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HomeMy WebLinkAboutT-425501aVJ NN I TOP OF SLOPE (TYP) I � PPN g51099iR Ch — TIMUI'A (CRITICAL AREI O TO I ApN g51NPG90LJO 0 W ZNI1 NE 14TH PL 77�: APN g5109Ku 00 0 i ✓ I ICJ��0 pOMINIK �\ 75 NE 14TH CT — 74 Y R1-1 STOP SIGN > _ WITH STREET NAME 0p40 I 73 SIGN A TOP (TYP) APN gS�ON JOHN INSTALL "NO PARKING'" 72 � TRA CT J SIGNS ON BOTH S/DES I l( (�:•• 71 / (STORM DRAINAGE) SEE ILEUM/NATION PLANS OF ROW 1-6 (TYR), _ FOR STREET LIGHT DESIGN TH/S SHEET. ,l Q NEI4THST 86 - � 030 _ 951 K CNEN A"',EIDI I 89— bb \ LJI•i� %' 2 a N'ON Pp TY OE 3301REN _ _ _ I I I �1 ■ 6L Q _ . . 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NO 2, �� 0 I : 119 18 � 7 �' 16 13 1 10 INSTALL 'NO PARKING" NO PARKING SIGN �(I I SIGNS ON BOTH SIDES PER DETAIL, THIS SHEET / \ OF ROW 1-6 (TYP.), (TYP) _ — - _ I SEE SIGN DETAILS, A"H0423MY 4 � ROW 2 ___ _�_ _ __ 9vp _ - __ �_____THIS SHEET. ONG TRACT /V 1. ,•� I ''a T N p42305;IA�5 LLc N P p.'23p5;WIN 2 (OPEN SPACE) ■ .: ■ AP' P & AS50 AP MES JAp I E I I I I pALPPY JX •TRACT C INSTALL 3 MAX/FORCE 8 ' S I (OPEN 4PA(-) I 4 2 1 PROJECT COLLAPSIBLE BOLLARDS STOP SIGN STOP BAR I BOUNDARY PER DETAIL, SHEET C3.43. _J PER SECORSTD PLAN 109, (TYP) E EETTHSSH 280' (25 MPH) _ W d INTERSECT/ON SIGHT DISTANCE TRIANGLE LU W EX/STING STREET SIGNS W ALONG THE NORTH SIDE OF LU ' NE 12TI4 STREET SHALL PF Q — o RELOCATED AS NEEDED Q. � z UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 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. TRANSPORTATION NOTES STD. PLAN - 135 * PUBLIC WORKS —APPROVED: �F DEPARTMENT GAZ 3/13/2019 1 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 A.DOVED: p DEPARTMENT Martin 7/27/2022 FNSo _ DATE M J S 7/26/23 HHH SURVEYED: BY OTHERS K E L 9/ 12/23 HHH DESIGNED: ROLL/ HEAVR/N KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N BY DATE APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M 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 LANF MUTCD SIGN R8-,3 (MODIFIED) OR/ENT NO PARKING 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 LOCH TIONS EXCEPT ON STOP SIGN OR WHERE /ND/CA I-ED ON PLANS. NO PARKING SIGN DETAILS NOT TO SCALE 1 0/11/23 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 DEVELOPMENT ENGINEERING yqi 12/06/2023 ' DATE: TOWNS ON 12TH 10/111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: SIGMA GE CHANNELIZA T/ON & DRAWING NO: O cs.01 FIRE DEPARTMENT SITE PLAN SHEET: OF: 64 93 0 O 0 O N v 0 O