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HomeMy WebLinkAboutT-432607CV C') I LU c m 0 a E �1J - CV - -- C'7 B RAISED EDGE DETAIL Ij1-D s SIDEWALK LEVEL 112• LXTLNU SIDEWALK TRANSVERSE 1 -C' t� I S•a-(W) PREMOLDEDJOINT FILLER U T � 12' (IN) R JOINTS'INCLUDE RAISED EDGE ROU OINC I�0>E 1 17 0N) R (T`!P.) FOR CURB DETM TYPICAL WHERE E 3-- X - -, •► •'•1.S% _ SEE STD PLAN 101 ' CEMENTCONCREE t'(IN)R • s.'ADWAY 1EE�h;'� fl.• /STINGROA Z ED ROCK B5 CURB 6 GUTTER �L�..,-•._S• •• CRUSH II t .� (SEE NOTES) SEE DETAIL-TTISED EDGEI5SHEET T[TYPICALUNDER '• CRUSHED SURFACING TOP COURSE (CSTC) µ;AI SIDEWALKDETAIL r0 95% MODIFIED PROCTOR ALL CUT SIDEWALK UNLESS RE TYPICAL UN WANED BY -- sLOPEs WITH RAISED EDGE ENGINEER)TYPIGILUNDERALLCUR6, Z.D' MIN. 117 (IN) R. (TYP.) Gun ER asIDEWALK.CSTCUNDEa / EXISTING ASPHALT. NEW CURB CEMENT DEPRESSED MONOUT41C z.o% I r FOR CURB DETAILS CURBA.GUTTERTOBErTHIawESSOR r PAVEMENT & GUTTER 1.5% SEE STD PLAN 101 MATCHDOSTINGROADWAYCRUSHEDROCK (SEE NOTE 2) SEE DETAIL CONCRETE- /� CURB 1 GUTTER N OR mil' BASE, WHICHEVER IS GREATER (TIP. FOR j BID ITEM (INCLUDES SIDEWALK RAMPS) .. AH� ALL CURB a GLITTER) 317EWN-K (SEE DETAIL THIS SHEET) a MIN. VARIES (SEE NOTE 7� B� MW. f -- -- - - -- -� �^ 9 (SEE NOTE S) (SEE NOTE a) •. • , FINISHED GRADE 1.01N) BELOW C3O TOP OF CONCRETE SURFACE TYPE CZB - ISOMETRIC VIEW SIDEWALK DRIVE REOU EO ADJACENT TO CURB 1' 0- 1' C- MIN SA WCt%T COMMERCIA , WITH BUFFER 17(IN)R (TYP) (SEE NOTE 2) ~ / ( ) 7RI' FXPANsxS J. (TYP.) CONCRETE CEMENTROU DING `20% 1 1.5% SEE STD PLAN 101 IEEE STD. WAN tell FOR CURB DETAILS , SIDEWALK rya SEE NOTE BRIDGE OR PEDESTR'AN 6� ��� ,, •,`r^r� N''' 'r �- -- -i - NOTES PAII ING 1 i FOR CURB DETAILS ADJACENT TO CURB A. 1. When a driveway width exceeds 15 feet, construct a full depth SIDEWALK SCC STD PLAN 1C1 (STEEP FILL SLOPES) ° a m BARRIER -SCE expansion Joint wtth 3/8' joint filler along the driveway Zane lines I A." CF CiJ•u7 w ° CONTRACT PLANS t'JAl I OR RARR.F.R • • • - (seo std. plan 102). Construct expansion Joints parallel with the 8EE c srf DEPREa9Ec cs+e DETAI / cen:ertlne as required at 15 maximum spacing when driveway coNTRAc ON Jo.T °tlTr D" TM° s"`' 12 (IN) R (TYPJ widths exceed 30'. 6io PLAN 1C2 9tQ'. r . 6EE NOTE /'lam FLUSH / I 1,S% SIDFlYA1K 1J'I 0. TOP OF RNAP WITH 12HAV (B , cEucune CON J 2. See Sid. plan 102 for sidewalk details - -- ?� �, ROACA AV ���...��� �••t • 1,2- N)R. SLOPE(TYP.) (SEE NOTE 31 " j 1B-CONTRACTIONJONT (TYP.) (SEE Sro. PLAN f0zl PLAN VIEW VERTICAL WALL - (TYPE C3 SHOWN Ct a C2 a C-MAX SIMILAR) SEE DETL . 3. Curb and gutter shown, other curb designs may be specified. ' ' ' • • (SEE NOTE 9) 1/a'�NTRFEEMOL ED See aid. plan 101 for curb details I ' .Mir • ' ' � . ' • ° • ° � VARIES a• (IN) ADJACENT TO CURB AND RAILING OR WALL • (SEE NOTE tD) _ PRQAOLDED 4. Not used I I -----t-- BJx MAx SEE NOTE B TVPt JOINT FILLER FOR SIDE ARTERIAL STREET MiNiMUM 1 •lr _ -_ 1 -r V V TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL '�7" HMA (or ACP Closs S) r _ EE NOTE 5. The engineer will design all driveways to Include elevations at all NOTE DfaVE'WAY,ONGTUDt4KEVAPISION SIDEWALK tS2'(Ih)R.1� (SEE NOTE 1), OVER points marked with symbol •X'. All eievajons are at the back of JOINT dgLL BE FtJLLDeprH : SECTIONS 1 (TYP) 6" CRUSHED ROCK 1.5% MIN. SEE STO PLAN 101 rry�1 1.5% FOR CURB DETAIIS •••• y DEPRESSED MONOLITHIC CURB GUTTER DETAIL 10'MN. 10'MN. 10-MIN. r curb t0 on uphill side. SIDEWALK 3AB• EXPANSION JOW7 ITYP.) _ P P CEMENT CONCRETE SECTION O (SEE STD. PLAN 102, - - ,�, \ GROOMED FINISH SIDEWALK WIDTH 6 Not used , '�j� °J;{_�;� ,�• � OR IAArcTI EXISTING 1R' R (TYPJ • V ' . DIFFERENCE IN SLOPE MAX. - � • 4' WIDC SMOOTH 7 For Driveway W d,hs see DRIVEWAY STANDARDS DRIVEWAYWi SRNE SLOPE (SLOPE SHOWN EXAGGERATED) 15% - / TROWELED PER MET I (See NOTE 10). The expansion pints (see sW plan 102) shall be 1 s% ? FINISHED GRADE 1, (IN) BELOW TOP OF CONCRETE /�•_ RESIDENTIAL STREET MINIMUM DRIVEWAY SURFACE FOR PLANTING -FLUSH IF PAVED 0' 0• / ! \ 4" HMA of ACP Class B spaced as shown In the COrTeaponding ISO(T19'JiC view. o • D 10'MW• fQ'• rJ'' � CEMENT CONCRETE CURB ( ) © �� (CURB AND GUTTER S'-10WN) (SEE NOTE 1), OVER uGATIVErwA"(SLOPE r ° sEEXTAl011s70PIAHaI ADJACENT TO BUFFER STRIP FOR CURB DETAAS NEGATIVE XAGSLOPE (SLOPE- - / 8 Slopes shall comply with suctions R303.2.1 or R303.2.2 or _-� FACE OF ADJACENT CUIi SHOWN EXAGGERATED) d `•-�' ' SEE STD PIAN,a, 6" CRUSHED ROCK R303.2.3 of the Revised Draft Guidelines for Accessible Public �- 1' secnoN O / 5' Rights -of -Way (if November 23, 2005 (PROWAO). 9. Curb returns for any Type C-MAX Driveway may be approved on 1, i CEMENT CONCRETE / C / ` z 11e•TO 1J4' a case by�ase basis j --:NlTTER SURFACE �� NOTES \ ��' (SEE NOTE 7) l- � 1' R ` : J b 1. Four feet of the sidewalk Width shall C.O� G��n1N �M • •- s NOTES: be the minimum pedestrian / IN SIDEWALK ONLY ►. �' • 1. MUST MATCH EXISTING THICKNESS IF GREATER- 10. STREET STANDARDS Renton Municipal Code (RAC) • / ITH1C accessible route (FAR; free of vertical / ► • 'o Tnle IV Development Regulations , . / CEMENT AIL, SM. PLAN 10A.1 ' R and horizontal obstructions. Gratings, ►' • ' P '• CONCRETE Access Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH • - •- ►' CHAPTER 6STREET AND UTILITY STANDARDS °' �. SIDEWALK Cable Vaults, Pull Boxes and other CURB AND SIDE�VNH6EESMPLAN IDL7) 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF appurtenances within the sidewalk ye C CONTRACTION JOINT DAMAGED PAVEMENT. Section 4 6 a60 STREET STANDARDS pEPREgSEQ CURB DETAIL must be flush with surface• and match s/ TYPE C2 -ISOMETRIC VIEW '9l� AT RESIDENTW.ORCOMWRCIAL DRIVEWAYS, AND grade of the sidewalk. JOINT AND FINISH For NOTES see STD. PLAN 104.2 DETAIL . 3, THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT DRIVEWAY STANDARDS =Renton Munlclpal Code (HMC) 2. Monolithic Cement Concrete Curb and • • �► i►ta • PLACEMENT AT 'THE GUTTER FACE_ SEE STANDARD PLAN Title tV Development RegulatlorT5 Driveway Example: TYPE C1 B Sidewalk is not permitted In new For other referenced NOTES see ••!' : '� R FOR CEMENT CONCRETE CURBS. CHAPTER 4 R=Reaklendd CtCortlmsrdN construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement CITY-Wi DE PROPERTY DEVELOPMENT STANDARDS Nunrlbw of Lanes. --- --.-- -- Concrete Curb build per WSDOT PREMOLOE :DINT FILLER Standard Plan F-30-10-03. Paved surfaces must comply with E FULL -DEPTH (MAX-4 Lane Corvrteraaq STD PLAN 102.1 as applicable. Section 4-4-080 PARKING, LOADING AND DRIVEWAY 3. Concrete to be4,000 PSI. EXPANSION JOINT J REGULATIONS B-BG1'w(Pter,or,pSttD) (>aar•c1NoBulrer PP O STD. PLAN - 104 �Y o STD. PLAN - 103 �• PLAN - 104.2 • '� PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PUBLIC WORKS CEMENT CONCRETE � PLAN - 102 On � PUBLIC WORKS CURB AND GUTTER PPRO D: � ► PUBLIC ',,V'ORh� CEMENT CONCRETE DRIVEWAY },K ` I, ' \� . PPRO ' .D: .. � + - DEPARTMENT ENTRANCE -TYPES G1 C2 DEPARTbiEirT SIDEWALK '� -'« DEPARTMENT REPLACEMENT DETAIL Z DEPARTMEr'f ENTRANCES - NOTES AND DETAILS �_�o + 2/ Yt' f /C �' 7 �- N C C3, and C-MAX nrf Gregg Zimmerman, Public Works Administrator NTS 6 NTS 7 NTS 8 Cement Concrete Driveway Entrances and Notes and Details Cement Concrete Sidewalk Curb and Gutter Replacement LEGEND �1-�64.25TYP• - AD FACE OF CURB 6' CEMENT CONCRETE i 1r2" R. - - ,- R SIDEWALK RAMP-- �61r2'- VARIES OR LANDING FOOTING DRAIN-FTG----FTC- '---'-•-� LLD FOOTING G DRAIN �Y _____,,.,,� •�� _ RFORATED i _--------- ,-� OOTI N FROM s112• _1 6"TOO ; STORM DRAINAGE PIPE LSD I I SEE DETAIL 2 1rz" R. L 1' R. 1.24 6"T I DRdIN. i I 1 .. D HD C31 • 12" R. ROADWAY { j 4 (TYP) I TOP OF 3lG'PREMOLDED INLET PROTECTION IP f ' ! I L` ' 1 f JOINT FILLER - ! ` •, I i SALVAGE AND REMOVE EX BRICK " L CEMENT CONCRETE I _ i'QE, i PAVER BANDS TO BE REINSTALLED PEDESTRIAN CURB � �� I l WD. NCf/ CONC. A/d L ~ AS REQUIRED TO CONSTRUCT NEW - 1 AT SIDEWALK RAMPS AND LANDINGS \ _- - - �. _ LIBRARY FOUNDATIONS. FACE OF ADJACENT CURB CEMENT CONCRETE 6,2 _W1CX \ INSTALL ANTI -SEEP COLLAR : l BRICKS ARE SAND SET AND SHALL �' BE PLACED ON A COMPACTED 1" TRAFFIC CURB AND GUTTER SEE DEPRESSED CURB DETAIL THIS SHEET AT PERF TO SOLID PIPE e1D: MINIMUM SAND BEDDING (TYP) FACE OF ADJACENT CURB 1:24 3f1�"GO1dG• (27 CONNECTION PRIOR TO "} s1rz TOP OF TYING INTO EX AREA DRAIN " ` l -- FLUSH WITH GUTTER , r 1• 1rz' R. ROADWAY ° FLUSH WITH , SEE DETAIL LL PAN z i t _ �1 a 1.... LIBRARY RAMP ENTRANCE L , _� --- 1 �_ - - 1 ' z 124 �1 T C31 - - t TOP OF SD 1r2' R ROADWAY 1 INSTALL CB Qa/N e , D. LIBRARY IMPROVEMENTS P_L�lY�T/NG SA�4CE PROTECTION ( I PER ARCHIL PLANS ( DEPRESSED CURB SECTION D AT RESIDENTIAL DRIVEWAYS ONLY. SEE DETAIL IP �- �. 1' (TYP) 1 FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104-2- 1'.6" _ c110 ' a i DIMENSIONS INDICATED ARE DEPRESSED CURB SECTION FACE OF CURB �. _ I ` _ APPROXIMATE. CONTRACTOR ----1� - ° D SHALL VERIFY AND DOCUMENT AT SIDEWALK Rnr.tas 61rr - - KEYNOTE: ! ) �' EXISTING CONDITIONS PRIOR TO ,512_ 1' I I p D �•R - 1"R i I A .l ANY DEMOLITION, SALVAGE, AND f r r - REPLACEMENT OF MATERIALS FACE OF ADJACENT CURB ( ) 1. CONTRACTOR SHALL POTHOLE AND VERIFY ` ) T h • .D TOP OF j I - ROADWAY EX EX AREA DRAIN AND PIPE LOCATION, PP O ? • ' GUTTER SURFACE r i DEPTH, AND SIZE, AND NOTIFY CIVIL ° l •' •.�s'• i • R'D • _ v ENGINEER WITH ELEVATION INFORMATION - �- ---- - I AND IF ANY CONFLICTS WITH PROPOSED r - PREMOLDED •\ .._ ' AD REMOVE AND REPLACE EX R-432629 JOINT FILLER 1 FOUNDATIONS. -a64•i _�JP.OtN � �5'�Q".l CONCRETE SIDEWALK AS E FULL -DEPTH 1 R. _ 6 , ra EXPANSION JOINT 2. 4" SD PER 1967 RECORD DRAWINGS. t (TYP}1 REQUIRED TO CONSTRUCT T-432607 1" R. I CEMENT CONCRETE CONTRACTOR SHALL VERIFY PIPE " �_ NEW LIBRARY FOUNDATIONS \ i TRAFFIC CURB LOCATION AND DEPTH PRIOR TO °. D SEE DETAIL (TYP) IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION OF PROPOSED LIBRARY DEPRESSED CURB DETAIL FOUNDATIONS AND NOTIFY CIVIL ATRESIDENTtALORCOMMERCIAL DRIVEWAYS. AND ALLEYs ENGINEER AND ARCHITECT IF CONFLICTS. -�` , D - c3oo DEVELOPMENT ENGINEERING --_----- - msippo 08/07/2025 GENERAL NOTES: - 1. See standard plans 102and tol.lfor wrbexpansion and convactionj17intspadng. --f"'''--- It M{ / �• •. _ rHA RTYARD DRAWING FROM ORIGINAL _.__-,_--._,2. Expansion joint shall be full depth,3/s"pn.►premold(djointfilkr• N HIGH SCHOOL PROJECT RECORD Scale: 1/8" = 1-0" 3. For Depressed Monolithic Driveway Curb 8 Gutter Section• see Standard Plan 104.2 W I NGS DATED 1/ 11/ 1967 1 0 • PUBLIC 1ti0RKS STD. PLAN - 10>_ � A. JqExisting Courtyard Revisions DATE: DEPARTMENT CEMENT CONCRETE CURBS ti �� � sy, o SURVEYED: SCALE: HAZEN HIGH SCHOOL MODERNIZATION -,/ '., G Q',Sw '1fG, VEIinCAL: NAVE lsaa • . HORIZONTAL: NAD 1983/1991 0 7.1 1 .2 0 2 5 W �� 2� DESIGNED: N/A , ► CITY OF FIELDBOOK: � DRAWN: RENTON PAGE: DJD/AJJ ONE INCH • DRAWING NO: NTS �E�js667 TEg�° CHECKED: AT FULL s� DATUM Planning/Building/Public Buildinrr-TI Public Works Dept. ss/ �G JAJ IF NOT ONE INCH g/ 7/ r' SITE DETAILS C303 Cement Concrete Curbs ANAL E NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OR 05 ZJ ZOZ5 JAJ 29 OF 7 T C) Nt CV 0 , �J Nt co C) O I CV Q J co C) 10 C) I N cc rs1