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HomeMy WebLinkAboutzT-4179SetO Q O v I 4196 LINCOLN A VE NE RENTON, WA 98056 ROAD 8r STORM CONSTRUCT/ON PLANS CONSTRUCT/ON RECORD DRA WINGS INERT/CAL DATUM NA VD 88, GNSS DER/QED BASIS OF BEARING N8846'55"W BETWEEN THE TWO FOUND MONUMENTS /N THE CENTERLINE OF SE 80TH ST CITY OF RENTON MONUMENTS 18.34 - 112" BRASS PLUG /N CONCRETE IN CASE. N.• 196744.737 E.• 1303750.619 189J - 4" BRASS CAP /N CONCRETE /N CASE. N• 1967689.J07 E.• IJ0636J260 REFERENCES SEE SHEET C1.10 LEGAL DESCRIPTION SEE SHEET Ct10 EXCEPTIONS CONTAINED IN A TITLE SEE SHEET C1.10 NOTES SEE SHEET Ct10 SITE STA TISTICS PARCEL NO.- 3345700015, 3345700016, 3345700017, 3345700018, 3345700020 SITE ADDRESS. 4196 L/NCOLN A I/E NE RENTON, WA 98056 SETBACKS.• REAR = 20' M/N (5' PROPOSED FRONT = 20' MIN (4' PROPOSED) SECONDARY FRONT = 15' M/N (10' PROPOSED) S/DE = 5' MIN (5' PROPOSED) PROPOSED USE- SINGLE FAY/L Y GROSS SITE AREA: 438,101 S.F. (10.06 AC) NET AREA: 344, 903 S. F. (7.92 AC) PROPOSED DENSITY 6.9 D.U./ACRE (USEABLE SITE AREA) EX/STING ZONING- R-8 PUBLIC ROW 74,725 S.F. PROPOSED UNITS- 55 REC SPACE REOU/RED.• 43, 821 S. F. REC SPACE PROVIDED- 46,137 S.F. IMPERVIOUS SURFACE. f 169, 500 S.F. (SITE f ROW) SCHOOL DISTRICT RENTON SCHOOL DISTRICT PARKING SPA CES.• 2 PER LOT STRIPPING VOLUME- f23, 054 C. Y. (PROVIDED FOR PERM/T ONL Y) CUT VOLUME.• -174, 446 C. Y. (PROVIDED FOR PERM/T ONL Y) FILL VOLUME- -114, 483 C. Y. (PROVIDED FOR PERMIT ONL Y) UT/L/TY CONTACTS SEWER/WA TER.• CABLE - COAL CREEK UTILITY DISTRICT COMCAST 6801 132ND PLACE SE 3630 FACTOR/A BL VD SE NEWCASEE, WA 98059 BELLEI/UE, WA PH- (425) 235-9200 PH- (800) 934-6489 POWER- F/RE DEPARTMENT PUGET SOUND ENERGY CITY OF BELLEWE 10885 NE 47H ST 12412 NEWCASTLE WAY BELLEWE, WA BELLEWE, WA 98006 PH- 1-888-225-5773 PH- (425) 452-6892 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 OWNER/APPLICANT GLACIA L VENTURE A,, L L C 18300 REDMOND WA Y, SUITE 120 REDMOND, WA 98052 CONTACT BEN PAULUS PHONE- (360) 708-9130 ENGINEER/PLANNER/SURVEYOR/ LANDSCAPEARCHITECT CORE DESIGN INC 12100 N.E. 195TH STREET, SUITE 300 BOTHELL, WASHINGTON 98011 CONTACT GARY SHARNBRO/CH, P.E. - PROJECT MANAGER CONTACT GLENN SPRAGUE, P.L.S. - SURVEYOR CONTACT HOLLI HEA VR/N, P.E. - ENGINEER CONTACT BOB NIX - PLANNER CONTACT LINDSEY SOLOR/0, P.L.A. - LANDSCAPE ARCHITECT PHONE • (425) 885-7877 GEOTECHNICAL ENGINEER TERRA ASSOCIATES, INC. 12220-113I71 A I/E NE, SUITE 130 KIRKLAND, WA 98034 CONTACT CAROL YN DECKER, P.E. PHONE- (425) 821-7777 ARCHITECT M/LBRANOT ARCHITECTURE 25 CENTRAL WAY, SUITE 210 KIRKLAND, WA 98033 CONTACT DA WD VINCENT PHONE- (425) 454-7130 TRANSPORTA TION ENGINEER TENW 111400 SE 87H STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT CHRIS BICKET PHONE • (425) 250-5002 ADJACENT LAND USE NORTH - SINGLE FAM/L Y RESIDENTIAL, R-8 EAST - SINGLE FAM/L Y RESIDENTIAL, R-4 ASBUIL T NOTE THE ASBU/L T /NFORMAT/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMAT/ON PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOOOFELLOW BROTHERS, ON ✓ANUARY 2917; 2024. GOOOFELLOW BROTHERS /ND/CA TES THAT THE DATA PROVIDED TO CORE DES/GN ACCURA TEL Y REPRESENTS FIELD COND/T/ONS ON THE DATE OF THE/R SURVEY. CORE DES/GN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE W/TH THE OBSERVED FIELD COND/T/ONS. CA UT/ON: UTILITY CONFLICTS v�SE 76TH ST cwn �p i,AK ,4 ASNINGTON SE 80TH ST JO SITE � LLJ z o 40TH ST z "' cn z NE 40TH ST > z o m 2 ¢ N 38TH ST ¢ LL_ � SE 85TH S 00 Y L o 2� SE 87TH S °- SE 88TH ST N 36TH ST N 35TH ST SE 89T ST N 34TH ST LOCATIONS OF UT/L/T/ES AS SHOWN ON THESE PLANS ARE BASED ON UNI/ER/F/ED PUBLIC INFORMA TION AND SHALL BE FIELD VfR/F/ED SY THE CONTRACTOR. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL CONTACT ALL UTILITY COMPAN/ES, AND CALL UTILITY LOCATE © 811. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL POTHOLE EXISTING UTILITIES, CONTACTING THE SURVEYOR OF RECORD TO SURVEY THE HORIZONTAL AND INERT/CAL LOCATIONS AND VERIFY THE LOCAT/ON, DIMENSION, AND DEPTH OF ALL EXISTING UT/L/T/ES ON THE PROJECT SITE. IN ADDITION, CONTRACTOR SHALL POTHOLE LOCATIONS OF NEW UTILITY CROSSINGS TO VERIFY NO CONFL/CTS EXIST. IF CONFL/CTS EXIST, THE CONTRACTOR SHALL CONSUL T CORE DESIGN, INC. TO RESOL Vf CONFLICTS PR/OR TO PROCEEDING W/TH CONSTRUCTION. 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: LENN R. SPRAGUE P. L. S. AS NOTED DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOOR�pE ONE INCH CHECKEDHOLL/ HEA VRIN IFAT FULL NOT ONEC NCH NO. REVISION BY DATE AP P R ApP SCALE ACCORDINGLY ROLL/ H. HEAV R/N P.E. VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM ; , CITY OF RENTON RCINITYMAP SCALE I" =1000' SHEET INDEX ENGINEERING PLANS 1 C1.01 COINER SHEET 2 C1.02 CONDITIONS OF APPROVAL 3-4 C1.10-Cl.11 BOUNDARY/TOPOGRAPHIC SURVEY 5 C1.20 OVERALL SITE PLAN 6-9 C1.21-C1.24 HORIZONTAL CONTROL PLAN 10-13 C1.31-C1.34 SITE PLAN /7• 7> lA7 42 A/ DCCDT TAF6W 66PpGC �> LCTTTT/7 T►1�77TC��� �/�����TCTIA/ A O9 GRADING PLAN 20-23 COI-C3.04 24 C3.31 TYPICAL ROAD SECTIONS 25-26 C3.32-C3.33 SITE DETAILS 27-28 C3.34-C3.35 GRADING DETAILS 29-30 C3.41-C3.42 ROAD STANDARD DETAILS 31-34 C4.01-C4.04 ROAD & STORM DRAINAGE PLAN 35-37 C4.10-C4.12 STORM DRAINAGE SERVICE PLAN 38-43 C4.21-C4.26 ROAD & STORM DRAINAGE PROFILES 44 C4.31 STORM DRAINAGE VAUL T PLAN (SOUTH VAUL T) 45 C4.32 STORM DRAINAGE DETAILS (SOUTH VAUL T) 46 C4.33 STORM DRAINAGE VAUL T PLAN (NORTH VAUL T) 47 C4.34 STORM DRAINAGE DETAILS (NORTH VAUL T) 48 C4.35 ROAD & STORM DRAINAGE DETAILS 49-50 C4.36-C4.37 STORM DRAINAGE STANDARD DETAILS 51-52 C6.01-C6.02 WATER PLAN 53--54 C6.21-C6.22 WATER PROFILES 55 C6.31 WATER STANDARD DETAILS 56 C6.32 WATER STANDARD DETAILS & NOTES 57 C7.01 COMPOSITE UTILITY PLAN 62 C8.01 S/GNAGE & CHANNEL/ZA TION PLAN LANDSCAPE PLANS 63 L 1.01 TREE RETENTION PLAN 64 L 1.02 TREE DENSITY EXHIBIT 65 L 1. 0.3 SOIL DIVERSITY PLAN 66 L2.01 COMPOSITE STREETSCAPE PLAN 67-69 L2.02-L2.04 STREETSCAPE PLANS 70 L2.05 STREETSCAPE NOTES & PLANT SCHEDULE 71 L2.06 COMPOSITE LANDSCAPE PLAN & NOTES 72-75 L2.07-L2.10 LANDSCAPE PLANS 76 L2.11 LANDSCAPE PLANT SCHEDULE 77-82 L2.12-L2.17 TRACT ENLARGEMENTS & SECTIONS 8.3--85 L2.31-L2.33 LANDSCAPE DETAILS 86 L3.01 IRRIGATION COMPOSITE PLAN 87-90 L3.02-L3.05 IRRIGATION PLANS 91 L3.06 IRRIGATION SCHEDULE 92 L3.07 IRRIGATION NOTES 93 L3.31 IRRIGATION DETAILS 94-97 L4.01-L4.04 OPEN SPACE PLANS PLANS BY OTHERS 98-99 1-2 FINAL MITIGATION PLAN - STREAM S 100-101 3-4 FINAL MITIGATION PLAN - WETLANDS B & D 102-103 5-6 FINAL MITIGATION PLAN - OFFSITE BENEFIT PARCEL 104-107 7-10 ILL UM/NATION PLANS �pK INS h, o wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE ZPLANNING 'Con 99 �•� DESIGN SURVEYING ISTER � 1pNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24T-417901 W-417901 R-417901 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 PAGE: 211JI24 Planning/Building/Public Works Dept. C1, 01 IN COER SHEET SHEET: 1 OF: 107 CONSTRUCT/ON RECORD DRA WINGS Nc 1 O Q TRACT C ' I LAT N4731'45.7224" (OPEN SPACE) I LON- W1221129.8277" LAT N4731'45.47JI" I \ LAT N4731'46.0634" LON.• W1221129.8027t I I I LON: W12211 aO..1420" J / I � 'NO PARKING -FIRE LANE" - �LAT N4731'47.1641" SIGN PER DETAIL, - \ \ LON- W1221130.1180" THIS SHEET (TYP) Q 41 LAT N4791'47.5334" 47 46 45 44 43 42 -711 11 PROPERTY LINE LON-W12211'30.5546" � ► ,...:� ALLE � ' Y2 LOCATE NO PARKING SIGNS ON / - 43f00 + STREET LIGHTS WHERE 44+p0 -�- ------ --------------- 42�0� - POSSIBLE, TO REDUCE CLUTTER ' ' ' LAT N4731 '45. 6088"J� 4�L 6 °� '�L'L \ IN STREET RIGHT OF WA Y (TYP) LAT. N4731 '46.5011 " LON- W12211 '30.5187" 18f01.40, 16.79' L� LON. W12211'30.4495 TRACT B / " 1663' L T (OPEN SPACE) NO PARKING" SIGN 17f04.96, PER DETAIL, THIS SHEET (TYP) 49 50 51 52 53 54 55 _ LAT N4731'480043" 48 I ' LAT N4731'44.8540" LON- W1221130.0186" -LAT N4731'44.7894" LON: W1221130.3525" ® -� _LAT N4731'44.2612" I I LON- W1221>;30.2726" -1 F I 1 ��:84, 16 �� T 38 37 36 35 34 33 32 31 30 20f09.26, 16.51' L T 21f05.39, 16.34' L T ' Ilk 22*23. 04, 16. 02 L T {: -� 21f00 i 19 20 i 00 I- -�0 23400 D "g , q - f m'^zti, 1,; ^TC✓ten rnrT 18f61.29, 16.23' RT 19*60.01, 16.16 RT 20f47OJ,, 16.35' RT , RI-1 STOP SIGN (TYP) II 22f85.10, I ST RT WITH STREET NAME LAT N4731'42.7613" I I » Rl-1 STOP SIGN (TYP) II [T_ 16f 15. 36, 16.64 LT LA T N473141. 9850 LON. W12211'32.0438SIGN ATOP LON.• W12211'31.7194 21f62.51, 16.35 RT WITH STREET NAME TRACT F 17 18 19 20 21 22 SIGN ATOP o T , LON: W1227131. 7590 - 0 23 24 25 26 27 28 29 \ `•. ) ( 0 - (OPEN SPACE) ate. b 13f97.19, 20.60' L �44,1466eccn nr / 13*46 38, 16. 69' RT SEE ILL UM/NAT/ON PLANS FOR STREET LIGHT DESIGN x (TYP) ( i42 Z�9 6w, 444 � �: 12*90.30, 16.71' L T .. . � ems' 04 zc en cn' nr 12*44.74, 18.99' RT Rl -1 STOP SIGN (TYP) WITH STREET NAME k SIGN A TOP LAT N4731'48.4846"r' o0 LON: W12211'34.1862" LAT N479148.4281" LON. W12211 a4. 6320" T-TB56; >c^�4-4q, 11*89.34, 16.80 LT 15+ 16�00 p _ ALLEY3; _ I � \ � � - ROAD A 14+ LAT N4791'44.4473" y I i I LON: W12211'31. 4723" }LAT N47314 " 15*6044, 1592 RT-1I 61f5063, 1212LT NO PARKING -FIRE LANE J LON. W12211:31.7531 ' 16f5753, 16.17 RT 17*40.24, 15.97' RT r � SIGN PER DETAIL, � N Ir 15f04.50 16.59' LT 16 PROPERTY LINE J o THIS SHEET (TYP) Z 14f36.77 >6.54 RT 10 11 12 13 14 15 I � N 200 y I (TYP) < o A'I C5 LAT N4731'39.55038 ALLEY LON: W1221132.0803Z " ¢ w TR. if + - - + _ _ _ _ _ o LAT. N473139.2766�� (op. SP.) SOD / T a w LON. W122113Z 0980 31 RI STOP SIGN (TYP) LAT N4731'47.2259" I WITH STREET NAME / LON: W12211'34.6382" / SIGN A TOP 4 5 6 j / LAT N4731'47.7716" 3 i I TRACT G z P, L5 z STOP BAR �o> LON. W12211 a .. 0019 "NO PARKING -FIRE LANE") z TR, J ,,'2' , r (OP. SP.) 1 2 _ _ _ I ' �I SIGN PER DETAIL, d o-Ei1z-zz�r t THIS SHEET (TYP) 0*25.65, 15.37' L T LAT N47° 1'46 922" ' \ - - - - LON. Wl 211'�5099 /.•� ♦ Rl-1 STOP SIGN (TYP) 280 (25 MPH) W/TH STREET NAME N4�31' 6.5893 _ • �� INTERSECTION SIGHT SIGN ATOP TRACT hl LON- WI 21> 4.8558 -' (STORM/ OPEN SPACE) DISTANCE TR/ANGLE I i TRACT A TRACT D x- ,,�9 RaX 32' RT (STORM/OPEN SPACE) \ (ACCESS) na J (APPROX 0 A l Jl DIST, LAT N473147.6836 u • . // 9�f h0- J L ' 4868" / STOP 10+5615, 16 94' L T 92f74.16, 22.81' L T FIRE LANE k `LAT N4731'47.7371" LON.• W12271;36.2974" Rl-1 STOP SIGN (TYP) WITH STREET NAME SIGN A TOP MUTCD SIGN R8-3 (MOD/F/ED) OR/ENT NO PARKING SIGN AT 45 DEGREES FROM STREET. NOTE NO PARKING SIGNS TO BE BANDED TO STREET LIGHT POLE (WHERE APPLICABLE) USING BLACK COATED BRACKETS TO MATCH STREET LIGHT POLE COLOR, AT 100' SEPARAT/ON BE SIGNS. USE DOUBLE ARROW NO PARKING SIGNS A T ALL L OCA TONS EXCEPT ON STOP SIGN OR WHERE /ND/CA TED ON PLANS. NO PARKING SIGN DETAILS NO SCALE SLAT N4791'46.8800" LON- W12211;35.3849" LAT N4731'47.10.3.3" LON: W12211 a5. 4781 " LAT N4731'47.453.3" LON.• W1227135.1531 " 95f7818' 22 75' L T PROPERTY LINE (TYP) 280' VfH/CLE PA TH FOR INTERSECTION SIGHT DISTANCE MEASUREMENT (TYP.) SEE LIGHTING PLANS FOR LAT & LONG OF A58UIL T STREET LIGHTS LEGEND SIGN STREET LIGHT 1 CONSTRUCTION RECORD DRAWINGS .0 •► ASBUIL T NOTE THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMA T/ON PRO 1/DED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DA TA PROVIDED TO CORE DES/GN ACCURA TEL Y REPRESENTS FIELD COND/T/ONS ON THE DATE OF THE/R SURVEY. CORE DESIGN HAS REVIEWED THE /NFORMA 17ON PROVIDED FOR GENERAL CONFORMANCE WITH THE DES/GN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMAT/ON /S /N ACCORDANCE W/TH THE OBSERVED FIELD CONDITIONS. M E M 2/ 13/24 H H H SURVEYED: SCALE: LEIGN SPRAGUE P. L. S. DESIGNED:: ROLL/ HEA VR/N DRAWN: MARY MOOR�pE ONE INCH CHECKEDHOLL/ HEA VRIN IF NOT ONEC NCH BY DATE APPR APPROVED: SCALE ACCORDINGLY ROLL/ H. HEA VR/N P. E. SCALE: 1" = 50' 0 25 50 100 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 VEffnCAL:NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M CITY OF 'R RENTON Planning/Building/Public Works Dept. PROPERTY (TYP) 'NO PARKING" SIGN PER DETAIL, THIS SHEET (TYP) 23f32.10, 15.76' L T 23f46.65, 16.09' LT -23f56.22, 15.62' L T -23f33.47, 1452' RT 2f65.30, 10.72' L T 2f 14.98 19.33' L T 2f 10.78, 15.90' L T 1f4479, 19.30LT ""LAT N4731'39.0085" LON- 072211:14. 6969" 280' VEHICLE PATH FOR INTERSECTION SIGHT DISTANCE MEASUREMENT (TYP.) 280' (25 MPH) INTERSECTION SIGHT DISTANCE TRIANGLE �pK INS h, o wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE Z' PLANNING 99 �.� DESIGN SURVEYING ISTV. pir 1pNA L 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 T-417902 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 SIGNAGEAND CHANNELIZA T/ON PLAN M 0 0 1 DAZE: �T 211JI24 V FIELDBOOK: PAGE: DRAWING NO: C8. OZ SHEET: OF: 62 107 CONSTRUCT/ON RECORD DRA WINGS ti � � N it n Dry Lu 0 ~ O Q AS-BUILTS CERTIFICATION: ASBUILT NOTE THE ASBUILT INFORMATION DEPICTED ON THESE I HEREBY CERTIFY THAT THE AS -BUILT MEASUREMENTS SHOWN �C91 PLANS IS BASED UPON FIELD SURVEY : •'pfr wA.Sy ••.•�' HEREON ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE � :.,� INFORMATION PROVIDED BY CORE DESIGN AND n nin nrerr nr rirn irvrn ui Tr rrn ni n nu innv nnai_ nnna _ � ... ...... �. .�..��.. .-... ...-ram .. ... .-r... ..�.. .. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: DESIGNED: B VL DRAWN: BI/L ONE INCH CHECKED: AT FULL SCALE GMD IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: CTB SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ILLUMINATION CONSTRUCTION NOTES CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 116.1. O FURNISH AND INSTALL NEW POLE, LUMINAIRE, JUNCTION BOX, AND CONDUIT PER ILLUMINATION POLE SCHEDULE, SHEET IL-03, AND CITY OF RENTON STANDARD PLANS 1 16.1, 119, 120, AND 121. 20 EXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. OCONSTRUCT SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLAN 126.1. FURNISH AND INSTALL NEW SERVICE CABINET ON NEW FOUNDATION PER CITY OF RENTON STANDARD PLANS 122.1 AND 126.1. OTHE POWER SOURCE LOCATION WAS NOT KNOWN AT THE TIME OF PLAN PREPARATION. THE CONTRACTOR SHALL COORDINATE WITH PSE TO IDENTIFY A LOCATION FOR 1201240 VOLT SINGLE PHASE POWER SOURCE CONNECTION INCLUDING COMPLETING ALL FORMS/APPLICATIONS AND PAYMENT OF ALL ASSOCIATED FEES. PSE SHALL MAKE FINAL CONNECTION TO THE POWER SOURCE. THE CONTRACTOR SHALL ASSUME 500 FEET OF TRENCHING TO CONNECT TO POWER SOURCE FOR BIDDING PURPOSES. OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1. FURNISH AND INSTALL NEW POLE, LUMINAIRE, JUNCTION BOX, AND CONDUIT PER ILLUMINATION POLE SCHEDULE, SHEET IL-02, AND CITY OF RENTON STANDARD PLANS 1 17.1, 119, 120, AND 121. r-417903 CITY OF RENTON Planning/Building/Public Works Dept. ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE ILLUM. # 8 SERVICE POWER #2 EQUIP. GROUND NO. 1 2" SCH40 PVC 2 1 2 2" SCH80 PVC 2 1 3 3" SCH80 PVC 3 4 2" SCH40 PVC 4 1 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. SEE SHEET IL-03 FOR: • ILLUMINATION GENERAL NOTES • ILLUMINATION WIRING DIAGRAM • BREAKER SCHEDULE • PHOTOMETRIC CALCULATION SUMMARY • ILLUMINATION POLE SCHEDULE iiiiiii Z� 15 60 0 30 90 SCALE IN FEET ILLUMINATION LEGEND EX NEW DESCRIPTION m r JUNCTION BOX TYPE 1, 2 ROADWAY SCALE LUMINAIRE POLE COMBINED PED/ROADWAY SCALE LUMINAIRE POLE UTILITY POLE WITH LUMINAIRE PEDESTRIAN SCALE LUMINAIRE POLE — — — — — CONDUIT/CONDUCTOR ® SERVICE CABINET O CONSTRUCTION NOTE LUMINAIRE NO. AWIRE NOTE of wAsy �/c� "�Fic z� Transportation Engineering Northwest ASS dIVAL ECG\ Transportation Planning I Design I Traffic Impact & Operations 1 ] 400 SE 8th Street, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 0,3107120241 Project Contact: Glen DuBreuil Phone: 425-250-0582 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: CANOPY 0JI07124 4196L/NCOLNAVENE, RENTON, WA 98056 FIELDBOOK: PAGE: ILLUMINATION PLAN I IL-01 SHEET: OF: 104 107 M O O O PC 1 O Z Q CONSTRUCT/ON RECORD DRA WINGS ti � � N it n 0r"o Lu 0 ~ O Q 1 Gib �■ 1 �lwl D a FO _amram 00 ROAD �A 1 W cz, b 1 a �.0 X 3 I - — 00 dZ ff Z \ • • I EX ---- — ---- I DRIVEWAY 4 4 I 1 a❑ 1 I 1 U� 1) 3 W 3 I 4 W z IIII II 1 r ( £9 — A L L E.Y 00* 9 o EX _ _ -~ - - I DRIVEWAY Q CL j I N .Lm \ \ PSE STREET LIGHTING SCOPE OF WORK ILLUMINATION POLE SCHEDULE (INSTALLED BY PSE STREET LIGHTING) LUM. STREET STATION OFFSET MOUNTING ARM POLE LUMINAIRE TYPE WATTAGE /TYPE INITIAL COMMENT POLE NO. HEIGHT LENGTH LUMENS 0P 1 LINCOLN AVE NE EX EX EX 28' EX 8' EX GE EVOLVE 1 1 1 W 13, 000 REPLACE EXISTING FIXTURE WITH NEW LUMINAIRE. ERLH-0-13-C3-40 LED TO BE INSTALLED BY PSE STREET LIGHTING. 0ALLEY 3 61 +50.5 11.5LT 14 NSA PED. STRAIGHT * CYCLONE PRESTIGE CY1 1 TA-VS3AR-2-34-3K 34W 3, 664 NEW LIGHT POLE AND LUMINAIRE TO BE INSTALLED ALUMINUM LED BY PSE STREET LIGHTING. *MATCH POLE TYPE USED FOR CITY OWNED PEDESTRIAN POLES. SEE CITY OF RENTON STANDARD PLAN 116.1. PSE STREET LIGHTING CONSTRUCTION NOTE PSEf EXISTING UTILITY POLE TO REMAIN. REPLACE EXISTING ROADWAY SCALE FIXTURE WITH NEW LUMINAIRE PER ILLUMINATION POLE SCHEDULE, THIS SHEET. LUMINAIRE SHALL BE INSTALLED BY PSE STREET LIGHTING. FURNISH AND INSTALL NEW PEDESTRIAN SCALE POLE AND LUMINAIRE PER ILLUMINATION POLE SCHEDULE, THIS SHEET. POLE AND LUMINAIRE SHALL BE INSTALLED BY SE2 PSE STREET LIGHTING. PSE STREET LIGHTING GENERAL NOTE 1. PROJECT CONTRACTOR SHALL COORDINATE WITH PSE STREET LIGHTING TO SCHEDULE INSTALLATION, INCLUDING COMPLETING ALL FORMS, PAYMENT OF ALL FEES, ETC. ASSOCIATED WITH THE INSTALLATION. PSE STREET LIGHTING SHALL FURNISH AND INSTALL ALL MATERIALS BY CONTRACT WITH THE DEVELOPER. AS-BUILTS CERTIFICATION: I HEREBY CERTIFY THAT THE AS -BUILT MEASUREMENTS SHOWN HEREON ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED IN THE FIELD IN JANUARY 29th, 2024 T 03-07-2024 NAME 35635 LICENSE # DATE 03-07-20241 ASBUILT NOTE THE ASBUILT INFORMATION DEPICTED ON THESE PLANS IS BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON JANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATELY REPRESENTS FILED CONDITIONS ON THE DATE OF THEIR SURVEY. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION IS IN ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. F UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 1 1 CONSTRUCTION RECORD DRAWINGS "If REVISION M E M 2/ 13/24 H H H SURVEYED: DESIGNED: B VL DRAWN: B VL CHECKED: GMD BY DATE APPR APPROVED: CTB E 4 N I 1 I 1 I I EX I DRIVEWAY I I= a � 4 I Q) "f' n ILQ I \ 3 I 4 \ 1 4 0� \ 5 D �V ' �r I ILLUMINATION CONSTRUCTION NOTES Q0 OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 116.1. FURNISH AND INSTALL NEW POLE, LUMINAIRE, JUNCTION BOX, AND CONDUIT PER ILLUMINATION POLE SCHEDULE, SHEET IL-03, AND CITY OF RENTON �M "V STANDARD PLANS 1 16.1, 119, 120, AND 121. O 20 EXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. O OCONSTRUCT SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLAN 126.1. FURNISH AND INSTALL NEW SERVICE CABINET ON NEW N FOUNDATION PER CITY OF RENTON STANDARD PLANS 122.1 AND 126.1. V OTHE 4 POWER SOURCE LOCATION WAS NOT KNOWN AT THE TIME OF PLAN PREPARATION. THE CONTRACTOR SHALL COORDINATE WITH PSE TO IDENTIFY A LOCATION FOR 1201240 VOLT SINGLE PHASE POWER SOURCE CONNECTION INCLUDING COMPLETING ALL FORMS/APPLICATIONS AND PAYMENT OF ALL ASSOCIATED FEES. PSE SHALL MAKE FINAL CONNECTION TO THE POWER SOURCE. THE CONTRACTOR SHALL ASSUME 500 FEET OF TRENCHING TO CONNECT TO POWER SOURCE FOR BIDDING PURPOSES. OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1. FURNISH AND INSTALL NEW POLE, LUMINAIRE, JUNCTION BOX, AND CONDUIT PER ILLUMINATION POLE SCHEDULE, SHEET IL-02, AND CITY OF RENTON STANDARD PLANS 1 17.1, 119, 120, AND 121. T-417904 SCALE: VERTICAL: NAVD 1988 • CITY 0 F HORIZONTAL: NAD 1983/183/1991 %R 1; 1 RENTON ONE INCH DATU M Nbov AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT IZ DUIT ILLUM. #8 SERVICE POWER EQUIP. GROUND N0. 1 2" SCH40 PVC 2 1 2 2" SCH80 PVC 2 1 3 3" SCH80 PVC 3 4 2" SCH40 PVC 4 1 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. SEE SHEET IL-03 FOR: • ILLUMINATION GENERAL NOTES • ILLUMINATION WIRING DIAGRAM • BREAKER SCHEDULE • PHOTOMETRIC CALCULATION SUMMARY • ILLUMINATION POLE SCHEDULE .Miiiiiiiiiw Z� 15 60 0 30 90 SCALE IN FEET ILLUMINATION LEGEND EX NEW DESCRIPTION m r JUNCTION BOX TYPE 1, 2 ROADWAY SCALE LUMINAIRE POLE COMBINED PED/ROADWAY SCALE LUMINAIRE POLE UTILITY POLE WITH LUMINAIRE PEDESTRIAN SCALE LUMINAIRE POLE - - - - - CONDUIT/CONDUCTOR ® SERVICE CABINET O CONSTRUCTION NOTE LUMINAIRE NO. WIRE NOTE �MERT of wAsy° ��i�9TENW "�Fic z� Transportation Engineering NorthWest ASS RIVAL ECG\ Transportation Planning I Design I Traffic Impact & Operations 1 1400 SE 8th Street, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 0,3107120241 Project Contact: Glen DuBreuil Phone: 425-250-0582 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 ILLUMINATION PLAN N N O O O V M O O 1 O Z DATE: 0JI07124 V FIELDBOOK: PAGE: DRAWING NO: IL-02 SHEET: OF: 105 107 CONSTRUCT/ON RECORD DRA WINGS Z N I n CONSTRUCT/ON RECORD DRA WINGS O Z Q 0') rn � r N � ' O O� 0 U, DocLr5lprL Envelope ID: SD30BA1A-204D-48E8-BB23-Wa348BSW DocuSign Envelope ID AOAOM84AO88-4C5D-BOEO-E7UE51967ED2 DocuSign Envelope ID: F4186C70-1A89-403E-83C3-E2F0224FAF95 DocuSign Envelope ID: 5D30SAIA-204DA8E8-BB23-8A2834BB565E Au UWN09 41E +YID POE RELATED 1+ARTs %wi BE rAclo*rPmwrD AND EaPOLE &BRACKET CABLE, #12 _ PCOATED Pk�ImTA 'Er AWG. SPLICES BETWEEN FUSE Tea r ilLro HOLDER AND LUMINAIRE FIXTURE 1 � PANT S'EpFlrydgP� ALL LUWINAW POLE CAST ALUVIAW BASE PARTS AND AM' 18-, r•• ';y ACOTICKL EOUVLEN' 41OLW O ON POLE SMALL TIE ROUNA POLECAP n °r SHALL NOT BE ALLOWED ` AAcr •i ►ACTORY PRRE'D AM POWDER ODATED TO MATCH FMM I _' �3L cpaR 1 - _ 1' f " 1' 6" RlESTIGE SERIES {CY37T41 LED DORPLAHS MOKCC WRETAAlrTAOE MOQOALLBAI�lYG AMb Au e1:ERLA71inHG AAARDWA7iE 9A111L ,_wwwE Arnr TeePLAMs.mocar.:zavnFUSE KITS QUICK j ❑ ❑POS1-TOP WINNAME NATTAa LENOT":4APLIVT4IAwLDer.PFrnLLIDISCONNECT 3 AMP IN LINEPER PLANS, 4.M Ccr, T20-212V �+ BARS VA�tlF1dH� + REFER TO WSDOT LOCKING I°i3'-���L"VERSAL DRIVER, "IH VSW Y CQNDU17 Uwm SPACED 18nBR m�uxLr+s,etcae TO LUMINAIRERIBBED ACRYLK LDIS) BY CYCLONE STAVED cT•fPA•'.: ,FINISH COLORRAL9r 7K (TSLA4[ pRArrworQDeorAL,° LID STANDARD QUTYFUSE KITS S.E.C. OR EQUAL ❑ ❑ {04 A *NIED EMAIL), DRIIER PL+Y15 CEH TER CONCIAT F. --� BE RTEf}1AL 1D T1( F1%11/RE ipl y NOUNTNGARNDETNLSSEEMPlAM JUNCTION BOX TYPES 1 & 8 GREEN INSULATED WIRE lim" BE INTEGRAL to T1TE R FpJNpATA)TV B � � 1T71 MLWlCI PER STD Puw 1+4 ITxr,N+E. .. 2 STANDARD PLAN J-40.10 TO FIXTURE GROUND LUG • - BOLT MILE LDIA VU. OECORAl14EL111MW1EPDlF'ADrF9 I•.?�' � SPLICE KITS CLEAR EPDXY SPLICE GROUND LUG A1RyADR EULI DAIY PLATE DETAL m � � � KITS ON ALL THRU WIRE RUS SHEEP NS xL "OOPS Q,7' Pb1TWHq OOX ER� BLOCK LOCATED IN THE F"HDAIION : CONCRETE PAD OR LIJMlNA RE POLE JUNCTION BOX LUMINAIRE POLE CONCRETETION SIDEWALK r cDAT11Al IpuESS ck"D POE 10 SIDEWALK PER STD PLAN 120 PLAN VIEW CONCRETE PAD PLAN VIEW PER Sip PLAN 102 P AANNSS RYp ek RpX1GAa0il FOUNDATION SHALL SUPPORT 6• rOU1DARON cm; POLE SHOWN IN STANDARD PLAN r�` ��!-�11= i� ' �=j -� 1���-�" •• ? r 11 r LIJMINAIRE POLE LUMINAIRE POLE VC CHAMFER IT c _ I 117.1 A �1 I 24" MIN COVER 8 BARE COPPER II II CONCRETE SIDEWALK } � I CONCRETE PAR PER Sip PLAN iE}2 POLE BASE PLATE, FOUNDATION, GROUND WIRE GROUND .;MEET ua+T STANDARD DECAL AND ANCHOR BOLT DETAILS PER CLAMP NUMNERINC PER STD PLAN 121 STANDARD PLAN 117.1A I - IXTEND THE Co R. 2" PVC CONDUIT II 1 -#8 EQUIPMENT GROUNQ 4" D' 1A1r arrDND II `J; FOUNDATION OR NE - - DOW STYLE LED LUUWMW WIREW/GREEN INSULATION CONTROLLED DEHSID AwTTAGEI'ERPLAAS.L0D0'1CCT < ii BACK"I 12P�F4LMERSALDeAiRCFMrrA FROM SERVICE CABINET oR:A>nDRI�_{ CONCRETE FOUNDATION 4•_ TjA HOOP' a 12' BY MOW TOR APPRe.Fo EOUK � A•� Iyp• 0. � G' LUTED 9AAP'G L' D1AAIETER, AA:L BE hTEO"t TOTTE ;TAIL 1r Alwruu POLE DRIVER 9- �` 2 - LIGHTING SYSTEM 5/8' x$' COPPER GLAD JUNCTION BOx JUNCTION BOX{PDIB�14-61W-RALHOD5 TX-TN13) a - ►S WMR fu1URE Fee YQ1NTPIG ANY [IFBTIA/LENy DETAAS SEf 5111 PL.V1 +Ira LM+A14G lTa WIRES TO CONTACTOR GROUND ROD LUMINAIRE CONCRETE _—LUMINAIRE CONCRETE By tYCLow ITii APPRM EQUAL) EVENLY SPACED L. 2 T/2' PLR FOUNDATION FOUNDATION FrET117R1L1RERpl{TAAtA1LLILAAIRRE$ (SIZED A5 REQ'D.) AE AREL1oAArEDA'c' SIDE VIEW SIDE NEW UCTALL (ATOUT • DECYMTNE PEDESTRIAN L.UANLNRES + "�"""`AREMM LUMINAIRE CONCRETE PAD DETAIL LUMINAIRE WITH SIDEWALK DETAIL PRnv+aE r/a' n � � •' u+r1 our WE kINWL:A LJ±� FmjcC[!TY, .IIAIpICLESAlq M1DIAflf6Al 1lp' • - "S1RffTLnrArt SIAHDAR ' ORIENTATION LOCATION ye cr1A�TR - NOTES: l' 1 REFER TOCITYDEMNLIUSEO'A�TON GENERAL NOTES: d' HICH fDIRiDA11PIN 3, THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY P m, DLR 11uE VARY, 1. LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS t OUTSIDE OF SIDEWALK , • I1Ypy 1s} POLE SIR. 401,5 u AIJAMI ,FL - - 1�' STEEL PLATE m T AT TREATED 2. MINIMUM GROUND WIRE SIZE SHALL BE #8, AS SHOWN ABOVE, IF CURRENT CARRYING CONDUCTORS ARE LARGER 2. CONCRETE CLA55 FOR LUMINAIRE CONCRETE PAD SHALL • :. r' . THAN #8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING BE PER STD PLAN 135 r•, 0" �'AS' HANDHRI - � BUT GACL[ {pA LyMNn£CAlEC11O6 PER SASE PLATE 4 OCTAC�SKIT�T CONDUCTORS. 3. TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL BE 1 L•ECORATIyE ALMNLU CLAYWLL DETAIL M S EET) IRON BASE p•TH LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD A S B U I L T NOTE BASE co" BD+a &r Cr40NE RELIDM'AUEACCESSDDDq 3. EQUIPMENT GROUND WIRE &BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE ELEVATION OR BOTTOM QF SIDEWALK ELEVATION CONCRETE PAD 1'-D" ETAS APPROVED ES ay ANUi(ki bQLT TEWPLATL RETAIL OBOORATTAEeLVEODV:kPEA � POLE BASE DETAIL KTAL7msEr A HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND PLAN VIEW THE ASBUILT INFORMAT TOP OF " LArR MLA 1NBrMaALr�ADRBCAr[a�ERs MAINTENANCE. 4. LIJMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN NNCTION 80k PLANS IS BASED (� r AA41pIOLEOPBAryG Lp1H 9WAU®ar Re /I TH PPCLE BASE PfP ANCNA7R aDLr, a TOTAL y'A'-+°"eAEFD""°A01A'� ~AcKW) 5- LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND INFORMATION PROVIDED ! '•HEEI 3/+� VIA {11P] LT0R�0 WE* LKCR ! zr 4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN TYPE 2 JUNCTION BOXES ONLY ] "`L'""�"°°°'"` STD SUPPLEMENTED BY ,;. A 3/A, �_ �� STEEL LT INSULATED WIRE OF THE SAME 512E SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE GOODFELLOW BROTHER: C+ErCORATTVEWECOVER HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A $GREEN INSULATED WIRE SHALL BE RUN CONCRETE PAD .. BASE COO REQti PER AP901OR auT}, _ . -'.'j ROLOWAY M RAT TLA90S IS RrOv PER AAS%FACEIT�p1�TLPL� 7�TAe Clld1TAT FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. JUNCTION BOX T COHMMPAD51DENRICPERSTDFILM , -- .IN-- 'vTFvr 2024. GOODFELLOW BI ANCHOR Bun SASE OF POLE MD BASE rpyE7L PROy,DE,1! ANCHOR 300 T A55F ME1 Y GE 1 A!L FOJ1MT16N PER s Rvc*1AIA ANurs6 ', TAW DRNNTUSE114tO GHGPCI FF INDIVIDUAL JUNCTION BOX PAD DETAIL THE DATA PROVIDEI -FT PER °�'""` ACCURATELY REPRESEN � -Er FOUNDATION dlTA11.a POLE ELEVATION NOTE. SMARM SH&L. NOT BE ALLOIED POLE ELEVATION THE DATE OF THEIR SI MINDAriON CONSTIRKTM REVIEWED THE INFOF NEIGHBORHOOD STREET $'I'D. PAN - 116.1 ARTERIAL STREET I ¢ PLAN 117 1 t LUMINAIRE ELECTRICAL STDP� _ 119 t x LUMINAIRE CONCRETE STD PLAN - 120 GENERAL CONFORMANC �' PEDESTRIAN LUMINAIRE l PUBLIC WORT•.. DECORATIVE LUMINAIRE POLE �°"' — PUBLIC WORKS WIRING SYSTEM - + PUBLIC WORKS PAD/SIDEWALK ANDC-Mal""'OED: CONCEPT, AND TO THE A RO'<ED • )' DEPARTMENI DETAILS _� ii8--t-cha 11/5/2020 I * ` DEPARTMENT '�P Iaa�'I'll 5/22/2019 I I DEPARTMENT JUNCTION 60)C CONCRETE PAD 19 �: FIXTURE AND POLE DETAILS GAZ 3/13/2019 I M GAZ Gregg A. ZImm�FM6jf THE INFORMATION IS It DAB z � T3 "ATE - -`-----Dc7arwD,eEan L' OBSERVED FIELD CONDIT DocuSign Envelope ID: 5D308A1A-2040-48EB-BB23-8A2834BB565E —CONDUIT ENTRANCE AREA INSTALL DECAL NUMBERS VERTICALLY. { , INSTALL IN DRY WEATM, 50° F OR ABOVE a 1 N`"`�° A ' ELEVATION SECTION a 12 EXAMPLES 3 TYIP, CONC. PAD R/V7 LINE , m m — 4 SIDEWAIIS ° a LABEL THE STREET FACING SIDE OF THE CABINET cuRB WITH ITS ADDRESS NUMBER [WIG STREET NAME) C L® PLAN VIEW p USING AN ENGRAVED PHENOLIC NAMEPLATE WITH 2" -----------�____ 6 x HIGH BLACK LETTERING ON WHITE BACKGROUND. v 1-- -- 7 " ROADWAY SIZE TO FIT 512E TO FIT a �' n ATTACH NAMEPLATE WITH ADHESIVE CABINET CABINET _ a 2' TO 4' _ v OVERHANG WATTAGE A CURB 1 -GRADE LEVEL SIDEWALK FCURB TO AR£ of ,°•,f- • H. : THE METER DOOR SHALL BE REMOVABLE. R/W LINE CENTER R W I UNLESS SPECIFIED IN THE PLANS, THE • METER DOOR HINGE SHALL BE LOCATED v LAJ 1CLEAIRIUdCE FROM DRIVEVYAY q ROADWAY ,• ."d • • A •° m ON LEFT SIDE OF THE CABINET 1 i A i ❑ ALTERNATE PLAN VIEW I cm s��tVrxL� FRONT VIEW SIDE VIEW ELECTRICAL SERVICE CABINET FOUNDATION m 11 +c' PLANTER STRIP } 0 - � � 4 270124UVAC, 1 PHASE. 3 WIRE z, A I:� I STREET IJGHT CONDUIT • � x • BB Z 1 TRENCH DEPTH 24' _ F TRAFFICRDW ❑ Q a TYPICAL STREET LIGHT � � „�� EuctmxG V 5 DM 6 CELL FOUNDATION LOCATION + �„AM a„R i L_ PLAN ViEWV nOORYADI_ TEST SHIM TO PLUMB — SEE NOTE 3 .1, ! —I LTG.1TrP1CAL 3 x" -2- H 2s' 311 3s' 1V o � 4 BAR H CORNER iR "1O1"P s" 21" SL '18'-3" 23•-3• 26 - ' III h FAULT 7- HDLEST'YP T 0,108 O.1B8 O.719 0.219 _ — — — — _ _ d Rea". Z `-16" J��FL]RSTDPLANll7.1 PO1tSTDPLANI]5.1,117,2,It7.4 2' TO 4' 6" MIN 1' TO 2" - t TAPERED ALUM. POLE 'T' WALL OVERHANG r-z- 3/8" DIAMETER PLASTIC DRAIN oo LOAD FOOTPRINT 11OF ALLOY 6063-TS SATIN GROUND FINISHH' 510E VIEW wlrunG stEEErurlcHANpHOLE 4'xG" OPENING — DEADFRONT 1-3 4" TO 2" 0.88" W/COVER & SS_ SCREWS ��� CABINET DEPTH N N �� F1=-T - 1 -6" + 2" 1'-6" N O NOTES PER STANDARD PLAN 122-2 r GROUND LUG INSIDE POLE O 1 INSIDE PCY E i 160 — — — — — #4 BAR EACH N n _ 10 #4 CORNER w n' STREET LIGHT COYDLAT z t PP TRENCH DEPTH 24' m _[�+ HOOPS DECAL: ALTERNATE STREET CROSS SECTION �;� of WAsy°•°•.� RERXCORMDGOTWCGOLD ORWHM PLAN VIEW e;hty LEGEND ON BLACK BACKGROUND CONTROLLER CABINET FOUNDATION ° T E 2. - NOTES PER STD PLAN 126.2 O,�•'P C .��, Transportation Engil STREET LIGHT STANDARD STD. PLAN- 121 x F'�Ols-r PUBLIC WORKS DECAL NUMBER NG SYSTEM STD. PLAN - 124 S°'•••• G • PROv o0 PUBLIC IVORAS LIGHT BASE AND JUNCTION BOX ROVkiI CABINET FOUNDATION s/ ' F,� Trans ortation Planning Desi r DEPARTMENT + + DEPARTMENT LOCATION OrIA PUBLIC WORKS DETAILS STD- PLAN - 126.1 ONAL 1 1400 SE 8th Street, Suite 200, IBellev�uf DA °A� DrAr•_ ` * DEPARTMENT �OVE'DI 3/13/2019 I DARE ct Contact: Project Phone: 425- UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 w Q O N 1` = t >- NLu I O 2LLQ Lu m w Q m w w z Z O _j O m ~ W Q Q�Z ULu �0L =Q> wW ~ W L) LL�LO W w ~ Q � LL �aW ca uj m W Ow m W Q w z 2 Q W W 1n z W a� Z J ION DEPICTED ON THESE UPON FIELD SURVEY BY CORE DESIGN AND SITE CONTRACTOR, >, ON JANUARY 29TH, ?OTHERS INDICATES THAT TO CORE DESIGN 'S FILED CONDITIONS ON 1RVEY. CORE DESIGN HAS 'MATION PROVIDED FOR E WITH THE DESIGN BEST OF OUR KNOWLEDGE I ACCORDANCE WITH THE ONS. NW leering NorthWest Traffic Impact & Operations WA 98004 1 Office (425) 889-6747 Glen DuBreuil 250-0582 IN COMPLIANCE WITH CITY OF RENTON STANDARDS T-417906 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: DATE: DESIGNED: HOR ZOR TALL• NADVDI9 3CITY 0/1991 • CANOPY 0JI07124 Bl/L 4196E/NCOLNAVENE, RENTON, WA 98056 FIELDBOOK: RENTON DRAWN: PAGE: PR BVL DRAWING NO: ONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. ILLUMINATION DETAILS IL-04 GMD IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: CTB 107 107 CONSTRUCT/ON RECORD DRA WINGS M O O N v N N O M O O PC O Z Q