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HomeMy WebLinkAboutR-429007O N 1 1 W I- V J 5W G O 2 Z O I- W U < n I- Z Q It 0 T CM U 3 c Z 0 U I io S LJ M < Z J L_ FACE OF CURB e 1f2'R I I VIM. - 124 I T- TOP OF D % 1n" R ROADWAY -- try c b1t- I CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB I.612" J FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE i 1:12 - 1:24 \ i TOP OF 12" R. ROADWAY C • t 1' - 6• DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3B" 6' CEMENT CONCRETE 12' FR 1• R. SIDEWALK RAMP VARIES OR LANDING FROM 6"TOO 1 F 6' _ 316• PRE -MOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS - FACE OF ADJACENT CURB - SEE DEPRESSED CURB DETAIL THIS SHEET 124 TOP OF 1' 112' R. ROADWAY r _T- P E' t D• 1'-6' DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY, FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB ' GUTTER SURFACE P ► q aA' i��•' PREMOLDED J 01 NT FILLER 1r o irr 5112" 1' 1n•rz � j -� •R. • 1 j TOP OF I ROADWAY •/ t _1 E FULL -DEPTH 1" R. I I 81l4' _ EXPANSION JOINT I*R, CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion Joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104-2 STD. PLAN - 101 ,• PUBLIC WORKS DEPARTMENT , PCEMENT CONCRETE CURBS PP �'ED M L 8 MIN. VARIES ISEE NOTE 7) V MIN. ISEE NOTE 8) (SEE NOTE 8) 10 LF OF PAVED DRNEW IY REOUIRED XPANSION JOINT ITYP.) ISEE STD. PUN 102) CI CI SII 0 o SEE NOTE 5 Y Z 3 HH VENT NCRETE EWALK / SEE NOTE CEMENT CONCRETE RAMP LOPEWITH TYP.) J// B CURB &GUTTER SLOPE (TYPJ (SEE NOTE 3) 3I8• CONTRACTION JOINT )TYP ) (SEE STD. PLAN 102) PLAN VIEW (TYPE C3 SHOWN, C1 & C2 8 C-MAX SIMILAR) (SEE NOTE 9) VARIES (SEE NOTE 10) 8.35, MAX. SEE NOTE 81TYPT 10' MIN. 10" MIN. CEMENTCONCRETE 10-MIN. SIDEWALK O 318'EXPANSION JOINT (TYP.) SECTION A (SEE STD. PLAN 102) slDswr DIFFERENCE IN SLOPE 112' R (TYP.) DRIVEWAY NEGATIVES SHOWNEX DRIVEWAY WI SITNE SLOPE (SLOPE SHOWN EXAGGERATED) 1.5% - y C DRIVEWAY , D 10' MIN. RELATNE SEE DETAIL ON STD PUN ­2 (SLOP SERATED) SECTION OB sp CEMENT CONCRETE SIDEWALK CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) AIL. STD. PLAN 104.21 TYPE C2 - ISOMETRIC VIEW For NOTES see STD. PLAN 104.2 ti Y o� STD. PLAN - 104 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE -TYPES C1, C21 PPRO D: �NTo$ C3, and C-MAX TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N.7 R. 05 E, W.M. GRANT PLACE TOWNHOMES r-aEE NOTE2 /8'R X 5/B"D DUMMY JOINT SEE NOT'E2 _p• 2'_p• /b I I l 3/8• PREMOLDED JOINT FILLER (T)-P) I J L _-- 5" (6 5' PLAN VIEW FACEOF CENTERLINEOF CURB+_ FRAME d GRATE FRAME AND GRATE - NOT INCLUC ED 1/2' R. I• R'MATCH ROADWAY INCURBf3T. ANDOUTTBIOITEM SLOPE c 1• R• RECESS ROADWAY P � ADJUSTMENT SECTION-N(Tr1NCLUMD ►' : ► ' IN CURB AND GUTTER BID ITEM • CATCHIlASIN-NGT INCLUDED u • IN CUFA MID GUTTER BID FTSM • ,a CWEW CONCRETE CURB AND GUTTER SECTION AOK�/I GENERAL NOTES: -1 ' 1. The intent of this design Is to facilitate the removal' ; of a catch basin with minimal disturbance of the Curb. 2. The expansion Joints of the adjacent sldewalk shall be -adjusted to be In - line wllh these curb expansion Joints. f1 U�`' I lSOFTC VIEW 1r ,- Ali CEMENT CONCRETE CURB SM. PLAN - 101.1 PUBLIC WORKS PRO D: + + INSTALLATION AT DEPARTMENT CATCH BASINS DA . CELExr CONCRM SIDEWALK NOTES 1. When a driveway width exceeds 15 fee;, construct a full depth DEPRESSED f1LONOUTKC ' CURB 4 GUTTER (SEE DETAIL THI S SHEET) TYPE C2B - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) CEMENT CONCRETE CURB A GUTTER (SEE NOTE 3) expansion joint wtth 3B• Joint filler along the driveway tans lines (see aid. plan 102). Construct expansion joints parallel with the ,00 SEE oEP11FssPc QJRB DETAa centerllne as required at 15' maximum spacing when driveway CONTRACT.ONxXT1T at! ON r•IsSMSET widths exceed 30'. atDttiAl4tm sttr r �I •? opor R TROADWAY 2. See std. plan 102 for sidewalk details 3. Curb and gutter shown, other curb designs may be specified. •• ' •T �. See std. plan 101 for curb details I_ ' . '• • , •. 1 • 4. Hal used 7�_-`�' r-o' i'-r I 5. The engineer will design all driveways to Indude elevations at all Hutt osliff"Y LaQrtuoO4AL OaANSION points marked with symbol 'X'. All elevations are at the back of ao1NTa OVAL BE FULL DEirH Curb top on uphill side. 0 86EO MONOLITHIC CURB & GU"rER DETAIL 6 Nat used 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10) The expansion joints (see sld plan 102) shall be spaced as shown In the corresponding Isometric View. 8, Slopes shall comply with sections R303.2.1 or R303.2.2 or --FACE OF ADJACENT CURB R3032.3 of the Revised Draft Guidelines for Accessible Public 1' Rigbts-of--Way of November 23, 2005 (PROWAG). ` y 9. Curb returns for any Type C-MAX Driveway may be approved on a case -by -case basis. ?. ► 1'R ��VJWAM .�R ► P, 10. STREET STANDARDS = Renton Municipal Code (RMC) C o, Title IV Development Regulations o e •_ CHAPTER 6 STREET AND UTILITY STANDARDS a o • 'a Section 4-"60 STREET STANDARDS DEPRESSED CUM DETAIL AT f EBICENT1AL ORCOM111lRCIAL DIVVMYS. MIO ALLEYS DRIVEWAY STANDARDS - Renton Municipal Code (RMC) Title IV Development Regulations 0& way Exelmple: TYPE C18 CHAPTER 4 R=Reekiard d C•Cotrim ral --%' CITY-WIDE PROPERTY DEVELOPMENT STANDARDS 1KRrlberofLarim -� Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAX"A Lsne Cornmemmeq REGULATIONS Bil,"NOBuffer - PUBLIC WORKS CEMENT CONCRETE DRIVEWAY ),`. PLAN - 104.8 DEPARTME1N'f ENTRANCES - NOTES AND DETAILS ivy/ Know what's below. Call before you dig. 8/23/2024 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS IN REVISION s RAISED EDGE DETAIL 1'-0- 6-1 SIDEWALK LEVEL �.J 1� EXTEND SIDEWALK TRANSVERSE 1'-0• 1'-0' &8•, N) PREMOLOED JOINT FILLER ire (IN) R I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DNG 2�-U% i 1W(IN)R.(TYP.) ' I FOR CURB DETAILS ••' . . tr 1.5% SEE STD PLAN 1011 'EXISTING 1• QN} R. a .: a C�it� �J r .._ ~ .. - }r• - CRUSHED ROCK BASI r o l t•. ,:. SEE RAISED EDGE I r'; 1'•0• SIDEWALK DETNL - THIS SHE CALUNDERUNDER CRUSHED SURFACING TOP COURSE (CSTC) ALL CLn MIN. SIDEWALKLK OMPACT TO 95% MODIFIED PROCTOR yioPEs7 WITH RAISED EDGE NHS REQUIREMEW WANED BY ENGINEER) TYPICAL UNDER ALL CURB, 12• (IN) R. (M.) GUTTER & SIDEWALK CSTC UNDER `U% .�. ;, FOR CURB DETAILS CURB a GUTTER TO BE 6•THICKNESS OR 13% SEE STD PLAN HIT MATCH EXISTING ROADWAY CRUSHED ROCK 1J 611 -� BASE, WHICHEVER IS GREATER (TYP. FOR aH�-K71'g • ' _ ALL CURD 6 GUTTER). M •• • •• FINISHED GRADE /• (IN) BELOW P 1 TOP OF CONCRETE SURFACE 2'-W SIDEWALLc ADJACENT TO CURB MIN. Rou DING 1?(IN)R(iYP.) -�, FOR CURB DETAILS -2.0% a 7SX _ SEE STO PLAN 101 BRIDGE OR PEDESTRIAN d' • --- _y`� �~ r• RAILING -\�-• •. FORcuRBDETAILS ADJACENT TO CURB BARRIER -SEE SIDEWALK SEE STD CPLAN URB DETAILS (STEEP FILL SLOPES) CONTRACT PLANS / ALL OR BARRIER ! I 1Ir (IN) R. (TIP-) FLUSH SIDEWALK • • • IrT N) R VERTICAL WALL - SEE DETAIL 01Wt PREAIOLDED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL e• MO PRQADLDEO JOINT FILLER FOR SIDE BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE 10) SECTIONS 1/2• (IN) R 1 (TYP) FOR. CURB DETAILS MIN. SEE STD PLAN 101 .' GROOMED FINISH ORMATCHE70ST1NG ' p.Y.. . 4-WIDE,SMOOTH TROWELED PERIMETER FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE (�/ SURFACE FOR PLANTING -FLUSH IF PAVED Q• Q' I ;,�,, to (CURB fj'' :;\ CEMENT CONCRETE CURD (CURB AND GUTTER SHOWN) ADJACENT TO BUFFER STRIP FOR cuRe DETAILS d- ti SEE STD PLAN 101. i_ 1r8• TO lie NOTES 1. Four feet of the sidewalk width shaA be the minimum pedestrian COMRAcnOH JONT ' • ' accessible mute (PAr� free of vertical 4 rN SIDEWALKONIY a ► �� to '• and horizontal obstructions. Gratings, �` • " • R 'r Access Covers, Junction BDKa's FULL -DEPTH EXPANSION JOINT IN BOTH Cable Vaults, Pull Boxes and other �- •••,�� _ CURB AND SIDEWALK (SEE STD PLAN 10L1) appurtenances within the sidewalk C CONTRACTION JOINT must be flush with surface, and match -re grade of the sidewalk. JOINT AND FINISH . we DETAIL • . . t► � 2. Monolithic Cement Concrete Curb and A •� ' +�, Jb'� Sidewalk Is not permitted in new For other referenced NOTES see •� .p , constnJction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement �� Concrete Curb build per WSDOT ,PRE FILLER FLz Standard Plan F-30.10-03. Paved surfaces must comply with . E. FULL -DEPTH 3. Concrete to be 4,000 P51. STD PLAN 102.1 as applicable, EXPANSION JOINT STDPUBLIC WORKS CEMENT CONCRETE • PLAN - 102 DEPARTMENT SIDEWALK FPRO,rED: iA 7 � `- run TlorrEMerIa.LlDeawellwlLKlluars) _ _ _ v_An�staTatlatan _ _ a.1.. I 10 LF OF PAVED 1 DRN'EV110 REDI:gEO 18'EAPANSIONJOM lTY'P 'SEE ETD PLAN 102T SIa•TSIMifIONbNt1tYPJ I (i rIQ KA711� CEWEM 1 CONCRETE ' SIDEWALK SEE NOTES 1aV C'EAERENC! M S.OPE YAX- CAWEWAT w AELAI !Ef:ATIVE 5<DPE 141 SNO,vN ERAGCEMI CONSTRUCTION JOINT - SEE NOTE I CEMENTCONCRETE RAW WITH 124 IV (B) Cuu a ouTTER - SLOPE (TYP) / (SEE NOTE ]1 ( i&' CONTRACTION JOINT LrYP I ISEE STD PLAN lam PUN VIEW (TYPE C3 S140014114 Cl a C2 IS C-MAX SIMILAR) (SEE NOTE 9) E n NA1t S=r Ml* • • 01A1 1P'YM DEPHESSEO LURA A GL.' TER ��� Ic•w \ ae• E}PANSI]N JOM•!TTJ (SEE NO7EA SECTION O E M 'LANtT, TYP! SMWA.K WIDTH \ -oTYNlYMTW SLOPE IS Oft SNOWNEA:GERA•W tall Ia.W \ lee 4.• :. ••4. • , de.ENMY to' W K1a SE 0 For NOTES see STD PLAN 104.2 STD. PLAN - 104.4 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPES C1B, C2B, PP 'E:D. 040,11 C3B, and C-MAXB (WITH BUFFER) t SURVEYED: DAF 08/26/24 DESIGNED: DID DAF 07/29/24 DAF 05/21/24 DRAWN: TJW, FEM DAF 04/04/24 1 CHECKED: DAF BY DATE APPR APPROVED: SCALE: i 9#=30► ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL, NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 1" X 6" PLANKS (SECURED BY TWO GALVANIZED NAILS) 2' X 6" CAP 2" X 6" STRINGERS (2 EACH) 6" X 6" POST (PRESSURE TREATED) 2" X 6" CAP 8'-0" 6" STEP MAX WHEN NECESSARY 1" X 6" PLANKS FOR GRADE CHANGE It C1)CONCRETE FOOTING FINISH GRADE CD o KR 16" TYP GRAVEL BASE (TYP) 6' WOOD FENCE EXISTING SUB GRADE NTS NOTES: 1. 6' X 6" POSTS NEED TO BE PRESSURE TREATED FIR. 2. ALL OTHER WOOD MEMBERS TO BE CEDAR. 3. ALL NAILS USED SHALL BE GALVANIZED. J d KEYSTONE FACING TENSAR UX 1400 GEOGRID FREE -DRAINING GRANULAR FILL (SEE REPORT) FILL COMPACTED TO 95% OF ASTM D1557 (MODIFIED PROCTOR) NOTE: FILL MATERIAL FOR THE BERM CONSIST OF COARSE, PIT -RUN GRAVEL OR CRUSHED ROCK THAT IS COMPACTED TO 95 % OF THE MAXUMUM MODIFIED PROCTOR DENSITY. THE FILL MATERIAL SHOULD HAVE A GRADATION AS FOLLOWS: SCREEN SIZE PERCENT OF MATERIAL PASSING 3 INCH 100 3/4 INCH 45-80 40 5-20 200 <5 NFURR KEYSTONE RETAINING WALL VE NOT TO SCALE '-�_ CITY OF RENTON Planning/Building/Public Works Dept. \SERVICE.% PLLC 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 O co , �J co a J N CO C� t) -J N rr 0- TM R-429007 UJ IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING Z Wanders 09/16/2024 O LLI U Q DATE: J GRANT PLACE TOWNHOMES 11/21/23 1600 GRANT AVE S RENTON, WA 98055 ooK: PAGE: PARCEL 2023059052 PAGE. z DRAWING NO: 20069 DETAILS SHEET: OF: C3.1 28 �J