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HomeMy WebLinkAboutR-393422TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. co rn co I 0 0 W i LLU UJ a J Q N Z 'U vJJ J d / sz �J �W CD W 00 J / Q J oY / U U 7- L' � �:T: on L Q� U� Cr CD w CU a Q ", U LU CU ANY TIME 9 24" -- CD J MIN. Q C LR. In z mLLJ U z m UILL_LL Q 4„x4„ 0 „x4>, TOP OF CONIC. z z POST w Li'0ST SIDEWALK Q CA o e} '4 48 _ TOP OF GROUND _ _ CD CD w w I CD OR TOP OF CONIC. co 0 SIDEWALK s`• d V.1rzsCs a v CD DEPENDING ON SIZE OF I SIGN AND NUMBER OF N SIGNS ON POST (TYP.) IN POST BEHIND SIDEWALK POST WITHIN SIDEWALK NOTE: LEGIBILITY DISTANCE SHOULD BE AT LEAST 40 FEET PER INCH OF LETTER HEIGHT. TYPICAL SIGN INSTALLATION DETAIL ADOPTED 0 0 O O O O O O O O O O O O O VI i r yr RCIV I VIV STANDARD PLANS LAST DATE: 06/04/2002 SP PAGE G012 2=7 "MAX. MIN. 5'-0" !A2 WIDTW y1I MOUNT ON FEDE5TAL PROV►DED WRN N.D.C. �.U. UNIT. 4. NJOTE5 I. IN5TALL.ATION OF N.D.C'5.U. INCLUDING CONSTIZUTION OF 5A-"?E WILL jE UVNE aY u.s. �osT�L. s�Qvlc�. QE1&45Q l-I000 DELIVER`( AMC) COLL F_c-noQ 50X UNIT CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • 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 sht 0 2019 CPH Consultants, LLC. All Rights Reserved. U.S.P.O. Neighborhood Delivery and Collection Box Unit (Mailbox) Installation ADOPTED CITY OF RENTON _ + STANDARD PLANS LST DATE:1-Aug-87 DWG NAME: HR-06 SP PAGE: H026 e6a WIn1 L14�4 5,10e LKIYa^4ND _�, PLAN...---- � •,•Q.:. 82455 CAP O.C. �0q , / Ob-1-51 L 3"4.G CL.G i I 4'. ;.a.. I:;:;:,'.. .•.}++h-- GOMPAC ED ELEVO7--0/V I:;;; •': ;` ��'� SAND �SEGT/Uc/ _,� W FAcr1W NOTE: 1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976. ; 2. THE CASTINGS SHALL BE GRAY-!RON CASTINGS, ASTM DESIGNATION A-48, CLASS 40 THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL IJIDTH OF BEARING SURFACE. 3. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN OQNCRETE PAVEMENT, A CEMENT CONCRETE BASE WILL NOT BE NECESSARY. 4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 1-05.3(1) FOR ADJUSTMENTS TO GRADE. 10'- 0" MAX. 1000, - 0" MAX. PULL POST - SPACED END OR CORNER POST TENSION WIRE 10' - 0" MAX (TYP) 1000' (FT) MAX. TENSION WIRE PULL POST I B LINE POST - SPACED BRACE TENSION TWMSTED SELVAGE I D I i I i . @ 10' (FT) MAX. : % POST WIRE (TYP.) TENSION WIRE ...... _e �J •�i�0.2•�ai•�.•J� ��•: ��. ��� .NJ ��D. O:II ....... � !i!i1C!•!•!4 `..... . ... Ki!•.::=y!J_•�et���4!�� d0��.!O_�P�O�� � ������.���J_�O�!•4!(l 10'-O-MAX END OR CORNER POST TENSION WIRE ff'O TENSION WIRE TYPE 3 500' - 0" MAX. TENSION WIRE 1(r-0r MAX CFYP_) I B LINE POST -SPACED BRACE KNUCKLED PULL POST I TENSION WIRE . STRETCHER BAR (TYP.) FABRIC BAND (TYP.) CONCRETE POST BASE (TYP.) Monument Case & Cover ADOPTED- �Y C•s> ' U~A CITY OF RENTON STANDARD PLANS LST DATE:1-Feb-89 DWG NAME: HR-04 SP PAGE: H031 TENSION WIR STRETCHER BAR (TYP.) NOTES HOG RINGS (TYP.) - 1. All Concrete post bases Shall be 10" (In) SPACED @ 24" (IN) MAX. minimum diameter. BRACE POST 2. Along the top and bottom, using Hog Rings, fasten the Chain Link Fence Fabric to the Tension VVire within the limits of the first full fabric weave. 3. Details are illustrative and shall not limit hardware design or post selection E of any particular fence type. 4. Fencing shall be used for security and boundary delineation only. TIE WIRES (TYP.) - SPACED @ 14" (IN) MAX. CHAIN LINK -"• FENCE FABRIC TENSION WIRE iN 'POE CONCRETE POST FABRIC BAND WITH BASE (TYP.) CARRIAGE BOLT AND NUT - SPACED 15" (IN) MAX. PULL POST - SPACED HOG RINGS (TYP.) - @ 500' (FT) MAX. SPACED @ 24" (IN) MAX. TENSION HARE i- BRACE POST A . ilia a:.1 •• •M%a i.♦ oil i*02. ♦•.a•� ••.,• ♦•••III ��•:•••.WE �I:�•a �••..♦ � RN RYK • 3 112" POST AND RAIL SPECIFICATIONS 1 5rB" PIPE ROLL FORMED POST ^m NOM. SIZE (SCH. 40) SECTION WEIGHT I.D. (Ib/ft) FABRIC LOOP - 2 SIDES Y FENCE LINE Z END, CORNER OR PULL POST 211r DIAM. O 5.10 LINE OR BRACE POST 2- DIAM. OZ 1.85 TENSION WIRE CHAIN LINK " FENCE FABRIC 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 0. REVISION - DATE APPR APPROVED: STRETCHER ABRIC METHOD OF FASTENING STRETCHER BAR TO POST TIE WIRES (TYP.) - SPACED @ 14" (IN) MAX. 4 A.TRJ oV wasy��cy ,70 �O A 34363 'nF �01 SsfoNAL ECG Barry, Ed Jul 14 2015 11:14 AM CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff Jul 14 2015 11:24 AM STATE DEIGN ENGINEER Wa,hingt n State Departm d of Transportation VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M TYPE 'A' PRESSURE TREATED 7-1/2" X 7-1/2" CEDAR POST (2)#4 HORIZ. TOP 8c BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFER _0__ --CRUSHED SURFACING)-- __01 CRUSHED SURFACING NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR 8c CONCRETE SURFACE. vSIONAL ���� 1is • 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. ;RAOZ%C TY OF RENTON Planning/Building/Public Works Dept. TYPE 'B' 1" @ 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND 1/2" 0 45" CHAMFER ALL EDGES SLOPE CONCRETE FOR DRAINAGE 2"x3/8" JOINT MATERIAL dCONCRETE SIDEWALK 16" �18" 6" 12" FIXED WOODEN BOLLARD ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 DWG. NAME: H022 SP PAGE: H022 T-393409 R-393422 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS I LLJ DATE: 5/1/18 Q J FIELDBOOK: PAGE: < DRAWING N0: N C3.104 Z CF: 22 48 (n