-04 PERPENDICULAR CURB RAMP c) O O 0 �w TOP OF POST r (INN PIPE CAP NOTES 1, See Standard Plan J-20.26 for Accessible Pedestrian Poshbutlan details. LL I J :Z I 2. Where shown in the install (R10.32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA J ti F4 plans, plaque GROUNDING CONNECTION - CROSSING TIME" above the Accessible Pedestrian Signal (APS) assemtsly, Add 14" (in) M the PPB past height to F I SEE DETAIL i 6 accommodate plaque and leave a 2" (in) space between signs. METAL SUPPORT (`I V 8LFIE ACCESSIBLE PEDESTRIAN w 3. Moumirg distances Wary between manufacturers See manufacturers recommendations for mounting information L SIGNAL (APS) ASSEMBLY 4. Junction Box Serving the Standard shall prefers be located 5' - Cr 10' - 0" May from the Standard - g ( ) POST 6' -8' ON p CENTER SPACING, n-i i _ _ _ _ _ G 6- Supplemental Grounding Conductor shall he rron-insulated ir4 ANfG stranded copper and shall be clamped to vertical rehar I with a wnnaator shitatile for use embedded in concrete, Provide 3'- 0' min. slack. Altai to stud with a fug , I - MIN 5 HT. _ pole grounding FIELD DRILL AND TAP FOR ! circle cirril connector (crimped with a manufacturer recommended crimper). la i •� 10-20 THREAD BOLT P) _, d 6. Two button installation may require adaptor(sj. (/') J --I. - �OF PU SHBUrTON PIPE CAP 1B e 21fY'DLR. 31r2• *' -- - - --- - 14,ON)STEEL TOP OF POST STAINLESS STEEL tTYP.) 1l2 (IN) STEEL - - FIAT WASHER (TYP) PLATE PLATE 1 12 DIAM. BARRICADE FENCING LC) LLz 1 _ cr ONi r a. PM OIAiL nn�atr i 5+6• DIN) ONM. HOLE 30UARE ROLE (TYP.) - 5 - HOLE' DIAM HOLE ITYP.) _ PLA"'flE'" a,IIN)DrAM 4 91u( © 1/4"III-1-114"(Il*LONG YIN i (ORANGE CONSTRUCTION J FENCE) MIN 4' HT. � Q P BOLT CIRCLE Nl rSTAINLESS STEEL POST THREADEDSTDD Cal 0lY a - SURROUND TREE OR � LLJ �,' THREE OH 14E R I 0 Qr Ol7NDUCT IP AND F R CIRCLE $,EEL HEX (NU)TSTAINLESS OIAM. It 1 S. m 0 GROUP OF TREES AT (TY'P) 1 F 4 RYP.) . �. - (IN) Q- Qr CRIMP -OH CONNECTOR - CRIMPED BOLT CIRCLE _ 1611. A MANUFACTURER'S DRIP LINE 0R AS SHOWN FINISHED 11n- 39nB"(IN)DIVA. 3-014STEEL PIPE Tf (SCH STEEL PIPE RECOMMENCED CRIMPER GRADE HOLE (SCHEDULE40) (sCHEDULE40} ON PLANS C,� GROUNDING CONNECTION DETAIL BASE PLATE DETAIL ANCHOR BOLT TEMPLATE E WELD STUD TO POLE WALL TO MAXIMUM EXTENT _ POSSIBLE - 12 [IN) MINIMUM WELD CONFIGURATIONS VARY AMONGDIFFER£NTMANUFACTURERS U, STOP OF i EQUIPMENT EQUIPMENT GROUNDING SIDEWALK GROUNDING CONDUCTOR 5449 PLATE ASSEMBLY- NOTES: OONOIUCTOR 1f1' (INN DIAMETER SLEET NERVY HEX NUT, WITH FL06T • [ 1fJ' (INN FLAT MASHER, T4Y0 EACH REQUIRED PER ANCHOR BOLT -• MINIMUM OF TWO THREADS ABOVE I L • a �I � TOP OF Nun OR SB'pN)MAKIMUM (TYIP) 1. A 4 FOOT HIGH TEMPORARY FENCE MUST BE PLACED AT THE DRIP LINE OF 2 11(IM CLR V2" LIN) STEEL BASE PLATE di (TMf) PREMOLDEJUJOINTFlLLER .I- TREES PRIOR TO THE COMMENCEMENT OF CLEARING OR EARTHWORK. '' 112' (1 N} BASE PLATE - GROUT PAD - INSTALL 2 a4fTYp) SEE 1a -'--s��PUUNISING i sa rrP. 3,s•;IN)DRAINTUBE -° ( " NOTIFY THE CLEARING AND GRADING INSPECTOR TO GET BOTH THE . =x,=� ANCHOR BOLT TE LATEASSEMBLY T4PoF��RB =_�f '�' ANCHOR BOLT TEMPLATE -TWA REQUIRED e �•2'(IN)LONG p1•I+i' DONDDIT COUPgNO-INSTALL• .; PvcsTtlea'DT „ ✓ 1r2-(INI"24'lIN FULL THREAD ANCHOR •�-�5 . lABp 9 FLUSH MTN TOP OF FOUNDATION_ INSPECTION AND WRITTEN APPROVAL OF FLAGGED TREES AND TEMPORARY PROTECTION FENCING AROUND TREES TO BE SAVED PER THE APPROVED - of BOLT$ -FOUR REQUIRED F• (DONOTGLUEPVCSTUDIO ; E, ltrrcLR. TOP $Ef`TION B 5 a CLEARING AND GRADING PLAN. ELECTRICAL ND� FOJ(RREDIgIJIRFAM � ER ANCHOR BOLTEL HEAVY HEX S- -4- 41--• CTyR,} S°�'"' x ••I' 2. NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED FLATRAT WASHERS -FOUR W S PER ANCHOR BOLT v 7A 4* ) �' -�- I-' i o WITHIN THE LIMITS OF THE DRIPLINE, THE TEMPORARY FENCING, UNLESS 4Aaz, SQUARE PRERIOLOEO �',F�FGl9-TBY'�C`, PREMO DED APPROVED BY THE ARBORIST. FILLING, EXCAVATION, AND CLEARING MUST BE 'TI pVAI T,� � SECTION A 1 ! ANCHOR ACCOMPLISHED BY HAND METHODS ONLY UNLESS APPROVED BY ARBORIST. EMPLATBAS^SEMELY 3. ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION REINFORCING STEEL BENDING DIAGRAM - s4D�1 ACCESSIBILE PEDESTRIAN SEE 3TD,$PECSECTN.I-0L,I2} PUSHBUTTON WITH FOR SENDING DIAMETERS CURB BASE MUST BE TREATED IN THE FOLLOWING WAY: FOR DAMAGED ROOTS OVER 1 IN DIAMETER, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED ,ss STANDARD PLAN J-20.11-03 - HOOK °o PORTION OF THE ROOT ALL EXPOSED ROOTS WILL BE TEMPORARILY ran Q (TY!'.1 �. r-S., _ I DIAMETER SHEET I OF 2 SHEETS I�A4 � APT-,OI FOR P cILIGATioN COVERED WITH DAMP BURLAP OR WOOD SHAVINGS TO PREVENT DRYING AND COVERED WITH EARTH AS SOON AS POSSIBLE. ELEVATION LF�.�N 'aba aw.Rl�l,�-P�pD DIMENSIONS ARE DDT TO OUT TYIsE RPB STANDARD DETAILS PERsr'Ecm�vE VIEW NTS TREE PROTECTION FENCING 6 T-423515 R-423521 DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS IN COMPLIANCE WITH CITY OF RENTON STANDARDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. NTS IT' WSDOT STD PLAN J-20.11-03 ACCESSIBLE PEDESTRIAN PUSHBUTTON WIT NOT USED 5 V U �ti ° 1)G� Know what's below. 1932 First Ave o Suite 201 �, Call before die. Seattle, WA 98101 2 CSI - 2 LCS / 13/2 SURVEYED: SCALE: HORIZONTAL: o ,g8 %1gs1 C � � C TY O R E N TO N SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N DATE: 4 16 2024 FIELDBOOK: PAGE: 3 CSI-3 LCS 24 2 DESIGNED: 4 CSI-4 LCS /15/2 5 CSI-5 LCs /29/2 DRAWN: ONE INCH you y g p. 206.725.1211 RENTON, WA 98057 DRAWING No: 2; 512, w Dial 811 f, 206,973.5344 �0 �� GI TER DATUM Planning/Building/Public Works De t. DETAILS AND NOTES C 4. 3 m 6 CSI-6 LCs /1 1 /2 CHECKED: AT FULL SCALE N0. REVISION BY DATE APPR l rn V+ engineering www•Ipdengineering.coin �ss� AL ,�I2l� IF NOT ONE INCH SCALE ACCORDINGLY p APPROVED: SHEET: OF: Clio O 25 29