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HomeMy WebLinkAboutzT-1905SetG E N E R A L N O T E S 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROX- UNDERGROUND SERVICE LOCATION PROJECT SPECIFICATIONS AND THESE PLANS. TO BE INSTALLED BY UTILITY COMPANY 2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE INSTALL 120/240V SERVICE, TYPE III WITH GROUNDED FIELD BY THE CONTRACTOR AS NECESSARY. NEUTRAL CABINET AT 3. ALL WORK SHALL BE CONSISTENT WITH UTILITY 8 I APPROX. STA. 1 +00 N.E. 20TH ST. AGENCY REQUIREMENTS. THE CONTRACTOR SHALL 7 7 CONTACT ALL PERTINENT UTILITY AGENCIES 48 I 3 / 6 5 4 ✓ HOURS BEFORE COMMENCING WORK, AND SHALL C �J I COORDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT. 'I 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 5 \ 2 1 1 ANY DAMAGE TO EXISTING UTILITIES. THE 6 CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY 2 4 UPON DAMAGE. 5. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR , +D01 N.E. 20TH ST_ MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE. 2 6. INSTALL ALL STREET LIGHTING MATERIALS I 1 ± SHOWN ON THE PLANS, EXCEPT AS NOTED. ALL 3 1 +70.35 N.E. 20TH T. 1 MATERIALS SHALL BE NEW AND OF THE BEST 3 14 +00 AVAILABLE GRADE OR QUALITY, EXCEPT AS /O % 2 I 2 \ 0 +00 CHELAN PL.N.E. C NOTED. ! ' 1 LV 41 1 z 40 4� 43 44 29 2 zl 2 1 1 42 Lot X i + I UI 1 Q 28 I�yjali W � I 6 1 +0 o 13 +00 T 30 1 z� w 39 Q� I W SCALE I" 40' W1 27 LIJ 40 20 0 40 /2 ml I 33 32 V 2 I GRAPHIC SCALE 3 ±0 2 / z K I I N G SCHEDULE I 38 34 RUN I 2 NO. CONDUIT CONDUCTORS 7 / 26 I i12 +�0 ' J 1 1.5" PVC (SCHEDULE 40) 2 - #8, 1. - #8 BARE 1✓ 2 1.5" PVC (SCHEDULE 40) 2 - #8 J 3 1.5" PVC (SCHEDULE 80) 2 - #8 I 3 I A O I �} 4 1.5" PVC (SCHEDULE 40) 4 - #8, 3 - #14 * x 10 1 - #6 BARE 25 • 00� 37 7 '� 5 1.5" PVC (SCHEDULE 40) 2 - #8, 3 -y14 1-#8 BARE 36 35 / 1 1 I 6 2" PVC (SCHEDULE 80) 3 - #2 (SERVICE) 14 / \ i t * \ I 2 1: 3 - #14 FOR PHOTOCELL II+UOm _ moo \\ pp L U M I N A I R E S C H'EI I D U L I' g � — 1 24 t OF POLE \ 3 LUMINAIRE TO LAMP * MAST CIRCUIT L E G E N D NO. POLE LOCATION (t OF ROAD WATTAGE H ARM NO. REMARKS N.L. 19TH ST. 1 0 +85 N.E. 20TH ST. 23' RT. 100 25' 8' 1 3343 B TYPE M -N -III H.P.S LUMINAIRE WITH DROP 8 s y� LENS, ARM AND ALUMINUM DAVIT STYLE POLE / 2 2 +15 N.E. 20TH ST. 23' RT. 100 25' $' 1 3345 B TYPE M -C -III H.P.S. LUMINAIRE WITH FLAT 2 3 3 +70 N.E. 20TH ST. 23'' LT. 100 25' $' 1 3346 B i LENS, ARM AND ALUMINUM DAVIT STYLE POLE 2 4 5+20 N.E. 20TH ST. 23' RT.' 100 25' 8' 1 3347 B x • CONCRETE PAD LIGHT BASE AND JUNCTION BOX B I - - 5 0 +47 BREMERTON AVE. N.E. 23' RT. 100 25' 8' 1 3 34$ B PVC CONDUIT (SEE WIRING SCHEDULE) 23 p n 6 2 +27 BREMERTON AVE. N.E. 23' LT. 100 25' 8' 1 3349B STREET LIGHT CONTACTOR CABINET AND 16 �V 19 2✓ 2� 22 7 3+97 BREMERTON AVE. N.E. 23' LT. 100 25' 8' 1 33rj1 B FOUNDATION 1/ © JUNCTION BOX B WITH CONCRETE PAD 8 6 +15 CHELAN PL. /N.E. 19TH 23' LT. 100 25' 8' 1 335213 9 4 +52 CHELAN PL. /N.E. 19TH 23' RT. 100 25' 8' 1 3353B 10 2+80 CHELAN PL. /N.E. 19TH 23' LT. 100 25'' 8' 1 3354B 11 1+10 CHELAN PL. /N.E. 19TH 23' RT. 100 25'' 8' 1 3355B 12 13 +55 DUVALL AVE. N.E. 31' LT. 250 40' 8' 2 3 35GF ; �PETRANSPORTATION PLANNING & ENGINEERING, INC. 13 11 +05 DUVALL AVE. N.E. 31' LT. 250 40' 8' 2 3357F' r 2101 112th' AVENUE E. SUITE 110, 13ELLEVUE WA. 90004 (206)455- 5320 k DATE 5 -20-88 STANDARD DAVIT POLE DETAIL, SHEET 2 OF 2. \o F No_ Date Revision App'd By Designed By E. SILL Approved By: CRAFTSMAN HOMES INC. Drawing No " , .H'•• •atiC •• Pf w.a� • s PL A T OF MA Y CREEK HI GHL A NDS Drawn By B. ENGER Date � Horiz. 1 °= 40 , t19. 0••crsre * ° °'�.' STREET LIGHTING PLAN Checked By: D. ENGER Scale: RS�irs (o��ylG �•, fJSro.....E�G�( Vert / a� MAt Sheet / of 2 e• 08 [Mon May 09 13:18:52 19861 IS L' SHAFT Sized as required 2 N.P.S. SLIPFITTER CD. ' O.D. WALL BRACKET . ALLOY 6063 -T6 BOLT . . . TAPERED ALUM.POLE IT' WALL ALLOY 6063 -T6 SATIN GROUND FINISH H 25' 30' 35' $O' 5L 78T 23'3" 283" 3313" T .188 .188 .219 .219 I I" 70 12" BOLT CIRCLE (a) HO GALV.STt. ANCHOR R BOLTS WITH � � 4 I /2" OF BOLT TYPICAL STREET CROSS SECTION NUTS AND WASHERS CABOVE FIN- 8 "O.D.- 151 HANDHOLE 'SHED GRADE // 4"x r OPENING W /COVER ND FL- ROUND .S , 4'CONCRETE FL' ROUND LUG-\,4, S•S. SCREWS TYPICAL LIGHT BASE AND 4, BASE FLANGE ALLOY �• ' - JUNCTION BOX LOCATION' 3 -66 -T6 WITH BOLT :I COVERS a S.S. SCREWS? IHo R/W LINE SIDEWALK CURB RDWY. rL CURB MA 4 — - - - - - - - SIDEWALK Law I R/W LINE 10 MIN. CLEARAN E FROM DRIVEWAY TYPICAL PLAN VIEW ITERMINO BLOCK T Y9d14 ' W6 ONVEPWOM 0 (SYSTEM �;;li HT /NG SYSTEM N /RE.$ TO CON7-4O710,,e _' •S/8 X 8' COPPElZ-CLAA 6,ROVA40 ROO STANDARD DAVIT POLE CONTACTOR CABINETS 81 CIABINET FOUNDATION R R R R TOR oL CIRCUIT WIRES TO LIGHTING RUNS PHOTOCELL WIRING COLOR CODE MOUNTED ON A. WHITE JACKET (NEUTRAL) NEAREST B. BLACK JACKET'(LINE) L.UMINAIRE C. GREEN JACKET '(GROUND) D. RED' JACKET (LOAD) E. GREEN OR BARE COPPER (GROUND) WIRING SCHEMATIC STREET LIGHTING CONTACTOR CABINET TYPE III SERVICE 120/240 VOLT PROVIDE 2 CONTACTORS PROVIDE SPACE FOR 2 FUTURE CONTACTORS r d TO LUM /A/A /RE TYp /CAL ,OES /GN ;6 " I c/UA/OT'On/ BOX FUSE K /TS _ Qu /GK O /SGONNECT 7. Bottom open - 2 "mounting flange (turned inward) on all sides Ort'AIN f/OLE /O AMP /N LJNE FUSE TEST SWITCH 6 48" .GTS - S.E.G. OR EQUAL UTILITY PLUG 70,0 OA- COA14M, e- S,"1- 10E fC /TS A0eAV47101V To 'e—, LEVEL W /TN CLEAR E,00XY Sf'UGE GPOUNO L116 TOPOFSLOEWALK /C/TS ON ALL 7W41 i Z Fl/A/ GROUT W IRE RUNS �5 O? CURB UNOER/°DLEBASE 1 4N g- F�orY FGONC.PETE CONTACTORS pia 1311, -K1 I -61 -1, 1 7z= 1 III1�1111= j�1�j1 II i Ifs 1111 �M Iu II 6,POUNO /y /7E N.� GROUNq I, I'll II �;;li HT /NG SYSTEM N /RE.$ TO CON7-4O710,,e _' •S/8 X 8' COPPElZ-CLAA 6,ROVA40 ROO STANDARD DAVIT POLE CONTACTOR CABINETS 81 CIABINET FOUNDATION R R R R TOR oL CIRCUIT WIRES TO LIGHTING RUNS PHOTOCELL WIRING COLOR CODE MOUNTED ON A. WHITE JACKET (NEUTRAL) NEAREST B. BLACK JACKET'(LINE) L.UMINAIRE C. GREEN JACKET '(GROUND) D. RED' JACKET (LOAD) E. GREEN OR BARE COPPER (GROUND) WIRING SCHEMATIC STREET LIGHTING CONTACTOR CABINET TYPE III SERVICE 120/240 VOLT PROVIDE 2 CONTACTORS PROVIDE SPACE FOR 2 FUTURE CONTACTORS CLAMP II I II u 4.• u Pic if II CONOU /T II SYSTEM L' c J 3' Sa•ORD /A. CONCRETE FOUNIJAT /ON � --U .0 2. 12 gouge (min.) galvanized sheet steel r d 3. Welded seam construction F /LL 4. Door with concealed hinges (left side) LOAD CENTER 0 ° 7. Bottom open - 2 "mounting flange (turned inward) on all sides �' 3" B. 4- 3/8 "x 16" anchor bolts w /nuts and washers TEST SWITCH 6 48" UTILITY PLUG GL -CAL.. .Q5F C70eIZE,0 STREET-LIGHTING �5 OR 0-1117E- vent 1 Z- EEki ,,0 F�orY ON',BL 4CK CONTACTORS .Ei�irC-+QDUrVO �M Iu N.� MIN. FRONT VIEW PLAN VIEW SIDE VIEW CABINET EQUIPMENT I. Pin tumbler- type stainless steel Best Core Lock (or equal) Keyed for CX -I with 2 Keys CLAMP II I II u 4.• u Pic if II CONOU /T II SYSTEM L' c J 3' Sa•ORD /A. CONCRETE FOUNIJAT /ON � --U .0 2. 12 gouge (min.) galvanized sheet steel `E/Ooxy 3. Welded seam construction F /LL 4. Door with concealed hinges (left side) 5. Interior- white baked -on enamel 6. Exterior- gray- Etch galvanized surface- before pointing. 7. Bottom open - 2 "mounting flange (turned inward) on all sides �' 3" B. 4- 3/8 "x 16" anchor bolts w /nuts and washers 9. 4- 1/4" triangular shaped corner lock-down plates CABINET FOUNDATION 2" G.L. i It 11 It 11• �� I'a /I' 22' SIZE TO FIT CABINET (SIZE TO FIT CABINE FRONT VIEW SIDE VIEW CONCRETE PAD DETAIL LIGHTING STANDARD 8 JUNCTION BOX ,ate•, ;� •i I ° a. •%'• 0 STREET LIGHT POLE-"*/ OLE JUNCTION BOX PLAN VIEW SIDE VIEW ow)". s INDIVIDUAL JUNCTION BOX P1 AN V IFW TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7 0" VAR. 3' " MIN. c 6 " ' 1-_.I. _J FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD I 3' 0" 3' 0" 411 DEE P . 4 a.'n:t•� rJ., ulati ^ —L:?�: :;tiwti•.`- ' ^•�,k 1 I I I FRONT VIEW SIDE VIEW NOTE: CLASS .Br CONCRETE TO BE USE IN CONSTRUCTION OF PAD NUMBERS 7D BE /A/ST,4GL DEGs'L 4141 BE/Pr,S 2 "TO 2i " /N� /FJGNT �/�?T /CAC L y /.VS7,941 E,0 ONLY /,V of cr/cAry�e 5'0* oR AaOps- �/U�y,BE�P %/1/G EX•4MPL£S E7TZ'R SaF/XEo LET7L',t? PTec1rxo I L C /Tj- Dif"NZ -0 PUGEi Poy/E.Q loaN yrEyV 191/1- /ME 5/°L/GE !'YYE Sl1.JCE r 4- V2 "x 16" ANCHOR BOLTS S9�LIGE 9</T S/ /e :�r L /6n A S/, 4A1,o, RD OECAL. J111M,6.cR 1N6 SYSTEM -G.L. CONDUIT ENTR. AREA- TRANSPORTATION PLANNING & ENGINEERING, INC. 2101 1121111 AVENUE N. E.! SUITE 110. BEI.LEVUE WA. 90004' (2061455 -5320 PLAN ° ° 5 -20 88 ao°° vlEw_ o o H. CRAFTSMAN HOMES /NC. No 0 o Designed By:. E. SILL APProved By. jJ \� Drawing o?,�°� PL A T OF MAY CREEK H/GHL ANDS Drawn By B. ENGER Date f" f q Y : r -.r... s -T 2' Z �., �' 3" 4-- vc, GL -CAL.. .Q5F C70eIZE,0 C1077110 6a.0 �5 OR 0-1117E- t� T�9FF /G Z- EEki ,,0 F�orY ON',BL 4CK .Ei�irC-+QDUrVO loaN yrEyV 191/1- /ME 5/°L/GE !'YYE Sl1.JCE r 4- V2 "x 16" ANCHOR BOLTS S9�LIGE 9</T S/ /e :�r L /6n A S/, 4A1,o, RD OECAL. J111M,6.cR 1N6 SYSTEM -G.L. CONDUIT ENTR. AREA- TRANSPORTATION PLANNING & ENGINEERING, INC. 2101 1121111 AVENUE N. E.! SUITE 110. BEI.LEVUE WA. 90004' (2061455 -5320 PLAN ° ° 5 -20 88 ao°° vlEw_ o o H. CRAFTSMAN HOMES /NC. No 0 o Designed By:. E. SILL APProved By. jJ \� Drawing o?,�°� PL A T OF MAY CREEK H/GHL ANDS Drawn By B. ENGER Date f" f q Y : r -.r... s