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HomeMy WebLinkAboutzT-3258SetN.. � y � PORTION OF THE SE 1/4, SE 1/4 SEC. 19, TWP. 23N, RGE, 5E, W.M. c' N.-I Z a J CL CL v 0 440,4 U) Qo o F-4 3 Z 1+1 Q' c .j m C C:; -� v ci t 0 CIRCUIT 0 1 REMARKS CITY OF RENTON STANDARD PLANS Z BASIS OF BEARING SEE SHEETS 16 AND 17 SCH. 80 1� THE CENTERLINE OF SOUTH 23RD STREET BETWEEN TWO 3 - No.8 a NO. TITLE FOUND MONUMENTS, WITH THE BEARING OF SAID LINE BEING cLI JR -02 STANDARD 30 FT DAVIT POLE = NORTH 89'58'01" WEST PER WSDOT CARR RD. TO GRADY W F" 3 - No.8 WAY RIGHT OF WAY PLANS FOR SR 515, APPROVED SCH. 80 Q3 A NOVEMBER 5, 1971. JR -05 MAST ARM WIRING DETAIL O .�. a� 3 N X J DATUM W N N yj JR -07 CONCRETE PAD DETAILS THE VERTICAL DATUM FOR THIS SURVEY IS NAVD 88, BASED ON �0- JR -09 STREET LIGHT CONTACTOR CABINET WSDOT MONUMENT DESIGNATION NUMBER IS17170 WITH A PUBLISHED cn -- W ELEVATION OF 230.74 FEET AND CABINET FOUNDATION W BENCHMARK IX a: #1 SET PK NAIL APPROX. 8' WEST OF THE WEST E ES END CONCRETE WALK AT THE JR -11 TYPE III SERVICE CABINET SW COR OF THE INTX OF SR 512 AND S. 21 ST ST. W CC ♦/� ELEV= 207.60 N= 52581.74, E= 396354.10 #2 FND REBAR AND CAP AT THE SE COR OF SUBJECT PROPERTY V) ELEV= 205.96 N= 52576.57, E= 396110.19 CL v 0 440,4 U) Qo o F-4 3 Z 1+1 Q' c .j m C C:; -� v ci t 0 0 1176 N - o 20 0 20 40 1 " =20' L" scale feet 0 ki.rG or Ihu Mor 0* 2004 of J D.pm by Oil Nelsley r iir Nome. R ` ro*Ps l YM(Com.rst)100f 0.1 � dwq �5heets fG 1 NC if01 dwq Score. 40 ♦ w r 29 +00 30 +00 S. 21ST STREET 0 1+00 10 I --� LUMINAIRE SCHEDULE NOTES: THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS IN ACCORDANCE WITH CITY OF RENTON STANDARDS. THE TRAFFIC CONTROL PLANS SHALL BE APPROVED PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY. ALL ROADWAY LIGHTING SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND SPECIFICATIONS SO 21ST STREET IS A RESIDENTIAL COLLECTOR STREET. PROPOSED INTERIOR ROAD IS A LOCAL RESIDENTIAL STREET. CONSTRUCTION NOTES: OINSTALL TYPE 1 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN JR -016 (SEE SHEET 16), AND ROUTE CONDUIT TO PUGET POWER SOURCE. COORDINATE WITH PUGET POWER FOR SERVICE CONNIE I (('�� N., jo I o q4 J 2 INSTALL TYPE III 120/240 V SERVICE CABINET 100-M AND F NDATION PER CITY OF RENTON STANDARD PLANS J008, dill", , ND J012 (SEE SHEET 16). SERVICE CABINET SHALL BE SKYLINE MODEL 47700 -R OR APPROVED EQUAL. REFER TO BREAKER SCHEDULE THIS SHEET. 3 INSTALL LUMINAIRE, FIXTURE, POLE (LUMEC P135A- 14- COLTX), FOUNDATION, JUNCTION BOX, AND CONDUIT PER CITY OF RENTON I STANDARD PLANS J007, J008, J014, J015, J016 AND JR -02 (SEE SHEETS 16 AND 17). LUMINAIRE SHALL BE 100 -WATT 240 V HIPS I (LUMEC MODEL Z40 -WATT- DIST-AC -VOLT- SFZ4 -PH 7/VILT-COLTX). OINSTALL PHOTO CELL ON NEW LUMINAIRE POLE. LEGEND +--X PROPOSED STREET LIGHT m PROPOSED TYPE 1 J -BOX P PROPOSED CONDUIT IZ1 PROPOSED SERVICE CABINET CONDUCTOR SCHEDULE Z� RUN CIRCUIT CONDUCTOR O n REMARKS CITY OF RENTON STANDARD PLANS all 3 - No.2 SEE SHEETS 16 AND 17 SCH. 80 1� A 3 - No.8 2" PVC NO. TITLE STANDARD Be JR -02 STANDARD 30 FT DAVIT POLE y g W/ PHOTOCELL Q A 3 - No.8 2" PVC SCH. 80 Q3 A 3 - No.8 JR -05 MAST ARM WIRING DETAIL SCH. 80 a a� 3 10 � JR -06 TYPICAL LIGHTING UNDERGROUND SYSTEM Vf W N N yj JR -07 CONCRETE PAD DETAILS �0- JR -09 STREET LIGHT CONTACTOR CABINET cn -- 3 AND CABINET FOUNDATION IX JR -10 STREET LIGHTING CONTACTOR CABINET SCHEMATIC JR -11 TYPE III SERVICE CABINET W CC JR -35 LIGHT BASE AND JUNCTION BOX LOCATIONS V) a JR -36A TYPICAL CONCRETE PAD DETAILS a a JR -36 JUNCTION BOX DETAILS 0 1176 N - o 20 0 20 40 1 " =20' L" scale feet 0 ki.rG or Ihu Mor 0* 2004 of J D.pm by Oil Nelsley r iir Nome. R ` ro*Ps l YM(Com.rst)100f 0.1 � dwq �5heets fG 1 NC if01 dwq Score. 40 ♦ w r 29 +00 30 +00 S. 21ST STREET 0 1+00 10 I --� LUMINAIRE SCHEDULE NOTES: THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS IN ACCORDANCE WITH CITY OF RENTON STANDARDS. THE TRAFFIC CONTROL PLANS SHALL BE APPROVED PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY. ALL ROADWAY LIGHTING SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND SPECIFICATIONS SO 21ST STREET IS A RESIDENTIAL COLLECTOR STREET. PROPOSED INTERIOR ROAD IS A LOCAL RESIDENTIAL STREET. CONSTRUCTION NOTES: OINSTALL TYPE 1 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN JR -016 (SEE SHEET 16), AND ROUTE CONDUIT TO PUGET POWER SOURCE. COORDINATE WITH PUGET POWER FOR SERVICE CONNIE I (('�� N., jo I o q4 J 2 INSTALL TYPE III 120/240 V SERVICE CABINET 100-M AND F NDATION PER CITY OF RENTON STANDARD PLANS J008, dill", , ND J012 (SEE SHEET 16). SERVICE CABINET SHALL BE SKYLINE MODEL 47700 -R OR APPROVED EQUAL. REFER TO BREAKER SCHEDULE THIS SHEET. 3 INSTALL LUMINAIRE, FIXTURE, POLE (LUMEC P135A- 14- COLTX), FOUNDATION, JUNCTION BOX, AND CONDUIT PER CITY OF RENTON I STANDARD PLANS J007, J008, J014, J015, J016 AND JR -02 (SEE SHEETS 16 AND 17). LUMINAIRE SHALL BE 100 -WATT 240 V HIPS I (LUMEC MODEL Z40 -WATT- DIST-AC -VOLT- SFZ4 -PH 7/VILT-COLTX). OINSTALL PHOTO CELL ON NEW LUMINAIRE POLE. LEGEND +--X PROPOSED STREET LIGHT m PROPOSED TYPE 1 J -BOX P PROPOSED CONDUIT IZ1 PROPOSED SERVICE CABINET CONDUCTOR SCHEDULE Z� RUN CIRCUIT CONDUCTOR CONDUIT REMARKS �S A 3 - No.2 3" PVC SCH. 80 1� A 3 - No.8 2" PVC SCH. 80 STANDARD Be 3 - No.12 y g W/ PHOTOCELL Q A 3 - No.8 2" PVC SCH. 80 Q3 A 3 - No.8 1 4 "PVC SCH. 80 BREAKER SCHEDULE SERVICE do CIRCUITS MAIN BREAKER AMPS BRANCH BREAKS R AMPS CONTACTOR AMPS REMARKS _SERVICE CIRCUIT _A CIRCUIT B 100A 30A 30A 30A REMARKS ILLUMINATION ILLUMINATION SPARE) 10 +32.43, 32.74'LT 30A - A we STANDARD Be CITY OF y g NEiH LUMINAIRE, NEW NEW POLE, PHOTOCELL LUMINAIRE NUMBER STATION TYPE III DIST -WATTS CIRCUIT HT. PLATE ARM BASE POLE NO. REMARKS L1 10 +32.43, 32.74'LT M -C_ -III -10_0 - - A we STANDARD Be CITY OF y g NEiH LUMINAIRE, NEW NEW POLE, PHOTOCELL L2 - - - - - 11 +49.89, 21.80' LT M -C -III -100 A J _ STANDARD _ 8' _ _RENTON CITY OF RENTON ?► A V g NEW LUMINAIRE, NEW POLE - - -- - - -- - ---- - ROLL200 r o3258o i FFR 0 0 4 RECOMMENDED .F APPROVAL By: Dote: I Date: �L.. By: BY. Dote: m 0 r oV x�o ` o c c- 0 3:1 00 o o Qz O � .o o � • N O O L- > A o C'\.•''' g o" . C U Oa ,� 0 soft H � LA Q o .� Cc N `� C 4)��:r ZZ � t a U o a J I 40a . � D (Am Lm o a a� 3 10 � W Vf W N N yj C �0- CN cn -- o IX W CC V) m 0 r oV x�o ` o c c- 0 3:1 00 o o Qz O � .o o � • N O O L- > A o C'\.•''' g o" . V C U Oa ,� 0 soft H H LA Q v .� Cc N `� C 4)��:r ZZ � t wo U o a J I 40a . � J Lm o � a� 3 10 � W Vf W r N W.- C �0- CN V C a Oa ,� 0 soft H H 4 Q v .� Cc N `� C 4)��:r � t wo Em o Z Qw I 40a . ...� J oZ Lm o � a� 3 W W r N Q C �= CN cn -- o C • V • E i • so dr • 0 w � i o a A CV • o O v co N < ... •• W •' No N Y 0. ,� 0 soft Z Cc Imm 4)��:r wo a Z Lm I 40a . ...� J _i Lm o am W (D= w NO) I co SHEET 15 Date: I OF 19 cm : T- 32560/ I 0 w c c w y z 1 Omni x 1 N it to N �'- PORTION OF THE SE 1/4v P 0 0 0 SE 1/4 SECe 19, TWP. 23N, SE, E COINI�AENDED FOR APPROVAL • O p {D Oo s N N •+ By: Date: o 2" N.P S. SLIhFITTE IR O - LIGHTING STANDARD & JUNCTION BOX By' Date: FUSE KITS QUICK DISCONNECT Q � 10 AMP IN LINE FUSE KITS B TO LUMINAIRE 7, y Dote: = S.E.C. OR EQUAL 0 By: Date: ro m ----o ov 0 ov O (n O TYPICAL DESIGN '8' s O v O i O v W I-- BRACKET CABLE 2 JUNCTION BOX - ' /4" MINIMUM 4� v o v0 D b O o v ►v ve t/) GROUND LUG DRAIN HOLE / 4 a 0 4 �; a Q O M /° Rb4 V T_ . M O � W _ SPLICE KITS CLEAR EPDXY 4 D s 3 U U_ �' O W Li SPLICE KITS ON ALL THRU 2" MIN. GROUT 'OP OF CONCRETE FOUNDATION TO p °/ J N WIRE RUNS UNDER POLE BASE BE LEVEL WITH TOP OF SIDEWALK a �/ a ° e OR CURB. ,v o "Poo, ► O. 4" CONCRETE PAD � • 5" ° `� a ° v P v 4' EP M N r-• O W 2" BY 3/4" REDUCING WASHER STREET LIGHT POLE • In II PLAN VI yy "NCTION BOX II II m a ,�. - L E W 3/4" ROMEX CONNECTOR ' , II , (I \�� �- INDIVIDUAL JUNCTION BOX poll I III 04 ° o •� '� o SINGLE OR DOUBLE MAST - I C •� O • WITH LOCKNUT X18 BARE COPPER II II ° 4 \ — s > ARM AS REQUIRED GROUND WIRE II II ° ' ° ° ° ° " 1, I — 0 O IL O GROUND I I I o� b O b O v 0 >S 0 s C W Z " CLAMP I ! I o �v o e O 10 0 0 O N � .�. 3/4 II 4' z , 10 SIDE VIEW "A 7 � (oi a° O 4 z - PVC CONDUIT II I II � � r VFOIR SYSTEM 4 DOUBLE MAST ARM, lL NOTE: D e o o 1 INSTALL 2ND CABLE 2 - LIGHTING SYSTEM CLASS B CONCRETE TO BE USED O ► o .v v v O O WIRES TO CONTACTOR IN CONSTRUCTION OF PAD ` BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES STRAIN REIN' DETAIL (SIZED AS REO'D. CONCFXM PAD DSTAIW . ui ARE ON SAME CIRCUIT ) TYPICAL LIGHTING UNDERIGROUND SYSi'SI[ CONCRETE PLAN VIEW 1' ADOPrI�D MAST ARM WIRING DETAIL ADOPTI® FOUNDATION ADOpZ�Ip ��'� Lu an Cr • 3' SO. OR DIA. • • Cr" cr �� • : • O �� tfs� • �� �� 5/8'x8' COPPER CLAD IR � R� � D� 10 /�q/N G\••..so ••��i� � >� 10/�0M GROUND ROD Irfe DID!! 1 .y S par By DWG. NAME: JR -05 SP PAGE: J006 DWG. NAME: JR -06 SP PAGE: J007 LANG. NAME: JR -07 SP PAGE: J008 C�;• :� n .� rioo"%e STRAIN RELIEF DETAIL rio_i� � , N• go YPICAL LIGHT IN G UNDERGROUND SYSTEM CO N CRETE PAD DETAILS .L � o _ �-2 $�- ��'••S•• Q �� 0 '6- MIN. 0 STREET LIGHTING CONTACTOR CABINET •4- O 3 CABINET EQUIPMENT WIRING SCHEMATIC E 0 TYPE III SERVICE 1202240 VOLT U U LOAD CENTER �ORHAMaA EL LA 1 . PIN TUMBLER-TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) BcRa KEYED FOR CX -1 WITH 2 KEYS L I PEAK. SAS it CQ_ �`' EEST SWITCH ac 2• 12 GAUGE (MIN.) GALVANIZED SHEET STEEL e^4,,,g �OR CM B A 3. WELDED 5EAM CONSTRUCTION A WHITE JACKET (NEUTRAL) d ! UTILITY PLUG B BLACK JACKET (LINE) J 4. DOOR WITH CONCEALED HINGES (LEFT SIDE) B. BLACK JACKET (LINE) O) 14' � O VENT 5. INTERIOR - WHITE BAKED -ON ENAMEL AMAIN (�fi!EAKER (M.n.; D. RED JACKET (LOAD) oy ` 10 6. EXTERIOR - GRAY. ETCH GALVANIZED SURFACE BEFORE PAINTING 2 POLE 240 VOLT E. GREEN OR BARE MIRE (GROUND) N C TREET LIGHTING 7• BOTTOM OPEN- 2" MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES � r -��� ! CONTACTORS 8. 4 -1/2 "X16" GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS '' y Q) op .� 09 � � 9. 4 -1/4" TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES 0 � C • w C •C M C� I C BRANC �114EAKERS 7 f 2' MAIF BUSH N O a 10 16" 10" 120/2 .ItT Z � BuSHI F VIN V N SWITCH t 6 P CFII L V. © `9111 STRIP v FRONT VIEW PLAN VIEW SIDE VIEW c CONTACTOR CABINET i © '*� - 4 -1 /2`XT 6 "GALVANIZED �- ` ANCHOR BOLTS (TYP) TERMINAL a ■� C ST g ZD - CONDUIT ENTR. AREA B a / I I s , a!CEPT. 33 F-- • 1 m0 ti o C14. --G.L. y 1 U5E ORAWW6 ` 11A E W 4 UnUTr V 1. � 11 1 Y .� �I 1 _ • • • \I •1)4 • • . •l� • • A PLUG (GfI) O ?. (V G G• • I //jj�� / /I1 14 ;ke)w4 n, C) 1p 4 1A a, a V CONTACTORS W 4 •• • •. • 4 e A A A STREET LIGHTING AS REG O L W . 4 • •• B CONTACTORS 1n B g Q 'W PLAN VII E W � �\ m SIZE TO FIT SIZE TO FIT CIRCUIT WIRES TO LIGHTING RUNS ��� � u A SERVICE FEEDERS •� E I CABINET CABINET 07RM LIGHT CONTACTOR CABINET �>Ho CELL To GROUND BTRM IJGHTING CONTACTOR �/� O ;ACEWAY f* TH TYPE III SERVICE CABIN Ur FRONT VIEW SIDE VIEW AND CI1HDig1' t'OUNDATION M A�`so ON Roo ���, 9(•i9YATIC REMOVABLE '` CABINET FOUNDATION ��� " "" ADOPTED COVER ADOPT>'!� C8T �)�tal C92T Cr C9" 0 F` ��,2 + en El"M n"11• TYPL III SERVICE CABINET tut DM 1 o/30/re � n►�! 10 /ao/re � � 1 RPJOIe1AT ro 11•f11r acv oRT DWG. NAIVE: JR -09 SP PAGE: J010 • DWG. NAME: JR -11 SP PAGE: J012 O DWG. NAME: JR -10 SP PAGE: JO 11 2 #D r � in-in STREET LIGHT CONTACTOR CABINET �o�� ST rJOI"2*� �'°°0� 8L_2 REET LIGHTING CONTACTOR T YPE III SERVICE CABINET to o 1111ft AND CABINET FOUNDATION $�-� 8L- " 0. CABINET SCHEMATIC = = o • r _.. EL 'Q !- ;C O n R/W LINE •- E iii • . A LEGEND DETAIL I "Nom �1 NNIM ; TYPICAL LIGHT BASE AND JUNCTION BOX a .s .2 .• s'DEwAIK SIGNALS JUNCTION BOX DIMENSION TABLE CONCRETE PAD = a- n M � 0 O C ORB QQX TYPE TYPE �— C ---- -I UGH TING Iblt BOX Outside length R/W LINE •- E iii • . A LEGEND DETAIL I "Nom �1 NNIM ; TYPICAL LIGHT BASE AND JUNCTION BOX a .s .2 .• s'DEwAIK SIGNALS JUNCTION BOX DIMENSION TABLE CONCRETE PAD = a- n M � 0 O C ORB QQX TYPE TYPE �— C ---- -I UGH TING Iblt BOX Outside length 22- TS -LT (Mork L) 33' Box outside Mldth 17" , 7 TELEMETRY BON Inside Length I q ROADWAY 28" Box Inside Width TRAFFIC SIGNAL SYSTEM LEGEND 2' TO 4' m n is L� Form Letters with 1/8" Weld Bead. 1' -2 13 13 17 I Grind off Diamond Pattern FRB OVERHANG 12- Lid & "turnip (h 80 Thn Wwn t,ih+ 5116' E before forming letters. 1 1/2" SIDEWALK H* ACi OF 1 I 2** tRire Renforcement w -3 W -2.5 z IT, Le end I URB TO R/1N LINE N R � See DOWW i See Detoi R OF POLE P t ITEM QQX TYPE TYPE I TYPE 2 Iblt BOX Outside length 22- 22' 33' Box outside Mldth 17" , 7 22 112- BON Inside Length 16' 19' 28" Box Inside Width 13. 14' 17' Lid Length is 1S 26 1 2' Lid Odth 13 13 17 Box D th 12' 12' 12- Lid & "turnip (h 80 Thn Wwn t,ih+ 5116' 5116" 5/16* 1 1/2" 11 2 1 I 2** tRire Renforcement w -3 W -2.5 W -2 5 Le end I See DOW See DOWW i See Detoi 3' -0" 7' -0" VARIABLE MIN. 0 4ri-- • . 1. (� L J r • LAN VIEW FRONT VIEW SIDE VIEW CLEARANCE FROM DRIVEWAY F ROADWAY ILLUMINATION SYSTEM LLGEND ITEM MATERIALS ALTERNATE PLAN VIEW SIDEWALK " eax 6000�«e BOX 'E Y me w TYPICAL JUNCTION BOX '' _�. I T — �� 1 ✓ _ m • : _' t �n+onNO Slog C. el R T - &X B Ankil ..� ,.. •� ( per i tl - A IlED 5TEEL i } 2 Hooks ) 4" .. 1=j W46 2' To.' TYPiCAL_STREET SIGH_? NOTES - .parr TAPERED ALUM POLE ', WAIL OVERHANG 2" ELEVATION VIEW I An d-rr+enslons ore m1mmum. Exact Cori} urohons vor m 9 y among d }for T manufacturers' L - -- J IBM ALLOY 6063- T6 SATIN GROUND FINISH F C U N D A T i ON LOCATION I'" The noted lid tf+ickene►s overall minimums Tne Diamond Pottrr' for type t or Type ? H' Boxes 0011 be 21M minimum of owron thickness FRONT VIEW SIDE VIEW � O . Lid support -ambers s►+oll be welded to the frome Q Q W /CO RE& SS SCREIWS SL Z a 4000P9 convete is 0110 if ,� o c waited to the home ox reinforcement consists of 6 X 6 - w3 X W3 +aided C " "e' b" TYPICAL .;UNCTION _UOX 'C' 4 uj W GROUND LUG INSIDE POLE „I x i x When noted :r the contract. Type 2 and type 3 Boxes shoe be provided with 12' deep yJ tisI DE Pot E —� -- -- CONCRETE PAD Z _ Wen on boxes P � � Wen noted in the contract. Type ?Boxes shall be provded w�th a TC' X 27 1 / ?' TO i' -0" 3'- 0' _ , -BELL ENDS 1 6" � ►� gape CINCH plate compete with fasteners ON CONDUIT "� Non concrete Bores may be submitted for approve, Evoluction will inClude on H -20 rpm 9 I 11 good 'est 4 6" GRAVEL PAD ilOf!! H= AND JVtK,7'1p1 iACATl01f' STREET LIGH' CONDUIT C OM o A C T E � N Juper BOOT DU MS I I "P= CONCIMM PAD AIMAM I TRENCH DEPTH 24' ADOPM — — J ADOPM — -- cm 4w T T • • ldi01�� �Y� ' Yn �!� L ,l�N� T QN _ QX ' M �T Al!`A T L 4N � T A_i n*o Q! � v t•RIo11 C* R ON T VIEW SIDE VIEW e ALIERNA , E S RE_E CROSS SECTION T oR* air 9M IV" ! �! 11 rum M IIr WM 1 t /7/N rr► r r DWG. NAME: JR -35 DP PAIGE: J014 1 I ONO. NAME: dR -36 !P PAIGE: J016 ONG. NAME: JR -3M V MOE: AIS SHEET X14 _ -__ LIGHT BASE AND JUN CTION BOX LOCATIONS Ole JUNCTION BOX.- DETAILS o,d TYPICAL_ CONCRETE PAD DETAILS 16 sL -Z OF 19 Cz -r-- 32SBo2 Ord. O N O c w r.. r. X C' : _x r 4 y O 1 I� 1 W N tA 00 4 H ?S' 30' 3S' 40' I [i N� \ PLANTER STRIP So nEuL.. LnGoT ,CONDUI' L - - - - __ _-- u - —u— -'� • �'E II BOX • , I Antlhprs .tx1R3/16. 'Long �Ati cwtarv_c F-- �- K HOOK DETAIL SYMBOLS Reilfeosllwlt Diamond Plate Steai - A7tIB CONCRETE PAD 3' -0" 3'- 0 i 1 1 'A'- 23'- 28'- 3''- Steel tyre or TM Plate' ASTM A -S? Steel 1 O 1B 1 1 ..� ,.. •� ( per i tl - A IlED 5TEEL i } 2 Hooks ) 4" .. 1=j W46 2' To.' TYPiCAL_STREET SIGH_? NOTES - .parr TAPERED ALUM POLE ', WAIL OVERHANG 2" ELEVATION VIEW I An d-rr+enslons ore m1mmum. Exact Cori} urohons vor m 9 y among d }for T manufacturers' L - -- J IBM ALLOY 6063- T6 SATIN GROUND FINISH F C U N D A T i ON LOCATION I'" The noted lid tf+ickene►s overall minimums Tne Diamond Pottrr' for type t or Type ? H' Boxes 0011 be 21M minimum of owron thickness FRONT VIEW SIDE VIEW � O . Lid support -ambers s►+oll be welded to the frome Q Q W /CO RE& SS SCREIWS SL Z a 4000P9 convete is 0110 if ,� o c waited to the home ox reinforcement consists of 6 X 6 - w3 X W3 +aided C " "e' b" TYPICAL .;UNCTION _UOX 'C' 4 uj W GROUND LUG INSIDE POLE „I x i x When noted :r the contract. Type 2 and type 3 Boxes shoe be provided with 12' deep yJ tisI DE Pot E —� -- -- CONCRETE PAD Z _ Wen on boxes P � � Wen noted in the contract. Type ?Boxes shall be provded w�th a TC' X 27 1 / ?' TO i' -0" 3'- 0' _ , -BELL ENDS 1 6" � ►� gape CINCH plate compete with fasteners ON CONDUIT "� Non concrete Bores may be submitted for approve, Evoluction will inClude on H -20 rpm 9 I 11 good 'est 4 6" GRAVEL PAD ilOf!! H= AND JVtK,7'1p1 iACATl01f' STREET LIGH' CONDUIT C OM o A C T E � N Juper BOOT DU MS I I "P= CONCIMM PAD AIMAM I TRENCH DEPTH 24' ADOPM — — J ADOPM — -- cm 4w T T • • ldi01�� �Y� ' Yn �!� L ,l�N� T QN _ QX ' M �T Al!`A T L 4N � T A_i n*o Q! � v t•RIo11 C* R ON T VIEW SIDE VIEW e ALIERNA , E S RE_E CROSS SECTION T oR* air 9M IV" ! �! 11 rum M IIr WM 1 t /7/N rr► r r DWG. NAME: JR -35 DP PAIGE: J014 1 I ONO. NAME: dR -36 !P PAIGE: J016 ONG. NAME: JR -3M V MOE: AIS SHEET X14 _ -__ LIGHT BASE AND JUN CTION BOX LOCATIONS Ole JUNCTION BOX.- DETAILS o,d TYPICAL_ CONCRETE PAD DETAILS 16 sL -Z OF 19 Cz -r-- 32SBo2 Ord. O N O c w r.. r. X C' : _x r 4 y O 1 I� 1 W N tA 00 4 O N 00 r` CL 0 0 0 3 V .j m 1` v 0- D � Q O w Q O m 4 0 LANE LINE PORTION OF THE SE 1/4, SE 1/4 SEC. 19, TWP. 23N, RGE, BE, W.M. MARKING 7,_8. STANDARD VEHICLE WHEEL PATH > 1 -� 3 MIN. MIN. 2" CLASS "B" 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR4000W * MINIMUM ACP CLASS 'E' SHALL BE: PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS do INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' OR 'B' RESIDENTIAL ACCESS STREETS - 2" ACP CLASS To OR 'B' ** NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR DETERMINING PAVEMENT THICKNESS. 4 4.5' MIN. i MIN. "3 ' - MIN. - ACP CLASS MIN. 'E' OR 'B'* 6" CRUSHED SURFACING TOP COURSE LANE WIDTH OVERLAY EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER LANE WIDTH OVERLAY FOR FLEXIBLE PAVEMENT ONLY ADOPTED / C1TY OF RIMN VrAMARD PLANE KAT DATE 12/98 DWG. NAME: HR -05 SP PAGE: H032 (FOR FLEXIBLE PAVEMENT ONLY) Sued as required z "N.Ps /SLIPFITTER 4 V2"0.1). WALL BRACKET S9 R. ALUM. Al LOY 6063-76 I 1/2' B NC LOCK60LT Z- GR. le- S S.S. `FLUSH JOINT 4 1/2- 0.0 TAPFRFD ALUM, POLE Iea WALL ALLOY 6063- T6 SATIN GROUND FINISH 23'3' SHAFT 30'O- 11- TO 12" DOLT CIRCLE in O O O In 01 (4) 1" BNC GALV. STL !j 4 1/2 OF BOLT O F— w CO) cc 4c ZJ PAD �� 4-R 6` G �QJ� �0 ` J ui N�Vp 000 1 6_ BASE FLANGE. ALLOY } _A41 r !-SS6 -T6 WITH •OLT � !! COVERS S S.S.SCREWS —4#bgi- CL 0 0 0 3 V .j m 1` v 0- D � Q O w Q O m 4 0 LANE LINE PORTION OF THE SE 1/4, SE 1/4 SEC. 19, TWP. 23N, RGE, BE, W.M. MARKING 7,_8. STANDARD VEHICLE WHEEL PATH > 1 -� 3 MIN. MIN. 2" CLASS "B" 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR4000W * MINIMUM ACP CLASS 'E' SHALL BE: PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS do INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' OR 'B' RESIDENTIAL ACCESS STREETS - 2" ACP CLASS To OR 'B' ** NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR DETERMINING PAVEMENT THICKNESS. 4 4.5' MIN. i MIN. "3 ' - MIN. - ACP CLASS MIN. 'E' OR 'B'* 6" CRUSHED SURFACING TOP COURSE LANE WIDTH OVERLAY EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER LANE WIDTH OVERLAY FOR FLEXIBLE PAVEMENT ONLY ADOPTED / C1TY OF RIMN VrAMARD PLANE KAT DATE 12/98 DWG. NAME: HR -05 SP PAGE: H032 (FOR FLEXIBLE PAVEMENT ONLY) Sued as required z "N.Ps /SLIPFITTER 4 V2"0.1). WALL BRACKET S9 R. ALUM. Al LOY 6063-76 I 1/2' B NC LOCK60LT Z- GR. le- S S.S. `FLUSH JOINT 4 1/2- 0.0 TAPFRFD ALUM, POLE Iea WALL ALLOY 6063- T6 SATIN GROUND FINISH 23'3' SHAFT 30'O- r o: o a .e A 0 STANDARD 30' DAVIT POLE PROVIDE MAINTENANCE ACCESS BY WELDING (4) 0 00 CROSS BARS TO (4) VERTICAL BARS AS SHOWN. o HINGE UPPER ENDS W /FLANGES /BOLTS AND F• PROVIDE LOCKING MECHANISM (W /PADLOCK) ON 0409 gg LOWER END. LOCATE LADDER STEPS DIRECTLY BELOW 00 o< In 3/4 "0 SMOOTH BARS d u h EQUALLY SPACED - (4" O.C. MAX.) A PLAN VIEW N.T.S. LOWER STREEL BAND 3/4" THICK x 4" WIDE FORMED TO FIT IN 24" GROOVE OF CB RISER NOTE E1) I • e TYPE z ce SECTION 11 -A N.T.S. ROLL200 Owl) 1� L\ aSU�w 17V AC412V4 aPvS4&0 PLAN.. --•- � '• G" 810M CA O C. I co Ac) 1 SEGTiLX/ COX a%4 ,y4 w NOTE: 1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976. 2. THE CASTINGS SMALL BE GRAY -IRON CASTINGS, ASTN DESIGNATION A -48. CLASS 40. THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. 3. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVEMENT, A CEMENT CONCRETE BASE WILL NOT SE NECESSARY. 4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7- 05.3(1) FOR ADJUSTMENTS TO GRACE. 1 3/4" THICK x 4" WIDE LONG SMOOTH BARS WELDED TO UPPER do LOWER BANDS (24 BARS EVENLY SPACED, SEE NOTE 1.) HOOK CLAMPS (4) PLACE EVENLY SPACED, SEE 'HOOK CLAMP' DETAIL I&AUMMA Cary A Cover ADOPTED CITY OF RLYMN CrANDAM FLAW UM DATS: i -P."e T1T11A \t A sID. Tl10 AA nn n • nr■ •inn, MONUMENT CASE S COVER SEE NOTE 1 A SMOOT VERTICI BARS UPPER STEEL BAND 3/4" x 4" WIDE 3/4" THICK x 4" WIDE LONG SMOOTH BARS WELDED TO UPPER do LOWER BANDS (24 BARS EVENLY SPACED, SEE NOTE 1.) STANDARD GALVANIZED SETPS (TYP.) d 1 TRASH RACK • .r ETAIL 006 HI AI CI CB RISER HOOK CLAMP DETAIL N.T.S. r- 325803 NOT&S: 1. DIMENSIONS ARE FOR INSTALLATION ON 54" DIA. CB FOR DIFFERENT DIA CB'S ADJUST DIMENSIONS TO MAINTAIN 45' ANGLE ON VERTICAL BARS AND 4" O.C. MAX SPACING OF BARS AROUND LOWER STEEL BAND. WHEN VERTICAL BAR SPACING EXCEEDS 4" O.C., ADD CONCENTRIC HORIZONTAL RINGS, SPACED 4" O.C. TO THE STRUCTURE. 2. METAL PARTS: CORROSION RESISTANT, STEEL PARTS GALVANIZED. 3. THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS- CULVERT WTH HIGH POTENTIAL FOR DEBRIS COLLECTION. (EXCEPT ON TYPE 2 STREAMS) cD: �3z3�o3 I 11- TO 12" DOLT CIRCLE in O O O In 01 (4) 1" BNC GALV. STL !j 4 1/2 OF BOLT ANCHOR BOLTS WITH ABOVE FINISHED NUTS AND WASHERS GRADE. CONC*t It 9'O. D.— 1.51 HANDHOLE PAD N N 4-R 6` G W /COYf rR R AND ` WOUNO LUG /11"-$.S. SCREWS 000 1 6_ BASE FLANGE. ALLOY } _A41 r !-SS6 -T6 WITH •OLT � !! COVERS S S.S.SCREWS —4#bgi- r o: o a .e A 0 STANDARD 30' DAVIT POLE PROVIDE MAINTENANCE ACCESS BY WELDING (4) 0 00 CROSS BARS TO (4) VERTICAL BARS AS SHOWN. o HINGE UPPER ENDS W /FLANGES /BOLTS AND F• PROVIDE LOCKING MECHANISM (W /PADLOCK) ON 0409 gg LOWER END. LOCATE LADDER STEPS DIRECTLY BELOW 00 o< In 3/4 "0 SMOOTH BARS d u h EQUALLY SPACED - (4" O.C. MAX.) A PLAN VIEW N.T.S. LOWER STREEL BAND 3/4" THICK x 4" WIDE FORMED TO FIT IN 24" GROOVE OF CB RISER NOTE E1) I • e TYPE z ce SECTION 11 -A N.T.S. ROLL200 Owl) 1� L\ aSU�w 17V AC412V4 aPvS4&0 PLAN.. --•- � '• G" 810M CA O C. I co Ac) 1 SEGTiLX/ COX a%4 ,y4 w NOTE: 1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976. 2. THE CASTINGS SMALL BE GRAY -IRON CASTINGS, ASTN DESIGNATION A -48. CLASS 40. THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. 3. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVEMENT, A CEMENT CONCRETE BASE WILL NOT SE NECESSARY. 4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7- 05.3(1) FOR ADJUSTMENTS TO GRACE. 1 3/4" THICK x 4" WIDE LONG SMOOTH BARS WELDED TO UPPER do LOWER BANDS (24 BARS EVENLY SPACED, SEE NOTE 1.) HOOK CLAMPS (4) PLACE EVENLY SPACED, SEE 'HOOK CLAMP' DETAIL I&AUMMA Cary A Cover ADOPTED CITY OF RLYMN CrANDAM FLAW UM DATS: i -P."e T1T11A \t A sID. Tl10 AA nn n • nr■ •inn, MONUMENT CASE S COVER SEE NOTE 1 A SMOOT VERTICI BARS UPPER STEEL BAND 3/4" x 4" WIDE 3/4" THICK x 4" WIDE LONG SMOOTH BARS WELDED TO UPPER do LOWER BANDS (24 BARS EVENLY SPACED, SEE NOTE 1.) STANDARD GALVANIZED SETPS (TYP.) d 1 TRASH RACK • .r ETAIL 006 HI AI CI CB RISER HOOK CLAMP DETAIL N.T.S. r- 325803 NOT&S: 1. DIMENSIONS ARE FOR INSTALLATION ON 54" DIA. CB FOR DIFFERENT DIA CB'S ADJUST DIMENSIONS TO MAINTAIN 45' ANGLE ON VERTICAL BARS AND 4" O.C. MAX SPACING OF BARS AROUND LOWER STEEL BAND. WHEN VERTICAL BAR SPACING EXCEEDS 4" O.C., ADD CONCENTRIC HORIZONTAL RINGS, SPACED 4" O.C. TO THE STRUCTURE. 2. METAL PARTS: CORROSION RESISTANT, STEEL PARTS GALVANIZED. 3. THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS- CULVERT WTH HIGH POTENTIAL FOR DEBRIS COLLECTION. (EXCEPT ON TYPE 2 STREAMS) cD: �3z3�o3 I r rl y x 1 O C •� W n. 1 r N ul in O O O In 01 O O N N 000 a) mm N�(n o° �z� o� ir NCL 1�Nr d � :~ � O o o 0b a I IL 11 0 elm 0 o` 3 o • Q Z w w o Qi ' o 11> V. 4 •• •• • po 1 • ,J S qw at• o goose 0 I: J � W so"^ .0 o o�• 0 cl !2 Q o •#- 3 "' 0 L 0 E en CL W 0 >- p �o > 3 0 in m F U tI'! � 0 MEN ,� ar iAcv � 10 v v va><� � L a _Cc uj mi Low Q O ui uj }• (D im N C0 co SENOR SHEET 18 OF 19 r rl y x 1 O C •� W n. 1 r N ul