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HomeMy WebLinkAboutT-425501bVJ NN I TOP OF SLOPE (TYP) APN g51099iR Ch — TRAUI'A (CRITICAL AREI 1Z).2 I APN g51NGyHUo 0 ZNI1P NE 14TH PL 1 I �17 — I 0 10 A pOMINIK9KU 00 r � � L I � I- ONE 14TH CT L APN gSjoON A E2 I II 0 INSTALL I "NO PARKING " L SIGNS ON BOTH SIDES x OF ROW 1-6 (TYR), SEE SIGN DETAILS, , THIS SHEET. Ni E 14TH ST _ L 9 0p30 API, P O g5j0 OMEN EIDI K I v � x I xQll�� 30 P011Y OE REN10N jl �80-0050 TRACT L pPNJENNIFER LE (CRITICAL AREA) V ; �x \` .. EXISTING TREE TO BE SA VED �� �\ � O y— �RACTM �� I %PF/V SPACE) 5-9046 AI N 042'0 WONG O' WO PARKING" SIGN PER DETAIL, THIS SHEET \ - (TYP) 9,, 4 APN 042E5Y VO PNUON I TRACT N APN 0423aADWIN 2 (OPEN SPACE) JAMES INSTALL 3 MAX/FORCE COLLAPSIBLE BOLLARDS PER DETAIL, SHEET C3.43. 0 W z Uj W Q z 0 x 11 �NIM (STORM DRAINAGE) L me�w� D K 17J 0 ROW 3 TRACT H :RIACAL AREA of TOP OF SLOPE (TYP) 15' BLDG SETBACK (TYP) 15' BUFFER (TYP) .�� I APNY pROPER1E55LLO pALPP I z FIRE TRUCK TURNAROUND p4230E' LLO �. APN PROPER _.. _ (TYP) OALPPY JDSNEN1 No - ESS & UT - , . �; ..r:=,.- TRACTS ;1,�.1L T INE LADLND,3002 OI,Y O NOE LN NO O 0 5082 p0009 _ .1. — — — LL.P• REC. INSTALL 'NO PARKING" SIGNS ON BOTH SIDES OF ROW 1-6 (TYP.), _— SEE SIGN DETAILS, THIS SHEET. .i ---- f ---- ----- p42305 A?E5 LLG PPN n pALPAY x :~TRACT 0 '(OPFN 4PArF PROJECT STOP SIGN STOP BAR I BOUNDARY PER C.O.R. STD PLAN 109, (TYP) SEE THIS SHEET 1 _ 280(25 MPH) d INTERSECTION SIGHT DISTANCE TRIANGLE -�4- - - EXISTING STREET SIGNS Q l ALONG THE NORTH SIDE OF a l NE 12TH STREET SHALL BE — RELOCATED AS NEEDED W z UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 it DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E 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 POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS(I.E. JUNCTION BOXES SHALL HAVE NON—SKID LIDS). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE RE —INSTALLED TO CURRENT STANDARDS. 6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. 8. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. 9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. Gtit Y O� TRANSPORTATION NOTES STD. PLAN — 135 PUBLIC WORKS —APPROVED: f Pi • DEPARTMENT GqZ 3/13/2019 ! 4 DATE :1 ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. M-3.10-04 LEFT TURN CHANNELIZATION M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES M-3.40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION M-3.50-03 DOUBLE LEFT TURN CHANNELIZATION M-5.10-03 RIGHT TURN CHANNELIZATION M-9.50-02 BICYCLE LANE SYMBOL LAYOUT M-9.60-00 SHARED - USE PATH MARKINGS M-11.10-03 RAILROAD CROSSING LAYOUT M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS M-20.10-03 LONGITUDINAL MARKING PATTERNS M-20.30-04 LONGITUDINAL MARKING SUPPLEMENT WITH RAISED PAVEMENT MARKERS M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES M-24.20-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS M-24.40-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS WITH SPEED LIMITS OF 30 MPH OR HIGHER, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS WITH SPEED LIMITS OF 25 MPH OR LOWER, WHERE MINIMUM REQUIRED LIGHTING LEVELS ARE NOT MET AND/OR WHERE CITY OWNED STREET LIGHTS DO NOT EXIST, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN 3M 50150 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL. LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. LONGITUDINAL PAVEMENT MARKINGS WHERE ALL MARKINGS ARE TO CONSIST OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W/RAISED PAVEMENT MARKERS. PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE LESS THAN 500 F. �\ y o PAVEMENT MARKING NOTES STD. PLAN— 109 + PUBLIC WORKS D p DEPARTMENT MartnPpOasVEVED: tucha 7/27/2022 F NSO DATE SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N BY DATE APPR ROLL/ HEA l/R/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. A SCALE: 1" = 50' 0 25 50 100 LEGEND 150' OR LESS HOSE PULL ROUTE F/RE TRUCK TURNAROUND A "NO PARKING" SIGN R-1 STOP SIGN W/ SREET NAME SIGN A TOP STREET LIGHT FIRE LANE MUTCD SIGN R8—,3 (MOD/F/ED) OR/ENT NO PARK/NG SIGN A T 45 DEGREES FROM STREET. NOTE NO PARKING SIGNS TO BE BANDED TO STREET LIGHT POLE (WHERE APPLICABLE) USING BLACK COATED BRACKETS TO MATCH STREET LIGHT POLE COLOR, AT 100' SEPARATION BETWEEN SIGNS. USE DOUBLE ARROW NO PARKING SIGNS AT ALL LOCATIONS EXCEPT ON STOP SIGN OR WHERE INDICATED ON PLANS. NO PARKING SIGN DETAILS NOT TO SCALE 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 T-425501 R-425540 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SIGNA GE. CHANNELIZA T/ON & FIRE DEPARTMENT SITE PLAN 0 O 0 O N v 0 O N N N ODATE: 01111202J FIELDeo PAGE DRAWING NO: C8.01 SHEET: OF: 64 93 CONSTRUCTION RECORD DRA WINGS