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Home My WebLink AboutC22004537_Amazon Signal_RFI 006 - NV5 Updated Sheets_20221222I I I I 20111 208th Ave SE Renton, WA 98058 (206) 579-3675 Contractor Request for Information Renton SW 19th St and Lind Ave SW Traffic Signal Request # 02 Date 11/22/2022 Contractor: Ceccanti Clarification Requested by: West Coast Signal Regarding: Junction Box Conduit Fill Capacity Description: Per WSDOT STD Plans there is a maximum allowance of conduit size allowed in each size of Junction Box. Three each 2” conduits is the max capacity for a total of 6” of conduit fill inside a Type 1 Junction Box, 12” max capacity for a Type 2, and 24” max capacity for a Type 8. Based on the approved Traffic Signal Plans, there is a conduit capacity issue. The City does not have to follow the WSDOT requirement, but in my experience uses it as a guideline. The possible solution discussed at today’s job walk was separating conduits into “LT” lighting junction boxes and “TS” traffic signal junction boxes. In order to accomplish this, we need to designate wire notes as “LT” and “TS”. WCS suggests adding a wire note #14 as a 2” jumper conduit (U-Pipe) connecting the LT and TS boxes on each corner. The purpose of this conduit is for future pathways and should not be calculated in conduit fill. LT wire notes will be designated as Notes #1, #2, and #13. TS wire notes will be designated as Notes #3 thru #10. Controller Comer (SW) Wire Notes Per J-Box LT-Type8 = Wire Note #1x3 = 6”, Wire Note #2x3 = 9”, Wire Note #13x3 = 9”, and Wire Note #14 x 1 = 2”. Total Conduit fill = 26” TS-Type8 = Wire Note #3x2 = 4”, Wire Note #6x1= 3”, Wire Note #8x2 = 6”, Wire Note #9 x 1 = 3”, Wire Note #10 x 1 = 3”, and Wire Note #14x1= 2”. Total Conduit Fill = 22” North West Pole #4 Corner Wire Notes Per J-Box LT-Type 2 = Wire Note #1x1= 2”, Wire Note #2x1= 3”, Wire Note #13x2 = 4”, Wire Note #14x1= 2”. Total Conduit Fill =11” TS-Type 2 = Wire Note #3x2 = 4”, Wire Note #5x1= 3”, Wire Note #9x1= 3”, Wire Note #14x1= 2”. Total Conduit Fill = 12” South East Pole #10 Comer Wire Notes Per J-Box LT-Type 8 = Wire Note #1x2 = 4”, Wire Note #3x2 = 6”, Wire Note #13x2 = 4”, Wire Note #14x1= 2”. Total Conduit Fill = 16” TS-Type 8 = Wire Note #3x1= 2”, Wire Note #6x1= 3”, Wire Note #8x3 = 9”, Wire Note #14 x 1 = 2”. Total Conduit Fill = 16” North East Pole #7 Corner Wire Notes Per J-Box LT-Type 2 = Wire Note #1x1= 2”, Wire Note #2x1= 3”, Wire Note #13x2 = 4”, Wire Note #14x1= 2”. Total Conduit Fill = 12” TS-Type 2 = Wire Note #3x2 = 4”, Wire Note #7 x 1 =3”, Wire Note #8x1= 3”, Wire Note #14x1= 2”. Total Conduit Fill = 12” The impacts of this proposal is the addition of 3 each Type 8 J-Boxes and relocating 1 each Type 2 J-Box from the original plans. This proposal is a suggestion and conduit pathways and placement of these boxes would need to be incorporated into the design plans. Please confirm we understand and agree on the proposed changes. Please make any necessary corrections to specific requirements or calculations as well as revised plans to build off. WCS is not a design or engineering firm and only relaying the discussed solutions. We will wait for written approval and direction to move forward. Sincerely, Matt Lorenz (206)718-1303 Response: WIRE NOTES ~-~7~/ &&&S&&S'<$•9 1i &\ # fol> ^ //S' ./^/jS/ <<, /^jP /^V5 ^V#v#/<fV>V# <P a /jp^V^ /Sb0 / 'SSSS/^> rO ::~ ] / ,#*. |X Z'1 ■:i iSPARE LT “jRARELr 1 2’ * ■•• 2 i r^~s “TWl I•-••■* 3 1 Tj>■?“* lijSt*lPUIfCH ppf0 cannot physically accept a 3~ cmauir i i4311~T4 6 3* 3 1 IS ■I63' 3 t 11 14 i"T?r73'1 1 JLi83*3 2 1 t IS1 193*3 1 IS2 TS3*10 23 1 1 1 3’It 2nwfw 3’1? 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K .... <4 LJriv lX68' n "7 \sI149GPS3 Im37ViJAt6iii ii i1 2X5)I IV I£!VPE Co I»* ii i2ii1iii3 \ I I i i m i li.i—,..<I i I 13+0014+00IN COMPLIANCE WITH CITY OF RENTON STANDARDS Lind Ave SW @ SW 19th St Signal 12.13.22.dwg19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com AN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONR-423101 CIVIL IMPROVEMENT PLANS FOR: THE INTERSECTION OF LIND AVENUE SW AND SW 19TH STREET VICINITY MAP SITE SITE MAP SCALE: 1" = 30' NOT TO SCALE GENERAL NOTES BASIS OF BEARING BENCHMARK SOURCE OF TOPOGRAPHY SITE DESCRIPTION LEGEND SIGNAL POLE WITH MAST ARM AND LUMINAIRE TYPE PPB POLE WITH PUSH BUTTON VEHICLE SIGNAL HEAD TRAFFIC SIGNAL MOUNTED SIGN PEDESTRIAN SIGNAL HEAD TRAFFIC SIGNAL CONTROLLER CABINET ELECTRICAL SERVICE CABINET PULL BOX TYPE 2 PULL BOX TYPE 8 VEHICLE VIDEO DETECTION ZONE VEHICLE DETECTION CAMERA CONDUIT SIGNAL POLE NOTE CONSTRUCTION NOTE WIRE NOTE SIGN NOTE LUMINAIRE SCHEDULE NOTE (SEE SHEET 2 FOR LUMINAIRE SCHEDULE) # # # # # PTZ CAMERA EMERGENCY PREEMPTION DETECTOR T-423101 SW 19TH ST LIND AVE SWTED-40-423101UPDATE SHEETS 2 & 3 AK 12/13/20221 GxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGx Gx Gx GxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxSSxSSx SSx SSx SS x SS x SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SSx SSxSSxSSxSSxSSxSSxSSxSSxSSx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWx Wx Wx Wx Wx Wx W x Wx W x Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxUGPxUGPxUGPx Gx Gx Gx Gx Gx Gx Gx Gx Gx WxWxWxWxWxWxWxWxWxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGP x UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPxUGPx UGPx UGPx UGPx UGPx UGPx UGPx U G P x UGPx UGPx UGPx UGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUG P x UGPx UGPx UGPx UGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPx UGPx UGPx UGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxFOx FOx FOx FOx FOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOx FOxFOxFOxFOxFOxFOxFOxFOxFOx FOx FOx FOx FOx FOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOx FOx F O x FOx FOx FOx FOx FOx FOx FOxFOxFOxFOxFOxFOxFOxFOxFOx FOx FOx FOx FOx FOx FOx FOxFOxFOxFOxFOxFOxFOx UGTx UGTx UGTx UGTx UGT x UGTxUGT x UGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTx UGTx UGTx UGTx UGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTx UGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTx UGTx UGTxUGTx UGTxUGTxUGTxUGTxUGTx UGTx UGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTx GxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxSDx FOx FOx FOx FOx FOx FOx FOx FOxSDx12+0013+0014+0015+0032 3 1 3 3 1 1 8 62 61 21 22 41 42 82 81 49 SW 19TH ST LIND AVE SW412 411 811 812612611 211212VDD VDBVDA VDC2 3 PPB 68 EVPE C EVPE A 68 1 2 8 8 1 2 9 2 GPS 131 13 13 SSx SSx SSx SSxSSxSSxSSxSSxSDxSDxSDxSDxSDxSDxSDxSDxWx Wx UGPxUGPxUGPxUGPx UGP x UGPx UGP x U G P x U G P x UGPx UGPx UGPx UGPx UGPx UGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUG P x FOx FOx FOx F O x F O x FOx FOx FOxUGTxUGTxUGTxUGTxUGTx UGTxUGTxUGTx UGTx UGTx UGTx UGTx UGTx UGTx 1 49 2 3 PPB 68 68 SSx SSx SSx SSx SSx SSxSDxSDxSDxSDxSDxSDxGx Gx Gx Gx Gx GxUGPxUGPxUGPxUGPxUGPx UGPx UGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPx UGPx UGPx UGPxUGPxUGPxUGPxUGPxFOx FOx FOx FOx FOxFOxFOxFOxFOxUGTxUGTxUGTxUGTxUGTxFOx FOx FOxFOxFOx1 Gx Gx Gx Gx Gx Gx Gx S S x SS x SSx SSxUGPx UGPx UGPx UGPx UGPx UGPxUGPxUGPx UGPxUGPxUGPxUGPxUGPxFOxFOxFOxFOxFOx FOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOx FOx FOx FOx FOx FOx UGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxGxGxGxGxGxGxSSx SSx SSx SSx SSx SSx WxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx UGPx UGPxUGPxUGPxUGPx UGPx UGPx UGPx UGPxFOx FOx FOx FOxFOxFOxFOxFOxFOxFOxFOxFOxUGTx UGTx UGTx UGTxUGTxUGTxUGTx UGTx UGTx UGTxUGTxUGTxUGTxUGTxUGTxUGTx UGTxUGTxUGTxUGTx GxGxGxGxGxGxIN COMPLIANCE WITH CITY OF RENTON STANDARDS Lind Ave SW @ SW 19th St Signal 12.13.22.dwg19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com AN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZON2 10 4 6 7 1 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD DETAILS, SPECIAL PROVISIONS, AND THESE PLANS. 2.UTILITY LOCATION (DIAL-A-DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3.CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4.FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) 430-7423. 5.THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 6.ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. 7.ALL NEW JUNCTION BOXES SHALL HAVE SKID RESISTANT LIDS AND FRAMES. 8.ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WITH BLACK MATERIAL WHEN NOT IN OPERATION. 9.ALL LUMINAIRE WIRING AND CONDUIT BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLAN 119. 10.ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON RIGHT-OF-WAY. 11.EXISTING SIGNAL AND LIGHTING CONDUIT MAY HAVE LESS THAN 12" 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. SIGNAL HEAD ASSIGNMENTS R Y G INDICATES HORIZONTAL PLUMBIZER LOCATION, TYP (TYPE "L" MOUNTING, MAST ARM MOUNT, SEE STANDARD PLAN 140) VEHICLE HEADS: # 21, 22, 41, 42 61, 62, 81 & 82 PEDESTRIAN HEADS: # 28, 29, 48, 49 68, 69, 88 & 89 PHASE SEQUENCE DIAGRAM NOT USEDRING 1RING 2Ø1 Ø2 Ø3 Ø4 Ø5 NOT USED NOT USED NOT USED Ø6 Ø7 Ø8 SIGNAL NOTES 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 TRAFFIC YELLOW. VEHICLE SIGNAL HEAD TUNNEL VISORS SHALL BE PAINTED TRAFFIC YELLOW, INSIDE OF VISOR SHALL BE PAINTED FLAT BLACK. C.ALL VEHICLE SIGNAL HEADS SHALL BE EQUIPPED WITH 5 INCH, 0.058 INCH MIN. THICKNESS, ALUMINUM BACK PLATES WITH 1 INCH RETROREFLECTIVE YELLOW TAPE BORDER. FRONT OF BACK PLATES SHALL BE PAINTED FLAT BLACK, BACK OF BACK PLATES SHALL BE PAINTED TRAFFIC YELLOW. D.BACK OF MAST ARM AND POLE MOUNTED SIGNS, AND ALL MOUNTING HARDWARE SHALL BE PAINTED FLAT BLACK. E.SIGNAL POLES SHALL INCLUDE ANCHOR BOLT COVERS. F.TOP OF FOUNDATION SHALL MATCH TOP OF CURB, SHOULDER, OR SIDEWALK, WHICHEVER IS HIGHEST. G.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STANDARD PLAN 139. 0'20'40'60' # Ø2 Ø4 Ø6 Ø8 VDA VDB VDC VDD PHASES VIDEO DETECTION SCHEDULE 89 28 88 69 48 PPB 88 29 PPB 48 SEE SHEETS 4 & 5 FOR SIDEWALK RAMP PLANS PPB 69 PPB 89 PPB 28 5 8 9 PPB 49 11 PTZ 1 POWER SOURCE 7 3 3 5 3 12 6 3 13 11 6 3 2 11 3 8 1 8 2 T-423102 CAUTION 12" PETROLEUM PIPELINE OLYMPIC PIPELINE CO. PROTECT EXISTING SANITARY SEWER SYSTEM. 89 28 PPB 28 9 PPB 89 8 7 3 PTZ 1 7 48 29 PPB 48 11 10 PPB 29 PPB 29 6 14 1 2 88 1 2 8 10 1 12 2 1 4 3 13 12 6 PPB 88 PPB 69 5 88 69 132 9 2 9 1 3 1 1 2 2 2 1 2 2 1 1 2 1 2 2 2 1 2 2 1 2 23 3 2 4 4 4 4 5 CONSTRUCTION NOTES 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. 1 CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL STANDARD DETAIL CHART AND POLE EQUIPMENT SCHEDULE. 2 3 VIRTUAL LOOP DETECTION ZONE (SHOWN FOR REFERENCE ONLY). FINAL ZONE LOCATIONS TO BE DETERMINED BY THE ENGINEER IN THE FIELD. 4 CONSTRUCT COMBINED TRAFFIC SIGNAL CONTROLLER CABINET/ELECTRICAL SERVICE CABINET/IRRIGATION 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 ENGINEER IN THE FIELD. FURNISH AND INSTALL TS2-TYPE 1 "ITS P+" SIGNAL CONTROLLER CABINET WITH INTEGRAL BBS, 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 INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. SEE SPECIAL PROVISIONS. CONTRACTOR TO EXPOSE THE WATER MAIN NEXT THE NEW POLE FOUNDATION USING A VACUUM METHOD TO LOCATE 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 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. 502 13 14 14 14 1312 13 13 13 13 3 6 14 5 13 1 2 13 14 8 1 SEPARATE LIGHTING AND SIGNAL CONDUIT AK 12/13/2022 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Lind Ave SW @ SW 19th St Signal 12.13.22.dwg19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com AN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONLUMINAIRE SCHEDULE LUMINAIRE # [4]STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT #FOUNDATION DEPTH POLE ID #COMMENTS **DEC ROADWAY 90W, LED, (TYPE III, B3-U0-G2), 4000K, 240V **FIXED 1 *SEE SIGNAL STANDARD DETAIL CHART1 PUSH BUTTON SCHEDULE POLE #PUSH BUTTON Ø ARROW DIRECTION SIGN [4]CUSTOM WALK VOICE MESSAGE [5] 2 49 LEFT R10-3e(L)LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE 3 68 RIGHT R10-3e(R)19TH STREET WALK SIGN IS ON TO CROSS 19TH STREET 5 69 LEFT R10-3e(L) 6 88 RIGHT R10-3e(R) 8 89 LEFT R10-3e(L) 9 28 RIGHT R10-3e(R) 19TH STREET WALK SIGN IS ON TO CROSS 19TH STREET LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE 19TH STREET WALK SIGN IS ON TO CROSS 19TH STREET 19TH STREET WALK SIGN IS ON TO CROSS 19TH STREETR10-3e(L)LEFT1029 RIGHT R10-3e(R)LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE1148 SIGNAL POLE EQUIPMENT SCHEDULE 1 4 7 10 5 11 # POLE NUMBER POLE TYPE EQUIPMENT MOUNTED ON POLE MAST ARM LUMINAIRE ARM III III III III PPB PPB VEH HEAD PED HEAD APS WITH SIGN SIGN TERM CABINET VEH HEAD LUMI NAIRE PHOTO CELL PTZ PRE- EMPTION I.R. PRE- EMPTION GPS VEH DETECT CAMERA SIGN -2 -1 2 1 1 1 -- - - - - - 2 - 2 - 2 1 1- 1- - - - - - - 1 1 1 - - 2 2 2 - - -- -- 1 - -- -- 1 1 1 - - - - - - - - -- -1 -- 1 2 3 1 3 2 3 1 3 WIRE NOTES 5C (VEHICLE OR PED HEAD)RACEWAY / C ONDUIT SIZE2CS (PUSH BUTTON)3CS (EVPE)3c SIAMESE VIDEO CABLE#8 (ILLUMINATION)#3/0 (POWER - NO GROUND)PTZ CABLE#6 (CONTROLLER CAB PO WER)COMMENTS# 1 2" 2 3 4 5 6 7 8 3" 2" 3" 3" 3" 3" 3" SPARE SPARE 1 3 SIGNAL STANDARD DETAIL CHART LIND AVENUE SW & SW 19TH ST POLE NOTE FIELD LOCATION POLE TYPE MOUNTING HEIGHT MAST ARM LENGTHA1A2 LUMINAIRE ARM LENGTH C SIGNAL MAST ARM DATA CALCULATED POLE XYZ [FT3] SIGNAL MAST ARM DATA TOP OF FOUNDATION ELEVATION [3] SOIL LATERAL BEARING PRESSURE (PSF) FOUNDATION DEPTHS POLE ID #REMARKSOFFSET DISTANCES [Z] POLE ℄TO ATTACHMENT POINTS (FT)WINDLOAD AREAS (SQ FT) [X] [Y] B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 D E F1 F2 G1 G2 H I1 I2 J J (UPPER)L 3' RD 3' SQ 4' RD 1 4 3 7 10 11 RTLT P.O.A.OFFSETSTATION 0' 0' - 0' 0' - III III PPB III III PPB 20.5'35' 20.5'35' 20.5'35' 20.5'35' -- -- 45'- 40'12' 50'12' 40'- -- -- 44.73'X X X X X X LIND AVE 12+78.93 56.60'LIND AVE 13+64.05 46.58'LIND AVE 12+90.00 50.58'LIND AVE 13+74.96 47.70'LIND AVE 12+95.23 37.87'LIND AVE 12+82.92 -- -- ------------- ------------- 35.9 30.8 24.5 19.4------- 35.6 ------ 35.9 ------ ------- 38.9 32.6 26.3 20.7 45.4 38.5 33.1 25.4 35.2 31.0 24.0 18.2 9.2 7.5 9.2 9.2 9.2 9.2 9.2 9.2 9.2 7.5 7.5 7.5 9 10.5 9 10.5 ------- ------- ------- ------- 1030.0 1030.6 1279.2 968.2 0°[2][2][1]180° 0° 0° 0° 180° 180° 180° [2][2][1] [2][2][1] [2][2][1] [1]ATTACHMENT ANGLE FOR PEDESTRIAN PUSH BUTTONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO DRILLING. FACE OF PUSH BUTTON SHALL BE ANGLED PARALLEL TO THE CROSSWALK. [2]ATTACHMENT ANGLES FOR THE POLE MOUNTED EQUIPMENT SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO DRILLING. [3]TOP OF FOUNDATION ELEVATION FOR TYPE III POLES IS THE BOTTOM OF SIDEWALK. SEE TYPE III POLE BASE NOTES (THIS SHEET). TYPE III POLE BASE NOTES: 1.TOP OF FOUNDATION ELEVATION IS BOTTOM OF SIDEWALK FOR TYPE III SIGNAL POLES. 2.INSTALL POLE FOUNDATION IDENTIFICATION TAG ON TOP OF FOUNDATION PER CITY OF RENTON STANDARD PLAN 139. 3.POLE ANCHOR BOLTS SHALL EXTEND ABOVE TOP OF SIDEWALK ELEVATION AS REQUIRED. 4.APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER PLUMBING THE STANDARD. 5.PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD. 6.INSTALL DECORATIVE POLE BASE PER SPECIAL PROVISION. 1500 9'-0"7'-0"7'-0" 1500 9'-0"7'-0"7'-0" 1500 9'-0"7'-0"7'-0" 1500 9'-0"7'-0"7'-0" ---- ---- 21.62 20.75 20.64 2 PPB -1----------- 3 PPB -1---------- 6 PPB -1---------- 8 PPB -1---------- 9 PPB -1---------- 9 -PPB ----X47.13'LIND AVE 13+66.80 ------------------- 8 -PPB ----X38.02'LIND AVE 13+78.34 ------------------- 6 -PPB ----X35.37'LIND AVE 13+81.04 ------------------- 2 -PPB ----X32.78'LIND AVE 12+70.96 ------------------- 5 -PPB ----X45.23'LIND AVE 13+66.30 ------------------- - - - - - - 1 1 3 1 3 11 3 1 1 3 1 12 1 9 3" 11 3" 12 3" 13 2" 3 12 2 3 2 T-4231031070 (GPS EVPE)1 10 3"3 1211 1 PAINT SPECIFICATIONS: ·ALL POLES, ARMS, BASE PARTS, AND ALL RELATED HARDWARE / COMPONENTS SHALL BE FACTORY PRIMED AND POWDER COATED TO MATCH FINISH COLOR. ·ALL BANDING AND ALL OTHER MOUNTING HARDWARE SHALL MATCH FINISH COLOR. ·FINISH COLOR SHALL BE RAL 9005TX "JET BLACK" OR APPROVED EQUAL WITH PAINT CHIP. [4] SIGN SIZE SHALL MEET MUTCD REQUIREMENTS. [5] PUSH BUTTON HOUSING SHALL BE BLACK IN COLOR. **DEC ROADWAY 90W, LED, (TYPE III, B3-U0-G2), 4000K, 240V **FIXED 1 *SEE SIGNAL STANDARD DETAIL CHART2 2 21.09 YIELD LEFT TURN ON GREEN 1 2 SIGN SCHEDULE NTS D3-1 (18" x 84")D3-1 (18" x 72") SIGN NOTES: a.ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURES PRIOR TO FABRICATION. b.FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS APPROVED BY THE CITY. c.LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170 OR APPROVED EQUAL. d.SIGN BLADE THICKNESS SHALL BE 0.125". e.SIGN SHEETING SHALL BE 4000 SERIES 3M DIAMOND GRADE REFLECTIVE SHEETING OR APPROVED EQUAL. f.SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED. g.FOR SIGN MOUNTING DETAILS, SEE WSDOT STANDARD PLAN G-30.10. h.SIGN PROOFS FROM THE MANUFACTURER SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO FABRICATION OF MAST ARM MOUNTED STREET NAME SIGNS. R10-12 (30" x 36") 3 [4] POLE NUMBERS TO BE ISSUED BY TRANSPORTATION MAINTENANCE ONCE POLES ARE INSTALLED. CONTACT ERIC CUTSHALL AT (425) 430-7423 FOR POLE NUMBERS.0314 2"SPARE LT LT TS LT LT / TS TS TS TS TS TS TS TS UPDATE WIRE NOTES; INCORPORATED APPROVAL COMMENTS AK 12/13/20221 1 1 1