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Home My WebLink AboutR-397005C:) co i 1 0 W I- 1 1:r• DIFFERS BID ItEIAIPICLUDES SIDEWALK RAMPS) VARIES (SEE NOTE 7) 6_MIN._- (SEE NOTE m (SEE NOTE 61 10 LF OF PAVED r ORNEWAY REQUIRED I 3+a' EXPANSION JOINT (TYRI ISEE STD. PLAN I°h CEI.ffNT CONCRETE I SIDEWALK x� # w SEE NOTE S A CONSISTS T SLOP e PLANTER STRIP i s � g I CONSTRUCTION JOINT I SEE NOTE I CEMENT CONCRETE RALIP \PITH 1M TV J CURB 6 GUTTERSLOPE(TYP.) SEE NOTE 7) 1WCONTRACT+ONJOWT(TYPI (SEE STD. PLAN 1021 PLAN VIEW VARIES (SEE NOTE 16I a 3% M" SEE NOTE B ITYPI :I 6' MIN 6' Mw CEMENT CONCRETE 6 MIN DEPR56SE0 CURB a GUTTER SIDEWALK �� 11r EXPANSION JOINT (IYP.) (SEE NOTE JI SFrmnm L A 1 ISEE STD. PLAN 102, "6'IN TYPE R18 - ISOMETRIC VIEW (RESIDENTIAL WITH BUFFER) For NOTES STD PLAN 104.2 G` o� STD. PLAN _ 104.3 + + PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR ZNMdM6.,, ED: DEPARTMENT ENTRANCE - TYPE RIB ,ATE CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. 'rHE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION, BASE SECTION Gregg Zimmerman, Public Works Administrator SEE NOTE 4 NOTES t. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITI I APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED, 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR %2 BOND. 5, ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT 6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT. Y. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL. BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 3. PICK ! LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. PUBLIC WORKS I CATCH BASIN INSTALLATION DEPARTMENT STD. PLAN - 202.00 MARCH 2O08 CEMENT DEPRESSED MONOUTHIC TE CONCREj CURB & GUTTER SIDEWALK \ i� (SEE DETAIL THIS SHEET) TYPE C26 - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion joint with 3!8" joint filler along the driveway lane lines (see std, plan 102). Construct expansion joints parallel with the oenteriine as required at 15' maximum spacing when driveway widths exceed W. 2. See std. plan 102 for sidewalk details. 3. Curb and gutter shown, ether curb designs may be specified. See std. plan 101 for curb details. 4. Not used. 5. The engineer Will design all driveways to Include elevations at all points marked with symbol "X'. All elevations are at the back of curb top on uphill side. 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10), The expansion joints (see sW. 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 R303.2.3 of the Revised DmIlit Guidelines for Accessible Public Rigbts-of-Way, Of November 23, 2005 (PROWAG). 9. Curb retums for any Type C-MAX Driveway may be approved on a cese-by-case basis. 10. STREET STANDARDS a Renton Municipal Code (RMC) Title IV Development Regulations CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-6-060 STREET STANDARDS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations CHAPTER 4 CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Section 4-4-M PARKING, LOADING AND DRIVEWAY REGULATIONS CEMENT CONCRETE CURB d GUTTER (SEE NOTE 3) FACE Ate CURB SEE(9) SEE DEPRESSED CURB DETAfl. CONTRACTION JdNT - a Ur - ON THIS SHEET STO PLAN ID2 41w, r . POF ROADWAY ROADWAY < 1W -f • a a 1 � 1 NOTE: DRIVEWAY LONDPWDINAL EJPMBION JOBYTS SHALL BE FULL DEPTH DEPRESSED MONOLITHIC CURB 3 GUTTER DETAIL. --FACE OF ADJACENT CURB 1• R--OUiTER SURFACE i • j� D �-1•R - o � L D DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIALDRIVEWAYS, AND ALLEYS Driveway Example: TYPE C1 B R=ReWdeM)al. C=CaTxrcroW Number of Lanes, (MAX-4 Lane CommenCal) B-BuW(P Strip). Blank-NoBuiTer -' &M- PLAN - 1042 PUBLIC WORKS I CEMENT CONCRETE DRIVEWAY DEPARTMENT IENTRANCIES - NOTES AND DETAILS 6 RAISED EDGE DETAIL 1' "P SIDEWALK LEVEL trz' ExrEND SIDEWALK TRANSVERSE 1'-01 T-D' s/a" ptQPREMGL=."NT FILLER 12' 0M R JOINTS TO INCLUDE RNSEO EDGE TYPICAL WHERE APPLICABLE ROU DING 2. t Wr (IN) R. (TYP) FO R RB DETAILS 1p ►.. , + I _ 1.5% _ AN 101 SnNGROADWAY SHEDROGCBASSEE RAISED EDGE1'. or SIDEWALK DETAIL - THIS TYPICAL UNDER CRUSHED SURFACING TOP COURSE (CSTC) ALL CUT SIDEWALK OMPACT TO 95% MODIFIED PROCTOR (UNLESS REQUIREMENT WAIVED BY SLOPES] w' WITH RAISED EDGE ENGINEER) TYPICAL UNDER ALL CURB, `// 11r (IN) R. (rYPJ GUTTER a. SIDEWALK CSTC UNDER CURB a GUTTER TO BE S• THICKNESS OR 0% 1 FOR CURD DETAILS MATCH EXISTING ROADWAY CRUSHED ROCK -0 SEE STD PLAN 101 BASE. WHICHEVER IS GREATER (TYP. FOR AN� • ' ALL CURB a GUTTER). �V�IY)" ^ ••' t FINISHED GRADE VON) BELOW ID Alx TOP OF CONCRETE SURFACE ADJACENT TO CURB 11 0. 1' -0" MIN 11r (IN) R (TYR) RW DING FOR CURS DETALS _2.0% 1 ,." 1.5X SEE STD PLAN 101 BRIDGE OR PEDESTRIAN R'iceRAILING� FOR CURB DETAILS ADJACENT TO CURB BARRIER -SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS ALL OR BARRIER 1rr ON) R. (TYR) I SIDEWALK FLUSH a 1.5% •« '« 112' N)R. VERTICAL WALL- .4.�- - ... ,'V'Ay7" %« ••• P �-,P V0191 SEE DETAIL3W (IN) PREMOIDED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL JOINT FILLER FOR SIDE i TREATMENTI SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE 10) SECTIO S 1r2'(IN)R. 1') FOR CURB DETAILS _ 1'S% 1.5%MOD SEE STO PLAN 101 •S�• � • R FINISH OMATCH OR MATCH EXISTING J� • �� /u'�' TROWELED PERIMETER FINISHED GRADE V (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED 0" fd • 5'•01 / ``h.. CEMENT CONCRETE CURB (CUADJACENT TO BUFFER STRIP FOR CUR D GUTTER sHrnvn> • - \ FOR CURS DETAILS SEE STO PLAN 101 5 ar . VrTO1/4' NOTES \; / 1. Four feet of the sidewalk wkith spas e P be the minkmwm pedestrian accessible mute (PAA1 free of vertical and horizontal obstructions. Gratings, \ Access Covers, Junction Boxes, \ Cable Vaults, Pug Boxes and other appurtenances within the sklewalk must be flush with surface. and match P!(� grade of the sidewalk. ` 2. Monolithic Cement Concrete Curb and Sidewalk is not permitted in new For other referenced NOTES see construction. when replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb build per WSDOT Standard Plan F-30.10-03. Paved surfaces must comply with 3. Concrete to be 4,OW PSI. STD PLAN 102.1 as applicable. CONTRACTION JOINT . • ,Ta , IN SIDEWALK ONLY FULL -DEPTH EXPANSION JOINT W BOTH CURB A40 SIDEWALK (SEE STD PLAN WL31 kl�_ C CONTRACTION JOINT JOINT AND FINISH DETAIL • • . l t PRENI•. JOINT F FILLER E FULL -DEPTH EXPANSION JOINT PUBLIC WORKS CEMENT CONCRETE DEPARTMENT SIDEWALK ,. .. IQ REVISION s• y 6'OR1T ONE 93 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 17 HEIGHT RECTANGULAR ADJUSTMENT SECTION O,�bl /SFFNo #3 BAR EACH CORNER #3 BAR EACH SIDE #3 BAR EACH WAY PRECAST BASE SECTION NOTES PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE 12" ALL METAL PIPE 15" CPSSP* 12" (STD. SPEC. 9-05.20) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance With Standard Specification 9-04.3. C 7 7 _TCC CU?FALL TO STREAM DUMP ND PDLLUTANT� o TOP 24" 7 OR 8 EQUAL SPACES Z _DIRECTION OF FLOW I - SECTION SLOT - SEE DETAIL I AND NOTE 1 J SECTION B t 3/4• 1 1/4" 5/8 BOLT -DOWN SLOT DETAIL SEE NOTE 1 #3 BAR EACH CORNER NOTES 18" MIN. 1 Provide two slots in the grate that are vertically aligned j with the holes in the frame. Location of bolt -down slots varies among different manufacturers. #3 BAR HOOP ISOMETRIC z. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Unless otherwise specified, vaned grates shall be used with standard frame SEE NOTE 1 in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. ALTERNATIVE PRECAST BASE SECTION ti� O STD. PLAN - 200.00 STD. PLAN - 204.20 PUBLIC WORKS CATCH BASIN TYPE I �'PUBLIC WORKS RECTANGULAR DEPARTMENT\= $ MARCH 2O08 DEPARTMENT VANED GRATE MARCH 2O08 �N;tp 4�'N:tO SURVEYED: DESIGNED: KL DRAWN: KL CHECKED: AEP BY DATE AP P R APPROVED: SCALE SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM N O U I1 w U Q R-397005 � AR • i • IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �' SURFACE WATER UTILITY Ar%Ann Fowler 08/01 /2018 rstraka 08/03/2018 IL Q F_ aC O _ DATE: 08/03/2017 U) CITY OF LALLY'S SHORT PLAT FlEt.DB00K: BOOK Cl) R E N TO N PAGE: PAGE • DRAWING NO: Planning/Building/Public Works Dept. STANDARD DETAILS C5 J SHEET: OF: 5 7 _J R-397005