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HomeMy WebLinkAboutR-393421TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. co rn co 0 Lu LU W a J N Z �U-1 d O O S Z_ � W � J �W (4- CD I W o O J / Q J Q CD / U U I --I �:T: OA L Q� U� w "CD (u a Q ", U w (U 6'0 MIN. ROOF DRAIN STUB WITH CLEANOUT, TYP LOT LINE, TYP. El HOU TYP. SE R PRIVATE ROOF DRAIN PUBLIC STORM SYSTEM COLLECTOR PIPE; PRIVATE STORM SEWER 6'!D MINN 3.00' MIN. BETWEEN CTR. OF PIPE AND R.O.W. 0.5%MIN. SLOPE, 2 FT. MIN. COVER CLEANOUT, TYPAT EVERY 90', CURB, SIDEWALK OR 2ND 45' BEND, AND AT 300 FT. MAX. SPACING ON STRAIGHT SECTIONS R.O.W. LINE PRIVATE JOINT UTILITY EASEMENT, ROOF DRAIN TO CONNECT INTO CITY CB, MIN. SIZE TYPE I 5' MIN. WIDTH NOTES: 1. PIPE MATERIALS ALLOWED: PVC, LCPE, TRIPLE WALL POLYETHYLENE (& DI. IF NECESSARY FOR STRENGTH) 2. THE ROOF & FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED 3. FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB. 4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY. SIZED FOR 25-YEAR PEAK FLOW. GtiZY p� TYPICAL ROOF DRAIN STD. PLAN - 225.00 1. PUBLIC WORKS COLLECTION STORM SYSTEM .B DEPARTMENT CIVIL PLANS "PgN,�p MARCH 2O08 .� r � O ­3 Cn N C) o � � � M O Cf) M C z M z M 0 �:: F— M 0 M (n C C z z � _U)M D z 0 AAW H SEE COR STD. PLAN 129 FOR POST INSTALLATION DETAILS TYPICAL INSTALLATIO C P CONSULTANTS Site Planning 4 Civil Engineering Land Use Consulting 4 Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. BID ITEM (INCLUDES SIDEWALK RAIAPSI PLAN STRIP (T CCN RUCTION JOINT ) SEE NOTE J CEMENTCONCRETE B CURB GUTTER ;SEE NOTE 31 Yfi' CONTMCTION JOINT 1 Nfrlp 10 (SEE STD. PLAN 102) PLAN VIEW � .DIFFERENCE INSLOPE I.= - DRIVEWAY WI SITNE SLOPE (SLOPE SHOVM EXAGGERATEDI 1.5% • o a DRIVEWAY WI RELATIVE �/ A NEGATIVE SLOPE(SLOP SHOWN EXAGGERATED) CEMENT CONCRETE PLANTER STRIP (EENOTE3) (TYP) CEMENT CONCRETE DEPRESS ONOLIT I C SIDEWALK CURB JTTER ETAIL STD PLAN 101.2, TYPE R18 - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) For NOTES STD PLAN 104.2 t� STD. PLAN - 104.3 GAIN PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR VED: DEPARTMENT FNZO ENTRANCE - TYPE R'1 B elldI l 2 ATL fi' MIN"MINVARIES (SEE NOTE T 6' NIW. I.E.NOTE fi) (SEE NOTE B) 10 PAveD r DRIVEWAY REWIRED I 31R' EXPANSION JOINT (fYP.) 1.5 NOTES: 1. SIGNS SHALL BE WHITE LETTERING ON GREEN BACKGROUND WITH A 0.3" (IN) BORDER, DOUBLE SIDED. 2. SIGN BLADE SHALL BE 8" FLAT ALUMINUM, TREATED, 0.080 GAUGE. 3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL. 4. LETTERING:SHALL BE CUT FROM 3M ELECTROCUT (EC) FILM SERIES 1170 OR APPROVEDPEQUAL. 5. FONT,;SHALL BE FHWA C2000EX UPPER AND LOWER CASE PER SECTION 2D.43 OF THE M U.T C.D. 6. POST SHALL BE MINIMUM OF 211X2" SQUARE TUBE. SEE STANDARD DETAIL 129 FOR INSTALLATION DETAILS. Gregg Zimmerman, Public Works Administrator 7-1/2" X 7-1/2" PRESSURE TREATED CEDAR POST--, 1/2" ® 45' CHAMFER ALL EDGES — (2)#4 HORIZ. TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFER-_ CRUSHED SURFACING 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL A TO CURB AND GUTTER 1 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS "W'-WIDTH OF SIDEWALK 1/2-X4- EXPANSION MATERIAL 1/4"R AT JOINTS CEM. CONC. CURB AND GUTTER SCORE LINES 1/2"X5" EXPANSION 1 4" FT. SLOPE MATERIAL CURB RETURN / / ONLY 1/2"R 1/4"/FT. SLOPE 1/2"R 4„ 1/2"R PAVEMENT AS PER PLANS 4" 1T PAVEMENT AS PER PLANS STANDARD CEM. GONG. PARKWAY STANDARD GEM. CURB AND GUTTER GONG. CURB AND GUTTER SECTION A -A SECTION B-B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS 0 JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/1C IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE. 1/2- THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1" BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT. 1/2-X 5' EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS 1/2-X4' EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4-) WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). TYPE 'B' 1" ® 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND AD'O' ALVANIZED STEEL HASP FOR LOCK x6' STEEL HINGE WELDED TO 9-1/4"x9-1/4" STEEL OR WITH 3/4" RADIUS ON 2 OPEN CORNERS NO PLATE SPACER. 1/4" GALVANIZED STEEL PLATE SPACER 1/2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER 2"x3/6" JOINT MATERIAL 12" NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. REMOVABLE WOODEN BOLLARD ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 DWG. NAME:H021 SP PAGE:H021 STANDARD OR VANED FRAME AND GRATE 1 \ \ L O I I I NLLJ � O U 10" X TYPICAL SIDEWALK ADOPTED CITY OF RENTON STANDARD PLANS 3' 0- (TYPE 1L) T IS'T DATE: 04/04 DWG. NAME: F007 SP PAGE: F007 2'-6" (TYPE 1) 5.5" r----I----- � i I W I I I I I I I >- I I I W I I I I � I I I - - - -------J 1'-2.5" GRA TE U OO TYPE 1 and TYPE 1L (OPEN CURB FACE) STANDARD OR VANED FRAME AND GRATE CB TYPE 2 X Y 1. D. 0. D. 48" 56" 111r 12" 54" 63" 14.5" 15" 60" 70" 18" 18" 72" 84" 24" 24" 96" 112" 37" 36" TYPE 2 3'-0" (TYPE 1L) I I J LL_I LLJ I I LLJ -� I I I o LuI If CN L ---I-J url /i 1L U 0 TYPE 1 and TYPE 1L SOLID 24" DIAM FRAME AND GRATE 1 1 I I I I I I I I / 1 / / / STANDARD OR VANED FRAME AND GRATE STANDARD OR VANED FRAME AND GRATE la IW 1 I I W O Q LLJ Z fr 10" NOTES. 1. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY 2. NORTHING AND EASTING (OR STATION AND OFFSET FROM CONSTRUCTION CENTERLINE) SHOWN ON PLAN REFERENCES CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS J. REVERSE TYPE 2 CATCH BASIN TO BE INSTALLED ONLY AT LOCATIONS SPECIFIED ON PLANS STRUCTURE PLACEMENT DETAIL NOT TO SCALE CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS PLS SCALE: RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE DRAWN. JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION - DATE APPR APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SC QV WAS 4' � 6 M 37610 .� CTSTS, �sSIONALis i THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. AO R MY OF RENTON Planning/Building/Public Works Dept. REVERSE TYPE 2 (SEE NOTE 3) CB TYPE 2 Z I.D. 0. D. 48" 56" 2" 54" 63" 5.5" 60" 70" 9" 72" 84" 15" 96" 1 112" 28" LEGEND + = CENTER OF GRATE 9 = CENTER OF STRUCTURE FOC = FACE OF CURB T-393408 R-393421 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS I W DATE: 5/1/18 Q J FIELDBOOK: PAGE: DRAWING N0: N C3.103 Z s FE- OF: 21 48 (n