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HomeMy WebLinkAboutzT-4228set00 N N 32 — 30 — 0 28 — w 26 — 24 — CID 22 N (N 20 r 18 — 16 — O 14 — 12 — a 0 N N 0 N 0 U 0 0 I c� 0 c� DO I r 0 N O N i z w Q Z w J ■ PROPOSED TOINE mgwm-mmw�Q-68% WE ������ SURFACE AT TOP OF CURB —EX. GRAVEL—mmmmmmmmmmmmm ■ rl . � I o lc� � I� 1 I l� �I I� 0� � I zl I I I I I X occ;De 1 1 Ij II IX >-LLJ I0 IQ> I 1 Q � �2 � Z C/) II 801 SW 16TH ST 1 J! CqI / r X L)w I P A I I N I� I I I I '/ \\ wo � I II �/� SEE SHEET C3.1X ml (FL 21.7E X 9 Fox FO 24L \ x_;(FS 21 .81) I X I .•. 1� '• o (FS 21 .42f) / tp IN / I x 16 `l87'21'30"W // .12 I I I I� I� c� •'_;. ..... 9 ... I 4 J�' SE 89°48'29.25». SDx Ipx 7=' / /// , � // /�, I -�.•.. I C, I SD x s .:.:.:.:�.svx:...-:•:.:. I ... 04 N'00 / J I / j'� ii o / ii--- �/61 •/ /// I —19--1 cco 1901 RAYMOND SAVE SWco CONSTRUCTION NOTES 10+50 11 +00 11 +50 12+00 12+50 PROFILE AT TOP OF CURB SCALE: H: 1 "=20 V: 1 = 5 U INSTALL ASPHALT PAVEMENT PER DETAIL 4, SHEET C6.0.0 O INSTALL 6" CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN 101 ®INSTALL CONCRETE SIDEWALK PER CITY OF RENTON STANDARD PLAN 102 ( PROVIDE NEW TO EXISING AC PAVEMENT TRANSITION PER DETAIL 3, SHEET C6.0.0 ® DOUBLE LANE LINE STRIPING PER WSDOT STANDARD PLAN M-20.10-03 O9 CROSSWALK STRIPING PER CITY OF RENTON STANDARD PLAN 128 10 INSTALL SALVAGED SIGNAGE PER CITY OF RENTON STANDARD PLAN 129 11 REPLACE LANE STRIPING 12 CONTRACTOR TO COORDINATE WITH UTILITY OWNER TO RELOCATE EXISTING UTILITY VAULT OUTSIDE OF VEHICULAR WAY 13 ADJUST GATE VALVE TO NEW GRADE 15 SALVAGE EXISTING SIGN 16 SAWCUT/PAVEMENT TRANSITION PER DETAIL 3, SHEET C6.0.0 20 GRIND AND OVERLAY PER DETAIL 1, SHEET C6.0.0 21 REMOVE EXISTING CENTERLINE STRIPING 22 PROTECT IN PLACE 24 INSTALL R1-1 STOP SIGN PER CITY OF RENTON STANDARD PLAN 129 25 INSTALL CATCH BASIN TYPE II PER CITY OF RENTON STANDARD PLAN 201.00 NORTH R/W 30, 1_ 1 1 1 '+ PROPOSED 6" CURB & GUTTER .-P Q'+ SOUTH 30, R/W 1 2" GRIND AND OVERLAY i EXIST. EDGE OF PAVEMENT . _ ..--IU6-I1=it EXISTING AC PAVING PROPOSED AC PAVING SW 19TH ST (60' R/W) TYPICAL STREET SECTION NO SCALE REVISION 13+00 CURB DATA ® BEARING/DELTA RADIUS LENGTH 1 A=90`02'38" 24.44' 38.40' 2 N 89°47'45" W -- 298.73' 'WHacl C AN N V 5 COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com W1.111 iGnifIC IiGmY17 x — — rtJG1`X — — -Id1GPx UG� r� 1a--- 17 I m 20' 32 30 28 26 24 22 20 18 16 14 12 — UGTx— UGPx 40' 60' SCALE "= 20' T-422801 R-422813 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ® TRANSPORTATION OPERATION � Michael Sippo 11 /04/2022 CBarnes 11 /09/2022 SURVEYED: SCALE: DATE: »_20 ' HORIZONTAL:C T Y O F HORIZONTAL: NAD 1983/1991 ' 10-24-2022 DESIGNED: 1 — RENTON ELD EL STREET IMPROVEMENT PLAN-19TH PAGEBOOK: DRAWN: VR CHECKED: ONE INCH DATU M STREET WIDENING DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. C 5 , 3 , 2 IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: 13 36 00 N N 1 0 LU 00 N N r O ry Q m O i N N O N U O N O 1 ry CD / 0 0 00 I r 0 N O N z W Q Z W J FS 21.98 I I CONNECT AT NEAREST ` x EXPANSION JOINT \ / X x FS 22.23 \ \ J X o+ 0GA \ UGTx x \ MCA \\ \'emIFS 22.11' ips X ` FS 22.05 UGPX \ k \ \ UGpx a �o FS 22.04 �GTx L/GPX, x — FS_ 21.99 Gx Gx � Gx 1\ . wx wx Fox Fox — 19TH — SDI SDx— . Ll- . — Wr / F0)( ---------------------- 10' SCALE 1"— 5' CONSTRUCTION NOTES U INSTALL ASPHALT PAVEMENT PER DETAIL 4, SHEET C6.0.0 (D INSTALL 6" CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN 101 ( INSTALL 6" CURB PER CITY OF RENTON STANDARD PLAN 101 ®INSTALL CONCRETE SIDEWALK PER CITY OF RENTON STANDARD PLAN 102 ( PROVIDE NEW TO EXISING AC PAVEMENT TRANSITION PER DETAIL 3, SHEET C6.0.0 ©INSTALL PEDESTRIAN RAMP PER WSDOT STANDARD PLAN F-40.16-03 O7 INSTALL TRUNCATED DOMES PER WSDOT STANDARD PLAN F-45.10-03 90 CROSSWALK STRIPING PER CITY OF RENTON STANDARD PLAN 128 14 INSTALL PEDESTRIAN RAMP PER WSDOT STANDARD PLAN F-40.15-04 16 SAWCUT/PAVEMENT TRANSITION PER DETAIL 3, SHEET C6.0.0 17 INSTALL CATCH BASIN TYPE I PER CITY OF RENTON STANDARD PLAN 200.00 18 DEMO EXISTING CURB 19 INSTALL 0" TO 6" CURB TRANSITION PER DETAIL 2, SHEET C6.0.0 20 GRIND AND OVERLAY PER DETAIL 1, SHEET C6.0.0 23 INSTALL NEW STORM DRAIN PIPE STORM DRAIN DATA ® BEARING/DELTA SLOPE LENGTH SIZE/MATERIAL 1 N 58050'36" W 2% 27.57' 8" PVC SDR-35 24 22 20 18 16 14 12 0' 5' 10' 15' SCALE 1"— 5' C I JT5 COMPANY / / 19201 120th Ave NE, Suite 201 / Bothell, WA 98011 425-951-4800 www.NV5.com 24 22 20 18 16 14 I 12 0+34 T-422802 R-422814 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING j TRANSPORTATION OPERATION Michael Sippo 11 /04/2022 1 CBarnes 11 /09/2022 SURVEYED: SCALE: »_ > — 1 5 HORIZONTAL: NAD 1983/1991 DATUM CITY OF VR RENTON •mgv Planning/Building/Public Works Dept. INTERSECTION DETA LS-19TH STREET WIDENING DATE: 10-24-2022 DESIGNED: PACEBOOK: DRAWN: ONE INCH DRAWING NO: C 5 . 4.2 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: SHEET: OF: 14 36 00 N N d' 1 T 1 O LL P) co O O N N �, co co N O O O T N a J 'T^ N O O O N N rr n Z O N a 75 a N a O rr Z O N QC G Q N Q C/ ) T N DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F CURB LANE LANE LANE CURBLANE 6" MIN. (TYP.) TIRE TRACKS CROSSWALK MARKINGS, r (TYP.) SEE NOTE 1 (TYP.) CONCRETE CURB / 8 GUTTER (TYP.) i LANE LANE LINE LINE WHITE CROSSWALK CENTEIiU CENTERED 8" MARKINGS (TYP.)—, W IN fTYP.) LANE LANE 0 24" 8' (TYP.) (TYP-) z 0 N Fo I WHITE STOP BAR FOR HAWK SIGNAL AND RECTANGULAR RAPID FLASHING BEACONS (RRFB), SEE NOTE 3 PIANO STYLE CROSSWALK PLAN 8 PROFILE VIEWS NOTES- 1 . PIANO STYLE CROSSWALK MARKINGS SHALL BE INSTALLED AT MARKED MID -BLOCK PEDESTRIAN CROSSINGS. SEE STD. PLAN 128 FOR ALL OTHER LOCATIONS. 2. PAVEMENT MARKING MATERIAL SHALL BE PER STD. PLAN 109. 3. 16" WIDE WHITE STOP BARS SHALL BE INSTALLED WHEN A HAWK SIGNAL OR RECTANGULAR RAPID FLASHING BEACONS (RRFB) ARE PRESENT AT A MID -BLOCK CROSSING. OTHERWISE, NO STOP BARS SHALL BE INSTALLED. 4. TO MINIMIZE WEAR, CROSSWALK MARKINGS SHALL BE LOCATED IN THE CENTER OF THE TRAVELLED PORTION OF THE LANE. MID —BLOCK CROSSWALK AND STOP PLAN— 127 �o PUBLIC WORKS . � + BAR PAVEMENT MARKINGS APPROVED: DEPARTMENT 7/27/2022 Martin Pastucha DATE 5:4 DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F WHITE CROSSWALK MARKINGS (TYR N WHITE STOP BAR, SEE NOTE 3 PARALLEL STYLE CROSSWALK NOTES: 1, PARALLEL STYLE CROSSWALK MARKINGS SHALL BE INSTALLED AT ALL MARKED PEDESTRIAN CROSSINGS, EXCEPT AT MARKED MID•BLOCK PEDESTRIAN CROSSINGS. SEE STD. PLAN 127 FOR MID -BLOCK CROSSWALK. 2, PAVEMENT MARKING MATERIAL SHALL BE PER STD. PLAN 109. 3. STOP BARS SHALL BE INSTALLED WHEN TRAFFIC SIGNALS OR STOP SIGNS (IF REQUIRED BY CITY ENGINEER) ARE PRESENT. STOP BARS SHALL BE LOCATED A MINIMUM OF 4' FROM EDGE OF CROSSWALK MARKINGS OR MORE IF SPECIFIED BY CITY ENGINEER, OTHERWISE, NO STOP BARS SHALL BE INSTALLED, ��Y o INTERSECTION CROSSWALK AND STD, PLAN— 128 PUBLIC WORKS STOP BAR PAVEMENT MARKINGS A PROVED: + + DEPARTMENT Martin 7/27/2022 Martin Pastucha DATE BAND - OR MOUNTING ON EXISTING METAL POLE OR LUMINAIRE 5/16"x2-1/2" GALVANIZED BOLTWITH_ GALVANIZED WASHERS. 2" SQUARE METAL POST o TOP OF AN H _ Cr LOWER SQUAR - 5 TUBE) a. 0 W re FINISHED a UN - cr LINE O ' w i a a 4" MIN. ]z 1 DiMENSIONS'FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE' INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE'PATENTED, MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST _ CRITERIA. TIDE -BASE 'CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED: 2. A'2" (IN) POSTiNATH A 2 1/4 (IN) PSST ANCHOR OR A 2 1 /4" (IN) POST WITH A � 2 1 /2" (IN) PSST ANCHOR MAY BE SUBSTITUTED: SEE,II,CON.TRACT PLANS. 3. PERFORATED., SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. EDGE OF TRAVELED ROADWAY 90 30'�•t ' I OR REI LECTORIZED SIGNS: MOUNT '. FACING 3'(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SIGN FACE ORIENTATION .. S GN POST - i .. e LOWLY SIGN DOST SUPPORT —5/I6%AIN) CORNER BOLT 0 3 IN FLANGED al SHOULDER BOLT MATH NUT AND WASHERS 2 REQUIRED (TYP.) BOLT STOP CN POST TYPE ST-4 SIGN SUPPORT LOWER _ SIGN POST SUPPORT (IN), 7—GAGE. HOT -'DIP GALV.;,l IN. HEAVY—DUTY ANCHOR IAM COMMERCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING 'I:ON SINGLE PUBLIC WORKS METAL POST 4 7■� DEPARTMENT 0 ADOPTED .C1 lc AN N V 5 COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com SURVEYED: SCALE: WHP/NV5 VERTICAL: NAVD 1988 DESIGNED: NTS HORIZONTAL: NAD 1983/1991 DRAWN: ONE INCH DATUM CHECKED: AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY %�T. O WAS 0� DIGITA N D BY JUA R EZ 2022.09. 8 8-07'00' 41691 1P4 0�EGI STw SSIONAL E� C TY OF RENTON Planning/Building/Public Works Dept. STD. PLAN- 129 APPROVED: G� 1 D T-422805 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING % -F IL Michael Sippo 11/04/2022 w SWA2 AMAZON CITY OF RENTON CITY STANDARD DETAILS LO co It It O O N N , U co co N 0 0 T N a J T Ln N 0 C) N N Z O N Q DATE: 5 9-27-2022 Q FIELDBOOK: PAGE: DRAWING NO: C6.3 C� v' SHEET: OF: 21 36 00 N N 1 T 1 O rY P) co O O N N �, co co N O O O T N a J 'T^ N O O O N N rr n Z O N a 75 a N a LO M It It O O N N �, co CM N O O O T N a D J 'T^ L , N O O O N N rr n Z O N a 75 a N a LO M It It O O N N �, co CM N O O O T N a D J 'T^ L , N O O O N N rr n Z O N a 75 a N a 00 N N O z 0 N Q Q 0 J / J / 0 Q U / 00 0 N O N O N O N U N O L n / U O L / U) W / Q) L 0 i / N L.� z i O N C O !1 / E O U LO / / w Q z W J I LEGEND ® ELECTRICAL SERVICE CABINET in PULL BOX TYPE 2 - - CONDUIT OLUMINAIRE SCHEDULE NOTE 0 WIRING SCHEDULE NOTE LED ROADWAY LUMINAIRE AND DECORATIVE POLE EXISTING LED ROADWAY LUMINAIRE AND DECORATIVE POLE NO. 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 & ILLUMINATION 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 LUMINAIRE WIRING AND CONDUIT BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLAN 119. 9. ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON RIGHT-OF-WAY. 10. EXISTING SIGNAL AND LIGHTING CONDUIT MAY HAVE LESS THAN 121, OF COVER. CONTRACTOR SHALL USE CAUTION WHEN EXCAVATING NEAR EXISTING CONDUIT. 11. FOR ADDITIONAL GENERAL NOTES SEE CITY OF RENTON STANDARD PLAN 135. 12. FOUNDATION DESIGN FOR LIGHT POLES REQUIRE GEOTECHNICAL ANALYSIS TO DETERMINE DEPTH OF FOUNDATION PER CITY STD DETAIL 117.1A CONSTRUCTION NOTES 1. INSTALL STANDARD EEL LIGHT PER STANDARD PLAN C.O.R STANDARD PLAN 117.1 2. INSTALL GHT STANDARD FOUNDATION PER STANDARD PLAN C.O.R STANDARD PLAN AA Poles are aluminum 3. INSTALL ELECTRICAL SERVICE CABINET PER C.O.R STANDARD PLAN 122.1 AND 122.2 AT APPROXIMATE STATION11+91, 35.24. COORDINATE WITH PSE FOR SERVICE CONNECTION. LABEL BACK OF CONTRACTOR CABINET WITH ADDRESS LOCATION, USE 1" LETTERS 4. INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD LUMINAIRE # POLE ID # CIRCUIT # STATION GPS COORDINATES OFFSET LUMINAIRE TYPE LED LAMP WATTAGE MAST ARM (FT) MOUNTING HGT. (FT) STANDARD PLAN # 10 1 10+76 27.64 CYCLONE , LED 80 10, 35.5' 117.1 02 1 11+17 33.36 CYCLONE , LED 80 10, 35.5' 117.1 03 1 11+35 74.96 CYCLONE , LED 80 10, 35.5' 117.1 40 1 11+81 66.43 CYCLONE , LED 80 10, 35.5' 117.1 05 1 11+87 83.31 CYCLONE , LED 80 10, 35.5' 117.1 06 1 13+32 -20.75 CYCLONE , LED 80 10, 35.5' 117.1 07 1 12+32 -20.30 CYCLONE , LED 80 10, 35.5' 117.1 0 1 11+86 -45.09 CYCLONE , LED 80 10, 35.5' 117.1 0 1 11+37 -56.37 CYCLONE , LED 80 10, 35.5' 117.1 1 11+21 -28.93 CYCLONE , LED 80 10, 35.5' 117.1 0 1 11+90 -26.67 CYCLONE , LED 80 10, 35.5' 117.1 WIRING SCHEDULE CONDUIT RUN CONDUIT SIZE CONDUCTORS NOTES Al 2" PVC 2 - #8,1 - #8 2� 2" PVC 4 - #8,1 - #8 33 2" PVC 6 - #8,1 - #8 REVISION SURVEYED: DESIGNED: LM DRAWN: LM CHECKED: JM APPROVED: A SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY acl is AN NY5 COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M T-422808 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �, TRANSPORTATION OPERATION Michael Sippo 11 /04/2022 .r CBarnes 11 /09/2022 ' + CITY OF RENTON ROUNDABOUT Planning/Building/Public Works Dept. 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'SFIDD�l4� }LIJ UJil OWE 4EE 31ANDMO GETAL 1'7.'3 STD PUBLIC r' �E��F�AT1> - 11T 1 Lid I I PU13LTC WORKS � h FY'�"1��F�14� 1�7E 1411„IIIIA1IIiAlRE FORA ��r'LI}_ + �+ DEPARTMENT L11'T�1,11LS rEtrtlr�� 7/27/2022 it . f DEPARTMENT -__ BATE REVISION 17'30DA-110N DETAL {1.V V. H', r` I' THFA Sri. ✓+ @ RILE PE? F _ +A FtA TE MJ2-ION 90C TEIAPLATE GEIAL mC-M. ECLT TEEFUTE 4 dN� qii eo-.T, 4 TOTAL, I kV 71A, On F1554 OR MAK 55 er A"XI; KLT]. A40 FL7 T WSH_R5 :6 R=Qj) PEP Aia�I,R ESL` ,k,�E�I19L'f DFr,4.l -DUNJA ON NOILS I. "OTLBUS 'SHA.L m5T 9E A41M-D 1. %L. FCI mDATIC1. H+ FE �Ph BE FITDFf i•: e a 1•4 k�CC9341 7 III TI-1 LIJES- WDOT STINDA;D 7-[Cr , ,yTl) . SE nrm ii-?9.E(5] FCLLtinkw atiw•'A+FF FOUNDATION DETAILS ARTERIAL STREET S'1'J}. J}LAh - 117 1.11L SMALL CELL TTMECQRATME APPROVED; LUMINAIRE POLE RETAILS 712712022 1 - ]A_E SURVEYED: DESIGNED: LM DRAWN: LM CHECKED: JM BY DATE APPR APPROVED: JM SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DDcu`-rr-i Fw".m lr;' c(QEr.d IL B=JL8�0-ESSOAAI F5959 �� k'la `% k'•; F 'ti l �� I I F 1 `11 1 F W' 5 "' JAW A 19 I111 N AIT'1ON 1 0 VAN1.1 I-W)ARR. 1 '2'VAC. 125 AMP CTMA bIU'a. I PHA%F. WIRE, IICKT. IriK AIL' NIA[N LIIR I _� 1�1_11.: NI AMP FEL MF_ 2W AM[F TIC IP_ ' POL L E ATiaN .ED22 MQ WJCT-01, I4R,%NCH 11IR E -N k kR%, EALTON TYPIk BAR- 2 - .'21 1LLL•MIN 14 IN A. H I- 'I (;R01 I,%1) 1 31 V 1 RI t k°µl .m I I 1-401 s1= V%111 FRLSLNrF - 401 A '•. I I IARY 'S;1 ;NAL 1 I I P E SENT I 3 - 6W2 SMALL CELL BRA NCIH - 191: 0+-17ROL 3 - 2Iw SPAR CON'r A( l4 *: NEMA I I - I I ipai RATLD, 30 AMP 4 POLL 1 411 VAL" Cy Ni-, MUD H91 ODFA-14V02 - I I ill-t) r1'FED ritur(l) LLLL-I RIIL CLL L I L{rJQ WATI. L20 VA<:. TWIST L(XX_ .A1LI# iV551 1_1;_UL '41 LI'4-11 I II]1.L IL', EGI'ti I :T f#�'I-I r�+ D WIRIDULASS WIN LX) �` PM10-C ELL BYPASS W I I ( H SMT. 15 a MIP, RATED Iq P 1012T? VAC IM a THK(XX A i 1 I- F `-I 1 \ ,U. BL(>M1[X,I GKO+ NtIll FAULT RE IE T ALLL 20 AMP, 123 VAC. 1)1.:'FLLX CAMMET; I.'ONSTRLIL 10%F Jr- M 4 TYPf IIR.(IVT(XX.)K PADM.FjKT. IM- -I-H12 &1-1.hfINI N1 1'E11I.-E1111N ON N EW I ICAO IL f rt �I_�11 .I � v�� lTl f .�` �1�+iGl..�t � �`FkL• Est �41I'+'IO'��4�f�T �fLC� �'[ ITT k TLC �1� ��° '�1�1 1 I� �L.IE'�IE;�T MC A 111= 1 , 1' %N LATH `ilE11' l.ik]11.1ND WnM MINJ MUM J"]O1ti1 I %, TA' I lr 1 14 1 1 1 IRAL DcS. I IF,-P% III 1�l . FY CONC-L1Ii.4EI 114'�14f (Lrl1�T P iil" I. T'LIr+I I.F :-1 1 .�: l l 11 '� F. i I I ROLLER kODS THAT PROVIDE 3-POINT I I0\ CAN a.I 1 �, 1114-'EL L NLOhW I ' I C. 1,w: ° I .`131k ti 1"" 1.(KX ON LOWER INYT101111JUM DWR W17I1 I kKl) I 11 ; i- 1t I*ADLocK,�bLr 'LiF rGTER wTTTI P+oLIs1 rri!) ,) f r'T% +. rl DEADFRONT: FUNGED AND SHVKFOli WITH QUARTER -TURN FASH-M-MN ILL FrNI5H AL[lMI%LJ.M REW [LT. D LIL LIffE-D PER STNDA FtD SSOM -5VnABLb Fri USE AS'SE-1KvIl'E L1 ,M'W.`F`4 NOTE: r; I D I)EPA#T19EENT "WHpaciflic AN N�V�5 COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com agav11 a CAMMET 1 T VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C T Y OF RENTON DATUM Plan ning/Building/Public Works Dept. PLAN - 122.2 T-422809 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ® TRANSPORTATION OPERATION �,IL Michael Sippo 11 /04/2022 CBarnes 11 /09/2022 SWA2 AMAZON CITY OF RENTON ROUNDABOUT -SW 16TH ST/RAYMOND AVE SW LIGHTING DETAILS DATE: 0 4-2022 F a o PAGE: C7.1.1 SHEET: OF: 32 36 U J co 0 N N A, LJ CM N C) (D C) Q J T N C) N z 0 N Q N 3: ( U / 00 N N z 0 N Q Q N Q cco 0) 3 zT a� 0 CP J 01 J / Q U L/L ry / 00 0 N O N / O N O N U N O L n / U O to N U •L U) N L 0 I LL N L.� z O N C O Q / E O U Ln / / Q z W J I 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 PASTS). 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 ALGA STANDARDS(I.E. JUNCTION BOXES SHALL HAVE NON—SKID LICKS). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CQNNECT10N TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LAILl,, 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 FOUNDAT104S 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 PAC'. FOUNDATION PAD SHALL BE AT LEA'_ 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. B. 0EN THE TRAFFIC SIGNAL IS OPERATIONAL, 'VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL, NEW PERMANENT/TEMPORARY VIDEO DETECTIO4%i SHALL BE INSTALLED AND OPERAT10NAL 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 NTH THE TRANSPORTATION OPERAT1 NS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. STD. PL4N - 135 GAZ 1 3/13/20.19 1 o 3 oJ-VA �, o LABEL THE STREET FACING SIDE OF THE CABINET ELEVATIONSECTION O WITH ADDRESS NUMBER (W/O STREET NAME) USING o b AN ENGRAVED PHENOLIC NAMEPLATE WITH 2" HIGH CD BLACK LETTERING ON WHITE BACKGROUND. ATTACH o y NAMEPLATE WITH ADHESIVE 0 n THE METER DOOR SHALL BE REMOVABLE. UNLESS SPECIFIED IN THE PLANS, THE `° DO 3 x METER DOOR HINGE SHALL BE LOCATED 12" ON LEFT SIDE OF THE CABINET 0) A _ D W w 72" D m o I 0 2 a ® 40„ m WIRING SCHEMATIC 00 :3 0 Z m METER PHOTO BASE CELL MAIN CONTROL TEST SERVICE SWITCH 16" 161, WIREWAY LTG. DEADFRONT m Z7 ="xJ 70 p C 8" 8.. 4" 13" GROUND 16.• g . FAULT o Ntj "d RECEPT. 8" _ � n z 2" TYP. 1 FOOTPRINT 00 o N 120/24OV, SINGLE PHASE, 3 WIRE 0 NOTES PER STANDARD PLAN 122.2 w " Docufgn EwWW* ICT; F41 ?V-1A8$AWE 62FC,224FAFW POLE & BRACKET CABLE. #12 AW. SPLICES BETWEEN EASE HOLDER AND LUMINAIRE FIXTURE SHALL NOT BE ALLOWED FUSE KITS QUICK AMR TO W�SDDT LOCKING QISC(7ldI+IECT 3 AMP IN LINE LID STANDARD DUTY FUSE KITS S.E.C. 4R EQUAL JUNCTION BOAC TYPES 1 & 2 $TWARO PLA4 JI-40.1i GROUND LUG SPLICE IKITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS CONORETE PAD OR SIDEWALK PER STD PLAN 120 2e(MIN) COVER 0S RARE COPPED GROUND WIDE [MOUNDCLAMP 1 - EQUIPMENT GROUND i,+C C NNDLJI r2p WREW/GREEN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSTEM 0 xB' CODER GLAD MIRES TO CONTACTOR GROUND R€JQ (SIZED AS REQ'D-) 4 LUMINAIRE GREEN INSUILATEI) WRE TO FIXTURE GROUND LUG CONCRETE FCUNCATION NOTES:- 1. THIS DETAIL DEPICTS. THE BASIC LLUMIRAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY. 2, MINIMUM GROUND WIRE SIZE SHALL BE #$, AS SHOWN ADOVE. IF 'CURRENT CARRYING CONDUCTORS ARE LARGER THAN Y8, THE MINIMUM GROUND HIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDLUCTORS, 3. EUJIPMENT GROUND WRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE MOUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE- T.. IF THE FIXTURE MANUFACTURER HAS MADE PROMSI0N5 FOR THE ATTACHMENT OF A GROUND WIRE, Jai GREEN INSULATED WRE OF THE SAFE SIZE SHALL RUN FROM THE FIXTURE To THE GROUND LUG INSIDE THE POLE H.ANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #B GREEN INSULATED VARE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE RCLE 'GROUND LUG. LUMINAIRE ELECTRICAL STD. PLAN - 119 PTJBLIC WORK$ WIRING SYSTEM I' F DEPARTMENT Pr S/22/2019 REVISION SURVEYED: DESIGNED: M DRAWN: LM CHECKED: JM BY DATE AP P R APPROVED: JM SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY rCkw40grn Emrebpo 10; SD308AIA-204p40E8,Ma4A2'H3.+HH';I 'eF c�a LUWINrURE POLE JJNCTICH Bblt a� CONCRETE PAD PLAN MEW —LUWINAJRE POLE l-fCOKRETE PAD - 4- JUNCTION € OX �LUMNAIRE CONCRETE POUNDA.TION Sol VEW LUMINARE CONCRETE PAD DETAIL 1. LLIAPIWRE CONCRETE PAL) SHALL EE USED IN AREAS OUTSIDE T SIDETI'&K 2. CCHIr11TE CLAT3 FUR LUMINARE LCINCRUL PAD SHALL BE PER STD PLAN 135 3. TOP OF L.UMINAARE FOUND.sNN ELEVATION Sma BE LOCATED AT F7f}TT01611 CF LUMINAJRE CGKRETE PAT( ELE0110H OR BOTTOM OE sibimv ELEYAT1 N d. LLMINARE POLE AND JJNCTICN BDX T1PE PER PLAN 5. LL"N.AIRE C.CNCRETE PAD AC.CCUMODATES TYPE 1 AND IYPL 2 JJNCTIGN BDRES ONLY o-r y ti. r� r L\- JLIIJc110H 1�4M C1CNCRETE 9EEWALK PLAN ti1E'N PER 517D PLAN 102 ---LUWINAJRE POLE URCRFTE SIDEWALK PER SrD PLAN 102 } JLv'TMr.Ti BOX ONCR E FWND.A.TION 9DE MEW LIlMINAI'RE WrTH SIDEWALK DETAIL OMCROTO PAD al1N4nON Box PL.e,' CDTF:RETE U'A] J T I JJNCTICN 8Dx 51DE MEN INDI1 QUAIL JUNCTION BOX PAD DETAIL LUMINAIRE CONCRETE STD. PLAN 1`20 * PUBLIC WGRKS PADISID'E1MIfALK AND �Tr_.D DEPARTMENT JUNCTION BOX CONCRETE PAD Gregg A, ZIImfTT1�}}��{�1 �fl�ar�_B 1 WHpaciflic AN NY5 COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF RENTON [;R vuOr DATU M Planning/Building/Public Works Dept. T-42281 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING % � IL TRANSPORTATION OPERATION I Michael Sippo 11 /04/2022 CBarnes 11 /09/2022 SWA2 AMAZON CITY OF RENTON ROUNDABOUT -SW 16TH ST/RAYMOND AVE SW LIGHTING DETAILS DATE: 0o- 4-2022 FIELDB PAGE: C7.2.1 SHEET: OF: 33 36 LO O N A, U C'7 N O O T N Q J ^ 'T L J N O O N / N� rr n z 0 N Q Q N V 1 m LO C'7 O O N N Ali C'7 C'7 N O O O T N Q J 'T^ L J N O O O N N rr n z O N Q Q N Q z GRASS O--- --- N CQ G N m Q SW 16TH ST. M 0 KING LOT IRR RG IRR Y 00 n _T R1-2 (36 "WX36 "H) S1 W1 1-2 (24 "WX24 "H) SS LEGEND SYMBOL DESCRIPTION O PAVEMENT MARKING NOTE 0 SIGN NOTE POST MOUNTED SIGN O SIGN NUMBER SIGN LEGEND A`. FPO GRASS m R 8 ■ D WAL ASPH PARKING LOT ONLY 20 MPH W2-6 W2-6 W13-1 (36 "WX36 "H) (24 "WX24 "H) (18 "WX 18 "H) SZ S3 S4 0 0 SW 16th STREET Y Q S7 = RAYMOND AVENUE SW S8 W 16-7PL OR W 16-7PR (24 "WX 12 "H) S6 NOTE 1, SEE SECOND STRIPING AND SIGNAGE SHEET FOR THE PROJECT SIGN SCHEDULE. b I °I p ° O o+ (7) CD U-) Q � O 0 I 0 BUILDING 9 10 S5 S6 ASPH I IRRG-�1 j7d] 143 S8O R O'13 - en 9 4 6 , TYP p I I I I I I GRAVEL I I I I 'w I L 7 TYP 3 S1 4 —SDx — FE�sl NO. S6 0 9 II 10 I P REVISION SIGNAGE NOTES S1 INSTALL 36"X36" R1 —2 YIELD SIGN PER SIGN LEGEND, THIS SHEET. INSTALL SIGN PER COR STD. PLAN 129. S2 INSTALL 12"X18" RIGHT TURN ONLY SIGN PER LEGEND, THIS SHEET. INSTALL SIGN PER COR STD. PLAN 129. 53 INSTALL 24"X24" W2-6 CIRCULAR INTERSECTION SIGN PER SIGN LEGEND, THIS SHEET. INSTALL SIGN PER COR STD. PLAN 129. S4 INSTALL 24"X24" W13-1 ADVISORY SPEED 20 MPH SIGN PER SIGN LEGEND, THIS SHEET. INSTALL SIGN PER COR STD. PLAN 129. S5 INSTALL 24"X24" W1 1 —2 PEDESTRIAN CROSSING SIGN PER LEGEND, THIS SHEET.INSTALL SIGN PER COR STD. PLAN 129. S6 INSTALL THIS SHEET. 24"X12" W16-7PL (LEFT) OR W16-7PR (RIGHT) DIAGONAL DOWN ARROW SIGN INSTALL SIGN PER COR STD. PLAN 129. AS APPLICABLE PER SIGN LEGEND, S7 INSTALL SW 16th STREET SIGN. MOUNT STREET SIGN ABOVE YIELD SIGN. Sg INSTALL RAYMOND AVENUE SW STREET SIGN. MOUNT STREET SIGN ABOVE YIELD SIGN. -0-0-0-0 S3 0-0-0-0-0-0- - — DITCH DITC - 11_ DITCH DITCH DITCH 9 S6 - _ HWL -- — — — — — - ,to P 7 F — — — — — — — — — g 5 �-TYP — — _ ASPH PARKING LOT — — — — — _ASPH PARKING PAVEMENT MARKING & SIGNING GENERAL NOTES A S6 1. ALL WORK MATERIALS SHALL BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON, THE LATEST EDITION OF THE WSDOT STANDARDS AND SPECIFICATIONS AND THE MUTCD. A SET OF APPROVED PLANS SHALL BE KEPT ON —SITE AT Q 7 I ALL TIMES DURING CONSTRUCTION. 0 � L —° 2. THE LOCATIONS OF FEATURES ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY to ° THE CONTRACTOR AS NECESSARY. I� 1 Y 3. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL °�I Q AT THE EARLIEST POSSIBLE DATE I d � z 4. REMOVE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. I m fi I i CONTRACTOR SHALL COORDINATE STRIPING REMOVAL WITH ASPHALT RESTORATION WORK. I mPl 5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL CHANNELIZATION PER CITY OF m BUILDING RENTON & WSDOT STANDARDS. CONTRACTOR SHALL LAYOUT ALL CHANNELIZATION AND THEN CONTACT THE ENGINEER 48—HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT. � S3 S4 6. SIGN SUPPORT SHALL BE AS DETAILED ON COR STD. PLAN 129. •&o 7. SALVAGE SIGN(S) AND STEEL POST(S) AS DIRECTED BY CITY. SEE CONSTRUCTION PLANS FOR SIGN REMOVAL. 6 I PAVEMENT MARKING CONSTRUCTION NOTES 1 INSTALL WIDE LANE LINE PER WSDOT STD. PLAN M-20.50-02. Specify MMA as O INSTALL WIDE EDGE LINE PER WSDOT STD. PLAN M-20.1 0-03. material type. O INSTALL EDGE LINE & SOLID LANE LINE (YELLOW) PER WSDOT STD. PLAN M-20.10-03. 1 1 Use COR Standard ® INSTALL EDGE LINE & SOLID LANE LINE (WHITE) PER WSDOT STD. PLAN M-20.10-03. I Marking Plans not 5 INSTALL WIDE DOTTED ENTRY LINE PER WSDOT STD. PLAN M-12.10-02. WSDOT © INSTALL WHITE PLASTIC TYPE 3SL (LEFT) TRAFFIC ARROW PER WSDOT STD. PLAN M-24.40-02. PLACE IN CENTER OF THE LANE TO AVOID WHEEL PATTERNS. O7 INSTALL YIELD LINE SYMBOL TYPE 2 (SHARKS TEETH) PER WSDOT STD. PLAN M-24.60-04 I ® INSTALL 10' WIDE WHITE PLASTIC CROSSWALK PER CITY OF RENTON STD. PLAN — 127. Z m OINSTALL TYPE 2YY RAISED PAVEMENT MARKERS AT 4' SPACING 2" FROM YELLOW SOLID LANE LINE. 10 PAINT CURB YELLOW. 10 I I SURVEYED: WHP/NV5 DESIGNED: DRAWN: CHECKED: BY DATE APPR APPROVED: T-422813 �o T . IN COMPLIANCE WITH CITY OF RENTON STANDARDS Og WASkI�Q�r c ��� K ��� . �TRANSPORTATION OPERATION 0�' DEVELOPMENT ENGINEERINGIWHP � Michael Sippo 11 /04/2022 CBarnes 11 /09/2022 AN Nt' DIGITA D BY Y .9 COMPANY JUAN R UEZ LO co It It O N , L_J coco N O O O T N a J T LO O O N 022.09. 84 0-07'00' z 19201 120th Ave NE, Suite 201 801www.NV5.com 425h951 � � �� 4EGIS70- 4� O 4800 S'SIO NAL E, N Q SCALE: 1 "=20' AL1988 HORIZONTAL:D LAD1983/1991 C TY 0 SWA2 AMAZON DATE: 9-27-2022 5 Q o [;R RENTON • CITY OF RENTON ROUNDABOUT - SW 16TH ST/RAYMOND AVE SW N Q FIELD600K: PAGE: DRAWING NO: C8.0. 1 ONE 'NCH DATUM Planning/Building/Public Works Dept. SIGNING AND CHANNELIZATION PLAN AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SHEET: OF: 35 36 LO M It It O O N N �, co CM N O O O T N a D J 'T^ L , N O O O N N rr n Z O N a 75 a N a