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HomeMy WebLinkAboutT-423102GENERAL NOTES _ P _ 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, 6� M STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, CITY OF PPB - X 'T RENTON STANDARD DETAILS, SPECIAL PROVISIONS, AND THESE PLANS. I 88 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE % 12 CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR6 RESOLUTION. 3 j D 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE I - 5 �. CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. ! / -V 2 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT 5 1 88 ° " TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) GP 430-7423. 5 ' UG PP 51 . THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL �F z ��, ,.I 69 69 O PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR ; N TO INSTALLATION. 1 13 , + X j Gx Q 6. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. 75 7. ALL NEW JUNCTION BOXES SHALL HAVE SKID RESISTANT LIDS AND FRAMES. �� \ Q 8. ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY 2 9 — = N COVERED WITH BLACK MATERIAL WHEN NOT IN OPERATION. PROTECT EXISTING SANITARY SEWER Q 9. ALL LUMINAIRE WIRING AND CONDUIT BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLAN 119. (l) 10. ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON RIGHT-OF-WAY. 11. EXISTING SIGNAL AND LIGHTING CONDUIT MAY HAVE LESS THAN 121, OF COVER. CONTRACTOR SHALL USE CAUTION WHEN EXCAVATING NEAR EXISTING CONDUIT. 12. FOR CONSTRUCTION NOTES, WIRE NOTES, SIGNAL POLE EQUIPMENT SCHEDULE, PUSH BUTTON SCHEDULE, PANEL SCHEDULE, LUMINAIRE SCHEDULE & ONE LINE DIAGRAM SEE SHEET 2. 13. FOR ADDITIONAL GENERAL NOTES SEE CITY OF RENTON STANDARD PLAN 135. CN C:) SIGNAL HEAD ASSIGNMENTS VIDEO DETECTION I II UGTx UGTx INDICATES HORIZONTAL PLUMBIZER SCHEDULE —UGPx UGPx UGF LOCATION, TYP (TYPE "L" MOUNTING, MAST — — — — — ARM MOUNT, SEE STANDARD PLAN 140) R Y SIGNAL NOTES • # PHASES VDA 02 VDB 04 VDC 06 VDD 08 Gx Gx Gx - FOx— wx — — SW 19TH — SDx SDx— A. ALL TRAFFIC SIGNAL EQUIPMENT AND SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). B. VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE PAINTED — — — DG TRAFFIC YELLOW. VEHICLE SIGNAL HEAD TUNNEL VISORS SHALL Dr - VEHICLE HEADS: PEDESTRIAN HEADS: PAINTED TRAFFIC YELLOW, INSIDE OF VISOR SHALL BE PAINTED # 21, 22, 41, 42 # 28, 29, 48, 49 FLAT BLACK. 61, 62, 81 & 82 68, 69, 88 & 89 C. ALL VEHICLE SIGNAL HEADS SHALL BE EQUIPPED WITH 5 INCH, 0.058 INCH MIN. THICKNESS, ALUMINUM BACK PLATES WITH 1 INCH PHASE SEQUENCE DIAGRAM RETROREFLECTIVE YELLOW TAPE BORDER. FRONT OF BACK PLATES SHALL BE PAINTED FLAT BLACK, BACK OF BACK PLATES N N N SHALL BE PAINTED TRAFFIC YELLOW. D. BACK OF MAST ARM AND POLE MOUNTED SIGNS, AND ALL MOUNTING HARDWARE SHALL BE PAINTED FLAT BLACK. REDUCE MAST ARM E. SIGNAL POLES SHALL INCLUDE ANCHOR BOLT COVERS. LENGTH By 5 FEET FOR POLE '1 F. TOP OF FOUNDATION SHALL MATCH TOP OF CURB, SHOULDER, OR SIDEWALK, WHICHEVER IS HIGHEST. G. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH — -UGP ° IDENTIFICATION TAGS PER STANDARD PLAN 139. can 01 02 03 04 z NOT NOT USED USED NOT NOT z USED USED E 05 IF06 07 08 rn CONSTRUCTION NOTES Cn @ 1C CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL STANDARD DETAIL CHART AND POLE EQUIPMENT SCHEDULE. 2C CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS Q SEE SIGNAL STANDARD DETAIL CHART AND POLE EQUIPMENT SCHEDULE. 3C CONSTRUCT COMBINED TRAFFIC SIGNAL CONTROLLER CABINET/ELECTRICAL SERVICE CABINEPIRRIGATION CONTROLLER CABINET FOUNDATION PER DETAIL (TYPE A) ON SHEET 4. CENTER OF FOUNDATION LOCATED PER PANEL SCHEDULE, THIS SHEET. ALL EDGES OF FOUNDATION SHALL ALIGN WITH SCORED SIDEWALK LINES. VERIFY FINAL LOCATION WITH THE o ENGINEER IN THE FIELD. FURNISH AND INSTALL TS2-TYPE 1 "ITS P+" SIGNAL CONTROLLER CABINET WITH INTEGRAL BBS, a ADDITIONAL FIBER PATCH PANEL, AND PTZ CAMERA EQUIPMENT. FIBER OPTIC CABLE TO BE CONNECTED BY OTHERS. CONTRACTOR TO SUB OUT FIBER CONNECTION WORK. FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER COR STD PLANS 122.1 AND 122.2, EXCEPT MATCH CIRCUITS PER PANEL SCHEDULE. COORDINATE ELECTRICAL METER BASE 00 INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. SEE SPECIAL PROVISIONS. VIRTUAL LOOP DETECTION ZONE (SHOWN FOR REFERENCE ONLY). FINAL ZONE LOCATIONS TO BE DETERMINED BY THE O ENGINEER IN THE FIELD. N C 05 CONTRACTOR TO EXPOSE THE WATER MAIN NEXT THE NEW POLE FOUNDATION USING A VACUUM METHOD TO LOCATE N THE OUTSIDE WALL OF THE 16" WATER MAIN OR PIPE JOINT. THE POLE FOUNDATION HOLE SHALL BE EXPOSED USING HAND -DIGGING AND A VACUUM METHOD TO REDUCE VIBRATION AND MINIMIZE IMPACT TO THE WATER MAIN. THE OUTSIDE EDGE OF THE POLE FOUNDATION SHOULD BE AT LEAST FOUR FEET FROM THE OUTSIDE EDGE OF THE WATER o MAIN. CONTRACTOR TO USE CMP FOR FORM AND POUR THE POLE FOUNDATION AND BACKFILL THE GAP BETWEEN THE CMP FORM AND THE ADJACENT AREA WITH CONTROLLED DENSITY FILL. w Q z w J 11 I 2 10 I 1 13 I CFI'T 6 xx UGTx � FOx� I I 1 UGPx UGPx UGPx I I / x /LL °I / x �l / —o B I x Gx ° POWER SYSTEM. SOURCE U X / � (40. 1 1I 1 GP II C I --- - >L _j NO. I REVISION SURVEYED: DESIGNED: AK DRAWN: AK CHECKED: JMK BY DATE APPR APPROVED: JMK CD I I ED ' I I I I I I I I x — ,] F I I Uj I REDUCE MAST ARM I LENGTH BY 5 FEET FOR IZ JC I i POLE 7 x g[ o I I I I ­XI a� I I» I III o � I U_ I CAUTION APS push buttons need to be better oriented for I 12" PETROLEU PIPELINE tactile arrows to be OLYMPIC PIPE INE CO. parallel to crosswalk and on side of pole next I= to wheelchair ramp with I IXX 2'x4' level area in front x I 100 i Z O N Q N Q U) • PPB 0) LLI ;• ,\OX 1 �� • • O • �a of them. PPB poles I I \ 0 �Px 0 may need to be I I I \ ° x � _ relocated to provide the $ I I U_ i 2 \ PTZ a ' level area in front of I I T s0 ,' I push button. PPB XI I �T 0 x \ 89 / x 1 2 ° 7 x� \\ PPB 2 1 i I EVPE A xED ° 88 C: L,1 osL13 - --X 89 4 /I 7 13 x 88 I Erb 2 1 2 Gx —�� Gx to -+ 5 \ , SEE SHEETS 4 & 5 FOR 3Tx UGTx—cXr�/ U x O 0 5 UGPx 21 Q P 22 Px I SIDEWALK RAMP PLANS UGPx x „ / \ \ 0+ — Gx 1 69 PPB > 2 \ 2 3 �k FoX �"� FoX — �GPFOX — -=� o — — 2 _ / 69 I I \� Fox— — _ Fox— _ _ Fox _ _ Fox _ _ cn , I I TZ 14"G(PE) x _ 1 G i� _X �C VIN- Gx Gx Gx Gx 3 9 x 2 9 821 X PPB I ; 812 " I (� , L ----------- T 1 13 VDD x 2 8 4 3 4111 81 — �..41D I 1811 — 4 SDx --y x S x - -63Dx SDx SDx VDB 1 13 SDx SDx 412 F------- „ o Gx X x 12 L------- -- �- x PPB 1 42 2 8 68 s - Ssx a. - _ LL x 1 13 PPB I Px i x `0 — — — — — — — — — — — UG2 W — — 3 3 + 2 8 8 � 1 29 29 x _ mb y ' \ x 7 P P B /I x 6 '. 11 I U o six a 48 = _ ,> -- jPPB Tu n 49 � -,68 xL"I / `49 uGP / x x I x a x C , 3 a F x �_ PS -- -- —4 3 wk " j LL 6 x 1 x I! IX I i '' ` F w- 1 3 GP; 3Px� / oQ+ 2 6 VPE C 2 5 T 10 X —; 0 3 01 I I ° I I I > PPB 29 wx OD U) � 2 29 6 J U / J I-__-j 1 M \ \ \ o IxI 1 _ 1348 + o , Px i J/ 8 " �O�C_,'?' Wx c � X11 x ` UGTIUG UUIx L /I r W + 1 x I I C I x x Q �, 2 8 8 3 x I �I I Ix 3 x\ I I U)I I I / �,�i 1 JG \ I w x w 3 x II I / 1 ==1 I ;I-7M I I > x XI PPB X :2 JG� _ I \ 1 1 Ld CDQ ° x1 I l� I 2 48 — �— %\ 1 13 I 1 CD ��) I I _I0_ C"! Q I GI + C " 68 x U T>� 2 8 8 I of o X z X I I x% l 1 ,I J I xl " I I I j 49 cpx o 1 I I I 0' x �I I x 1 I1 I 1 I ° a Fob 3 F C x II I xl I x Co I FIOx1 �1 " T-42(IIm T 2 II 1 o i1I 11 1 I IN COMPLIANCE WITH CIT AN N V 5 COMPANY 22011752 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com SCALE: VERTICAL: NAVD 1988 • CITY 0 F 1 "=20' HORIZONTAL: NAD 1983/183/1991 PRI RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 1 wil • rr co LO N W-7 Y N N r 20' 40' 60' _� CM 3102 U) OF RENTON STANDARDS LE J4�VELOPMENT ENGINEERING WASTEWATER UTILITY d1 ichael Sippo 11 /04/2022 JStowell 11 /07/2022 U) WATER UTILITY TRANSPORTATION OPERATION + ABDOUL GAFOUR 11/4/22 cbarnes 11 /09/2022 ' v DATE: SWA2 AMAZON 10-24-2022 0 CITY OF RENTON FIELDBOOK: \W PAGE: DRAWING NO: Q TRAFFIC SIGNAL DESIGN _0 LIND AVE SW AND SW 19TH STREET SHEET: 2 OF:21 C: J