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HomeMy WebLinkAboutR-423519iu 0 LO L ♦ N !} v I NOTES' I 1. Not used. 2. All ramp and landing edges shall be separately formed. _ SEENOL/IIR"0 DUMMY JOLdT SEE NOTE 2' - 0•Z� D� T? 6' CEMENT CONCRETE FACE OF CURB _ 112"R. SIDEWALK RAMP -61f2•�' 1"R' OR LANDING VARIES 1 5 tf2^_ r' FROM s' RAISED EDGE DETAIL 1'-0 B" SIDEWALK 12 L`-'�L -{ tJOENDSIDEWALK TRANSVERSE 1'-0' 1'-0' 0re'pN)PREMOLpEOJOINTFILLER 1Ir OMR I JOINTS TO INCLUDE RAISED EDGE TYPICALWHEREAPPUCABLE R°U DING ]B% ' tfr (IN) R. MT.) I FOR CURB DETAILS • • SEE STD PLAN 101 O Q 6"TOO 1/2 R. r 1" R. 124 6"` L 1 TOP OF T • in ROADWAY 3l6"PREMOLDED 1/2 R. JOINT FILLER I m . _+-5% _ " 1 n")R �''' ', , ~ ' •_ '_'_' cnunNG ROADWAY YS : ►• - , - •ye •tom' SEE RAISED EDGE ' �L ...... --- r-0' SIDEWALK DETAIL - THIS SHE TYPICALUNDER CRUSHED SURFACING TOP COURSE (CSTC) ALL CUT SIDEWALK OMPACT TO 95% MODIFIED PROCTOR MIN. (UNLESS REQUIREMENT WAIVED BY SLOPES WITH RAISED EDGE ENGINEER) TYPICAL UNDER ALL CURB. 3. Utilities structures that must remain are to be made non -slip or non-skid. 4 Utilities structures such as vaults and junction boxes shall not be located in the Pedestrian Access Route (PAR) of the Pedestrian Circulation Route. 5. Drainage appurtenances, such as manholes, catch basins. sic. shall not be located in the PAR These should be located in the street or the buffer strip. - - - 4 CEMENT CONCRETE 1 `` J 1rr(IN)R.(rYP•) GUTTER& SIDEWALK. CSTC UNDER C CURB 6 Gl1TTER TO BE E THICKNE95 OR 6. Accessible pedestrian access shall be provided for during construction. W PEDESTRIAN CURB r - AT SIDEWALK RAMPS AND LANDINGS I I 2.0% 10 FOR CURB DETAILS +-5% ••. MATCH WHICH TV ROADWAY CRUSHED ROCK 1J Op �` SEE STD PLAN,01 BASE, WHICHEVER IS GREATER (TYP. FOR eH�T1Eg ALL CURB d GUTTER), NM T 1 6 - 3/8" PRESIOLDED JOINT FILLER (TYP) I I CEMENT CONCRETE • • fIF ,"`m`7A'� •� FINISHED GRADE 1-(IN)BEL01N W FACE OF ADJACENT CURB CEMENT CONCRETE 6 V2 - TRAFFIC CURB AND GUTTER � SEE DEPRESSED CURB DETAIL THIS SHEET L - - - J OURS AND GUTTER g° A 5" 1" 1 TOP OF CONCRETE SURFACE r-o SIDEWALK ADJACENT TO CURB MIN MIN INN 1rrON)R. (TYP.) ROU DING co O O FOR CURB DETAILS -2-0% • 1S% _ SEE STD PLAN 101 O FACE OF ADJACENT CURB 124 TOP OF FLUSH WITH GUTTER t ' 1" 112" R. ROADWAY PAN AT SIDEWALK _ _ RAMP ENTRANCE Y PLAN VIEWF`�� FACE OF GRATE E -- -•�.{ FRIDGE OR PEDESTRIAN NG V F' �D r ADJACENT CURB FOR CURB DETAILS N N L \ (STEEP FILL SIDEWALK SEE STD PLAN 101. SLOPES) 1 1:12 1:24 v �16 6 1 2" 13' CONTRRACT PLANS -WALL OR BARRIER / TOP OF 1/2"R. ROADWAY I _ 1 6" 5 1 Y" 1" (LOB') MATCH FRAME AND GliA7E-htOT'INCLUD® 1/2' R. 1" R. ROADWAY INCURBANDGUTTEREMITM SLOPE 12' (IN) R. (TYP.) I SIDEWALK FLUSH 15% - ' ' !•j 12• N) R L DEPRESSED CURB SECTION fO AT RESIDENTIAL DRIVEWAYS TOP OF 3" RECESS ROADWAY ° 1� R VERTICAL WALL - SEEDETaL . ''•'�• ONLY. T FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 , • 1/1" �-� W8-TIN) PREMOLDED JOINT FILLER 1 • _ 6- , • , ' ADJACENT TO CURB AND RAILING OR WALL PREMOLDED DEPRESSED CURB SECTION FACE OF CURB ° ° . 4 ,� __-.--.u. ° •o P JOINT FILLER TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL AT SIDEWALK RAMPS 6 1/2' - ' ' D P.. o-'.' ADJUSTMENT SECTION -NOT INCLUDED tiLL- (BEE NOTE 10) SIDEWALK SECTIONS +( Y(IMR 5 12" 1" n' D' INCURBANDGUTEREMU ITEM I v 1.5% 1.5%MIN._ SEE STD PLAN 01S - ' ,112" R." FACE OF ADJACENT CURB 1 L TOP OF • • `O ROADWAY GUTTER SURFACE I • �� g• _ •, 9 •'� • ,p_ r0 •� ._ •' CATCH flABI.''1 - NOTI IN UDED ° • ' IN CYIRB AND GUTTER BIDLiEM P a _ o •'' b • --� _ ^"- `"k ' f, BROOMED FINISH � � ••� N • i OR MATCH EXISTING 0' 4" WIDE, SMOOTH S /1 TROWELEDPERIMETER FINISHED GRADE V (IN) BELOW TOP OF CONCRETE C� SURFACE FOR PLANTING -FLUSH IF PAVED Q' Q' � 1�' CEMENT CONCRETE CURB -�' LO N • •Q • ? • • �, , I SECTION IO P'r " .+" © � (CURB AND GUI RSHOWN) ADJACENT TO BUFFER STRIP FOR CURB DETAILS �, �. / `� SEE STO PLAN 101 O PREMOLLED O JOINT FILLER 1..- \ � • I E FULL -DEPTH _ a,,,+- _ GENERAL. NOTES: ,-� •: - 5.d i ` Z +ra To,ra I EXPANSION JOINT 1" R. CEMENT CONCRETE 1. The Intent (�f this design is to facilitate, the removal �� j of a catch basin with minimal disturbance ,. �' NOTES 1. Four feet of the sidewalk Width shay i O TRAFFIC CURB Of the(Xlfb. be the minimum edestrian �- - / cISIDEWLKONLNr .�• � .• P CONTRACTION JOI • � / •L 2. The expansion joints of the .•J' r- �' �; aocessible route tpm) free o1 vertical --� a • R o . Axhorizontal co eobstructions. ction Bo es Kings, ��� % : ► • • ; / FULL -DEPTH EXPANSION JOINT IN BOTH CURBAND SIDEWALK (SEE STD PLAN IDl.l) DEPRESSED CURB DETAIL adjacent eidawalk shall i /� r ` _ be adjusted to be In cable vaults, Pull Boxes and other Sy appurtenances within the sidewalk of ye C CONTRACTION JOINT AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS I. line With these Cuff - ,/ r I` must o flush with surface, and match �� grade 0i the sidewalk. JOINT AND FINISH DETAIL expansion Joints. ' 2. Monolithic Cement Concrete Curb and '.• ' •' ° , '• Sidewalk Is not permitted In new For other referenced NOTES see ;gip ; GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint sparing. z. Expansion joint shall he full depth, 3/8"(tn.)premoldedjoint filler. 1•-'�,,;r'- � � / ! \ ISO) iF(IC VIEW 1 • / construction. When replacement work STD PLAN 104.2. PREMaDE � , • necessitates a Monolithic Cement Concrete Curb build per WSDOT Standard PlanF-30.10.03. Paved surfaces must comply With JOINT FILTER E FULL Y G CJ .t. 4 !1)® PUBLIC WORK i� DEPARTMENT STD. PLAN - 102.1 UTILITY PLACEMENT IN PiTR( •f O 3. For Depressed Monolithic Driveway Curb&Gutter Section, see Standard Plan 104.2 � '- 3. Concrete to be4,ODOPSI. STD PLAN102.1 as applicable. -DEPTH EXPANSION W CEMENT CONCRETE SIDEWALK JOINT - • PUBLIC WORKS DEPARTMENT CEMENT CONCRETE CURBS sTD. PLAN - 1of + + PUBLIC �YORKS DEPARTMENT CEMENT CONCRETE CURB INSTALLATION AT STD. PLAN - 101.1 PUBLIC WORKS DEPARTMENT CEMENT CONCRETE SIDEWALK STD• PLAN - 1DZ NTS COR STD PLAN 1021 -UTILITY PLACEMENT IN CEMENT CONCRETE SIDEWALK 4 ' ^ .• A�Lef/ •, PRO D; , API Rl % CATCH BASINS , DA N COR STD PLAN 101 - CEMENT CONCRETE CURBS COR STD PLAN 101.1 - CONCRETE CURB INSTALLATION AT CATCH BASINS 23 COR STD PLAN 102 - CEMENT CONCRETE SIDEWALK cD VARIES: 4.5' MIN. LANE LINE O DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS MARKING SAWCUT AFTER BACKFILL O - THIS CONSTRUCTION CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN 1' 1' VARIES 1' 1' MINI MIN MIN I MIN DEPTH OF EXISTING PAVEMENT _ I W EDITED THESE TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON�- RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON , s:f..-' SPECIAL NOTE } N THE EVENT TRANSVERSE PATCHES 2" - 6" HMA CEMENT CONCRETE CUM AGUTTER EXIST i, .'. ,� I --,..,:I, WITHIN THE AFFECTED STREET, THE LENGTH (SEE NOTE 2) 1' 1• EDGE OF PAVEMENT, EDGE CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. (SEE NOTE 3) OF THE PATCH SHALL BE EXTENDED TO 1 j OF CURB & GUTTER, OR MIN. MIN. INCLUDE ANY EXISTING PATCH WITHIN 10 i t t CENTER OF LANE MARKING EXISTING ASPHALT 2.0 MIN' NEW CURB FEET OF THE EDGE OF THE PATCH REQUIRED' FOR THE NEW CROSSING AND ANY . � �.' SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE �' I' 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD / - w GUTTER CEMENT DEPRESSED SECOND PATCH AND SO ON UP TO SPECIFCATIONS, COMPACTED TO 95% PAVEMENT & (SEE NOTE 2) CONCRETE '� / CURB &GUTTER SIDEWALK / / (BEEOETaLTHSSHEET) A TOTAL OF 300 FEET. I FACE OF GUTTER OR ff i..-.., C � -,. , I EDGE OF PAVEMENT 2" SAWCUT AND REMOVE MODIFIED PROCTOR OR PLANE, SEAL WITH \ AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). GRAVEL BORROW (9-03.14(1)) PER SAWCUT / TYPE C2B - ISOMETRIC VIEW (COMMERCIA,, WITH BUFFER) TRAFFIC FLOW I } �' WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER (SEE NOTE 2) 2" HMA i FF CENTER LINE OR BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT SEE WSDOT ( 0 • f � - ' ' LANE LINE STANDARD DARO SPECIFICATION 2-09.4 PLUS AN ) PIPE ZONE BEDDING MATERIAL AND COMPACTION AS a , •a NOTES 1. When a driveway width exceeds 15 feet, construct a full depth 2" TO 8" HMA { - I ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 a ; ' • , • expansion Joint with 318' joint filler along the driveway lane lines FADEOFCUFIB (see std. plan 102). Construct expansion joints parallel with the SEE 1, - sEEOEPnEerenrseaoETAA cen'erline as required at 15 maximum sparing when driveway c.TRAcT oN Joni ° 7!� QN n e sNeEr widths excaed3Q'. aTDP.JON7 ,slur, r , ,rr R F-� *FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH FOR JOINT UTILITY TRENCH, SAND WITH % P PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE b � f rt0�olw 2. See std. plan 102 for sidewalk detalls _ "F I 6.5' MIN. • '• 3. Curb and gutter shown, Other curb designs may be specified. " ' ' to 2" DEPTH OF PLANING OR SAWCUT AND REMOVE NOTES: See Bid. plan 101 for curb details l F - --_ • 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND - 4. Not used I - ' FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH 1•"r VARIES: 6.5' MIN, USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. ARTERIAL STREET_ MINIMUM 7" HMA (Or ACP Class B) - (SEE NOTE 1), OVER 5. The engineer Will design all driveways to Indude elevations at all NOTE: DltivewMYLONORUOINILOWANS" JOINTS INK LBE FULL DEPrR points marked with symbol °X'. All elevations are at the back of DEPRESSEDMONOLTTHIC CURB 6 GUTTER DETAIL Curb top on uphill aide. 1 I 1 j� VARIES -�{ 1 1 DEPTH OF EXISTING PAVEMENT MIN MIN MIN MIN II I I 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". 6" CRUSHED ROCK 6 Not used RESIDENTIAL ACCESS STREETS - HMA CL I" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING 7 For Driveway Wkiths see DRIVEWAY STANDARDS NOTE 10). The 102) be `\\\ PAVEMENT SECTION AND IN NO CASE LESS THAN 4". (See expansion joints (see std. plan shall spaced as shown In the correaportding IsOmelrtc Mew. REMOVE 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB &GUTTER OR RESIDENTIAL STREET MINIMUM OR PLANET SEAL WITH `- 2" - 6" MIN. HMA SEE NOTE 2 AR-4000W ( ) \6" SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND 4" HMA or ACP Class B ( ) (SEE NOTE 1) OVER 8. Slopes shall comply with sections R3032,1 or R303.2.2 or --� FACE OF ADJACENT t�Rs R303.2.3 of the Revised I ft 21, 2 05 (P for Accesaiblo Public 1 1' Rights -Of --Way of November 23, 2005 (PROWAO). � (EACH SIDE) I CRUSHED SURFACING TOP COURSE (CSTC) OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING 6" CRUSHED ROCK 2" HMA (9-03.9(3)) PER WSDOT STANDARD SPEVPROCIFICATIONS, COMPACTED TO 95% MODIFIED SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE / / REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 9. Curb returns for any Type C-MAX Driveway may be approved On 1 1•FL acase-bycasebasis -WTTERSURFACE SAWCUT AFTER BACKFILL 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP 7 (EACH SIDE) SHALL BE REPLACED TO MEET ADA STANDARDS. NOTES: t•R`; 10, STREET STANDARDS = Renton Municipal Code (RMC) v • , Title IV Development Regulations .I STANDARDS " CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERCHAPTER IN T,,RCOMPACEDITING BY GTOE957 IONAL IGEO .• PUBLIC WORKS �s� DEPARTMENT TYPICAL LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT OR STD. PLAN - 110.1 6STREETA.NDUTILITY BASED ECHVREPORTED RIGID PAVEMENT WITH OVERLAY i0 N 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF Section 4-6-06C STREET STANDARDS DEPRESSED CURB DETAIL A T RESIDENT IAt. OR COMMERCIAL DRIVEWAYS, ANDALLEYS DRIVEWAY STANDARDS = Renton Municipal Code MODIFIED PROCTOR. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED NTS DAMAGED PAVEMENT. (RMC) Title IV Development Regulations Driveway Example: TYPE C1B J IMPROVEMENT (SEE E FOR STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARD NEEDED, SHALL COR STD PLAN 110.1 - TYP LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT 'THE CHAPTER NurrAwofLal GGONI„.ICYI CITY-WIDE PROPERTY DEVELOPMENT STANDARDS tJMAX-.4L MEET THE REQUIREMENTS OF WSDOT PLAN 110.1. STANDARD SPECIFICATION 7-08.3(1)B R-423519 PLACEMENT AT GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS, noc Section 44-ON PARKING, LOADING AND DRIVEWAY (MaX {LaneCormaNlieq a=au+rer(PhaNn9stp) liwlc.t7elildtr - TRENCH WIDTH REGULATIONS - FOR NOTES, SEE STANDARD PLAN 110.1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PUBLIC iYORh DEPARTMFNT CEMENT CONCRETE DRIVEWAY ENTRANCES - NOTES AND DETAILS �1'D. PLAN - 104 2 .• PUBLIC WORKS ��`► TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT OR RIGID STD. PLAN - 110 )lo , T PUBLIC WORKS •' DEPARTMENT CURB AND GUTTER REPLACEMENT DETAIL STD. PLAN - 103 DEPARTMENT PAVEMENT WITH OVERLAY �I PPRO D: Z ATf 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 _ Know what's below. 1932 First Ave � � o Suite 201 � Seattle, WA 98101 Call before dig. 2 CSI - 2 LCS Z / 1 3/2 SURVEYED: SCALE: HORIZONTAL:VERTICAL: 1983/1991 CITY OF 'T R E N TO N SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N DATE: 4 16 2024 FIELDBOOK: PAGE: H J 3 CSI-3 LCS 24 2 DESIGNED: 4 CSI-4 LCs /15/2 5 CSI-5 LCs /29/2 DRAWN: ONE INCH you p.206.725.1211 • RENTON WA 98057 DRAWING N0: 2, 5121 � Dial 811 f.206.973.5344 �o� �ECI TeRti� �ssl DATUM Planning/Building/Public Works Dept. 7 DETAILS AND NOTES C4. 1 6 CSI-6 LCS /11/2 CHECKED: AT FULL SCALE NO. REVISION BY DATE APPR r(� VJ AL ���Uc�\(� engineering PIIC WWw.Ipdengineering.com IF NOT ONE INCH SCALE ACCORDINGLY SHEET: OF: OAPPROVED: 23 29