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HomeMy WebLinkAboutT-212701/ SEE SHEET Q _ _ - ` _ - 1 1/2' COf1DUIT SCH 40 __ - - -- _ - �- y qp� �S 1 i' -�• • ';�l I IS—- ---- GRAVEL. PARKING AREA .."� \ i� SIDEWALK N p I ° 2. 1. cn co +° S Ni S EWER 5'1 37-8- - -dhF�IER HC�rAtiE - -�t - --- / EDGE OF — Ln p�" ++ �]RA` ✓EL DRIVE J - - --- -I% JEFFERSO W 1_ 191-12° N� ° �� I - SCALE) 1" - 20' ASPHALT / + £ r - _ , • • 3 =gam' W 93,47 12 II BROKEN ASPHALT DRIVE N £ 1 p 1 I / f , _ +o - - -1 - OW LUMINAIRE - .- w 24' _ „ NOTE: 2 DS STREET LIGHT CONDUIT REQUIRES I FND REBAR & CAP / -' -S 3933' • 24 INCHES OF COVER MINIMUM 1 1/2" CONDUIT SCH 40 B. 0 ' - _- - - !� ^ -" / /+ ) DAVIT S�OOLLEE AND NCl ION �TYPICAL()ESIGid'B'JU BOX 10 / 1 1/2" CONDUIT SCH 80 B. r PHOTO CELL CONTROL W w TELE. J -B it O PWR. POLE Z INCOEPAD L23/ N • 5" • 313.82 24 F % 2 8 Fl L22 12" -F�b - NPVC CONDUIT SYSTEM _ - -- - -- - --- - -- -- - -- - - - - -- - — �1 y lot o O ro� � m 0 y � 1 z � w , ti ti V r 5. THE CONTRACTOR .- INSPECTION PURPOSES, 24 -HOURS BEFORE COMMENCING WORK NO WORK SHALL BE COVERED UNTB- (U JEFFERSON AVE. NE.- ITS BEEN EXAMINED BY THE INSPECTOR. 8. MAINTAIN CLEARANCES FROM SUCH FEATURES AS PROPERTY LINES, LOCATION OF DRIVEWAYS, FIRE (2) - #8 USE - XLP (1) 8# USE -XPL NEUTRAL STA. 3+40..03._ STREET LIGHT SERVICE CABINET -� / C-38, HYDRANTS AND ANY OTHER FEATURES. MINIMUM CLEARANCE FROM DRIVEWAYS SHALL BE 10•FEET, /� (3) _X10 USE -xLP (2) - #8 USE - XLP W PRIMARY EMERGENCY SHEET N0. MINIMUM. CLEARANCE FROM CURB 3D- INCHES. �\ — p 7. CONTINUITYAND MEGGER TESTS SHALL BE CONDUCTED AND ANY DEFECTS NOTED SHALL BE CORRECTED Q (2) _ #R8 USE - XLP Z ACCESS ROAD SCALE. 1" — 20' PROJECT N0.6 Z(74 BEFORE FINAL, ACCEPTANCE OF THE ELECTRICAL SYSTEM FOR STREET LIGHTS. (NE. 23rd STREET) T 8. PROVIDE AS -BUILT DRAWINGS AT COMPLETION OF PROJECT. ��/� O �t �Z� �„ • ® Z I Z% - - I I f I I L I '&I I I I'A I I I I I A I 9 1l0 1i1 12 1� g 14 1i5 16 17 18 $1�9 2 C 9 18 17 16 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 R1 �o Z V11- Q _ _ - ` _ - 1 1/2' COf1DUIT SCH 40 __ - - -- _ - �- y qp� �S 1 f` N p I ° 2. 1. cn co +° S Ni S EWER 37-8- - -dhF�IER HC�rAtiE - -�t - --- o+ N \ A +s ° 1 0- AVE_ N__ - -- ------------------ - --` -- -- . oo A. e a 4 @� — Ln p�" ++ �]RA` ✓EL DRIVE J - - --- -I% JEFFERSO W 1_ 191-12° N� ° �� I / + £ r - _ , • • 3 =gam' W 93,47 12 II BROKEN ASPHALT DRIVE N £ 1 p 1 I V1 _ +o - - -1 - OW LUMINAIRE - .- w 24' _ - _ - -- -- � -- - / (TYPICAL) �� O' EXIS ISFG TR ET LIGHT Z - — — — -� 14° F - 9 • I 24 F 3Y F - • 5' WIDE ALK TELE. J -B it O PWR. POLE Z -� • 5" • 313.82 24 F % 2 8 Fl L22 12" -F�b - 5' WOOD FENCE 1 CITY MON. #3 ?5 1 a ��24- - F . • • —®- / \,2 • 14" STA. 0 +00.00 Z_ JEFFERSON AVE. NE.= @ 12' F / I8° F 23" F EDG; OF M• •15' 608 67' ,12 M 1 F / • • (n STA. 6 +11.87 ASPHALT \ _ • 6' BS • _ _ 24 F 0 20' F HARRINGTON AVE. NE. \ 380 FND REBAR & CAP ' 'LS 5524' _ STA. 2 +84.59 _ • 20' F LUMINAIRE CIRCUIT 6= CYCLONE FENCE MAST ARM MOUNTING \ \ TYPE LENGTH HEIGHT SOURCE LOCATION \ JEFFERSON P.C. STA. 5 +07.44 AVE. NE. = 1 -3853C 1 2-3855c 1 II 4' 25' 150W 1 +15 \ II a 25' lsow 3 +28 \ \ STA. 11 +64.77 3_3857C 1 11 4' 25' 150W 5 +70 \ SECONDARY EMER. NOTE: THE PROJECT ELECTRICAL ENGINEER SHALL REVIEW STREET 4 -3859C 1 II 4' 25' i50W 8 +10 \ ACCESS ROAD LIGHT DESIGN BEFORE ANY MATERIALS ARE ORDERED. 5 -3861C 1 If 8' 25' 150W 10 +00 AN �-- NOTE: - STREET LIGHT CONDUIT REQUIRES //f 1 AUNeMN BOX- A. IN CSR iS � 25' DAVIT POLE AND 24 INCHES OF COVER TYPICAL DESIGN "B" JUNCTION BOX / ��- MINIMUM 3, 0 / - \ ' g• �� �i50W LUMINAIRE f� I \ 1 1/2' CONDUIT SCH IN CONCRETE - L24 "A. _ __ ° -' / 25' DAVIyPQLE AN + \ 1 1/2° CONDUIT SCH 40 �p�L DESIGN "B" JUNC;'f101>FB C If) Ld r PVC CONDUIT SYSTEM i IN CONdRETE PAD / f 2 1 1/2" CONDUIT SCH 4C N \/ L 1 —\ 9 --v - , - - - - -- + __-- - - - - -- L18—� _ JEF SON F AVE• 5 ° N + ° _ _ — N,E, ° C13 _ — -- • • — 1-26 —� — °� N. � F r-I • • Cl W — — — e 1 •�1 20° F 12, • -�� ° e 2 4'„ 20 — • • J "I8,< • 1-25 24� D� 101, & 12, ( 9/ • 12" F 24' F 14' F 16 F _ �u 20 „vF 20” F • • •N - ., _-� • „2 ,; • ���0 18. • / �j�4" 18 s 24" F- 14" F �\ / C19 �_ � , 608.67 GENERAL CONSTRUCTION NOTES - - _ '' 10° & 12" M a (v4 /' F — — - — --�� 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTOM STANDARDS SPECIFICATION AND THESE PLANS. ' CYCLONE F CE 90*51/31//E `/ 116 9 1 'aJ --CYCLONE FENCE BROKEN DOWN 2. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL AT THE a INSTALL ALUMINUM DAVIT STYLE LIGHT STANDARD WITH 150 WATT H.P. SODIUM VAPOR LAMPS WITH 25 FOOT IN THIS AREA EARLIEST POSSIBLE DATE. MOUNTING HEIGHT_ 3. ALL WORK SHALL BE CONSIST ENT'Wiiti UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SUU �� ----�� CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK AND Fy INSTALL TYPE 'B' JUNCTION BOX COORDINATE WORK WITH UTILITIES THROUGHOUT THE PROJECT. �l _ F- r n v J 3�O � P.T. STA. 6 +57.25 P.�+ STA. 5 +07'44 P.C. 4. THE CONTRACTOR SHALL RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR O INSTALL STREET LIGHT SERVICE CABINET 120/240 SHALL NOTIFY THE AFFECTED UTILITY. COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE VOLT TYPE III SINGLE PHASE GROUNDED NEUTRAL NOTIFY THE CITY OF RENTON FIELD INSPECTION DIVISION (2775570) FOR SERVICE. (� LEGEND STA. 8 +01.26 TYPE "B" JUNCTION BOX lot o O ro� � m 0 y � 1 z � w , ti ti V r 5. THE CONTRACTOR .- INSPECTION PURPOSES, 24 -HOURS BEFORE COMMENCING WORK NO WORK SHALL BE COVERED UNTB- (U JEFFERSON AVE. NE.- ITS BEEN EXAMINED BY THE INSPECTOR. 8. MAINTAIN CLEARANCES FROM SUCH FEATURES AS PROPERTY LINES, LOCATION OF DRIVEWAYS, FIRE (2) - #8 USE - XLP (1) 8# USE -XPL NEUTRAL STA. 3+40..03._ STREET LIGHT SERVICE CABINET -� / C-38, HYDRANTS AND ANY OTHER FEATURES. MINIMUM CLEARANCE FROM DRIVEWAYS SHALL BE 10•FEET, /� (3) _X10 USE -xLP (2) - #8 USE - XLP W PRIMARY EMERGENCY SHEET N0. MINIMUM. CLEARANCE FROM CURB 3D- INCHES. �\ — p 7. CONTINUITYAND MEGGER TESTS SHALL BE CONDUCTED AND ANY DEFECTS NOTED SHALL BE CORRECTED Q (2) _ #R8 USE - XLP Z ACCESS ROAD SCALE. 1" — 20' PROJECT N0.6 Z(74 BEFORE FINAL, ACCEPTANCE OF THE ELECTRICAL SYSTEM FOR STREET LIGHTS. (NE. 23rd STREET) T 8. PROVIDE AS -BUILT DRAWINGS AT COMPLETION OF PROJECT. ��/� O �t �Z� �„ • ® Z I Z% - - I I f I I L I '&I I I I'A I I I I I A I 9 1l0 1i1 12 1� g 14 1i5 16 17 18 $1�9 2 C 9 18 17 16 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 R1 �o