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Home My WebLink AboutR-394714NE 1/4 OF S 321 T 23 N1 R 5 E `'.5" ASPHALT: 1/2-INCH AGGREGATE IX PER 2012 WSDOT 9-03.8(6), G58-22 OR PG 64-22 BINDER PER 012 WSDOT 9-02.1(4) 4" CRUSHED AGGREGATE BASE COURSE PER 2012 WSDOT 9-03.9(3) 12" COMPACTED SUITABLE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) ASPHALT PAVEMENT SECTION N TS - FACE OF CURB F CEMENT CONCRETE 102'Ft. - F, SIDEWALK RAMP - � VARIES 51.E i. FROM i y - R 1:24 5 F O TOP � a ti TOPOFROADWAY w__ 3f2rPREMOLDED JOINT FILLER CEMENT CONCRETE • PEDESTRIAN CURB T I AT SIDEWALK RAMPS AND LAND LNGS - FACE Ut ADJACENT GuRB CEMENT CONCRETE TRAFFIC CURB AND GUTTER _ SEE DEPRESSED CURB DETAIL THIS SHEET - FACE OF ADJACFNT CURB 1:24 S'-Z TOP OF - -- FLUSH MTH BUTTER -vr R. RO&UWAY PAN AT SIDEWALK Z' RAMP ENTRANCE ' TOP OF P P ia, R, RQADWAY P .1. DEPRESSED CURB SECTION n ° AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 DEPRESSED CURB SECTION FACE U� CUIRE AT SIDEWALK RAMPS � 11, 6117' 6 11Z' , 1" IX R. 1R. FACE OF ADJACENT CURn l I TflF DF ROAD'AAN GUTTER SURFACE - � e � r I •� T' a r• R. , e 1 r4.. • P � t U P �1- P' n CEMENT CONCRETE '• '• ' . TRAf--FiC CURB OEPRESSED CURB DETAIL AT Rt:$iDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENJERAL NOTES'. 1. Sea slandard pianit 102 and 101.1 for corn eKpanaion and mrtracliar idnl spacing. 2. NDl used. 3 For Depressed IQon•IJ1Hr Driveway Curb b Cutter Seclhon, see Standwd ply 1 D4.2 a 0 00 N t 0 a + . FUl31.II: FVt7Fth: DEPARTME> i >v�o _J ca m I 3 0 5 0� 0: 0: z Z Q 2 0 rn 0� a 0- Y a rr Z 0 Z W 1� z C z D Q 0 z a N 1505 Westlake Ave. N. Lu Suite 305 W Seattle, WA 98109 CEMENT CONCRETE CURBS I AI: PP(WED CEMENT CONCRETE CURBS SECTION N TS 4" PORTLAND CEMENT CONCRETE (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STD SPEC 9-03.1) 3" CRUSHED ROCK BASE COURSE (WSDOT STD SPEC 9-03.9(3)) 12" COMPACTED SUITABLE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) NOTES: 1. CONCRETE SHALL BE FIBER REINFORCED, AIR ENTRAINED, WITH A MINIMUM MODULUS OF RUPTURE (Mr) OF 600 PSI, A 4000 PSI 28 DAY STRENGTH, AND A 15-FOOT MAXIMUM JOINT SPACING CEMENT CONCRETE SIDEWALK (ON -SITE) N TS CEMENT CONCREM CLW & U LftM (SEE NOTE 3) JI c�rr �' pi_.�ssEL7 taoNOLLrr+c CONGr�6TE f CURS L OtFITER SIOCWALK - (SEE DETAIL i4S-SHEET) f- y TYPE C28 - ISONETRIC VIEW (GCMMERC1N , WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feey construci a full depth expansion joint with 31B' Jolnt Oiler along the drNevl!ay Sane Ilnas rAu orcxwe (see v1d. plan 102). Construct expansion Jalnta parallel with the MWOMIRMIMMMDUAL Dentartlns as required at 15' maximum spacing when driwgwey =hTAACr1aN X01 ° IM ON "Ma ern widths exceed 30'. &Tn PLAN 102 s 1ft r h ff 1S IL 2. Sea std. plan 102 forsldewalk dotails. � - 3. Curb and gAer shown, other curb designs may he tipecitied. See std. plan 101 far curt} details. 4. Not Used. y y a Y-Ir 1'-Ir b. The engineer wlII design all driveways to Include eievetlons at all N M VAWEY,'Ar U0WrTUD0ALEJI MS0N paints marked with symbol "X". JVi elevations are at iha hack of JOYNIS •"A`Lbe FULL DOH curb top an upNH side. DEPRNSSED MON01.1rHIC CURB 8 OUTTERDETAJL 5. Not Used. 7. For Driveway Wldthe ace DRIVEWAY STANDARDS (See NOTE 10), The expdrtsion joints (see atd. plan 102) shall be spaced es shown In. the carnnpondin0 lsanlelrtla view, 8. Slopes shall Comply with sections R303.2.1 or R303.2.2 or x FAC:E Or ADiACENT CUM) R303.2.3 of the Revoti Revised DGLddelines for Accessible nblic 1� tt (s-of-Wray of Novcm13at 23, 2005 (PROWAG). 9. Curti ruturns for any Type C-MAX Drtvewsy may W approvW an a casebyc2se basis. '. .. y z1 0WAN 1 0 r v x 1' R + o ip. STREET STANDARDS = Renton Municipal CadeIRMC) Title IV Development Iiegulatlons a • �• rr } o CHAFFER 6STREETAND UTILITY STANDARDS- Sectlan 44460STRE€YSTANDARDS DEPRESSED CURB DETAJL AT RESIDENTIAL OR C WWL=RCLAL DMVEWAY5. AND ALLEYS DRIVEWAY STANDARDS - Renton Municipal Cade (RMC) Title N Developmem ReguWons GT'IVeway Example : TYPE CIS CHAFFER 4 R=R"WerW. C=Glanrxmrc* 1 CITY-WIDE PROPERTY DEVEiflPIVIt +iT STANOARDS Nw mtw Of LArm. SWIon44WM PARKING, LOADING AND 1]RMWAY iMA =4 Lane Gorry wl aq REGULATIONS B-50fOr[PW6W SWPp . Illank�No l3tAT� 5" PORTLAND CEMENT CONCRETE (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STD SPEC 9-03.1) 6" CRUSHED ROCK BASE COURSE (WSDOT STD SPEC 9-03.9(3)) 12" COMPACTED SUITABLE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) NOTES: 1. CONCRETE SHALL BE FIBER REINFORCED, AIR ENTRAINED, WITH A MINIMUM MODULUS OF RUPTURE (Mr) OF 600 PSI, A 4000 PSI 28 DAY STRENGTH, AND A 15-FOOT MAXIMUM JOINT SPACING STANDARD CONCRETE PAVEMENT SECTION N TS ilia r1tM dhiC1 DES WUMLK "N S: t MIN Vm" iiSEE W 7h r W1 to IF Or P&VM D'MWAreE3lu1gEo 3WEXPANW4 J41NTITYP.I s+4'R><'�►rrs14wJOINTr".1 1 T.'ENi ISCE 57D PUW Cba• �SAM,ar} CANGgE?E a SAR'Nu.li 0 f i<1 ls. w A R I -J 7 1 f C40MrFtUCTPM JONrt l f A&W wrT,l 41H by ,� ! tie€ F1aTE 1 !i i R -F SLOPE ".' 6/) ISM NOTE it 119- C0%TRA4TMN XM4t RYP I • 11 =- PLAN rr, PLAN VIPW FOR PLANTER WIDTHS GREATER THAN 0a"p�'SSEE NOTE ij° ""Ui s'M"�I 5 FEET, THE SIDEWALK SHALL NOT BE DEPRESSED AT THE DRIVEWAY. 5.1% WA TEE &OWE T irm +.. +a•,Arl - -� rlf M# DE�SSEB LtytgB Gu'TER . �k Ceuer,r poe¢c rE - W A IS2! NOe{]F L SIOEw4K �� 5riN.SIpIJ71f•RT*.i $E r'TIi1N 1 A 1 19TXrLWqu KYAOTr� 1 J'. Grrr L4tNl E IH 5:�1•E kiVll. - ' r--O'IrY T W: 317V9 DOPE I5: DF-_ DE VN EXIIE ERATtO OR1V6N'AY ,or am.WEMAMI 9,tOHN [x•tlkE Tt.CI 5E IUN (D I P'LAH - i fl4.� A «PLII3LJC WORK.'s CEMENT CONCRETE DRIVEWAYYFSSl'D. .��i, F PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT' ENTRANCES - NOTES AND DETAILS DEPARTMENT ENTRANCE - TYPES C18, C2B, nr C3B, alnd C-MA]CB (%VITH 13UFFEF �T CEMENT CONCRETE DRIVEWAY - TYPE C213 (MODIFIED) IIIIIIII _ 11111111 IIIIIIII Iuul11 � � ouull IIIIIIII o \ulllll � _•� Illllui millll 4 1• i �� I //dip �\\ � I ///� W REVISION N TS SURVEYED: WRH DESIGNED: LRR DRAWN: CMD CHECKED: WFF BY DATE APPR APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY For NOTES see STD. PLAN 104.2 SM. PLAN - 104.4 RRQy-FP 1 VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M 2.5" ASPHALT: 1/2-INCH AGGREGATE MIX PER 2012 WSDOT 9-03.8(6), PG58-22 OR PG 64-22 BINDER PER 2012 WSDOT 9-02.1(4) 4" CRUSHED AGGREGATE BASE COURSE PER 2012 WSDOT 9-03.9(3) it.iY.iY.iY.iY.iY.iY.iY.iY.iY.iY.oY�-COMPACTED' :LE MATERIAL 1 • STRUCTURAL FILL. DEPTH IS UP TO 12", VARIESa ON COVER AVAILABLI BETWEEN DETENTION AND BASE COURS UNSUITABLE NATIVE MATERIAL SHALL B SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS 1 ACHIEVE • 1 MAXIMUM DRY DENSITY (ASTM D1557) STORMCAPTURE UNIT MINIMUM ALLOWABLE 1 • ALLOWABLEMAXIMUM / PAVEMENT SECTI ON OVER DETENTION SYSTEM N TS PAVEMENT NOTES 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. 2. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECTS SPECIFICATIONS. 3. FOR PREPARATION OF PAVEMENT SUBGRADE, FILL PLACED WITHIN 12 INCHES OF FINISHED SUBGRADE ELEVATION IN FILL AREAS AND AT LEAST THE UPPER 8 INCHES OF SUBGRADE IN ALL AREAS TO BE PAVED SHOULD BE COMPACTED TO AT LEAST 98% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698). FILL PLACED BELOW THIS LEVEL SHOULD BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY. 4. AFTER PROOFROLLING WITH A LOADED TANDEM AXLE DUMP TRUCK AND REPAIRING DEEP SUBGRADE DEFICIENCIES, THE ENTIRE SUBGRADE SHOULD BE SCARIFIED TO A DEPTH OF 12 INCHES AND UNIFORMLY COMPACTED TO AT LEAST 98% OF STANDARD PROCTOR. 5. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3), OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 6. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 9-02.1(4) OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1,000 POUNDS, AND THE SURFACE COURSE SHOULD BE COMPACTED TO A MINIMUM OF 97% MARSHALL DENSITY (ASTM SPECIFICATION D 1559). 7. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR -ENTRAINED CONCRETE FOR PAVEMENT SECTIONS 9-03.1 OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 4-INCH MAXIMUM SLUMP AND 5 TO 7% ENTRAINED AIR. 8. CONTRACTOR SHALL PROVIDE A PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 9. PROOFROLLING SHOULD BE USED TO EVALUATE PAVEMENT SUBGRADE. 10. THE RECOMMENDED PAVEMENT SECTIONS ARE BASED ON THE ASSUMPTION THAT THE SUBGRADE CONSISTS OF UNDISTURBED SOIL OR STRUCTURAL FILL AND THAT THE PAVEMENT WILL BE CONSTRUCTED DURING THE DRY SUMMER MONTHS. ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS PAVING AND SITE DETAILS U N 0M0 co O O Q0 LL W z O I- Cn W DATE: LL 02/21/2019 FIELDBOOK: z PAGE: O DRAWING NO: C-8.0 Z SHEET: OF: W 14 18 Cr R-394714