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HomeMy WebLinkAboutR-392340N 0� co I W V rr w I Z Z U LL w O LL IZ � I- 1 Q J I I I I O) X z 0 CD z_ Y J Q m O U (n n Lo 0 CD N CD L N 0 is a n a I -o I Ln O -0 rn 0 Ln Ln CD LO 1-1 In CD CD O Z w i� 1'-0' V-0- ISEE CONTRACT) ROU DING 2��'0 1 1/2- JIN) R. (TYP.) CURB NOT INCLUDED IN BID ITEM - a•e , t • S.• �, .. SEE RAISED EDGE ' 3re' (IN) PREAIOLDEO 1'-0" SIDEWALK DETAIL- THIS SHEET JOINT FILLER ALL CUT MIN. (SEE CONTRACTI SLOPES 1/2' UN) R. (rVP.) WITH RAISED EDGE ++ _1 2 0'. 1 1$,A .. RB NOT INCLUDED IN BID ITEM - 3.8" (INI PREMOLDED ,.;\ FINISHED GRADE 1' (IN) BELOW JOINT FILLER '/ TOP OF CONCRETE SURFACE 2'-0- SIDEWALK ADJACENT TO CURB ;RDU 0' MIN. (SEE CONTRACT) G MZ' (IN) R. (TYP.) \ CURB NOT INCLUDED IN BID REM - �2.0% 1' t 1 5% BRIDGE OR PEDESTRIAN PREMOLOED WALL OR BARRIER RAILING JOINT FILLER ADJACENT TO CURB BARRIER - SEE SIDEWALK (STEEP FILL SLOPES) CONTRACT PLANS (SEE CONTRACT) WALL OR BARRIEfjt.- I 112" (INI R. (TYP.) FLUSH I I ' 1 5x -� CURB NOT INCLUDED IN BID ITEM - SIDEWALK T. 112' VERTICAL WALL- 31e' (IN) PREMOLDE( SEE DETAIL JOINT FILLER (TYP.) • ADJACENT TO CURB AND RAILING OR WALL (IN) PREMOLDED JOINT FILLER SIDEWALK BUFFER STRIP (SEE CONTRACT) (BEE NOTE 10) 1 z" (IN) R. SIDEWALK ADJACENT TO WALL DETAIL CURB NOT INCLUDED IN BID ITEM - 1.5%MlN 6' LEVEL 112' IIN) R. FINISHED GRADE 1" (IN)BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED •' ADJACENT TO BUFFER STRIP 4" GROOMED FINISH • • ' • • ' 4' WIDE. SMOOTH 4 • QE, „ r TROWELED PERIMETER RAISED EDGE DETAIL 12' \` EXTEND SIDEWALK TRANSVERSE Q' JOINTS TO INCLUDE RAISED EDGE a, • - -' ��.�\ �� CEMENT CONCRETE CURB G \� (CURB AND GUTTER SHOWNI NOT INCLUDED IN BID ITEM 0 For NOTES see STD PLAN 104.2. Paved surfaces must comply with STD PLAN 102.1 as applicable. ale" z 11e� CONTRACTION JOINT IN SIDEWALK ONLY EXPANSION JOINT IN BOTH . �,•� I'%?. TO ! • • �.��.?. TO CURB AND SIDEWALK ( SEE STD PLAN 101 1, .Q P JOINT AND FINISH PREMOLDED DETAIL JOINT FILLER E EXPANSION JOINT (-C) CONTRACTION JOINT O~�Y or PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT SIDEWALK PPR0 ED: T ATE Gregg Zimmerman, Public Works Administrator A - \� CEMENT CONCRETE CURB 8 GUTTER (SEE NOTE 3) CEMENT CONCRETE / ij - DEPRESSED MONOLITHIC CURB t, GUTTER SIDEWALK (SEE DETNL THIS SHEET) �\ u� TYPE C2B - 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 FACE OF CURB (see std, plan 102). Construct expansion joints parallel with the SEE (DC SEE DEPRESSED CURB DETAIL centerline as required at 15' maximum spacing when driveway CONTRACTION JOINT J e fir ON THIS SHEET widths exceed 30'. STO PLAN 102 s 11•e' , 11 b / 1R'R. TOP OF ROADWAY 2. See std, plan 102 for sidewalk details. -- -a _ N 3. Curb and gutter shown, other curb designs may be specified. See std. plan 101 for curb details. 4. Not used. I- i 111 5. The engineer will design all driveways to Include elevations at all NOTE DRIVEWAY LONGITUDINAL EXPANSION points marked with symbol "X". All elevations are at the back of JOINTS SHALL BE FULL DEPTH curb top on uphill side. DEPRESSED MONOLITHIC CURB & GUTTER DETAIL 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. 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 R303.2.3 of the Revised Draft Guidelines for Accessible Public 1" Rights -of -Way of Novembcr 23, 2005 (PROWAG). 9. Curb returns for any Type C-MAX Driveway may be approved on a case -by -case basis. '. p �," R -c; VTTtER SURFACE ( D 10. STREET STANDARDS = Renton Municipal Code (RMC) • • o, Tittle IV Development Regulations CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations Driveway Example: TYPE C1 B CHAPTER 4 R=1coldental. C=Commercial j I CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of Lanes, - J Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAXI Lana Commercial) REGULATIONS B-Buffer(PlentingSfrip), Blank=NOBufer I 37D PUBLIC WORKS CEMENT CONCRETE DRIVEWAY g-�_D: - 1042 i DEPARTMENT ENTRANCES - NOTES AND DETAILS T &TE UANU- OR ASBUILT ROAD AND DRAINAGE NOTES AND DETAILS FOR ALL UIM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON M X 0 m m C 0 0 �30 DapZ Div U7 MOUNTING ON EXISTING METAL POLE OR LIIMINAIRE " MIN 5/113 "x2-1 /2" GALVANIZED BOLT W11H GALVANIZED WASHERS. tilE Sn; -ill 1 i, 14 50 f DR :'USI MTALLA3er t1ETAl5 "W FH1M C70M -- - - YErkf y .G Al s 0.3 NOR DOICER R,AL113$ 73 C s _ SIR TYPICAL INSTALLATION NOTES 1. DIMENSIONS FOR THE PARTS USED TO AS5EMEILE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS THAT ARE IN COMPOANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2, A 2" (IN) POST WITH A 2 1/4' (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PEST ANCHOR MAY BE SLIBSTiTLJTED. SEE CONTRACT PLANS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSOOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9- 06 AND 9-26- EDGE OF TRAVELED ROADWAY 30---I FOR REFLECTOR12ED SIGNS: MOUNT FACING 3'(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SION FACE ORIENTATION Mt I AL t•Ub I 12 TOP OF ANCHOR SICN POST �_ LOWER SOUAR _z0 5 TU$Ey C) s g 0~ e SLw FINISHED ' co e On - On LINE LOWER SiCN 5/16 Ify CORNER BOLT O r POST SUPPORT OR 3/8 (IN) FLANGED SHOULDER 900 IAnTH NUT AND WASHERS - 2 REQUIRED (TYP.) f30LT STOP ra m5 FOR SIGN POST TYPE ST-4 SION SUPPORT r LOWER SIGN POST SUPPORT h- 2.25- (IN), 7-GAGE, HDT-DIP GALV., I - HEAVY-DUTY ANCHOR IAM COMMERCIAL CONCRETE MOUNTING ON METAL IFOUT SIGN MOUNTING ON SINGLE STD. PLAT"[- 129 PUBLIC WORKS METAL POST APPROVED - DEPARTMENT (ADOPTED) A 1 W2_-�6 DATE 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION NOTES. 1. SlG14S SHALL BE WHITE LETTERING ON GREEN BACKGROUND WITH A 0.3'BORDER, DOUBLE SIDED. 2, SIGN BLADE SHALL HE B" EXTRILIOED ALUMINUM, TREATED, O.OBO GAUGE, 3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL. 4, LETTERING SHALL BE CUR FROM 3M ELEGTROCUT (EC) FILM SERIES 117D OR APPROVED EQUAL- 5 FONT SHALL BE FHWVA C20DOEX UPPER AND LOWER CASE PER SECTON 2D.43 OF THE M U T C,O, 6. POST SHALL 8E MINIMUM OF 2'X2" SQUARE TUBE. SEE STANDARD DETAIL G008.3 FOR INSTALLATION DETAILS. N \� 15• (typ) see note 1 'm 4" DIAMETER SMOOTH 4 hook clamps evenly BARS EQUALLY SPACED placed see detail below (4" O.C. MAX.) 0 A t A Provide maintenance access by welding 4 crossbars to 4 vertical bars as shown. Hinge upper ends with Flanges/ bolts and provide locking mechanism (padlock) on lower end. Locate steps directly below. PLAN VIEW NTS LOWER STEEL BAND a' x 4" WIDE FORMED TO FIT ON GROVE OF C.B. RISER 24" UPPER STEEL SEE BAND w4" X 4" NOTE 1 WIDE /ME= TYPE 2 SMOOTH -� VERTICAL BARS C.B. RISER HOOK CLAMP CNCHORED TO C.B. RISER DETAIL HOOK CLAMP NTS 314" DIA. SMOOTH ROUND BARS WELDED EQUALLY SPACED. BARS SHALL BE WELDED TO UPPER & LOWER BANDS (24 BANDS EVENLY SPACED SEE NOTE 1) SECTION A -A NTS STANDARD GALVANIZED STEPS OR LADDER NOTES: 1. Dimensions are for illustration on 54" diameter CB. For different diameter CB's adjust to maintain 45°angle on "vertical" bars and 7" o.c. maximum spacing of bars around lower steel band. 2. Metal parts must be corrosion resistant; steel bars must be galvanized. The use of steel is prefer. 3. This debris barrier is also recommended for use on the inlet to roadway cross -culverts with high potential for debris collection (except on type 2 streams) 4. This debris barrier is for use outside of road right-of-way only. For debris cages within road right-of-way PUBLIC WORKS OVERFLOW STRUCTURE STD. PLAN - 234.20 �DEPARTMENT F MARCH 2O08 SURVEYED: BCE DESIGNED: BJT BK 1/20/1 BJT DRA RAG BK 1 1/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Plonning/Building/Public Works Dept. - 6' lroll ('1woua min - 6" min rmin Go omiefoodng - kayed Ilydd wdiie4u 5cd SECTION A -A as shown NITS Nate: For SWIPE, pipe must be Tree to slide inside a 4' long SgCllon of pipe one size diameter larger. � r l 1 stra i4kmt� In anchor Ifli._,_ h 1' min. dlamalQr I.�; sleskrodlslravl P ABDPfEty to PI - 8" min _'• ITS A _ concreW 1GQting ,• r F keyed Into undlshurbetl soil *IJ PI. +' aS Shown SECTION we NTS STD. PLAN -- 221.30 PUB14IC WORKS STRAP PIPE ANCHOR DETAIL DEPARTMENT MARCH 2006 T W z 41423 JS�NALI�0����`� 3-1-/2-0/2-01- (n LLJ 2 0 U I- Z > � Z � V) Q (n LLI Ln J LJ a J X Z < Z LLJ LLJ N J Z Q I-10 N N C:)N 00 U Z 00 N r Z > CO 00 Z Z I I w LLJ Q Z In In (D Z LO N N Z - i UJLd } N Z N N J 00 LLJ CITY OF RENTON `Gj� 04. DEPARTMENT OF PUBLIC WORKS J 2 Q C7 i LU T APPROVED BY DATE uJ APPROVED BY DATE V� A`' APPROVED BY DATE �A ° CONSJ APPROVED BY DATE v ROAD AND DRAINAGE NOTES AND DETAILS DATE 1 E1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 W BELLEVUE, WA 98004 SHEET OF 45 68 pp T - 3 9 2 3 0 8 IR