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HomeMy WebLinkAboutzT-3231SetN v 2 Q 0 (� Q W N C) � a o �i t N iJ 0 N N t LA_ n- Q 2 w m 0 W oc , r ' --- —r— , to 6 +00 5 +001 10 +00 9 +00 7 +0p ' Lj'.� 0 V 1 ' t 1 ' ` A 4" WHITE PAINT PAINTED STOP i4DD BIKE LANE �`'. DD BIKE LANE STRIPE '` 40M STREET BAR 4 WHITE PAINT SYMBOL' N E STREET NAME SIGN SYMBOL STRIPE ;(SEE DET SHT. 19� 5.0 4 2 5.0' 1 040 ,' " ,� ` 5' WIDE CONC. SIDEWALK `, ,- ram _ "____•'__ = == -- _ -- S ----------------- ` `- -- ----- ._---- -!__�. ----------------- ' -' 45.17' 43.00' 22.50' O / ----- - - - - -- - - - - - -- - - - - - - - - -- 1 - 84.48' - - - - - - - - - STOP SIGN (PER CITY STDS) I W 0 0 rn I 1 30' 25' L -' ,; � � NEW DOUBLE WHITE 29 I `�' 1 ' RPM'S PER CITY STD. ('o0 1 C 100 2 8 I PLAN - LEFT TURN LANE I o I cn 00 co 27 1 I , ,f) ; ' I I 1 I,, it I ZI DOUBLE YELL W RPM'S ; ' Z PER CITY STD PLAN o L j- \wI I 4 I I 59.50' T 50.50' I i 1 I CV 1 w I I Z I 1 • 1 ° ` LEFT TURN 1 i I w I I--- - - -- - - - - - - -, - -_w N ARROWS I I 1 W 1 I 20' JOINT T W o ' Z - 10 W It o N88-22 -11 "W N88 22'11 "W Z INSTALL PRIVATE I 4 1 = 0 I ' '' I � � ` � � 1 v I INSTALL SIGN, � ROAD SIGN 1AlITH a , I (� ' 43.00 '47.00 w o � N I o FUTURE HOUR I o W I I 1 -- -- -_________ ° I° (R3 -8 REVISED) � i I - -- _ _ _ _ a0 I 0 NUMBERS }- , W 1 N88 2 '11 "W DRIVEWAY EASEMENT - I N ' - =` -- - - - -- -- - - I I � a I W co 0 1 1 45:19' Ln - _ o ZI I 3 I = INSTALL PRIVATE PRIVATE I - V) - 022 I I ROAD SIGN NTH + `�� o FUTURE HOUSE --1+50 I HOU SE I `"• I 1 NOS.) ` NUMBERS ONLY I r - i Z I 1 I I - STA 2+15.62 H` . OQ U TAM AVE NE ` 100 O N PRIVATE HOUSE =STA 6+60.817 N E TH I R D S T o of -- Nos.) ° 00 1 31 N STOP SIGN Iz ,I I ) 00 °I � ` 0) N <, i, ( PER CITY STDS I 1 Y -- _ o °' STREET NAME SIGN I I 1 1 v � 1 0 - - Z I ��� (SEE DET SHT. 19)1 I r , 30 I _ 32 I s J 1 - - _ _I �� PLACE ABOVE STOd SIGN 35.00 50.50 q 1 , I 1 I + �O 5' WIDE CONC. SIDEWALK N _ + - 00 I _, 1 0 , 0 N ` w - _ 6 +00 5-400 0 20.00 I _. • _ I Z 1 26 WID DRIVEWAY o 15`4 N �, �6 +{so.s7 1 w :'i '' � �' � --� �� I 0 N E 3RD �- STREET cv N88'22'11 "W N 88'22'11" W N88.22'11 "W "' o w (V ' 1 Z p 45.22' 43.00' 47.00 Z ` , r z o 'j I , co 1 I 0 - -- _ ' S WIDE CONC. SIDEWALK ; AND UTILITIES EASEMENT ; .� - � I Z L- ' - - -= -------------- - - -I -- - - - - -- =- I (j x124.49' I ..T 0 i Is I INSTALL PRIVATE m R OAD SIGN WI TH ' I I FUTURE HOUSE I 3 w ;' T.B.F1 Q - NUMBERS I o - I '` I I PRIVATE I D I ; r V '. `, � , -' � ,' i 1 (HOUSE `` Z ' ` 0 5 W 3 4 W NOS.) 0 K \ \ \ o t 1 1_ 1 � M N ►' , � � 1 33 01 � Z N I o 00 1p —I . O N O 0 1 un \ 1 0 r I 1 Z I ' z ---� 1 2 cy 0 z r i .-'' RETENTION /DETENTION' I Z POND ' 0 ui ' V ' I (SEE,"SHT. LUA 104 -031 w N 11 0 001 NI (6 - RECOMMENDED FOR APPROVAL o , I 1 °I TRACT A ' 1 x;16' I 16 B1': WE: - - -- DRAINAGE r i 25' I ' 30' ' � BY: DATE: loot 1 , ' I ' ( • ICJ 1 . DATE: 1 43. 1 25.0'1 ' 45.24 ' l L 47.00 3 _ - - - - -- + S88'2 2' 11 E 2 7 7.56' �� DATE: , 00 ; im SCALE: 1 = 20 • ' r r GRAPHIC - -SCALE ( IN FEET) 1 inch = 20 it. N THE FUTUR " , BARRICADES . INSTALL SIGN f ,' NORTH "ROAD TO BE EXTENDED -Ohl, T3 C I rr Y c:) F' R E N T O N I J, PER CITY REVIEW 10 -7 -04 iqqL Et 5\1��' 2 PER CITY REVIEW 5 -7 -05 EWIRES: 3 AJ2006 NO aEN" er APPIt. DATE ENGINEER: JAEGER ENGINEERING 9419 SOUTH 204TH PLACE KENT, WA. 98031 PHONE N0. (253) 850 -0934 FAX N0. (253) 850 -0155 ROLL 240 1 F 1;t 0 7.3. DEPARTMENT OF PUBLIC WORKS CHANNELIZA TION PLAN JERICHO PLAT Jjj e/a FILE 14ME: DRAW DBA SCALE: 1 on 200 FW 90M: PAGE. CMECKED: iii --�aa : zo a 21 L %n. j-_ .7' >0J /0/ • M T y � r c C rs *Eli ~r N C� *■r -1 r � 4 4 Z � J QL s Q, O V Q N 1 PC J W � w � X V L.� U) 0 �c o �E Q U :3a H W 1k cc T V c E µi 0 N E E C N mil om a0 t N iJ 0 N N t LA_ n- Q 2 w m 0 W oc , r ' --- —r— , to 6 +00 5 +001 10 +00 9 +00 7 +0p ' Lj'.� 0 V 1 ' t 1 ' ` A 4" WHITE PAINT PAINTED STOP i4DD BIKE LANE �`'. DD BIKE LANE STRIPE '` 40M STREET BAR 4 WHITE PAINT SYMBOL' N E STREET NAME SIGN SYMBOL STRIPE ;(SEE DET SHT. 19� 5.0 4 2 5.0' 1 040 ,' " ,� ` 5' WIDE CONC. SIDEWALK `, ,- ram _ "____•'__ = == -- _ -- S ----------------- ` `- -- ----- ._---- -!__�. ----------------- ' -' 45.17' 43.00' 22.50' O / ----- - - - - -- - - - - - -- - - - - - - - - -- 1 - 84.48' - - - - - - - - - STOP SIGN (PER CITY STDS) I W 0 0 rn I 1 30' 25' L -' ,; � � NEW DOUBLE WHITE 29 I `�' 1 ' RPM'S PER CITY STD. ('o0 1 C 100 2 8 I PLAN - LEFT TURN LANE I o I cn 00 co 27 1 I , ,f) ; ' I I 1 I,, it I ZI DOUBLE YELL W RPM'S ; ' Z PER CITY STD PLAN o L j- \wI I 4 I I 59.50' T 50.50' I i 1 I CV 1 w I I Z I 1 • 1 ° ` LEFT TURN 1 i I w I I--- - - -- - - - - - - -, - -_w N ARROWS I I 1 W 1 I 20' JOINT T W o ' Z - 10 W It o N88-22 -11 "W N88 22'11 "W Z INSTALL PRIVATE I 4 1 = 0 I ' '' I � � ` � � 1 v I INSTALL SIGN, � ROAD SIGN 1AlITH a , I (� ' 43.00 '47.00 w o � N I o FUTURE HOUR I o W I I 1 -- -- -_________ ° I° (R3 -8 REVISED) � i I - -- _ _ _ _ a0 I 0 NUMBERS }- , W 1 N88 2 '11 "W DRIVEWAY EASEMENT - I N ' - =` -- - - - -- -- - - I I � a I W co 0 1 1 45:19' Ln - _ o ZI I 3 I = INSTALL PRIVATE PRIVATE I - V) - 022 I I ROAD SIGN NTH + `�� o FUTURE HOUSE --1+50 I HOU SE I `"• I 1 NOS.) ` NUMBERS ONLY I r - i Z I 1 I I - STA 2+15.62 H` . OQ U TAM AVE NE ` 100 O N PRIVATE HOUSE =STA 6+60.817 N E TH I R D S T o of -- Nos.) ° 00 1 31 N STOP SIGN Iz ,I I ) 00 °I � ` 0) N <, i, ( PER CITY STDS I 1 Y -- _ o °' STREET NAME SIGN I I 1 1 v � 1 0 - - Z I ��� (SEE DET SHT. 19)1 I r , 30 I _ 32 I s J 1 - - _ _I �� PLACE ABOVE STOd SIGN 35.00 50.50 q 1 , I 1 I + �O 5' WIDE CONC. SIDEWALK N _ + - 00 I _, 1 0 , 0 N ` w - _ 6 +00 5-400 0 20.00 I _. • _ I Z 1 26 WID DRIVEWAY o 15`4 N �, �6 +{so.s7 1 w :'i '' � �' � --� �� I 0 N E 3RD �- STREET cv N88'22'11 "W N 88'22'11" W N88.22'11 "W "' o w (V ' 1 Z p 45.22' 43.00' 47.00 Z ` , r z o 'j I , co 1 I 0 - -- _ ' S WIDE CONC. SIDEWALK ; AND UTILITIES EASEMENT ; .� - � I Z L- ' - - -= -------------- - - -I -- - - - - -- =- I (j x124.49' I ..T 0 i Is I INSTALL PRIVATE m R OAD SIGN WI TH ' I I FUTURE HOUSE I 3 w ;' T.B.F1 Q - NUMBERS I o - I '` I I PRIVATE I D I ; r V '. `, � , -' � ,' i 1 (HOUSE `` Z ' ` 0 5 W 3 4 W NOS.) 0 K \ \ \ o t 1 1_ 1 � M N ►' , � � 1 33 01 � Z N I o 00 1p —I . O N O 0 1 un \ 1 0 r I 1 Z I ' z ---� 1 2 cy 0 z r i .-'' RETENTION /DETENTION' I Z POND ' 0 ui ' V ' I (SEE,"SHT. LUA 104 -031 w N 11 0 001 NI (6 - RECOMMENDED FOR APPROVAL o , I 1 °I TRACT A ' 1 x;16' I 16 B1': WE: - - -- DRAINAGE r i 25' I ' 30' ' � BY: DATE: loot 1 , ' I ' ( • ICJ 1 . DATE: 1 43. 1 25.0'1 ' 45.24 ' l L 47.00 3 _ - - - - -- + S88'2 2' 11 E 2 7 7.56' �� DATE: , 00 ; im SCALE: 1 = 20 • ' r r GRAPHIC - -SCALE ( IN FEET) 1 inch = 20 it. N THE FUTUR " , BARRICADES . INSTALL SIGN f ,' NORTH "ROAD TO BE EXTENDED -Ohl, T3 C I rr Y c:) F' R E N T O N I J, PER CITY REVIEW 10 -7 -04 iqqL Et 5\1��' 2 PER CITY REVIEW 5 -7 -05 EWIRES: 3 AJ2006 NO aEN" er APPIt. DATE ENGINEER: JAEGER ENGINEERING 9419 SOUTH 204TH PLACE KENT, WA. 98031 PHONE N0. (253) 850 -0934 FAX N0. (253) 850 -0155 ROLL 240 1 F 1;t 0 7.3. DEPARTMENT OF PUBLIC WORKS CHANNELIZA TION PLAN JERICHO PLAT Jjj e/a FILE 14ME: DRAW DBA SCALE: 1 on 200 FW 90M: PAGE. CMECKED: iii --�aa : zo a 21 L %n. j-_ .7' >0J /0/ • M T y � r c C rs *Eli ~r N C� *■r -1 r � 4 4 N PRIVATE ;' I Z "� I I i I I � I (HOUSE; �, I NOS. I I I z N � o Z r CL o � 2 N LJ J 0 W 0 � n a _V uj � 7 H v=i N PRIVATE ;' I Z "� I I i I I � I (HOUSE; �, I NOS. I I I z N � o Z V CL o � Q N s J 0 � 0 � Q N �"I _V uj � 7 H .n Q H Z V N 0 0 9 - 4 ' � Q o PRIVATE ;' I Z "� I I i I I � I (HOUSE; �, I NOS. I I I I , -' I -- ' I -. -- I N � o Z V = II O N s 2 W � � �"I 3 v J 1 H .n IL H W U v rn � Lj 4 1 � v+ 0 .�. C .E ii 0 0 9 - 4 ' � Q o Immal inns 0 m O 5 4 +00 N88'21'11 "W 660.68' -00, 2 +00 o l _ _ +OO o 4" WHITE PAINT '-ADD BIKE LANE 4" WHITE PAINT ° I TRIPE SYMBOL NE 4TH STREET S STRIPE 5.0' cv 5.0' MATCH EXIST. CROSS WALK E 5' WIDE CONC. SIDI 5' WIDE CONC. SIDEWALK TYP iQ� - ----------- - - - - - - --------------- ------ - - - - -- --- - - - - -- - -------=---------- ---------- - - - - -- ----------------- - - - - -- N 8$'2a'll'' - - - -- - - -- - - - - - -- - - -- 63.16'-------- - - - - -- 65.95' - - -- 00.00' -- -- - - ___ ----------------- - - - - -- - - -- 10300' - - - -- -- - - - - -- -- - - - - - - 64.74 0 1- 103.50'— -- --.. s39.05' ,_ - ---- - - - - -- -_ -- -- --------------- - - - - -- - -- -- CV 1 3.00 I' , -- EXISTING 3' DRAINAGE EASEMENT CURB RAMP LOCATION uJ REC #8706230527 ; TO MATCH EXISTING W 0 I oI I I I o , -' RAMP ON EAST SIDE ' 1 I W I o OF JERICHO AVE NE — I W I I •' N cv If a/ I 24 / O O 2 5 o00! IOo NI 06 1 I - L� in n W I rn 01 1 I N , of I �` i -' 1 0 I 1 I I Z I I ; �' I` 25 I ; N 88'22'11" 1N 100.00' N 88'22'11 W 103.00' _ ----N--88* 20'0 '' - w- 1 os. oo' I �— t-`- - 8'221,1 w 89.26 • 59.00 50.00 50.00 I 44.40 --� I 50.00' T 50.00' T 5 �"' ( I 20� 00'—r 69.26 0 00 I - I 1.47' I I I - ----------------- 1 MITE RPM'S 9 DOUBLE , o .� I _! I � . ' I , I PER Tit TY STD. PLAN I I I i I I I I �— r) - - -' i I i 1` ` t • I I I I °' r I I - - - I �" I Z - - ; l o W tn15 I I a W ww 1 4 i I I DOUBLE YELLOW RPM S N I o o N o PER CTY SD. PLAN 0 L © o ,� - 1 oo � -00 u J 00 � 2 13 16 I N I 18 N n I I I ZW •� , . INSTALL PRIVATE o I I INSTALL PRIVATE oo rn -° I m N o o o V) O o o ROAD SIGN NTH ROAD SIG WTZ I 1 7 z W zI I F UTURE HOUSE 2Q z I FUTURE H SE � � I N I NUMBERS Co ,, -' ' NUMBERS ( I r? i I I I I N Z I 1 u, t I Io I I l I o 0 +00 • • z PRIVATE ;' I Z "� I I i I I � I (HOUSE; �, I NOS. I I I I , -' I -- ' I -. -- I N 0 I z,, o I z 1/ I (HOUSE = II I Nos. 2 W t � J 1 N Immal inns 0 m O 5 4 +00 N88'21'11 "W 660.68' -00, 2 +00 o l _ _ +OO o 4" WHITE PAINT '-ADD BIKE LANE 4" WHITE PAINT ° I TRIPE SYMBOL NE 4TH STREET S STRIPE 5.0' cv 5.0' MATCH EXIST. CROSS WALK E 5' WIDE CONC. SIDI 5' WIDE CONC. SIDEWALK TYP iQ� - ----------- - - - - - - --------------- ------ - - - - -- --- - - - - -- - -------=---------- ---------- - - - - -- ----------------- - - - - -- N 8$'2a'll'' - - - -- - - -- - - - - - -- - - -- 63.16'-------- - - - - -- 65.95' - - -- 00.00' -- -- - - ___ ----------------- - - - - -- - - -- 10300' - - - -- -- - - - - -- -- - - - - - - 64.74 0 1- 103.50'— -- --.. s39.05' ,_ - ---- - - - - -- -_ -- -- --------------- - - - - -- - -- -- CV 1 3.00 I' , -- EXISTING 3' DRAINAGE EASEMENT CURB RAMP LOCATION uJ REC #8706230527 ; TO MATCH EXISTING W 0 I oI I I I o , -' RAMP ON EAST SIDE ' 1 I W I o OF JERICHO AVE NE — I W I I •' N cv If a/ I 24 / O O 2 5 o00! IOo NI 06 1 I - L� in n W I rn 01 1 I N , of I �` i -' 1 0 I 1 I I Z I I ; �' I` 25 I ; N 88'22'11" 1N 100.00' N 88'22'11 W 103.00' _ ----N--88* 20'0 '' - w- 1 os. oo' I �— t-`- - 8'221,1 w 89.26 • 59.00 50.00 50.00 I 44.40 --� I 50.00' T 50.00' T 5 �"' ( I 20� 00'—r 69.26 0 00 I - I 1.47' I I I - ----------------- 1 MITE RPM'S 9 DOUBLE , o .� I _! I � . ' I , I PER Tit TY STD. PLAN I I I i I I I I �— r) - - -' i I i 1` ` t • I I I I °' r I I - - - I �" I Z - - ; l o W tn15 I I a W ww 1 4 i I I DOUBLE YELLOW RPM S N I o o N o PER CTY SD. PLAN 0 L © o ,� - 1 oo � -00 u J 00 � 2 13 16 I N I 18 N n I I I ZW •� , . INSTALL PRIVATE o I I INSTALL PRIVATE oo rn -° I m N o o o V) O o o ROAD SIGN NTH ROAD SIG WTZ I 1 7 z W zI I F UTURE HOUSE 2Q z I FUTURE H SE � � I N I NUMBERS Co ,, -' ' NUMBERS ( I r? i I I I I N Z I 1 u, t I Io I I l I o 0 +00 • • z PRIVATE ;' I Z "� I I i I I � I (HOUSE; �, I NOS. I I I I , -' I -- ' I -. -- I PRIVATE 0 I z,, o I z 1/ I (HOUSE , 1 1 I N 1 i 1 '1- Nos. 1 NORTH SCALE: 1 m 20, 20 0 I I I I --------------------------- '-1 -------------------- - - - - -- 5000 .0/ / 1 8,50' I 50.00' 1 5000' , 59.00' ' 50.00' 64.00' ' I 43.81' . N88'22'11 "W 5' WIDE CONC. SIDEWALK (TYP) 560.81' 5' WIDE CONC. SIDEWALK �, 1 \ ♦ ♦ I w w 1 \ 1 W (o 1 1 1 N , I co, 51100 _ _ _ 4+00-- 3 +00 2 +00 I. 1 +00 ! .I ; 0 +00 `♦ 1 I l 3RD N E STREET as 3 4? WTI 0 1 N 88'22'11 W 5' WIDE CO C. SIDEWALK (TYP 560.90' 5' WIDE CONC. SIDEWALK 0 ?� i 10 (V I 1 50.00' 50.00' 50.00' 1 50.00' 50.00' 1 50.00' 50.00' 50.00, 1., 36.41' N Flo INSTALL STOP SIGN fir' `3�� i z _ I I I i I I I (PER CITY SDS.) V) I So o , INSTA LL STR EE T NAME \ SIGN (DETAIL SHT. 19) Z I -j I I I I I I I ABOVE STOP SIGN) , LIJ ' I w 1 wi ` wi, I I I ICI , MI_ / ,N (o o � If N 1 No I f N . t No II I - r N I N U 1 �N I N ` .e N ' O : N 001 VN N N -0010 N t NN �� \\ 5 4 o I Il !N Cq 1 2 S rn rn ;DIM a, 7 o o o PER CITY STD. PLAN Z Z Z ZI Z1 Z z Z Z 9 1. � , 10 �I CV4 120. ,1 50.00' 50.00' - - - - - 4 36 ' ` 10 a 00' 50.00 50.00' 50.00' 50.00 60.97' 4111111111110 I ' 11 --------------------------------------------------1 85.02' S88'22'11 "E 248.39' X 30.01' I GRAPHIC SCALE, 10 20 40 80 ` 6ii� (Mrm) 1 inch = 20 ft. 7* 0 . */ • a1 f 0 Q 0 0 C� 0 o - 1 I o i o' \ \ \ \ \ \ 'D W '-z w I I W W 0- I �i w Z �q I W ' +! N ' � 1 O ' 1 C , 1 ' 11 ' 1 1 o ; wZE"'4 ' m uj ' W �/ 1 li- , O' C5 1 cr 0 ' _j 0 0 , < l _ it ; F= W C� � I Ln o � � 1 ` I 1 , 1 I ' 1 , � , 1 , 1 1 , , 1 ,+ , 0 1 0 I 1 30' 1 i 1 1 � 1 1 ' , 1 , �o 1 CITY OF RENTON C J. � x i DEPARTMENT OF PUBLIC WORKS log p�E,,GOWER: CHANNELIZA TION PLAN LUA 04 -031 JA EGER ENGINEERING JERICHO PLAT PER Cla REVIEW 10-7 -04 9419 SOUTH 204TH PLACE oesO": d,u ooh: e /04 FtE NAIL: 'Awu E`'G 1� 2 PER CITY REVIEW 5-7 -05 KENT, WA. 98031 �A�. �A _ PHONE NO.o. (253) 850 -0934 — sc�: t• =20" FQp 900t: PAGE: EI�RES: 3/1 FAX N0. (253) 850 -0155 �gtEO` � - -- _ _ _ N0. REVISION 9Y APPR. DATE APPRolow. SHEET: 21 OF: Z1 ROLL 20� FR07 4 co; 7= ? -p j/oZ. I' 9 4 y on N C C � r > W N W I y ti �ti U) Y (30 Q 0) 66 i 0 0 IN 0 V 0 0 0 W 0 U N 0 M • F a 0 w � �v t` ALL 0 Z ° SERVICE CABINET 0 STA. 0 +86, 26' RT, HOQUTAM AVE 9. m av CL SERVICE CABINET I.D. NO. 0097 , 100 AMP 3rd 9 Q N W CIRCUIT A -1: 20 A BRANCH BREAKER, 40 A CONTACTOR n u- 0. S NE CIRCUIT A -2: 20 A BRANCH BREAKER, 40 A. CONTACTOR CIRCUIT A -3: 20 A BRANCH BREAKER, 40 A CONTACTOR x g 7 NE CIRCUIT A -4: 20 A BRANCH BREAKER, 40 A CONTACTOR F a 0 w � �v t` LEGEND FLAT LENS COBRA HEAD, 240 VOLT, HPS, MEDIUM CUTOFF TYPE III DISTRIBUTION ON DAVIT POLE WITH 8' ARM. POLE SHALL MAINTAIN MIN. 10' CLEARANCE TO ANY DRIVEWAY. WSDOT TYPE II JUNCTION BOX (SEE CITY STD. PLAN #J-11a). 9 +00 STREET LIGHT GENERAL NOTES: 1. ALL WORKS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLANS AND EXIST. STREET LIGHT SPECIFICATIONS AND THESE PLANS. ON POWER POLE 2. UNLESS OTHERWISE NOlEO, THE LOCATION OF FEATURES SHOWN ARE APPROXIMATE AND THE EXACT LOCATION WILL BE ESTABLISHED BY THE ENGINEER OR INSPECTOR IN THE FIELD. 3. INSTALL ALL STREET L1GH11NG MATERIALS SHOWN ON THE PLANS, EXCEPT WHERE NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY. 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE. 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT U71UTY AGENCIES 48 HOURS BEFORE COMMENCING WORK AND SHALL COORDINATE THE WORK WITH THE UTIU11ES THROUGHOUT THE PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON FIELD INSPEC110N DIVISION FOR INSPEC110N PURPOSES, 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE INSPECTOR. 8. ALL CONDUIT 0 BE PVC SCHEDULE 40 UNLESS OTHERWISE NOTED. 9. ALL av CL SHALL BE 24 INCHES. 3rd ST. 17 C C AVE NE HOQUIM w 'C Y '� HOQUIM AVE NE NE 4th x g 7 NE Dr-,> 6'x6' 3Q AREA FOR FUTURE SIGNAL CABINET. STA 0 +80, 26' RT. ST. V 4th o O I [Z:-,> 4' DIAMETER RESERVE AREA FOR FUTURE SIGNAL POLE. STA 0 +51, 32' RT. as W \ c u Ec — v � INSTALL �E m CABINET do CABINET c N (3- - #2's) AND CONDUIT c CP (2" SCH 80) SHALL CONNECT FROM SERVICE CABINET TO NEAREST P.S.E. POWER SOURCE. 0 a0 LEGEND FLAT LENS COBRA HEAD, 240 VOLT, HPS, MEDIUM CUTOFF TYPE III DISTRIBUTION ON DAVIT POLE WITH 8' ARM. POLE SHALL MAINTAIN MIN. 10' CLEARANCE TO ANY DRIVEWAY. WSDOT TYPE II JUNCTION BOX (SEE CITY STD. PLAN #J-11a). 9 +00 STREET LIGHT GENERAL NOTES: 1. ALL WORKS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLANS AND EXIST. STREET LIGHT SPECIFICATIONS AND THESE PLANS. ON POWER POLE 2. UNLESS OTHERWISE NOlEO, THE LOCATION OF FEATURES SHOWN ARE APPROXIMATE AND THE EXACT LOCATION WILL BE ESTABLISHED BY THE ENGINEER OR INSPECTOR IN THE FIELD. 3. INSTALL ALL STREET L1GH11NG MATERIALS SHOWN ON THE PLANS, EXCEPT WHERE NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY. 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE. 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT U71UTY AGENCIES 48 HOURS BEFORE COMMENCING WORK AND SHALL COORDINATE THE WORK WITH THE UTIU11ES THROUGHOUT THE PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON FIELD INSPEC110N DIVISION FOR INSPEC110N PURPOSES, 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE INSPECTOR. 8. ALL CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS OTHERWISE NOTED. 9. ALL CONDUIT COVER SHALL BE 24 INCHES. COMMENTS 1'lL %.JI V J 1. STREET LIGHT FLAG NOTES: ST. NE 3rd ST. h 3rd ST. HOQUIM AVE NE HOQUIM AVE NE HOQUIM AVE NE NE 4th x g 7 NE Dr-,> 6'x6' RESERVE AREA FOR FUTURE SIGNAL CABINET. STA 0 +80, 26' RT. ST. NE 4th o O I [Z:-,> 4' DIAMETER RESERVE AREA FOR FUTURE SIGNAL POLE. STA 0 +51, 32' RT. INSTALL SERVICE CABINET do CABINET NUMBERS. SEVICE CABLES (3- - #2's) AND CONDUIT (2" SCH 80) SHALL CONNECT FROM SERVICE CABINET TO NEAREST P.S.E. POWER SOURCE. ' N ® INSTALL PHOTOCELL ON LUMINAIRE. Jr I 7 s K a N 7. ✓ 7 O o !j STREET LIGHTING POLE SCHEDULE ' POLE pOLE POLE POLE MOUNTING WATTS ARM CIRCUIT NO. I.D.# LOCATION OFFSET HEIGHT LENGTH NO_ 1 2862B STA 0 +86 23' LT 25' 100 8' A -1 2 28636 STA 2 +58 23' RT 25' 100 8' A -1 3 2864B STA 4 +36 23' LT 25' 100 8' A -1 4 2865B STA 5 +76 23' RT 25' 100 8' A -1 5 2867B STA 0 +90 25.5' LT 25' 100 8' A-2 6 28668 STA 1+70 25.5' RT 25' 100 8' A -1 7 2869B STA 2 +65 23' LT 25' 100 8' A -1 8 2868H STA 7+10 40' LT 40' 400 8' A-2 a 0- 9 2870H STA 5 +15 40' LT 40' 400 8' A -2 Q 10 2872H STA 3+20 40' LT 40' 400 8' A-2 11 2874H STA 1+25 40' LT 40' 400 8' A -2 Y WIRING SCHEDULE } °D RUN NO. CONDUIT SIZE CONDUCTOR COMMENTS m 2" SCH. 40 4 — #8 AWG (USE --XLP) LIGHTING 2 — #10 AWG (USE —XLP) PHOTOCELL 1 — #8 BARE GROUND GROUND ® 2" SCH. 40 2 — #8 AWG (USE —XLP) LIGHTING 2 — #10 AWG (USE —XLP) PHOTOCELL 1 — #8 BARE GROUND GROUND ® 2" SCH. 40 OPEN (PULL WIRE) SPARE s ® 3" SCH. 40 OPEN (PULL WIRE) SIGNAL ® 3" SCH. 80 OPEN (PULL WIRE) SIGNAL ® 2" SCH. 40 2 - #8 AWG (USE -XLP) LIGHTING 20 0 _ 1 -#8 REAR GROUND GROUND . STREET LIGHT SPECIFICATIONS COMMENTS 1'lL %.JI V J 1. NE 3rd ST. NE 3rd ST. NE 3rd ST. HOQUIM AVE NE HOQUIM AVE NE HOQUIM AVE NE NE 4th ST. NE 4th ST. NE 4th ST. NE 4th ST. NORTH SCALE: Ve m 20' GRAPHIC SCALE ,o zo 40 ( IN FEET ) 1 inch = 20 ft. N E 4TH STREET az AA 1 1 1 I 1 5 +001 + I I #9 I I -)0' O JCT BOX i ( 5' EXIST. STREET LIGHT ( I ST. STREET LIGHT ON POWER POLE (REMOVE) #5 .7 \ ON POWER POLE (REMOVE) i ID rn i I EXIST. I i z + Cl HOUSE I _ _ _ - -- , - __ — — --� TO BE T- -- - -- -C -� - - -- — - REMOVE6 .'i��• !r I UTILITIES W 4 JeF. 2 11 'VV N88'22'1 1 "W < I I W LL - -- - -- 4 3 O'yl - -- — i 47.00' Ll -- - - -- - -- -------- `-- - -y -'- - _ MEN T - -- I �� ULJ c, I LiA I I (n LLJ Cr) AA I 1 I STA 2 +15.62 HOQUTAM AVE NE =STA 6 +60.87 NE THIRD ST I i - I #6C1 �. I w I •- � i I I I 00 0 w 1 I N I #4 1 w - - - - - -- -- -- j------ - - - - -- I ---- - - - - -- 6 +00 5400 p 20.00 - �" �VI D E D E= I VE 'Vv ���. �, �'� 0.87 CF) o +16 N - NE 3RD STREET I �. _._. _. - -.___. .. -. -_ .... . -.-- I .. _. _ a- 1(. { 4 Z -°o I r - ; -� - T o • W i - c 5 WIDE CONC. SIDEWALK III, I > j U 1 1 T.B.H Q Q #7 CYuj 0 I I � I T LUA 04 -031 • W ,� i u + Q , RECOMMENDED FOR A ! 0 W eY: so t LDNO o7- ,6-socr j . ROLL 2A 0� (A N 00 v) 46 S88 ?22'11 "E 277.56 ENGINEER: no c" way, sift too 'i-is PAKL I N G 4.t*' w,��ow "m -18;3 Y)I►(+�i7 ' !1(awllI1hi0 Al: �111'�6(r7�1 ELECT WAL ENC MEERING 11FC► NSJLTW, wwJr lM►>Il��.allll No. REMSION BY APPR. OA7E F 11 r 075 CITY OF' RENTON' DEPARTMENT OF PUBLIC WORKS SMET LIGHMG Pl" JERIC�O FLAT DESIGNED: CBF DATE: 09/23/05 FU NAW: (MAIM: AAU CHECKED: CBF SCALE: 1 " =20' FIELD BOOK: PAGE: APPROVED: wllJ�e�on or .�+aK wlallws SHUT: 20 OF: 22 c-z) - -rw-p io3 0 I 4 y 4 �N C > - 1 N W Y CD Q �o Ln O O N O F-- 0 3 0 w 0 Q V 04 0 F 0. v 0 U W � W C4 4 DATE: BY: N U. Y Q a O N a O Z N 9 At W Q 3 V C5 4. a 10 3i F 0. v 0 U W � a ( .0 C 4 11 _0 CL a / 1 c r N e G � S o N = yy � 3 ` � f J Ir f f 10—A lei I. } m 5 s 0 N F-- W W W W V) 5-4 0 N I- V) w _Z J U I- Q 1 I NORTH SCALE: 1" = 20' GRAPHIC SCALE 20 0 10 20 40 �IN FLTr� 1 inch = 20 ft. i r so mmmi RECOMMENDED FOR APPROVAL BY: - W a 4 DATE: BY: QATE: U. 0 Q a N a ,C 3 V .a H W a ( .0 C 4 11 _0 CL a / 1 c r N e G � S o N = yy � 3 ` � f J Ir f f 10—A lei I. } m 5 s 0 N F-- W W W W V) 5-4 0 N I- V) w _Z J U I- Q 1 I NORTH SCALE: 1" = 20' GRAPHIC SCALE 20 0 10 20 40 �IN FLTr� 1 inch = 20 ft. i r so mmmi RECOMMENDED FOR APPROVAL BY: - DATE: IC At- 0 s BY: DATE: BY: QATE: 8Y: DATE: 1 i 31J63 � �oa�s 07- 1e-2ar7 J ROLL 2O il S88 ?22 "11 T 248.39" N0. 1 REVISION wl x 1wr_ CITY OF RENTON DEPARTMENT OF PUBLIC WORKS .wwrjvF�r r.]rrXr7Wr. ]Pr—AN ' ENGNEER: rmam"w". ,,,ftm JERlCSO PLAT 9 p - � �°i o °ED- CW DATE: 09/23/05 I-ISPAKLING FI�„E NAME: FLECTI CK F►G*TAW, ;TT0 (nT*4C UNA" b1s.em -- • CHECKED: C6F SCALE: 1 =20 • FIELD eo0a: FACE: 8Y APPR. DATE APPROVED: rc SHUT: 21 x :22 awe+vw c► .uw via" T:' 3 r 07.16 C r C �+ V. .J 1 N W EXW4 � A d+ H w� S 2 C) w o Ills z X M 30' C'_ 40' 0 U ° c c 33' -3 (CONTRACTOR TO VERIFY UITH SERVNG UTILITY) 1 c PANELBOARD: 110/140 VAC, 100 AMP, I PHASE, 3 WIRE, COPPER BUS I I c Z_J � r v 1111 Fr 1 -10/1 ILLUMINATION BRANCH z 1 -WA S& AL BRANCH ~ 1 -5/1 C04TROL CKT BRANCW S 2 C) w o Ills z X M 30' I I � I � 40' cla U ME I ER54SE: 100 AMP, 4 JAW, AW M14TB, SAFETY SOCKET TYPE, 5TH JAW AT 9:00 POSITION c c 33' -3 (CONTRACTOR TO VERIFY UITH SERVNG UTILITY) 1 c S 2 C) w o Ills z X COMPONENT SCHEDULE 30' I I � I � 40' cla 18 -3 ME I ER54SE: 100 AMP, 4 JAW, AW M14TB, SAFETY SOCKET TYPE, 5TH JAW AT 9:00 POSITION c 33' -3 (CONTRACTOR TO VERIFY UITH SERVNG UTILITY) 1 c PANELBOARD: 110/140 VAC, 100 AMP, I PHASE, 3 WIRE, COPPER BUS I I c Z_J � v 1111 a. S 2 C) w o Ills z X Z O > W o` Z 0— _4 I� 2 oill 410 bo 0, o!'D Y (nrP) UL LISTED PER STANDARD '5O8 WTANS 111111 MEETS EUSERCARSE SPEC. 0.188 WALL BRACKET ALUM. ALLOY 6063 -T6 1/2- BNC LOCKBOLT GR. 18 -8 S.S. FLUSH JOINT 4-1/2- 0. D. TAPERED ALUM. POLE 0.188 WALL ALLOY 6063 –T6 SATIN GROUND FINISH 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S.S. SCREWS BASE FLANGE ALLOY 356 –T6 WITH BOLT COVERS & S.S. SCREWS — I? 120i240 V"` COMPONENT SCHEDULE 30' I I � I � 40' cla 18 -3 ME I ER54SE: 100 AMP, 4 JAW, AW M14TB, SAFETY SOCKET TYPE, 5TH JAW AT 9:00 POSITION Sax 33' -3 (CONTRACTOR TO VERIFY UITH SERVNG UTILITY) 1 2 PANELBOARD: 110/140 VAC, 100 AMP, I PHASE, 3 WIRE, COPPER BUS I I WESTNG*IOUSE BM BOLT -ON $BEAKERS: Z_J Tm 1111 F---- 1 -10/1 ILLUMINATION BRANCH 1 -WA S& AL BRANCH ~ 1 -5/1 C04TROL CKT BRANCW 1 -10A GROUND FAA,ILT RECEPTACLE BRANCH �-- 3 CONTACTOR: L*W NG RATED, 30 AMP, 4 POLE, 120 VAC COIL, 50 D 'S910DPA34VO1UI. F-- 4 TERI`11NAL BLOCK TO REMOTE PHOTO ELECTRIC CELL. I— 5 PHOTO -CELL BYPASS SUITCH, SPST,15 AMP, 211 VAC. GRROI,ND FAULT ©J RECEPTACLE, 110 VAC, DUPLEX, 20A � CABINETMU 3R PADMOLNT, 011 CIA PREGALVANIZED STEEL CONSTRUCTION 1 SCF4M4ED AND VENTS DOOM -. NEAVY DUTY CONCEALED HNGES (LIFT -OFF TYPE) = STANLESS STEEL VAULT HANDLES, PADLOCKAIBLE METER DOOR BEST CX LOCK ON DISTRIBUTION DOOR Z O > W o` Z 0— _4 I� 2 oill 410 bo 0, o!'D Y (nrP) UL LISTED PER STANDARD '5O8 WTANS 111111 MEETS EUSERCARSE SPEC. 0.188 WALL BRACKET ALUM. ALLOY 6063 -T6 1/2- BNC LOCKBOLT GR. 18 -8 S.S. FLUSH JOINT 4-1/2- 0. D. TAPERED ALUM. POLE 0.188 WALL ALLOY 6063 –T6 SATIN GROUND FINISH 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S.S. SCREWS BASE FLANGE ALLOY 356 –T6 WITH BOLT COVERS & S.S. SCREWS — I? 120i240 V"` COMPONENT SCHEDULE 30' I I � I � 40' cla 18 -3 ME I ER54SE: 100 AMP, 4 JAW, AW M14TB, SAFETY SOCKET TYPE, 5TH JAW AT 9:00 POSITION Sax 33' -3 (CONTRACTOR TO VERIFY UITH SERVNG UTILITY) 1 2 PANELBOARD: 110/140 VAC, 100 AMP, I PHASE, 3 WIRE, COPPER BUS I I WESTNG*IOUSE BM BOLT -ON $BEAKERS: Z_J Tm I -100/1 MAN F---- 1 -10/1 ILLUMINATION BRANCH 1 -WA S& AL BRANCH ~ 1 -5/1 C04TROL CKT BRANCW 1 -10A GROUND FAA,ILT RECEPTACLE BRANCH �-- 3 CONTACTOR: L*W NG RATED, 30 AMP, 4 POLE, 120 VAC COIL, 50 D 'S910DPA34VO1UI. F-- 4 TERI`11NAL BLOCK TO REMOTE PHOTO ELECTRIC CELL. I— 5 PHOTO -CELL BYPASS SUITCH, SPST,15 AMP, 211 VAC. GRROI,ND FAULT ©J RECEPTACLE, 110 VAC, DUPLEX, 20A � CABINETMU 3R PADMOLNT, 011 CIA PREGALVANIZED STEEL CONSTRUCTION 1 SCF4M4ED AND VENTS DOOM -. NEAVY DUTY CONCEALED HNGES (LIFT -OFF TYPE) = STANLESS STEEL VAULT HANDLES, PADLOCKAIBLE METER DOOR BEST CX LOCK ON DISTRIBUTION DOOR POISNED WIRE GLASS WINDOW N METER DOOR CLOSED CELL NEOPFeE C%4WET, CARD HOLDER FINISH: POLYESTER POWER COAT, AL1,MHr1 OUTSIDE, UA4rTS NSIDE SERVICE CABINET FOR STREET CONTROL &TRAFFIC SIGNAL Y p ADOP'T'ED GTPY OF RENTON STANDARD PLANS � N1 � ISf DATE: 06/25/03 DWG. NAME: JR— SP PAGE: SIZE AS REQUIRED 8" -� 4 -1 /2" O.D. 2" N.P.S. SLIPFITTER 5'--9" RADIUS 11 -1/4" SO. 11" TO 12" DIA. 80LT CIRCLE 4 1/20 OF BOLT ABOVE 4' CONCRETE PAD FINISHED GRADE (4) 1" 6NC GALV. STEEL ANCHOR BOLTS NTH 4' NUTS AND WASHERS �p 4" 2' TYPICAL DESIGN 'B' JUNCTION BOX SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 4" CONCRETE PAD --� • #8 BARE COPPER GROUND WIRE 2 - LIGHTING SYSTEM WIRES TO CONTACTOR (SIZED AS REQ'D.) 5/8 "x8' COPPER CLAD GROUND ROD STANDARD 25 FOOT DAVIT POLE gip ADOPTED Ql7 OF RENTON • � • afAPiDARD 1Sl' DATE: 1 DWG. NAME: JR -01 PLANS 0/30/96 SP PAGE: TYP. CONC. PAD 25' 30' I I � I � 40' I � I � i 18 -3 23' -3 28' -3 R/W LINE SIDEWALK CURB ROADWAY CURB SIDEWALK R/W LINE 10' MIN. CLEARANCE FROM DRIVEWAY ALTERNATE PLAN VIEW H 25' 30' 35' 40' SL 18 -3 23' -3 28' -3 33' -3 T 0.188 0.188 0.219 0.219 TAPERED ALUM. POLE 'T• WALL ALLOY 6063 -T6 SATIN GROUND FINISH 'H' HANDHOLE 4 "x6" OPENING W /COVER & S.S. SCREWS GROUND LUG INSIDE POLE INSIDE POLE 1' -6' STREET LIGHT CONDUIT TRENCH DEPTH 24" ALTERNATE STREET CROSS SECTION 2' TO 4' OVERHANG 1' -2" 'SL' 2' TO 4' OVERHANG S' -6" I 1H FACE OF CURB TO S� R�W CENTER OF POLE 1 rt ROADWAY If SIDEWALK PLANTER STRIP — STREET LIGHT CONDUIT TRENCH DEPTH 24" TYPICAL STREET LIGHT 12196 REFORMAT TO 11'x17' DCV DRT 11/92 TYP. STREET UGHT FDN. LOCATION SCA MTE- DATE REVISION BY APPR' FOUNDATION LGCATION LIGHT BASE AND JUNCTION BOX LOCATIONS G� Y p ADOPTED CITY OF RENTON � STANDARD PLANS N1 0 LSf DATE: 12/96 DWG. NAME: JR -35 SP PAGE: J014 FUSE KITS QUICK DISCONNECT � LIGHTING STANDARD & JUNCTION BOX 10 AMP IN LINE FUSE KITS TO LUMINAIRE S.E.C. OR EQUAL � • 7' o �.- -4 \ov o ov p °0v O e 1/4" MINIMUM ° D \ o °' ° o e ° o° GROUND LUG DRAIN HOLE 41 10 ° °o o e G ° �° a °a O ° A 0 O eD ° Z v p0 ° , I o t� 0 t' eo 3 2" MIN. GROUT TOP OF CONCRETE FOUNDATION TO . o O o o/ J UNDER POLE BASE BE LEVEL WITH TOP OF SIDEWALK 0 D0 / o 0 0 OR CURB. ° No / e D AN a Do 0. ��, pv ° v pv D OD ° 5" 9" O c 0 II II STREET LIGHT POLE PLAN \A E W JUNCTION Box ° INDIVIDUAL JUNCTION BOX II II -SIDE VIEW NOTE: -GROUND I I I I o v 0,0 0 0° No v ov CLAMP CLASS 'B' CONCRETE TO BE USED II II N IN CONSTRUCTION OF PAD I I I I 4, o a o o oA 4 I I o Z D II � Dao PVC CONDUIT II II 4 J o 0 SYSTEM II I I a Lm c: =!j 4 0 P. o ov v v. - t CONCRETE TYPICAL LIGHTING UNDERGROUND SYSTEM FOUNDATION y ADOPTED PLAN VIEW 1' 3' SQ. OR DIA. • � , ernitDAW PLM � T hsT n�TE: 12/96 CONCRETE PAD DETAILS ADOPTED cmr or �� DATE REVISION ppR� DWG. NAME: JR -06 SP PAGE: J007 • • BTAN>M PLM �- Urf DATE: 10/30/96 SI pR. DWG. NAME: JR -07 SP PAGE: J008 f T- 323/05 PUNS 0 /3o /9s � 31 &W SP PAGE: J002 lawn, % LEWKS 07-1164)6i] - - N0. ti r 1 REVISION 8Y APPR. DATE t� y 4" DEEP RECOMMENDED FOR APPROVAL BY. DATE.- 10- It �oS BY- DA TE BY. DIA TE- BY. MTE- CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ENGINEER: STREET .LIGHTING DETAILS JERICHO PLAT 7XIMe Wee, aft 14W Somb, Wado pm IMM -lII63 ISPAKLING -. N&074" IM-467 -010 oESIcNEO: CBF DATE: 09/23/05 FILE NAME: A hit 3b467 -W4 EaCne� EN PIRRMC� I MCHMaoor C0PMXTWq �.uApows.�,m DRAM: AAU CHECKED: CBF SCALE: NONE Fw rOCR: PAW: iM�PROVED: ..,�„�„ • ..iw,t .sue• SHEET: ZZ OF: 'Z't 077 t r y z 69�6 r G .... c c r' W N W