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HomeMy WebLinkAboutzT-4199setLn 'T^ u / O O T N M N H • H T N a J 7w,ON- H z W r) rr a w z D z O z w oC v z W 0 rr Q G W v / z C/) z O I- z W rr z CD I O O 0 U Cn I m Q � J m U] � Q I N O O N J ::D m N C Q J I X c N 01 N r r m o I U) c..� cn I� r7 I / J m 4) (/1 � Q o I O X CO C � Z3 N cn I () V) � I J Ln m O CO � Q O I o x 0 g U m o 0') J (3) m o I O C� N I Cf-) CS O J O m O CO O Q N X U / / :_ > oN I aN /ry / I X / Z CD W C.7 / C T00 � Cn x m� I m I cn I E m aN �Q cD � I x N O Q) a) O X A A 9�y INDEX AVE NEB PRIVATE RD ENE '0" 57 i) DIRECTON- STREET SIGN 0 49+ •47 _ W11-2 (PEDESTRIAN SYMBOL) SIGN ON POST SIGN TYPE 1.1 PER KING — COUNTY METRO ON POST I CENTERLINE RAISED PAVEMENT MARKERS PER WSDOT STD M-20.50-02 R1-1 ("STOP") AND R5-1 ("DO NOT ENTER") SIGNS ON POST BACK-TO-BACK STOP LINE PER WSDOT STD M-24.60-04 SEE C801 FOR WATER MAIN EXTENSION CONTINUATION STOP LINE PER WSDOT sAo N+J STD M-24.60-04 :fig:: �y�z E ": ,;:•:.':'; 15 � + Y ASPHALT PAV EMENT .. a .,.. '..:. NT GR1P I • o'.� 6"CURB INT �---+ gPPROX. LOCATION .. :• t y MARK PER PA CTMP) U O I _ _ 51+00� RSON AVE NE'= _ 50+00 — — (COMMERCIAL ACCESS) — 2r1�-00 20.0' �,� ,, ASPHALT LOADING 0" �ysG PER PAINT MARKN PAVEMEP' ZONEZK gg o n a I CONSTRUCTION THESE RECORD DOCUMENTS HAVE BEEN RECORD DRAWINGS PREPARED FROM THE CONTRACTOR'S I Michael Ruether (THE REDLINED MARK-UPS OF THE CONSTRUCTION CONTRACTOR OF RECORD) HEREBY CERTIFY DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. OMISSIONS IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED x��iae�l�uet�ew BY THE CONTRACTORS AS -BUILT REDLINES. Dakota Simurdak (THE SURVEYOR OF RECORD) HEREBY CERTIFY THAT THE SURVEY INFORMATION SHOWN ON THESE RECORD DRAWINGS ACCURATELY REFLECTS THE FIELD CONDITIONS AS OF 10/29/2024 . x Dalota Lyu hl PER WSDOT STD M-20.10-03 20 'PF A v CENTERLINE PAINT STRIPING PER WSDOT STD M-20.10-03 ? ASPHALT PAVEMENT - .. ., ..,.... ..c; . A PHA AVEMENT 79 75 L=355.50' 52+00 ,• .• A=12'45'04' F+1 El APPROX. LOCATION Q ASPHALT PAVEMENT EC O _ 21,Gi. PRO%. LOCATION iR PAINT MARKS ( ) •"A.. • ; JEFFERSON AVE NE E) DRECTION f- L-21.$�' R= R1-1("STOP") :. :a:=''+ d d A �. a.: , m�.• d+ o ',�.. SIGN ON POST G O o.a. ' ,d d 10/14/2024 1 CIVIL CONSTRUCTION PERMIT CMK 10/19/21 TJE suwEYED: SCALE vERnca : NAw 1908 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12 20 21 TJE DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE CMK 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRAWN. CC, JYL 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: ONE IN DATUM AT FULL CB IF NOT ONE INCH SCALE NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TJE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com ki CITY OF RENTON Planning/Building/Public Works Dept. NOTES 1. REFER TO C600 SERIES FOR PAVING INFORMATION. 2. ALL SIGNAGE SHALL COMPLY WITH WSDOT SIGN FABRICATION MANUAL, UNLESS OTHERWISE NOTED. LEGEND PROPERTY LINE BUILDING LINE PAINT STRIPING ACCESS PARKING SPACE SYMBOL �11 -r SIGN POST R-419942 0 10' 20' 40' T-419901 1 inch = 20 feet IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON SUNSET GARDENS 2900 NE 10TH ST, RENTON, WA 98056 SIGNING & CHANNELIZATION PLAN 10/14/2024 FIELDBOOK: PAGE: DRAWING NO: C1000 SHEET` 42 ' 44 LO T LO 0 T N k T N a J H • H T N n Cn z W 0 V w C/) z D C/) z O I— z W T T O rr M H • H z W r) rr a w z D z O z w oC T T O rr M H • H z W r) rr a w z D z O z w oC v z W 0 rr Q G W v / z C/) z O I- z W rr z CD I O O 0 U Cn I m Q � J m U] � Q I N O O N J ::D m N C Q J I X c N 01 N r r m o I U) c..� cn I� r7 I / J m 4) (/1 � Q o I O X CO C � Z3 N cn I () V) � I J Ln m O CO � Q O I o x 0 g U m o 0') J (3) m o I O C� N I Cf-) CS O J O m O CO O Q N X U / / :_ > oN I aN /ry / I X / Z CD W C.7 / C T00 � Cn x m� I m I cn I E m aN �Q cD � I x N O Q) a) O X A A 9�y INDEX AVE NEB PRIVATE RD ENE '0" 57 i) DIRECTON- STREET SIGN 0 49+ •47 _ W11-2 (PEDESTRIAN SYMBOL) SIGN ON POST SIGN TYPE 1.1 PER KING — COUNTY METRO ON POST I CENTERLINE RAISED PAVEMENT MARKERS PER WSDOT STD M-20.50-02 R1-1 ("STOP") AND R5-1 ("DO NOT ENTER") SIGNS ON POST BACK-TO-BACK STOP LINE PER WSDOT STD M-24.60-04 SEE C801 FOR WATER MAIN EXTENSION CONTINUATION STOP LINE PER WSDOT sAo N+J STD M-24.60-04 :fig:: �y�z E ": ,;:•:.':'; 15 � + Y ASPHALT PAV EMENT .. a .,.. '..:. NT GR1P I • o'.� 6"CURB INT �---+ gPPROX. LOCATION .. :• t y MARK PER PA CTMP) U O I _ _ 51+00� RSON AVE NE'= _ 50+00 — — (COMMERCIAL ACCESS) — 2r1�-00 20.0' �,� ,, ASPHALT LOADING 0" �ysG PER PAINT MARKN PAVEMEP' ZONEZK gg o n a I CONSTRUCTION THESE RECORD DOCUMENTS HAVE BEEN RECORD DRAWINGS PREPARED FROM THE CONTRACTOR'S I Michael Ruether (THE REDLINED MARK-UPS OF THE CONSTRUCTION CONTRACTOR OF RECORD) HEREBY CERTIFY DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. OMISSIONS IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED x��iae�l�uet�ew BY THE CONTRACTORS AS -BUILT REDLINES. Dakota Simurdak (THE SURVEYOR OF RECORD) HEREBY CERTIFY THAT THE SURVEY INFORMATION SHOWN ON THESE RECORD DRAWINGS ACCURATELY REFLECTS THE FIELD CONDITIONS AS OF 10/29/2024 . x Dalota Lyu hl PER WSDOT STD M-20.10-03 20 'PF A v CENTERLINE PAINT STRIPING PER WSDOT STD M-20.10-03 ? ASPHALT PAVEMENT - .. ., ..,.... ..c; . A PHA AVEMENT 79 75 L=355.50' 52+00 ,• .• A=12'45'04' F+1 El APPROX. LOCATION Q ASPHALT PAVEMENT EC O _ 21,Gi. PRO%. LOCATION iR PAINT MARKS ( ) •"A.. • ; JEFFERSON AVE NE E) DRECTION f- L-21.$�' R= R1-1("STOP") :. :a:=''+ d d A �. a.: , m�.• d+ o ',�.. SIGN ON POST G O o.a. ' ,d d 10/14/2024 1 CIVIL CONSTRUCTION PERMIT CMK 10/19/21 TJE suwEYED: SCALE vERnca : NAw 1908 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12 20 21 TJE DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE CMK 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRAWN. CC, JYL 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: ONE IN DATUM AT FULL CB IF NOT ONE INCH SCALE NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TJE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com ki CITY OF RENTON Planning/Building/Public Works Dept. NOTES 1. REFER TO C600 SERIES FOR PAVING INFORMATION. 2. ALL SIGNAGE SHALL COMPLY WITH WSDOT SIGN FABRICATION MANUAL, UNLESS OTHERWISE NOTED. LEGEND PROPERTY LINE BUILDING LINE PAINT STRIPING ACCESS PARKING SPACE SYMBOL �11 -r SIGN POST R-419942 0 10' 20' 40' T-419901 1 inch = 20 feet IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON SUNSET GARDENS 2900 NE 10TH ST, RENTON, WA 98056 SIGNING & CHANNELIZATION PLAN 10/14/2024 FIELDBOOK: PAGE: DRAWING NO: C1000 SHEET` 42 ' 44 LO T LO 0 T N k T N a J H • H T N n Cn z W 0 V w C/) z D C/) z O I— z W T T O rr M H • H z W r) rr a w z D z O z w oC T T O rr M H • H z W r) rr a w z D z O z w oC Q 00 00 N O N Q0 N 0 0 N N O N O N U 0 L n I— L c� U W x 0 Q 0 0 I— I CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S REDLINED CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY MARK-UPS OF THE CONSTRUCTION DOCUMENTS. THE CONSULTANT REVIEWING THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON THESE RECORD DRAWINGS HAS NOT WITNESSED SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY ALL THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR OMISSIONS AS OF 10/29/2024, 10/29/2024. IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S l f,� i9aeata J/lral%al AS —BUILT REDLINES. X X SEE SHEET IL02 FOR GENERAL NOTES AND SCHEDULES CONSTRUCTION NOTES: O1 CONSTRUCT FOUNDATION AND INSTALL LUMINAIRE POLE AND ARM PER CITY OF RENTON STD. PLAN 117.1A AND 117.1 B. INSTALL LUMINAIRE PER LUMNAIRE SCHEDULE. O2 CONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN LUMINAIRE POLE PER CITY OF RENTON STD. PLAN 117.2 AND 117.4. INSTALL LUMINAIRE PER LUMNAIRE SCHEDULE. OREMOVE AND SALVAGE EXISTING FIXTURE AND RETURN TO PSE. INSTALL NEW FIXTURE PER LUMINAIRE SCHEDULE. O4 CONSTRUCT FOUNDATION PER CITY OF RENTON STD. PLAN 126.1 AND 126.2. INSTALL ELECTRICAL SERVICE CABINET PER CITY OF RENTON STD. PLAN 122.1 AND 122.2. OCONSTRUCT LUMINAIRE CONCRETE PAD PER CITY OF RENTON STD. PLAN 120. INSTALL TYPE 1 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. O7 CONTRACTOR TO COORDINATE WITH PSE FOR POWER CONNECTION. O8 CONSTRUCT FOUNDATION AND INSTALL LUMINAIRE POLE PER CITY OF RENTON STD. PLAN 116.1 AND 116.2. INSTALL LUMINAIRE PER LUMNAIRE SCHEDULE. WIRE SCHEDULE BARE CONDUIT SIZE ILLUM ACTUAL 26% FILL & TYPE CIRCUIT GND #8 FILL (IN) (IN) NO. A 2 1 2" PVC SCH. 40 1 0.34 0.89 B 2 2 2" PVC SCH. 40 A 1 2 0.17 0.89 3 2" PVC SCH. 40 B 1 2 0.17 0.89 A 2 4 2" PVC SCH. 80 1 0.34 0.89 B 2 LEGEND ROADWAY W/ PEDESTRIAN LUMINAIRE �;_ % o PEDESTRIAN LUMINAIRE 8 0 TYPE I & 2 JUNCTION BOX SERVICE CABINET —••—••— PROPOSED CONDUIT 20 0 10 20 SCALE 1 inch = 20 ft. SMR Architects 117 S. Main St., Suite 400 Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 RENTON, HODS I N G AUTHORITYd YEARS r� Transportation Solutions INNOVATIVE I PRACTICAL I EQI11TABLE 16932 Woodinville -Redmond Road, Suite A206 Woodinville, WA 98072 (425) 883-4134 1 www.tsinw.com If Know what's below. Callbefore you dig. SUNSET GARDENS 2900 NE 10TH ST, RENTON, W/ 98056 CONSTRUCTION RECORD DRAWING REVISIONS / NOTES NO DATE DESCRIPTION Al 2/18/22 ADDENDA 1 �VA5 ti� °F xlt 25709 fit] !ISTER�4 11 /20/24 VLS STAMP TITLE ILLUMINATION Z!W_10 PERMIT # DRAWN MJS CHECKED JPKH ISSUE DATE 02.25.22 JOB NO. 220049 SHEET NO.: IL01 0- co 0 6i N O N N 0 0 N N O N O N U 0 L I1 W I- L c� U W W x 0 Q 0 0 I- I CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S REDLINED CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY MARK-UPS OF THE CONSTRUCTION DOCUMENTS. THE CONSULTANT REVIEWING THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON THESE RECORD DRAWINGS HAS NOT WITNESSED SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY ALL THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR OMISSIONS AS OF 10/29/2024, 10/29/2024. IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S l fi��aeIleaedew oaeaea Lrawa'azC AS -BUILT REDLINES. X X ILLUMINATION POLE SCHEDULE LUM. POLE ID MOUNT. ARM BASE SERVICE/ POLE STREET NAME STATION OFFSET LATITUDE LONGITUDE WATTAGE VOLTAGE FIXTURE MODEL NO. NUMBER HEIGHT LENGTH TYPE CIRCUIT L1 5549A34 JEFFERSON AVE. 83+36.1 17.2' RT N470 29' 58.10736" E2370 49' 17.14572" 14' N/A 34W-LED 240 CITY OF RENTON STD. PLAN 116.1 FIXED A L2 5550A34 JEFFERSON AVE. 84+10.5 17.0' RT N470 29' 57.39428" E2370 49' 16.85857" 14' N/A 34W-LED 240 CITY OF RENTON STD. PLAN 116.1 FIXED A L3 10TH ST. NE EX EX 35' 8' 120W-LED EX GE EVOLVE ERL2 16C340 N/A N/A 5551 C60 (STREET) 10TH ST. NE 22+02.7 27.5' LT N470 29' 57.07401" E2370 49' 15.86318" 35' / 16.5' 8' / 4' 60W / 20W-LED 240 CITY OF RENTON STD. PLAN 117.1A FIXED A / B L4 55521320 (PED) L5 10TH ST. NE EX EX 35' 8' 38W-LED EX GE EVOLVE ERL1_04C340 N/A N/A 5553C60 (STREET) 10TH ST. NE 20+82.1 31.0' LT N470 29' 57.29039" E2370 49' 15.24708" 35' / 16.5' 8' / 4' 60W / 20W-LED 240 CITY OF RENTON STD. PLAN 117.1A FIXED A / B L6 55541320 (PED) L7 10TH ST. NE EX EX 35' 8' 120W-LED EX GE EVOLVE ERL2 16C340 N/A N/A L8 5555C60 (STREET) INDEX AVE. E 50+62.5 22.5' RT N470 29' 58.34597" E2370 49' 13.90017" 35' / 16.5' 8' / 4' 60W / 20W-LED 240 CITY OF RENTON STD. PLAN 117.1A FIXED A / B 55561320 (PED) 5557C60 (STREET) N470 29' 59.42061" E2370 49' 14.74599" L9 INDEX AVE. E 51+87.9 22.5' RT 35' / 16.5' 8' / 4' 60W / 20W-LED 240 CITY OF RENTON STD. PLAN 117.1A FIXED A / B 55581320 (PED) 5559C60 (STREET) N470 30' 00.39327" E2370 49' 15.64551" L10 INDEX AVE. E 53+05.2 22.5' RT 35' / 16.5' 8' / 4' 60W / 20W-LED 240 CITY OF RENTON STD. PLAN 117.1A FIXED A / B 5560B20 (PED) P1 5561 B20 10TH ST. NE 21+47.7 27.5' LT N470 29' 57.29039" E2370 49' 15.24708" 16.5' 4' 20W-LED 240 CITY OF RENTON STD. PLAN 117.2 FIXED B P2 55621320 INDEX AVE. E 51+28.7 22.5' RT N470 29' 58.91786" E2370 49' 14.33115" 16.5' 4' 20W-LED 240 CITY OF RENTON STD. PLAN 117.2 FIXED B P3 55631320 INDEX AVE. E 52+46.7 22.5' RT N470 29' 59.86240" E2370 49' 15.13981" 16.5' 4' 20W-LED 240 CITY OF RENTON STD. PLAN 117.2 FIXED B LIGHT LEVEL ANALYSIS* Location Classification Target Values Calculated Values Average Maintained Illuminance Uniformity Ave. Maintained Illuminance Calculated Uniformity 10th St NE Collector 0.9 Fc 4:1 1.2 Fc 1.6:1 10th St NE Sidewalk 0.3 Fc 6:1 1.6 Fc 2.2:1 Index Ave E Commercial Access 0.6 Fc 6:1 0.8 Fc 2.1:1 Index Ave E Sidewalk 0.3 Fc 6:1 1.4 Fc 2.4:1 Jefferson Ave Residential 0.8 Fc 6:1 1.0 Fc 3.3:1 Jefferson Ave Sidewalk 0.3 Fc 6:1 0.7 Fc 2.2:1 10th St / Index Ave Collector 1.2 Fc 4:1 1.4 Fc 2.0:1 10th St / Jefferson Ave Collector 1.2 Fc 4:1 1.3 Fc 1.9:1 * City of Renton Standards GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2019 CITY OF RENTON STANDARDS AND SPECIFICATIONS. 2. THE LOCATION OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION START. 3. UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO ANY ILLUMINATION WORK. 4. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTORS SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO UTILITIES. 5. TRENCHING SHALL BE ALLOWED WHERE NEW PAVEMENT IS BEING INSTALLED. 6. ALL CONDUIT SHALL BE INSTALLED WITH MINIMUM 24" COVER. 7. CONTRACTOR TO VERIFY SOIL CONDITIONS PRIOR TO CONSTRUCTION. 8. ELECTRICAL SERVICE TO BE COORDINATED WITH PSE. 9. CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC CUTSHALL (425) 430-7423 FOR STREET LIGHTING INSPECTION PRIO TO ENERGIZING. SMR Architects 117 S. Main St., Suite 400 Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 RENTON, HODS I N G AUTHORITY RITY YEARS .o Transportation Solutions NN OVA T[VF. I PRAT iiCA I Ffj'.IliAklF 16932 Woodinville -Redmond Road, Suite A206 Woodinville, WA 98072 (425) 883-4134 1 www.tsinw.com Knowwhat's 10i10W. Call before you dig. SUNSET GARDENS 2900 NE 1OTH ST, RENTON, W/ 98056 CONSTRUCTION RECORD DRAWING REVISIONS / NOTES NO DATE DESCRIPTION Al 2/18/22 ADDENDA 1 o� WASH �L �• z z 25799 S �crSTER�4 �[ONAL E�` 11 /20/24 VLS STAMP TITLE ILLUMINATION Z!WAR 0 PERMIT # DRAWN MJS CHECKED JPKH ISSUE DATE 02.25.22 JOB NO. 220049 SHEET NO.: I L02 , z 0- 00 (N &i It 6� C) 1:T C\1 � (.0 C14 � 117- 1417111 M ,;I- C) C) N N C) N C) C14 �_ 4 0 .0 , 0 " n - 0 I--- " Q) a) CIO _r_ 0 a) _�� 2 0 -0 0- 0 " 0 - C/) �_ � IV Al 00oo", ja,**"W ot swe'aw'm - , , QE:N R I 1 ' LatL M, , -; , 7RA,X 061��=I,� FEAM9M AR5 10 IBE MAINTAINED ON V� , I I ' ' ' I I T . � , I HE', -SW 11 , j , LEWL C014 5, M UNCT105NI, BOXF ,1 F I�S I If G , ,ED ( F S, LU vilom .,; . � - , - � 7 . 't 1 , P`0 TR SO& P%E$ % P% It , - , , - , - - - - - 211. � DIM iftZIP101 1WRAS-M SNkL PIE Pii VIDEO �W Bt ON LM M,W - � I 10 011 M-1 I 11 51 Ckom - ILL F ', 10 I 0 - 3,i A L � EX M FRWO V _', 0� : PR, T CONSTRUOM M fEA �S WITHIN TW - 11 -11 4 " ' 'n � �'_ - ­ , , ]� �_N ,i%, , _ j _ IJW$ 9-� MMT QAWT VA STA�Z ,W�TION BOXES SRXQ� H,,A-,-.,Y _ $ uns­)� 4� ALL NEW TRNTIC SGOM 91ALL BE W�MCM VW TWER' COMM U NI CXWR:CONN ECTION IM W. F Y, 0F F FEJ RJR 5 FT OPTI:0'.�', Ki QRK. , . __% TRA , I$ _P%T I I - __ - - - - - ' D THEN REINSTALL I A LAW I XL MOSP"M AMM TW AM M 9E MM AN E D AT DAT MR= WWRWN W111 BE K-05WLED 10 MRRLNT STANDARUS I , 'S I mr .;, - ��; W MONA, Wil :� A W, ,, �j[ FMR,.,TW' SH P CONCRETE., 161, I41 F I I M - 'WI � , _T �A_ � 11 -1 , 1� XL WPM M& P= MAMAIM AM ,,I G MODIFIED SIGNAL POLE FOUNDATIM - S I DMU %fikLL INMW A 0%0�M PAD AMM !HE FUMDATION. PROPOSED OR EXISTING %KL BE W*%NM PW OF W FMDATO PAQ,�, FOUNDATION PAD SHALL BE AT LM Ill . ' 2 FUT UFSU FTW W S PW MUNDAT.101 AS SPACE ALLOWS. I I . - & *V 1K VAM SO& IS OPMAMC ZWLE DETECTION SHALL BE MAINTAINED 4D - , ' ENR " IM , I i CM ok" RM00M. " PMMAN T POM VIDEO DETECTION SHALL BE INnAL - ' ' " P * * M 0", Tlf Wtht PR=J TODESST -A E=' VEHICLE DETECflON. J - I - , ' TFM 11Q.11' 511 6SPY �w W [I RKA 0 ',',, R I I ,N , THER ELECTRICAL TRANSPORIA . _ 5TE1$5r ORO ! % , " : , " ­`�'1840T, "ll N's,"Pt"C'I'll BY," LW. Pir RENTON TRANSPORTATION OPERATIO I -y ' S1, : Aft,-,! 10 J � S, M A, ANM� M51 FROR TO ML ACCMTANCE. CONTRACTOR TO COORDINATL ON 'E - INS ,:TENANC MANAGER Fo,a-- ,OTqm _P TION VIM, W JR-Al-," QP - RA MM , " - OF 111 ' MAIXTE - R �TIVE- - ITR W Ith , 'PE JW ,,jPR - I 1,1M A -9 - 1 " to ii 110 "T ",11 � " P�, 0" AV MV r - ­0, W, . 1-1 -, ­. , - 1: T,��'. 3 4.�,-1114: 4104 -1 1; �,� -1111111. .. I . - , pki M , 0)40*U4AWV"*W B . � *I""A0ffl*"W __ STD. :PLAN' - 135 ill ­ . -­ ( i, . I 3 20V� ` : j AZ . I_'! I - t /13/ 7= - __ - 7 - -1 . . - I. �� - _� MOP I 0 -kit "I " "�" M�� - i 11 ii �__ �15 A. I *r : P .. - " il - 1. - - .1 10y,j* 11 I I . BOTTOM, PLME Offr-AM , . .. I'l __ _­ ­_ 1E, - i i; � i I I � " .1 I . � I A 'M - Or -1 V-7 - - " T 1 I 8� I, % k- J ­­ 1"01-Ax r I I 1� �_i=-M-L-V-AirMt ow_� ,- � � ­_ �"_;t_, 1 Wei= -A" - 0 , RAIM . - . 'PUFUC, AlIft I " 41 9" 1 040- "S gn4*1 - - - � K�W I - 1, - - PW 1 t � , , I , it � ' ' ,'I ­ �� 0" M 4A)WO)AAM" POW OWM, "_0 a nPaStUcha . r , I - � '' v T_ r i . I - - I - rl�'L L. . I . ____­_­­ UL ­ ­ I— E 813 ID9813449 . �,_ I I tr­_ - M, - - -­­­ ­­­- .., __ - - - I 1; - _ - 114 __ ", __ - CONSTRUCTION RECORD DRAWINGS MENTS HAVE BEEN I Michael Ruether (TH E i Dakota Simurdak (THE OR'S REDLINED - ORD) HEREBY CERTIFY - SURVEYOR OF RECORD) HEREBY CERTIFY MARK-UPS OF THE CONSTRUCTION THAT THF FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON DOCUMENTS. THE CONSULTANT REVIEWING SHOWN ON THESE RECORD DRAWINGS THESF RECORD DRAWINGS ACCURATELY WINGS HAS NOT WITNESSED ACCURATFILY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF ALL THE ELEMENTS OF CONSTRUCTION AND Is NOT RESPONSIBLE FOR ERRORS OR OMISSIONS AS OF 10/29/2024 10/29/2024, IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S /ff/� �ae, I teae, dott, j9a,eaea LraWal AS -BUILT REDLINES. 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I F - I ii.-- �? l , I FF �, ,�. ��, -. I , - - I - I ,-f­ 1 -�, ii'� 1 - - ­ I FAST -TOOL -FREE MAINTENANCE THAT rALLOWS 11 dkflll`f�' ��--�'O­;'� i , � ' - - I-- - � � I � - � "---­,,-, �­p I .1 --- t I . , 'I- - � � �, I I U.�,--A DEFECTIVE LED BY ,. --k I .� . - iQ ,k�-�,',��,7��, I �'Il , j " � J ,7-r -L �� � � . � ,: �� , � . 1-1 ,,, - �� F.l - f,�, �,,,,­ - .. - ,r I �, " , , I IF' -:"I I I � - , � --- �-� - �l , r,�- I ''I - I 111�. 7 -1� . , , - - - _� . " - . _�� �1, !-`,�,_ - ' 'i , � �� ...'' , , � -­1 � - - �, � b, � NDIVOUk �REP�A ,:� ��, �, � -, ,,, - - 1, _�_ - I 'r�' -, � '-7 PULLING OUT,"11#11��OFOPIER - � � , ,,, - I - ""', 11 ---I ,�� - � ,��- ­ _F_:j� - - ,.,_ NIT, �-'r,; -� - ­', � , 1 Ill - 'n - - - , ", _,­ - - - , ­l1­.­-..­�t-- " � L, I— - ,., � Ir 11 -, � . I [,. _,�_ , I � � � I, Z' ­ - __ 'll- - � �� --.,'-,... - �,­Ir � 11 , 1, ;'I � 4. 1 1 - � '4 , I, - - - � IF:, - � - - � III I z - ' 4i-, il- aTaff �w COWT: . 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ALL ELECTRICAL CON NECTI ON S, BETWEEN _ , NXINDAIMIXEITA, L " ­;� - ;�r - F­ .��.'L.,Et_'I�J�_)�­�:�f� 'I - , ... ,t, AYM� I - ­� _*�-6�k'---_,�"`-r,,�� t_:1r`­ il 11 " I - -_' -7 VARI NG/HARD WARE: TYPE TEW 14-7, 12" MINIMUI ,* - I _ _ NO I I I - - ­�?� ',' , , . � I jL ��_. � ,�, I - - i _' ' �' ` � - , . �j LF W'EXCEEbf & i , l� , , - ,�'F�n 1101-1 I �_ . - ` - I E-1 I --- -IF, AM U . � ,�i F_I�L��_ �­_ L, __ �n �,,� ,�, .1 -_ [- L,, I I I I W , 1I ill 7�- III . "j - 1 ,� , �. - I, ��r� �!111� � IF ., , , -11 WITH OUICK-DISCONNECT CONNECTORS. A ll- F, -, _11 - 21 A. I a _LFiio� F­ li� , ­�j I LL EXPOSED,� ARR AK t -_4:r*,," Z I � ir " , li� _ 'L "T2 . , _t . _ � � �, A, M­ � �_r,� . , _ __ - , _ , L_ � q,5! ­ - �f .� - - � - � �-,V` j ,_,�,� L - - - F� S , � , - _?�41, - " , , , , ) 5 I [ - L " , , '-I , STAINLESS STEEL. EPDM AND/OR LIGON GASK tTING` ARE 'LAPPOED411 - , I , __ i _, _�j'j",-l'. ,j,�, � �F­ � , � I. - IN- - � � )4T � A5 Rook � �` , i2r� , � _ - D, , ': 711_� I,- I 11 I L1'_ I'- �'[ �� - �,�j_LL:�IL�ll L 1 -7- . L , , '�-I"­ - __: `,�__ - , !:-,- - - , -, _,_ - . I - I r! ��'n, _1�1 I., -, I_ - � i I , I I L_,jl,- -,I - I .. -- I I - I � r -, L Ili - - I I W - k,l 1 � 1l _�� .� - ".�, L I I I - ' I t A 11 �;o---, , _rt - I �.J6� I I � ", -_ �. I - L � I I ­_,� r', I I , I I I , ,--I T l I I I I � I j- ` ' : ' - , 11� � _ - 7- .-I, L­ ,f[,--!;'- �,-Vd�_ , - , - I - - -__� - - � I - 61 i�ll I", 1�,-`. i � - . - � I I lff� '� F�fj : COLOR: RAL9005TX (,1ET BLACK) _-I _, i , -�- '' AA *-%- I � �, 1'5 - �_qqfivl $ft- to 11 �� 1 -4 ll� 1 -_ I .'� ­��'' ' I I F INISI TEXTURED. ,I-- I, ,,,,- - -- - 11' I' III � 11, ,\,l I " IF L�,", � - I - �,l - , , L ­,��_r- 1, - :F � I,- I 1" L , - 11� ! M , -�.-,, - --,-. 2. __ - � 5TIE . 'I i �i r ­­ - _ _L, _1 I =' - 'I I 11 I � � _­. 111 I __ :I-r LUI _�__CIIL6, . - L I 110,'83"10PT7W,0!ID�, :� . � - � I-- . .1 " r ( I,- _I �__ n I L Ill- I , "'' I - � � I I I I - 7� 1 I - - � , I l I , I - 'I - � I i r6l`� TOP 0,D,, i � 111�1_-� - - - ` � j j ,,- , )-I , _:� - I I I - - I __ C IrojiL - 'I '' I � MICRONS). THE FINISH MEETS THE ASTM I'G7, 9117 AND T6�4: - )'� I 'III , - I'L - , - I �� I � - - , . 1. . ... ? __ , _ - %% `, I Ij.. -,.-, �,,�j � L n_'��_" _ _ I , ii I I � `b " - ill" I � 1,(X '�, L -�'- - rq _ -4�,5� MILS� Ill� I I - -1 F APPILICATION OF A POLYESTER POWDER COAT OF"PAINT.' 712 19 � ee- sammm, I'll , ! li7� �,F1' 'Il'-: Ill 5 . - __FF I I -ril- I 'L i, I ,� I ,_-,:,il 1�1, 0 - l"I'DIIIIIIIIIIIIIIIIIIIS- I - _1 - I �� � ,,rj,,, , ­t; I F F I 11 1 L'I 1:2 � I 11, � 'al �], __ - - - 1 -4, p - , l REQUIREMENTS RELATIVE TO SALT SPRAY AND HUDMIDITY,RESISTANCE,� ''I 14 ZZ�.' L� I, I I - - - � -1 F - I �- IF I li,ll; _�, 11 .F � - L - I ... . 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SUNSET 2900 N E 1 OTH ST, RENTON, W/ 98056 RECORD DRAWING REVISIONS / NOTES N 0 DATE DESCRIPTION 2/18/22 ADDENDA1 - �, - , ls� (3 WAS I ci , . ,F,T - . - > U) . .4 !Z /,?'. 0 ,�, 25799 �;6 " T I 11/20/24 VILS STAMP ILLUMINATION NOTES & DETAILS PERMIT # DRAWN mis JPKH - ISSUE DATE 02.25.22 JOB NO. 220049 SHEET NO.: 1 L03 O CD 0 n Cn U) 0 0- 0 C/) I-_ gq� ,4.,* 0 'Wig Wi TnnTnT_-RV MOIr—`Wum L' WMAT Lffl, am�ws*"; FOUNDATION IDFtAILil y AAV�1111� )DO-VOUr AT99,Cr V P LUMU"' I RE, 00' d L % a Ew J �ij V41 N J'7 p 17 % A W PF UAW#911 Mf J RN A W _007­ _E FI0, R-PLE-L L ME W VA 1 W-f-11 MYR X 4?� �Ww FL" '-M- _Z P� AVE LUMINAIRE CONCRETE PAD DETAI� BEER L MMW MCI F FV MU RE M A MM %nW_3E_ of- "Iff W-W am F0 COW RE PH W RM �n 1 TOO QF umm FMKM EL5ffilm �m 9 L04"10, UTSU. WER, W_ M_ 002't 't WX fEW-1-1 f F15)(kW.R, k omw ME RM Affim RM Tff f" FM S "ON FIN, 0-161 Tl I Afol % am-, ZA AACTION 8MM QM A bill-- D F _8 U a a x -0 ONO, W a, F41W CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE i Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S REDLINED — CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY MARK-UPS OF THE CONSTRUCTION DOCUMENTS. THE CONSULTANT REVIEWING THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON THESE RECORD DRAWINGS HAS NOT WITNESSED SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY ALL THE ELEMENTS OF CONSTRUCTION AND Is ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR OMISSIONS AS OF 10/29/2024 10/29/2024, IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S lffi� �ae, I A& dot- i9al Lrawal AS -BUILT REDLINES. x x A -401384C51J•4,91EO-EME519671ED2 4,Apvelope ID: AOA08484 _4 POLE 1134 j a — IBM POM AIRE ARM LENGTH) 3 5o P LIMNA1 RE ARM LENGTH) 16R 22 0 .9 MINAIRtM5—A-ISULUMIMIF _'LAN 117 1;117.1A ROADWAY SCALE LLIM14AIRE ARM LENGTH SHALL BE V1 17.1A PEDESTRIAN SCALE LUMINAIRE ARM LENGTH SHALL BE 4'1,0%1 10, Wff M STO'PLAN 117.2 LUMINAIRE ARIA LENGTH SHALL 4'OR LESS FOR ARTERIAL LOCATIONS 11, TRAFFIC SIGNAL POLE LUMINAIRE ARM LENGTH SHALL BE 12'OR LESS Fq, kA NQ,BMqKET. CABLE SH -ALL BE,IQAWGVVITH O.D. LESS. THAN:0.51NCH�Es _ LUMINAIRE AND M'D TINO C WORKS BRACKET MTN'L— E'PA D ARTMENT �Vjr I if -Iargij is SEE TYPlii UIll UND SYSTEM. MY0, GRO ial NT D. PLAN 119, A E ON STD -1 :JUNCTION BOX ANDWIRING3; IN S CONFIGURATION' -RECEPTACLE AIRING PER PLANS� now � A 'A 1�4 Ot "4A z Q, L 4Q CONDUITIANCHOR BOLT DETAIL FOR SHAFT FOUNDATION. IRRIGATION SCH 80 REDUCEk0L =T MICROTUBICONCRETE PAD l OR SIDEWALK PER STD PLAN 120 PER STRUCTL DESIGN APPROVAL FROM CITY OF RENTO01 PUBLIC WORK SITRA SHALL BE REQUIRED TO USE THIS FOUNDATION TYPE CONDUITIANCHOR BOLT DETAIL FOR SPREAD FOUNDATION PRIPMICROTUBING DECORATIVE ALUMINUM PLANT SUPPORT ARMS _'vViTH , _17 I . 1 SET SCREWS (MAX' 60LB LOAD) ANPI FINIAL (TYF),­__1lu J WtT FIT7 SBPPLv POLE: EK111BLE D'u", T ,0,LbwEiRBASKET$ �WA,00;D SY-OT-HERSLL DOWNTOWN DECORATIVE FLOWER BASKftf _§HAFT +4 BASE PLATE DETAIL 117-3 ARTERIAL 00 V ME ST' V-0 DECORATIVLE FLUDESTL111111AN 'ft Mar Cip P;a$ 'ki I LUMINAIRIK, P DETAILS N PLATE 061-T6 ALLOY) ANCHOR BOLTS PER STO PLAN 117,2 4fl IA* DIA r I W.,,l p V 'T* AN_1110-� 1-1CF-9 lid A =01 WE ALL FM KIN W 3, W III N4 fe-FER, TOWS IWIL01", W 'A MUSE KX 191" E LD STAMM WMI "U' ff 13- A a UY P OR 3. mucTijklicomf l"I'll "Imil-Imi - mil 1 JHS DEW KIM W RM LMKM RUMM MW SYSTEM.- ADDITIONAL ELECTRICAL EQUIPMEO M" 1."WFOR"EIN. CARRYINGCONDUCTORS 1 90 I THftE OF E CURRENT CARRYIN-,�B-, I V WEfAMEW11 TO THE GROUND LUG INSIDE THE ME L, BOW 000 -V 14 N k IN SMALL RAIN ACCESSIBLE FOR INSPECTION AND k I TIC RME WN"MM $M i" PRffiMW PM It ATTACHMENT OF A GROUND WIRE, A GREEN J=)= WK %' TW M = %ALtc M FM TR F=�RE TO THE GROUND LUG INSIDE THE POLE MOM& F 7W FRM MMWKR [W A MW EN A #8 GREEN INSULATED WIRE SHALL BE, RD V TW, 11k F NE fU UNM UM Irt`17V � RILT-N-ri STULPT"T X 'V KS l P DE I Ill astudha ill T 8q8131F0.968449DL: R .1-11 001110 T_ WN WN it SMR Architects 117 S. Main St., Suite 400 Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 RENTON HOUSINGN AUTHORITY YEARS Mto Transportation Solutions INNOVATIVE I PRACTICAL I EQUITABLE 16932 Woodinville -Redmond Road, Suite A206 Woodinville, WA 98072 (425)883-4134 www.tsinw.com Know whays below. Call before you dig. SUNSET GARDENS 2900 NE 1 OTH ST, CONSTRUCTION RECORD DRAWING REVISIONS NOTES NO DATE DESCRIPTION Al 2/18/22 ADDENDA WAS LLB -Z !Z 25799 �'�'�S�C1QT 10 11/20/24 VLS STAMP ILLUMINATION NOTES & DETAILS PERMIT # DRAWN mis CHECKED JPKH ISSUE DATE 02.25.22 JOB NO. 220049 SHEET NO.: 1 L04 Q 0 0 u7 N 0 N Q0 N 0 0 N N O N 0 N U 0 I- n U) L cts U U) a� x 0 Q 0 0 I INSTALL DECAL NI M9EIMS VERTICALLY. INSTALL IN DRY WEATHER, 50° F OR A4OVE 1 NLWERryG 2 EXA.I TLES 4 C - - - LED TYPE 5 �. I I WATTAGE- CUR_8 FOR a,TD PEAI!I IJ , i�!Ml_ W ' w - 11 l DECAL: '° REFLECTOR17-ED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND �h - ,S, _-R' E T- L ��,� 1=-l�'T,..S TA N O� �I F `'�D� STD. PLAN � 121 ` GT 7 r o F�LBT_C40RK5 C fCAL,; NUM0 AG SYSTEM A PROS, , boctaTign taVd opo [b5D308A1 A-204D--A8E8-BB23-8A2834BB565E, _ E>V!.' AI CABINET FOUNDATION DETAILS CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S REDLINED SURVEYOR OF RECORD) HEREBY CERTIFY CONTRACTOR OF RECORD) HEREBY CERTIFY MARK-UPS OF THE CONSTRUCTION THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON DOCUMENTS. THE CONSULTANT REVIEWING SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY THESE RECORD DRAWINGS HAS NOT WITNESSED ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF ALL THE ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS AS OF 10/29/2024, 10/29/2024, IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S l f,�tkew i9aeata ��sruwc�a�C AS -BUILT REDLINES. X X DocuSign Envelope ID F09FD439-BD22-4654-ABD3-E560AA1 F5959`' 71 r oUU c 'C7 IM : t- ILI IN Z X NA Z t riF, 0 —� OCL raw LIJ a _— Q 0� w` WC� 0TZUj UjWi©Lij I - -? Zz�¢7) oo1- Z' F- �vivm' vw=¢o oQa Q w�U-1 I- z � elf wi m r; o�ay UJI (nUj W, Uj � o LLL7 -LU1 0 zCo w� z LL rY U_ U {,HQ iuli= V M. O LL�jQ z ©(OQ mz — j �, 111 �� Wrx � LIJ r/ w _LB>wZ z'I L Uj¢ z J L s J� -1. I U�� W e 6 w f Q ¢ - C2 r.w Z J j ¢ a wm l� a< T .. PLAN — 12 2.1 hYaprem VaStUCh/;j8/2021 4: k ,., ;T_ 31 DocuSign Envelope ID- F09FD439'BD22-4654-ABD3-E560AAlF5959' �uivirc»s.� I SCIIII DU11E \11.T1":RHASE: 00 A\11'. 4 JAW. MIANUAL BYPAS' , B-LINT U26 WCAT 9:90 POSITION 2 - _ (PHASE} WII,1 'C '19K4 - 200 P', 2 P I:�,' -_ PPFR S, AMP T:RI MAIN BRAEA�I�ER 420(IAIVIP k IRAME; . CrC) ��, 1 QL' '�EATON `ED220�= . u I - BOLT ONI BRANCH BREAKERS;,, EATONTYPE BAB 1 24L LIL.LUMINATION-,A 1. =M ORS AULTRECEPTA B � -9011 SIGNAL'�IF;PRESENT) � '40/1AUXI�LIARY SIGNAL"(IFS PRESENT} F` -60/2 SMALL'CELL BRANCH L `15/1,C:ONTROL. 3° =,20/1 SPARE( 3- T4R=NENf.A' IGHTING„RATEI3�3U AMI' 4 1'OLE� I12U VA1qOIL-, - I �Qr]©�ITA�, P10UP'IREOUIRED _ _ w 126VAC, TWIST LOCK',_ ALR#SST-TES UL O1VYTINSIDE CABINETI3E-I IINDLVI IREt,LA55 WINDOW .r Pe OTOX-ELI✓ BYPASS SWITCH -- -- SPDT; � LAMPI_IRATED,(UPI 1127t7 MIN AE FEI 3iT UGH TERAL B>;C)CK � I lGR3t]1TIl FAULTEPTACLE: 20 AMPS �25'V;�DUPIE', C;ABINCT: C O'\STRUC_ I ION: N1 11 1 1) 1 _BIZ. Ul_ I D001Z I : DMOEJNT 1 `� y052-H32 A « CONSTRUCT O . ' ' ' - ' ALUMINUM CONSTRUC OI'LN BOTTOM �F1Z1\11:U 11'fl l{ �",1\(;LI . � SC I2L1.\I:I) :1ND G,1,SKETCD VENTS; REMOVABL''E 1✓C1U[P1vIENT MOUNTIN(I 1N C 1BIN1 {ROUN� �I Il \Iti N BONDINCWIRE-TO NEUTRAL HLA1'Y-[[ I�YCONCCALE�D I[INCE{L11 T OFITYPE), STAIN VAULT HAND LES 1ITI, ROLLER RODS TIIAT PROVIDE 3=sOINT C'OMPRESSION ON CLOSED CELL NEI PREXIEUASKET� __DE _ G1 1T1 I-POLISI IED SAFETY GLASS- - l ,BEST" LOC'K`ON LOWER,DISTRIBU,T IOU DOOR , WITII CARD IIOLDER,' �PADLOc KAB AND -SECURED D WIT([1ARR WINDOWti QEADFIt HINGED AND- TLR fiURN FASTENER Ir FINISH'-- MItLI FINISH ALUMINUM A" -REQUIRE UK LISTED PER STANDARD #508A i`SUITABLE'FOR.USE AS SERVICE ENTRANCE''` NOTE: - SICNAL BP'EAKER(S) SHALL BE ADMA '(W 'I :_, U ►ERVICE CABINET NOTES T PLAN - 122.2 T — PUBLIC WORKS DEPARTMENT S/202 4: z Mar in— aStU_Chd I �NTo d in 7r. CONC. PAD R/W LINE SIDEWALK (CURB ( ROADWAY . f i �2 og OVERHANG " CURB 3�-6" SIDEWALK ,H. PACE, OF Cu TCD R/W LINT: OF PTOLE �SL` R W 10' MIN. ROAI3WAY CLEARANCE FROM DRIVEWAY ALTERNATE PLAN VIEW i SIDE �'' 0 00. -a. PLANTER STRIP s'; STREET LIGHT CONDUIT TRENCH DEPTH 24" TYPICAL STREET LIGHT FOUNDATION LOCATION H 25' 30' M. 41T SL :18'-3" 23'-3" 1 28'_ - T 0.188 . 0.188 0.219 1 0.219 2' TO 4' ,,,--TAPERED ALUM. POLE 'T' WALL OVERHANG 1'- ALLOY 6063-TS SATIN GROUND FINISH rHANDHOLE V 4" OPENING W/COVER & S.S. SCREWS GROUND L'UG INSIDE POLE INSIDE POLE STREET UGHT CONDUIT TRENCH DEPTH 24' ALTERNATE STREET CROSS SECTION Y PUBLIC WORKS ♦ * DEPARTMENT LIGHT BASE AND JUNCTION BOX LOCATION ow SMR Architects 117 S. Main St., Suite 400 Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 RENTON HOUS I N Go YEARS r� Transportation Solutions INNOVATIVE I PRACTICAL I EQI11TABLE 16932 Woodinville -Redmond Road, Suite A206 Woodinville, WA 98072 (425) 883-4134 1 www.tsinw.com Know what's below. Call before you dig. SUNSET GARDENS 2900 NE 1OTH ST, RENTON, W/ 98056 CONSTRUCTION RECORD DRAWING REVISIONS / NOTES NO DATE DESCRIPTION Al 2/18/22 ADDENDA 1 O� oY WA L� z z 1 25799 �"Y TER�� �s`SI�NAL EEC' 11 /20/24 VLS STAMP ILLUMINATION NOTES & DETAILS PERMIT # DRAWN MJS CHECKED JPKH ISSUE DATE 02.25.22 JOB NO. 220049 SHEET NO.: L05 0- 00 0 LO N O N Q0 N 0 0 N N O N O N U 0 L D_ i L a) co U U) a� x 0 0- 0 C/) I— IM LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) 318" (IN) STEEL COVER PLATE - 3/8" (IN) STEEL 3/16" SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE (TYP.) - 3/16 L 3116 V 1 1/2 4 LID SUPPORT - p' 4 A - L SHAPE SHOWN 3/16 a .: (SEE NOTE 3) ', 4 a HEX COUPLING NUT WWF - WELDED 4 `LID BOLT DOWN TO LIP PLATE ATTACHMENT TAB - 4 SEE DETAIL WELDED WIRE f3a�W�1gr� ;�'nvetop_e Iv: 5;d3Ek8A'LA �Gi4n-48�=�623��A2$3'4S$�6`5t�'. I r : : Jp� I��(yy3r 4 'S A U&N RK MW N MNWK 9W mom CV 21. ,IS I'F&Mll ' l arm eawm Ili W mwgua C 4ma aw W 411 AM : 41. IWM2 TW tA 7— - . r: T / Ulm TO ,nw 56W"n= �'yyyy�� -- 1r"R!eF 4, i tiAk i� T ,ram ii PET `: " �� . • .I Pilll- 1/2 -13 x 1 112 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER 1 3/8" (IN) DIAM. HOLEcc 0 BOLT PLATE CHANNEL - O U_ SEE DETAIL U a3 J (TYP.) 3116 2" (IN) x 1/4" (IN) - 3 GAGE - STEELSPACER 0 P') 3116 - 1 518' (IN) SLOTTED S. S. CHANNEL WITH S. S. CHANNEL NUT AND SPRING HOOP (TYP.) DETAIL F W2 9 6 GAGE) LID SUPPORT - L SHAPE SHOWN 3/8" (IN) STEEL (SEE NOTE 3) COVER PLATE J 318" (IN) STEEL x COVER LIP PLATE I 3116 1 1 (TYP.) 1/8 LID HOOK -1" (IN) x 1" (IN) x 3116" (IN) ANGLE 3116 1 1/2 LID SUPPORT L SHAPE SHOWN WWF - TIED IN 2 PLACES (SEE NOTE 3) TO EACH HEADED ANCHOR SHEAR STUD WWF 04-W2.9xW2.9 (TYP.) _ O (6 GAGE) (SEE NOTE 10) (SEE NOTE 10) SECTION G (` /J `" " ALTERNATIVE 1 SHOWN PERSPECTIVE VIEW LID SUPPORT - __ -1/4" LID LIFTING NOTCH L SHAPE SHOWN (SEE NOTE 3) 3/16"I'- ' 3/16 3/8" (IN) STEEL y L, 112 - 13 x 1 1/2 S. S. PENTA COVER LIP PLATE teBOLT AND " (IN) S. S. FLAT WASHER 316 1 112 J WWF -TIED IN 2 PLACES TO HEADED - _4 ANCHOR SHEAR STUD 4 WWF 4x4-W2.9xW2.9 BOLT PLATE CHANNEL - SEE DETAIL (SEE NOTE 6) 3/8 (IN) x 3 (IN) HEADED ANCHOR SHEAR STUD - WELDED TO LIP PLATE 1/2 -13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER 1 318" (IN) DIAM. HOLE LID LIFTING NOTCH -1/4" (IN) x 3/4" (IN) BOLT PLATE CHANNEL - 3/8" (IN) STEEL COVER PLATE SEE DETAIL F SHOWN CUT AWAY FOR CLARITY (TYP3/16 (TYP.) (6 GAGE) 4 BOLT DOWN (SEE NOTE 10) ATTACHMENT TAB - 3/8" IN" HEX COUPLING NUT SEE DETAIL ( ) x 3(IN) ) S. S. 5/16-NC x 718" (IN) WITH HEADED ANCHOR S. S. 5/16-1 x 3/4' (IN) BOLT & THREE SHEAR STUD - EACH S. S. 5116- (IN) FLAT WASHERS WELDED TO LIP PLATE LID BOLT DOWN SUPPORT ANGLE - 1 1/2" (IN) x 3" (IN) x 1/4" (IN) ANGLE DETAIL a ALTERNATIVE 2 SHOWN 1/2 -13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER 1/8"113/8" (IN) STEEL 3/16" 1 VERTICAL SLOT COVER LIP PLATE 1 118. (IN) #' 2" (IN) VERTICAL SLOT (TYP.) 3/16 (TYR) 3/16 3/16 1 1/2 1/8" (IN) x 3/4" (IN) 4 STEEL ANGLE - 4 n� n — WWF - TIED IN 2 = 4 PLACES TO HEADED 4 3/16 1/8" (IN) x 3/4" (IN) ANCHOR SHEAR STUD ANGLE (TYP.) ' � 4 1/4" (IN) STEEL PLATE WWF 04-W2.9xW2.9 4` , 0 1/4" (IN) S. S. PLATE (TYP.) (6 GAGE) LID SUPPORT - L SHAPE SHOWN (SEE NOTE 10) (SEE NOTE 3) " 3/16 V 1 1/2 LID SUPPORT - L SHAPE SHOWN (SEE NOTE 3) a EXPOSE LID BOLT DOWN SUPPORT ANGLE TO ATTACH .. a ALTERNATIVE 2 LID BOLT DOWN 3 ?12" ANGLE ATTACHMENT TAB LID BOLT DOWN SUPPORT ANGLE - 2" (IN) x 2" (IN) x 1/4" (IN) ANGLE srs�_�j �5:�ti•1. '. F..?a%i}`•+'rtY�'}. :{§ `yk'} ];C'.�yi'�Y'��., '; 1- 2 � r3 IIII, tia.• .p`k"x� .4. `ice • MIAKACT= —7/0" 4_ 7/8" LOAD FUSE CUTTING FUSE KIT rnrtivv rrE i INLINE SPLICE rnr-,<v�v rtE i VV T t Z)r-L1i LINE , IA" SPLICE KIT FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF I i9TON SRAMMIW PLANS L9T DATE: 04/04 r . IE ..r...,..,,.. .... ......,... r7WC: 11i.i 1qP PAr,F• .1i 3 1/4" LID LIFTING NOTCH 2" 2 1/2' 3/1B" 2" (IN) x 1/4" (IN} - 3 GAGE STEEL SPACER 1/2 - 13 x 1 1/2 S. S. PENTA HEAD ` BOLT AND 1/2" (IN) S. S. FLAT WASHER i N 5/8" (IN) x BOLT PLATE CHANNEL - 1" (IN) SEE DETAIL HORIZONTAL SLOT a ------------ SLOTTED STEEL CHANNEL - 4 3 (SEE NOTE 6) x HORIZONTAL ISLOT oo oo •4 3/16 3/16 4 4 HEX COUPLING NUT 1 S. S. 5/16-NC x 7/8" (IN) WITH S. S. 5/16-NC x 3/4" (IN) BOLT LID BOLT DOWN ATTACHMENT & (3 EACH) S. S. 5/16" (IN) TAB - SEE DETAIL FLAT WASHERS DETAIL OE ALTERNATIVE 1 ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB (SEE NOTE 12) 2" 9/16" (IN) 2' DIAM. 2" 1,. HOLE 1 11/2' " � 5/8" (IN) x - - i - - - 1" (IN) i 7/16" (IN) x " I VERTICAL 3/4" (IN) i SLOT -+ - I SLOT ....... 9/16" (IN) DIAM. HOLE 1/2" (IN) S. S. HEX NUT 2" x 1/4"" ( (IN)) A ANGGLL E �,+ 7116" (IN) x 314" (IN) SLOT BOLT PLATE CHANNEL 10 (IN) S. S. HEX NUT DETAIL OF o ALTERNATIVE 2 SHOWN 1/8 (TYP.) JosE,�� PERSPECTIVE VIEW ® p1r WA � ALTERNATIVE 2 � ��' LID BOLT DOWN ATTACHMENT TAB `�� 1/2 -13 x 1 1/2 S. S. PENTA HEAD BOLT (SEE NOTE 12) w'C AND 1/2" (IN) S. S. FLAT WASHER -10 39820 3/8" (IN) STEEL COVER 1/8" (IN) x 3/4" (IN) ��F S TO$O PLATE -SHOWN CUT STEEL ANGLE 1/4" (IN) STEEL PLATE ,S J, �G AWAY FOR CLARITY c�5 I ANAL 1/4" IN STEEL --------------- - ( ) Bailey,Ted 3/1fi 1112 ----' - - - PLATE 06w�, Apr2520169:33AM -' LID SUPPORT - 4" 3 3/4" 1/8 LOGKIIVG LID STANDARD m L SHAPE SHOWN " " - DUTY JUNCTION BOX (SEE NOTE 3) ? TYPES 1 & 2 ' STANDARD PLAN J-40.10-04 ° 3/4" (IN) 1/8 SHEET 2 OF 2 SHEETS 1/8' (IN) x 314" (IN) STEEL RADIUS APPROVED FOR PUBLICATION ANGLE •- RIGHT ANGLE 1/2" (IN) S. S. 1/8" (IN) x 3/4" (IN) STEEL Carpemer, Jeff 3/8 (IN) x 3 (IN) HEX NUT ANGLE -• MIRROR IMAGE � &,T. Apr 2820163:12 PM SHOWN, MIRROR IMAGE a , HEADED ANCHOR FOR LEFT ANGLE SHEAR STUD - DETAIL DETAIL F FOR LEFT ANGLE ALTERNATIVE 3 STATE DESIGN ENGINEER WELDED TO ALTERNATIVE 3 SHOWN LID BOLT DOWN ATTACHMENT TAB T Washington State Department of Transportation LIP PLATE ALTERNATIVE 3 SHOWN PERSPECTIVE VIEW (SEE NOTE 12) -„ CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S REDLINED CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY MARK-UPS OF THE CONSTRUCTION DOCUMENTS. THE CONSULTANT REVIEWING THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON THESE RECORD DRAWINGS HAS NOT WITNESSED SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY ALL THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR OMISSIONS AS OF 10/29/2024• 10/29/2024, IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S /l/f/��ae,Ileae,dot- Oaeaea Lrawa'alC AS -BUILT REDLINES. X X TAPER DIVIDER ENDS TO MATCH INSIDE - TAPER OF BOX BOX INTERIOR LENGTH -1/16" o " " 0 5/16 (IN} x 1 (IN} S. S. (IYP .} 7) 1/4 L, COUPLING NUT 5116" (IN) x 1 1/2" (IN) S. S. SET SCREW (TYP.) v (TYP.) 10 GAGE J GALVANIZED m DIVIDER PLATE STEEL SIDE VIEW ELEVATION VIEW (FOR TYPE 2 JUNCTION BOX ONLY) c A LID SUPPORT (TYP.) - J C (SEE NOTE 3) NOTES 1. All box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared -use s shall have a slip -resistant coating on the lid and lip cover and shall be installed with path sha p g p plate, the surface flush with and matched to the grade of the sidewalk, walkway, or shared use path. The non -slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and shall be placed prior to hot -dip galvanizing. 3. Lid support members shall be 3/16" (in) minimum thick steel C, L, or T shape, welded to the frame. 4. A 114-20 NC x 3/4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include (2) stainless steel nuts and (2) stainless steel flat washers. 5. Bolts and nuts shall be liberally coated with anti -seize compound. - - E 3/16" (IYP.) 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper. GROUND STUD DIAMOND PATTERN 3/8" (IN) STEEL COVER SEE NOTE I P.) SEE NOTE 2 LIP PLATE"P.)7. The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See ( ) 3h6 1 1/2 I ( ) Cover Markin detail. Grind off diamond pattern before forming letters. For System Identification details _ 9 P 9 Y COUPLING NUT-' FOR ALTERNATIVE 2 •- SEE SHEET 2 LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) <A — HEADED ANCHOR SHEAR STUD - 3/8" (IN) x 3" (IN)10 COUNT STUDS EVENLY SPACED AROUND FRAME (PLACE TO SIDE OF LID BOLT DOWN SUPPORT A- NGLE WHEN USING LOCK- ING DETAIL ALTERN VE JUNCTION BOX DIMENSION TABLE be ITEM BOX TYPE TYPE 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 22" 33" B OUTSIDE WIDTH OF JUNCTION BOX 17" 22 1/2" C INSIDE LENGTH OF JUNCTION BOX 18" -19" 28" - 29" D INSIDE WIDTH OF JUNCTION BOX 13" -14' 17" -18" E LID LENGTH 17 5/8" 28 5/8" F LID WIDTH 12 5/8" 18 1/8" CAPACITY - CONDUIT DIAMETER 6 12" LID SUPPORT (T1f1i see Standard Specification 9-29.2(4). WELDED WIRE 8. When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with FABRIC (TYP.) fNP•) 118 fasteners, in each Type 2 Junction Box where specified. 9. When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified. 10. See the Standard Specifications for alternative reinforcement and class of concrete. 11. Headed Anchor Shear Studs must be welded to the Steel Cover Li Plate and wire tied in two laces to � a m - P P L,, the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear Studs to the horizontal Welded Wire Fabric. 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of assembly mbl will varYa among manufacturers. See approved manufacturers' tur rs' shop drawings for specifics. -tcs. ~ 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and L HEADED ANCHOR Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved 2) (SEE NOTE 11) - SHEAR STUD (IYP.) 111 shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved 1 318' (IN) DIAM. HOLE WITH _ B D (SEE NOTE 11) MIN shoulders shall be Heavy -Duty. 1/2 - 13 x 1 1/2 STAINLESS WELDED WIRE HOOP (IYP.) STEEL PENTA HEAD BOLT 1 114" GAP (iYP.) 4" WWF WIRE TIED TO 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) FOR HOOK RELEASE (SEE NOTE 10) HEADED ANCHOR max. for final grade of new construction only.See Standard Specification 8-20.3 5 . Where adjustments BOLT PLATE - SEE DETAIL _ SHEAR STUD (TYP.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the LOCKING LID STANDARD SECTION V limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6). gyp) 3/16 3/4 DUTY JUNCTION BOX �---' 3116 314 (CONDUITS NOT SHOWN) PERSPECTIVE VIEW GROUND STUD SEE NOTE 4 TOP OF SOIL A 3/8" (IN) STEEL B - � 3®SEA� SURFACE OR - COVER LIP PLATE O Equipment Grounding COUPLING NUT FOR ALTERNATIVE 2 -• ®� of wAsy� FINISHED GROUNDING STUD 1 1/2" MIN Conductor SEE DETAIL "E" ALTERNATIVE 2 1 GRADE (SEE NOTE 4} TOP OF PAVED ®� �.�� 1 1/2 MIN. ' E 30' (IN) STEEL 3/16" SURFACE © Copper Solderless 3/8" (IN) STEEL F LID SUPPORT (TYP.) COVER PLATE TOP OF BASE Crimp Connector COVER LIP PLATE 311 L SHAPE SHOWN � �- LID HOOK - COURSE (SEE NOTE 3) < Equipment Bonding -� r Jumper See Note 6 / " I ) x 3" (IN) HEADED ANCHOR w " a P ( ) ) [9f32� I " SHEAR STUD (TYP. �,p �P� F, . 1 R 4� See Contract for conduit ------ -- -- --- WELDED WIRE ST size and number FABRIC (TYP.) ZONAL W o •.. - (WWF) 4x4-W2.9xW2.9 - -� F�=_-- ---- -�- I -� -- r _ --_—� — -- —-----1-------- —--'J L----- L LID I HOOK B - _ SEE ---- / -NOTE 7 C —--------L 1_______I_____ r____ J w 1" XtWi� _ MIN m0 3" r .2 w0 w - 3 (SEE NOTE 6) MAX • . MIN, m W w y CRUSHED SURFACING (BASE m COURSE OR TOP COURSE) - PER +, z O " W ;,%,' STANDARD SPECIFICATION 9-03.9(3) a,a, Q 0 PVC ® GRS CONDUIT , 1 CONDUIT 1 - ------------ SECTION O ' (6 GAGE) (SEE NOTE 10) valley, Ted Apr 25 2016 9:32 AM WELDED WIRE HOOP M' �., 3 (TYP.) W2.9 (6 GAGE) LOGKING LID STANDARD MIN.'�, r (SEE NOTE 10) DUTY JUNCTION BOX ° TYPES 1 & 2 STANDARD PLAN J-40.10-04 o SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION i.i�L' P Apr 28 20 Jeff f/�'\\ Z C2, Apr 2R 201G 3:12 PM SECTION 1 G / STATE DESIGN ENGINEER Washington State Department of Transportation (CONDUITS NOT SHOWN) -„ SMR Architects 117 S. Main St., Suite 400 Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 RENTON HOUSI NG AUTHO'tl:,RITY �1 -� Transportation Solutions :NN ❑NATIVE I PRACTICAL I EQUITABLE 16932 Woodinville -Redmond Road, Suite A206 Woodinville, WA 98072 (425) 883-4134 1 www.tsinw.com I Know what's bekw Call before you dig. SUNSET GARDENS 2900 NE 1OTH ST, RENTON, W/ 98056 CONSTRUCTION RECORD DRAWING REVISIONS / NOTES NO DATE DESCRIPTION Al 2/18/22 ADDENDAII O� a� WA l� >U) zz 25799 �Y �";6 ��CISTER�� c1 �SSIONAL ENC� 11 /20/24 VLS STAMP ILLUMINATION NOTES & DETAILS PERMIT # DRAWN CHECKED ISSUE DATE JPKH 02.25.22 JOB NO. 220049 SHEET NO.: L06