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HomeMy WebLinkAboutR-411024N_ O 1 LU DccuSign Envelope ID: 5D308A1A-204D-48ES-9323,BA2834BB565E GENERAL NOTES' 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE 6 7-0. 6 POLES, TRAFFIC SIGNAL PODS, SIGN POSTS). RAISED EDGE DETAIL LEVEL ._.J 172 EXTEND SIDEWALK TRANSVERSE ,' • D. V - 0• J2' , (IN) R. JOINTS TO INCLUDE RAISED EDGE ROU DING 2.0% a •► ' ! SIDEWALK 316• (IN) PREMOLDED JOINT FILLER TYPICAL WHERE APPLICABLE 112'(IN)R.(iYP.) FOR CURB DETAILS 'v 2. ALL DTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ••• 1.5% SEE STD PLAN 101 ,� ,' (IN) R. I•. • , t . •, • • 9���►� . :- ,:..-.., EXISTINGROADWAY _ __ _ -. - i�, / CRUSHED ROCK BAS ONCE CONSTRUCTION IS COMPLETE. NT- SEE RAISED EDGE ILTYpICAL ,'-0" SIDEWALK OETAfL-THIS SHE ALL CUT MIN. UNDER CRUSHED SURFACING TOP COURSE{CSTC) SIDEWALK OMPACT TO 45% MODIFIED PROCTOR 3• ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION SLOPES' IJ2•(IN) R.(TYP.) BY WITH RAISED EDGE ENGINEER) TYPIUNLESS CALU ER ALL EMENT DCURB, GUTTER B SIDEWALK. CSTC UNDER CURB 6 GUTTER TO BE 6• THICKNESS OR LIMITS SHALL MEET CURRENT ADA STANDARDS(I.E. JUNCTION BOXES SHALL HAVE NON—SKID 2.0% 1a FOR CURB DETAILS OR SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER (TYP. FOR AK Tt� �' •• ' •• R•f ALL CURB & GUTTER). LIDS). FINISHED GRADE 1• (IN) BELOW '^ 2'-0' SIDEWALK i TOP OF CONCRETE SURFACE 4, ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION ADJACENT TO CURB 1.-D I,-p MIN TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK, ROU DING ,2 0% FOR CURB DETAILS SEE STO PLAN 101 's • • • •6%• •[ .... .. .. ----°~F�:.• 5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER BRIDGE OR PEDESTRIAN Sty RAILING �' ,�.. DATE DURING CONSTRUCTION SHALL BE RE —INSTALLED TO CURRENT STANDARDS. FOR CURB DETAILS BARRIER -SEE SIDEWALK SEE STD PLAN 101. ADJACENT TO CURB (STEEP FILL SLOPES} CONTRACT PLANS I 1J2' (IN) R. (fYP.) /---WALL OR BARRIER f� I I ,I j� �} SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. I If I FLUSH I v SIDEWALK ..; .' 112 .� ._.: - - - • MR 7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS ".... VERTICAL WALL - NX 'U ... ' SEE DETAIL • 31B• PREMOLDED ► . . ► SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK (IN) JGIFILLER A ADJACENT TO CURB AND RAILING OR WALL - e• SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST FOR SIDE PREMOLDED JOINT FILLER FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL btt OTHER SIDEWALK (SEE NOTE 10) SECTIONS112 YPI�)R. FOR CURB DETAIL$ 8. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL VEHICLE DETECTION SHALL BE MAINTAINED AND 1.5%R, _IN. SEE STD PLAN 101 -- \ r r BROOMEDFINISH ! REMAIN FUNCTIONAL, NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED 1"``� 1'�, •:•' OR MATCH EXISTING • 0 4'WIDE,SMOOTH AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. � 7 l] TROWELED PERIMETER C� FINISHED GRADE 1- (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED 0' f0 �' •' (CURB AND GUTTERSHOWN)9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION ADJACENT TO BUFFER STRIP .i 5,0 FOR CURB AILS SEE STD PLAN 101 SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS O MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE, CONTRACTOR TO COORDINATE 5 � INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER NOTES TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. 1. Four feet of the sidewalk width shall be the minimum pedestrian - accessible route (PAR) free of vertical and horizontal obstructions. Gratings, IN ONLY • ' ► r�B. ► • . ?P�o t.• ► • ' ! '• Access Covers, Junction Boxes, Cable Vaults, PUII Boxes and other FULL -DEPTH EXPANSION JOINT IN BOTH ►' CURB AND SIDEWALK (SEE Ste PLAN 101.1) appurtenances within the sidewalk s/�F� must be flush with surface, and match 318' C CONTRACTION JOINT grade of the sidewalk JOINT AND FINISH 2. Monolithic Cement Concrete Curb and Sidewalk is not permitted in new For other referenced NOTES see DETAIL , r 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 PREMOLDE JOINT FILLER STD PLAN 102.1 as applicable. 3. Concrete to be 4,000 PSI. E FULL -DEPTH EXPANSION JOINT .•,� PUBLIC WORKS CEMENT CONCRETE STD. PLAN i 102 T'� I ISO I I) DEPARTMENT SIDEWALK l f r.. TRANSPORTATION NOTES STIR. PLAN — 135 4 1* PUELIC WORKS ):1 DEPARTMENT GAZ 3/13/2019 I NTS NTS City of Renton Standard Plan 102 City of Renton Standard Plan 135 Not Us - I Not Used Cement Concrete Sidewalk Transportation Notes 4 NTS NTS Not Used 5 Not Used Not UsedNTS 7 Not UsedNTS 8 COPYRIGHT© 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. z O J Q LL 0 Ur CIO N � z O O W � O COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS ti`�� oN waK��j ti Q 39871 W� sslo1ST VV� Ar" 'L pk/1 / REVISIONS: NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. ARCHITECTS boy II J 10801 Main Street, #110 I Bellevue,WA 98004 1904 Third Avenue, #330 I Seattle, WA 98101 BaylisArchitects.com I (425) 454 0566 CITY OF RENTON PAVING DETAILS R-411024 C312 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)