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HomeMy WebLinkAboutzT-2882Set0 = GENERAL NOTES / I -/, Q Rp GE C r^ JE EXISTING_ EDGE_ STRIPE 8 % SEC , TWP 23N, , W.M. CHANNELIZATION NOTES / \ (!e 1. EXISTING STRIPING TO REMAIN UNLESS (TO REMAIN) /. / . ; �.5, - %j O INSTALL TYPE 1 METHYLMETHACRYLATE PAVEMENT ARROW, PER CITY OF 2 V OTHERWISE NOTED. STA 12 +33_0. 25.OFT RT _ ul) In Y END NEW CENTER LINE STRIPE RADIUS'�� EXISTING FACE _ _ C�jti PARK AVE_ STA 10 +21.5. 4.OFT RT- // RENTON STANDARD PLANS, PAGE H009. s s 2. THE CONTRACTOR SHALL PREPARE AND BEGIN NEW CENTER LINE STRIPE ` OF CURB - `� - -15 Cn END NEW CEFFTEf2 LINE STRIPE // / INSTALL TYPE 2L METHYLMETHACRYLATE PAVEMENT ARROW, PER CITY OF SUBMIT TRAFFIC CONTROL PLANS TO \ `J s1 MATCH EXISTING CENTER LINE STRIPE O RENTON STANDARD PLANS, PAGE H009. TRANSPORTATION SYSTEMS /TRAFFIC / J OPERATIONS AT LEAST THREE (3) / �// �/ INSTALL TYPE 2R METHYLMETHACRYLATE PAVEMENT ARROW, PER CITY OF WORKING DAYS PRIOR TO ANY ROAD STA 12 +32.5 , 0.OFT LT _ / / Q �� / / O RENTON STANDARD PLANS, PAGE H009. Q WORK. END NEW SKIP STRIPE RADIUS EXISTING / /. %� `/ O\ 0�J / X �?° -- _ / / �\\ ��` qO INSTALL 4IN SOLID WHITE PAINTED EDGE STRIPE, PER CITY OF RENTON 3. CLEARANCE FROM BOTTOM OF SIGN TO 3 STANDARD PLANS, PAGE H008. z LEAST 7'0" FOR ONE SIGN AND 6b" END NEW APPROACH LINE STRIPE RADIUS G J s `� °��� -�/ / // MATCH EXISTING EDGE STRIPE [� - j TOP OF SIDEWALK /CURB SHALL BE AT STA 12 +32.5 _1.OFT_RT_ ROW 3 Liles S \� / ,✓ .' / O INSTALL DOUBLE YELLOW RPM CENTER LINE STRIPE, PER CITY OF J J FOR TWO SIGNS. MAINTAIN A MINIMUM BEGIN NEW APPROACH LINE STRIPE ` "� '\ / 15 RENTON STANDARD PLANS, PAGE H001. z 2FT HORIZONTAL CLEARANCE FROM EDGE I� 2 F / OF SIGN TO FACE OF CURB WHERE NO STA 12 +33.0 13.OFT RT X / /n4 OF B x EXISTING GUARDRAIL / © INSTALL WHITE RPM APPROACH LINE STRIPE, PER CITY OF RENTON O w SIDEWALK. MAINTAIN 2FT HORIZONTAL END NEW APPROACH LINE STRIPE RADIUS STANDARD PLANS, PAGE H002. M :D z CLEARANCE FROM BACK OF SIDEWALK. BEGIN NEW APPROACH LINE STRIPE /\• .S•_ I / O/ _ v X. i� ;' , / %O INSTALL 181N THERMOPLASTIC STOP BAR, PER CITY OF RENTON �°J �- STA 12 +00.0, 26.OFT RT _ _ / �� -j � / / 1 ,�/ % STANDARD PLANS, PAGE H008. Z W I_ END NEW YELLOW PRECAST TRAFFIC CURB RADIUS � l / O > N BEGIN NEW CENTER LINE STRIPE RADIUS (R =75FT) / 13 STA 13+00 0 46 .OFT / O DELETED. / 4 RT / / C Q J STA 11 +44.0, 22.OFT RT �� f/ / �� 10 - / �' EXISTING END NEW SKIP STRIPE / / /' /� j / O9 INSTALL 81N SOLID WHITE PAINTED GORE STRIPE z END NEW YELLOW PRECAST TRAFFIC CURB RADIUS \ / , / ROW BEGIN NEW EDGE STRIPE % „� % _ z BEGIN NEW YELLOW PRECAST TRAFFIC CURB RADIUS (R =75FT) 11 O / 2 / /� i / / s / /v 10 INSTALL HACHURE STRIPE PER DETAIL A, THIS SHEET. fy \ / STA 12 +33.5 37.0FT R7 i / / (n Q z STA 11 +56.0 10.SFT LT / ! i 7� jjj? /' _ END NEW LANE LINE STRIPE RADIUS / r-,N INSTALL WHITE RPM LANE LINE STRIPE, PER CITY OF RENTON STANDARD Q = BEGIN NEW SKIP STRIPE RADIUS (R= 110FT) \ / �j / /.j BEGIN NEW LANE LINE STRIPE - / , , ,!� / PLANS, PAGE H002. r �, - STA 12 +33,5__48_OFT RT 9 i ! 12 INSTALL TYPE "C" BLOCK PRECAST TRAFFIC CURB, PER CITY OF RENTON STA 11 +46.5, tO.OFT RT ! _ J STANDARD PLANS, PAGE H007. U ! �_ / _ END NEW EDGE STRIPE RADIUS LL1 END NEW APPROACH LINE STRIPE RADIUS / S BEGIN NEW SKIP STRIPE /// / / � BEGIN NEW APPROACH LINE STRIPE RADIUS (R =87FT) ) I 13 Jv / 13 INSTALL 1'.;1 WHITE PAINTED SKIP STRIPE, PER DETAIL B, THIS SHEET. Q STA 11+48.5. 2.OFT LT i \ \\ �I I '� 12 % STA __11 +40 0 34 OFT RT END NEW APPROACH LINE STRIPE RADIUS II i ' END NEW LANE STRIPE RADIUS /" /- i J ( ) / /O INSTALL 4IN WHITE TYPE RPM RADIUS STRIPE. PLACE RPM'S 3FT I BEGIN NEW LANE STRIPE RADIUS R =63FT �/ 14 ON- CENTER. BEGIN NEW APPROACH LINE STRIPE RADIUS (R -99FT) �I �I ,.� .j 4v / STA 1 1 +50.0 - 36.OFT LT -_ '� i j / PROPOSED FACE_OF_.CURB / /,,' / �._/j" / / / / 15 INSTALL BIKE LANE MARKING, PER THE DETAIL INCLUDED IN THE SPECIAL J END NEW EDGE STRIPE RADIUS PROVISIONS. STA 1 1 +34.0 47.OFT RT / / INSTALL AT APPROXIMATE OCATION SHOWN. vp STA i1 +42,5_34.5FT LT __ - / / \I !/ TE ENO NEW EDGE STRIPE RADIUS / / / ° � END NEW CENTER STRIPE RADIUS / CONSTRUCTION NOTES (Np) �h BEGIN NEW EDGE STRIPE RADIUS E STA 11 +46.0, 53.5FT LT /� '.I -. (R =52F7) /�/ ti� �� =-x;' .,/�, , 1 REMOVE EXISTING PAVEMENT ARROW. 3 END NEW EDGE STRIPE j/ / �`' ,/C;� -� i 1 EXISTING EDGE � ` / / T 2 REMOVE EXISTING ISLAND AREA. >_. �_ BEGIN NEW EDGE STRIPE RADIUS (R =58FT) % q (��)r 'OF PAVEMENT / - -_�- ~ LiJ a Ll STA 1 1 +40.0 48.5FT LT / _ REMOVE EXISTING RAISED END NEW CENTER STRIPE 5 6�- ' 1 �.. \ ' / 15 / . / " v % i �% - PARK AVE STA 8 +28.5, 41.OFT LT SED CURB. L E BEGIN NEW CENTER STRIPE RADIUS (R =48F�' `--( -_ _ /; " - --r _ j ; ` BEGIN NEW EDGE STRIPE O REMOVE EXISTING STOP BAR. m E (r'F / �._- } , -- MATCH EXISTING EDGE STRIPE O REMOVE EXISTING RPM RADIUS. T i E / i ! 12 - - - - -- \ " (� PARK AVE STA 7 ±96.0, 41.OFT_LT °N ! , 4 - -- 1� REMOVE EXISTING LANE STRIPE, PARK AVE STA 7 +29.5 TO PARK \ - END NEW EDGE STRIPE O TYp �, - -__ - AVE STA 8 +76.0. .G 13 S (�. -A& �; �\ `.� (� \•`� R= 60FT -, �i -- BEGIN NEW EDGE STRIPE RADIUS (R =34FT) - a� STA 11 +39.0. 78.OFT LT \� / is /, `1 j i'- -_- - / O7 REMOVE EXISTING EDGE STRIPE, PARK AVE STA 8 +28.5 TO LAKE BEGIN NEW EDGE STRIPE /`QQ� / / q j 16 \ �3 / _ %PARK AVE STA 7 +89.0, 29.OFT LT WASHINGTON BLVD STA 15 +99.0. �`. / / END NEW GORE STRIPE STA 11 +34.0, 73.SFT LT �7 `i \ti y• 12 i' - % MATCH EXISTING GORE STRIPE XP /- \� G - \,t STA 11 +30.5 36.OFf LT i 11 �, �2 f- �' - _L gO REMOVE EXISTING LANE STRIPE. LAKE WASHINGTON BLVD STA BEGIN NEW CENTER STRIPE O QG / END NEW EDGE STRIPE \/ °•. 1 / 10 +70.0 TO LAKE WASHINGTON BLVD STA 11 +06.0. .1 . 1 i .. -... O i. ; /. _- PARK AVE STA 7 +78.5 29.5FT LT _ FT SHY - / END NEW EDGE STRIPE O REMOVE EXISTING CENTER STRIPE, LAKE WASHINGTON BLVD STA Y STA 11 +24.5. 70.OFT LT ,' 17 1 <�g �-: v / t - (TYP�' BEGIN NEW GORE STRIPE 10 +70.0 TO LAKE WASHINGTON BLVD STA 17 +19.5. -- /Q' '��� BEGIN NEW ISLAND EDGE STRIPE RADIUS (R =58FT) STRIPE, LAKE WASHINGTON BLVD STA a BEGIN NEW EDGE STRIPE \ / R =2 SFT REMOVE EXISTING LANE STA 11 +30 -5, 53.5FT LT r/ \� I' i -_ j �% i 10 / PARK AVE STA 7 +88.5. 7.OFT RT �x / / 11 +77.0 TO LAKE WASHINGTON BLVD STA 12 +75.0. END NEW EDGE STRIPE END NEW CENTER LINE STRIPE RADIUS lit Ir I/ BEGIN NEW EDGE STRIPE RADIUS (R =38FT) , �,)� O7 // / O - BEGIN NEW CENTER LINE STRIPE 11 REMOVE EXISTING EDGE STRIPE, LAKE WASHINGTON BLVD STA STA 11 +06.0 _ _ \ X. 11l', O '" - 11 +66.0 TO LAKE WASHINGTON BLVD STA 12+32.5. -- -� `. {{ / - y -/ PARK AVE STA 7 +77.5, 6.SF7 RT 66 END NEW LANE STRIPE. BEGIN NEW LANE LINE STRIPE RADIUS \ �; - _ IF E i it / \." / END NEW RPM STRIPE �I'� 12 REMOVE EXISTING CENTER STRIPE. �9 (R= 92FT). 29.OFT RT \,, O Rr END NEW YELLOW PRECAST TRAFFIC CURE. BEGIN NEW YELLOW PRECAST 13 REMOVE EXISTING APPROACH LINE STRIPE - TRAFFIC CURB RADIUS (R= 104FT), 17.OFT RT }I / 14\ .,' %- - PARK AVE STA 7 +47.5, 6.OFT LT N END NEW APPROACH LINE STRIPE, BEGIN NEW APPROACH LINE STRIPE / \ 1 / ,�� - i // BEGIN NEW CENTER LINE STRIPE RADIUS (R= 66.OFT) 14 REMOVE EXISTING STOP BAR TO THE LIMITS SHOWN. RADIUS (R= 116FT), 5.OFT RT �/ \ m END NEW APPROACH LINE STRIPE, BEGIN NEW APPROACH LINE STRIPE / yi j �rl - �,,..\ 75 INSTALL 'YIELD" SIGN ON A 4IN X 4IN WOOD POST AT THE m RADIUS (R= 128FT), 7.OFT LT / -PARK AVE STA 7 +48.5, 3SFT RT APPROXIMATE LOCATION SHOWN, PER CITY OF RENTON STANDARD u x u j j' END NEW RPM STRIPE RADIUS (R =45FT) PLANS, PAGE G008. STA 10 +70.0 lJ `i - - >E/ BEGIN NEW RPM STRIPE INSTALL STOP EAR, 18.5FT LT % / (" INSTALL R3-5 "ONLY" SIGN, PER THE SIGN DETAILS ON THIS SHEET, u BEGIN NEW APPROACH LINE STRIPE, 7.OF7 LT j/ 10 40 16 ON THE EXISTING LUMINAIRE POLE BELOW THE EXISTING STOP SIGN. BEGIN NEW APPROACH LINE STRIPE, 5.OFT RT -� r� r'}% Y PARK AVE STA 7+51.0. 18.5FT RT INSTALL STOP BAR, BEGIN NEW YELLOW PRECAST TRAFFIC CURB, 17.OFT RT / UJ %` ;� - 17 INSTALL R3 -8a LANE USE SIGN, PER THE SIGN DETAILS ON THIS 10 r / 14 END NEW RPM STRIPE RADIUS (R =56FT) 0 20 60 a ---� '/ -- -- -- SHEET, ON A 4IN X 4IN WOOD POST AT THE APPROXIMATE LOCATION a STA 10 +70.0. 29.0FT RT �� / - i !' / SCALE: 1" 20• SHOWN, PER CITY OF RENTON STANDARD PLANS, PAGE G008. END NEW RPM STRIPE RADIUS STA 10 +86.0, 42.0FT RT w BEGIN NEW LANE LINE STRIPE % ' ANGLE POINT NEW ISLAND EDGE STRIPE PARK AVE STA 6 +775 10.OFT RT �- � ,i MATCH LINE - THIS SHEET LEFT END NEW RPM STRIPE RADIUS / / � /� 14 12 ! PARK AVE STA 7 +30.0, 30.OFT LT r BEGIN NEW RPM STRIPE RADIUS (R= 4.5FT) / /% / �� / ANGLE POINT NEW ISLAND EDGE STRIPE O / / / m / EXISTING TRAFFIC / _ PARK AVE STA 6 +79_5, 18.5FT RT _ / s /� / i CURB /DOUBLE YELLOW PARK AVE STA 6 +28.0, 6.0 LT _ _ - _ / i� / /// / r - END NEW RPM STRIPE RADIUS ' / : I ! RPM CENTER LINE STRIPE BEGIN NEW RPM STRIPE RADIUS (R =92FT) f // / END NEW WHITE PRECAST TRAFFIC CURB PARK AVE STA 6 +28.0 6-OF RT _ / ' __. _- �f c/ `� -" �� PAPK AJE STA 6 +43 0, 18 OFT RT_, BEGIN NEW RPM STRIPE RADIUS (R= 104FT) / � //, NEW 4" YELLOW / i L O /- ij - _ - BEGIN NEW RPM STRIPE RADIUS (R= 116FT) V T 45 5� j PAINTED EDGE STRIPE EXISTING PARK AVE STA 6 +_27.0, 18.5FT RT_ FACE OF CURB BEGIN NEW WHITE PRECAST TRAFFIC CURB NEW DOUBLE YELLOW RPM CENTER LINE STRIPE TAI A DETAIL � ! 30` � \c AER T e CHECK FOR COMPLIANCE r�/ / �e.:oewAStiy TO CITY STANDARDS DATES3/ F ONLY ONLY ONLY 35635 ��: �2 DATE �� \ ' SS�•E.NG DATE MATCH LINE - THIS SHEET RIGHTS /� R3 -5 R3 -so ONAL�2N -ol 77io- k /•�8� SIGN DETAILS E %FIRES 2/200, $fr,pNNEU JUL 2 7 cuui e • o � IL �t M SEC 8, TWP 23N, RGE 5E, W.M. a 04 's 0 i} 60' -- -� — — i.►-- 30' W-1 _ . 46" 1-0-- Qo It..a ]- tijgTCh di W D Z `t h 30" N o. 1 "l i {� ` � i STA 16 +58 0 S SFT RT F �, Qom` 36� ONLY o ` o>H v oHLr 3 INSTALL STOP BAR_ ,l mQ z R3 -8 (MOD.) R3-e � SF z SIGN DETAILS STA ...16 ±50 0 _.. -... -- - -- - ..__ -. i 7 O Q ANGLE POINT NEW PRECAST TRAFFIC CURB, 5.5FT R / I N ANGLE POINT NEW LANE LINE STRIPE, 5 5FT LT /, - ' -`"_- �!3 C� / 8 13 z N � 6` 14 Qz - , _ OF EXISTING STA 16 +57,0, 28.5FT RT_ W Q U /' STA 16 +08.5, 7.5FT RT h SA " l ANGLE POINT NEW EDGE STRIPE END NEW CENTER LINE STRIPE - ___ ./ 5A Y j BEGIN NEW YELLOW PRECAST - + 58 '`ANGLE6POWT NEW SAPPROACH LINE STRIPE Q TRAFFIC CURB _ 3 56 '� / STA 16+34.5, 29 5FT RT BEGIN NEW EDGE STRIPE INSTALL STOP BAR STA 16+00.0 20.OFT RT EXISTING END NEW LANE LINE STRIPE L- Z s E ROW / / , t0 BEGIN NEW APPROACH LINE STRIPE OOH '!-,S_TA 15 +99:0, 31.5FT RT 15 +25.0,- 4.OFT RT - -` END NEW EDGE STRIPE W a a / END NEW LANE LINE STRIPE RADIUS /.' -/� / MATCH EXISTING EDGE STRIPE L.) �' �,o BEGIN NEW LANE LINE STRIPE / PROPOKLD i EDGE STRIPE mE STA 15 +26_0, - 15.OFT RT END NEW CENTER LINE STRIPE RADIUS BEGIN NEW CENTER LINE STRIPE 7 a 2/ %6�./ / / 7' -STA 15 +26.5. 260,FT RT S END NEW LANE LINE STRIPE RADIUS // js BEGIN NEW LANE LINE STRIPE o Q! 6 STA 15 +27.5, 37.OFT RT END NEW EDGE STRIPE RADIUS BEGIN NEW EDGE STRIPE x EXISTING �{ FACE OF CURE, EXISTING EDGE STRIPE (TO REMAIN) Y 3�� a --,PROPOSED _ FACE OF CURB 2 107 ,- "EXISTING _ EDGE STRIPE -EXISTING RIGHT OF WAY ,EXISTING___ EDGE OF PAVEMENT F s �9 4 7 / STA 13 +15.0 .____ _ _ _ __ ______ _ o END NEW EDGE STRIPE, BEGIN NEW EDGE STRIPE RADIUS (R= 418FT), 44.OFT RT s�F END NEW LANE LINE STRIPE, BEGIN NEW LANE LINE STRIPE RADIUS (R= 407FT), 33.OFT RT > END NEW CENTER LINE STRIPE, BEGIN NEW CENTER LINE STRIPE RADIUS (R= 396FT), 22-OFF RT sy END NEW APPROACH LINE STRIPE, BEGIN NEW LANE STRIPE RADIUS (R= 385FT), 11.OFT RT (n END NEW APPROACH LINE STRIPE, O.OFT RT F 10 40 O 20 60 SCALE: 1" = 20' GENERAL NOTES FOR GENERAL NOTES AND LEGEND, SEE SHEET CH 1. CHANNELIZATION NOTES OINSTALL 41N SOLID WHITE PAINTED EDGE STRIPE, PER CITY OF RENTON STANDARD PLANS, PAGE H008. OINSTALL DOUBLE YELLOW RPM CENTER LINE STRIPE, PER CITY OF RENTON STANDARD PLANS, PAGE H001. OINSTALL WHITE RPM LANE LINE STRIPE, PER CITY OF RENTON STANDARD PLANS, PAGE H002. OINSTALL WHITE RPM APPROACH LINE STRIPE, PER CITY OF RENTON STANDARD PLANS. PAGE H002. O INSTALL RAILROAD CROSSING MARKING, PER CITY OF RENTON STANDARD PLANS, PAGE H008. SA INSTALL 16" WHITE THERMOPLASTIC RAILROAD CROSSING SYMBOL. 56 INSTALL 24" WHITE THERMOPLASTIC RAILROAD STOP BAR. OINSTALL BIKE LANE MARKING, PER THE DETAIL INCLUDED IN THE SPECIAL PROVISIONS. INSTALL AT APPROXIMATE LOCATION SHOWN. O7 INSTALL TYPE "C" BLOCK PRECAST TRAFFIC CURB, PER CITY OF RENTON STANDRAD PLANS, PAGE H007. TIM288202, CONSTRUCTION NOTE$ ORELOCATE EXISTING "20 MPH 4" SIGN TO APPROXIMATE LOCATION SHOWN. 2 REMOVE EXISTING EDGE STRIPE, PARK AVE STA 8 +28.5 TO STA 15 +99.0. 3 REMOVE EXISTING EDGE STRIPE, STA 16+13.0 TO STA 16 +34.5. OREMOVE EXISTING EDGE STRIPE, STA 16 +13.0 TO STA 17 +40.5. 5O REMOVE EXISTING RAILROAD MARKING STOP BAR. 6 REMOVE EXISTING CENTER STRIPE, STA 10 +70.0 TO STA 17 +19.5. 7 REMOVE EXISTING LANE STRIPE, STA 11 +77.0 TO STA 13 +38.0. 8O REMOVE EXISTING RAILROAD STRIPING. O9 RELOCATE EXISTING "ILK WASH BLVD 1 HOUSER WAY/F" SIGN TO APPROXIMATE LOCATION SHOWN. 10 REMOVE EXISTING "LEFT TURN PROHIBITED" SIGN FROM EXISTING LUMINAIRE POLE AND MOUNT ON NEW 41N X 41N WOOD POST AT THE APPROXIMATE LOCATION SHOWN, PER CITY OF RENTON STANDARD PLANS. 11 REMOVE EXISTING "NO PARKING" SIGN FROM EXISTING (TO BE RELOCATED) LUMINAIRE POLE, AND ATTACH TO NEW LUMINAIRE POLE (TYPICAL, ALL EAST -SIDE POLES). 12 RELOCATE EXISTING "RAILROAD CROSSING" SIGN TO THE NEW LUMINAIRE POLE ABOVE THE "GENE COULON MEMORIAL BEACH PARK" SIGN. 13 RELOCATE EXISTING "OVERWEIGHT VEHICLES PROHIBITED" SIGN TO APPROXIMATE LOCATION SHOWN. O14 RELOCATE EXISTING "GENE COULON MEMORIAL BEACH PARK" SIGN FROM EXISTING (TO BE RELOCATED) LUMINAIRE POLE ONTO NEW LUMINAIRE POLE. REMOVE EXISTING STOP SIGN FROM EXISTING LUMINAIRE POLE. 15 INSTALL R3 -8o LANE USE SIGN, PER THE SIGN DETAILS ON THIS SHEET, ON A 41N 0 X 41N WOOD POST AT THE APPROXIMATE LOCATION SHOWN, PER CITY OF RENTON STANDARD PLANS, PAGE G008. 16 INSTALL R3 -8 LANE USE SIGN, PER THE SIGN DETAILS ON THIS SHEET, ON NEW LUMINAIRE POLE. 17 INSTALL R3 -8 (MOD.) TWO -POST LANE USE SIGN PER CITY OF RENTON STANDARD PLANS, PAGE G008. AT APPROXIMATE LOCATION SHOWN, PER THE SIGN DETAILS ON THIS SHEET. CHECK FOR COMPLIANCE TO CITY STANDARDS P� DATES' ; / -01 DATE __DATE CO, - = cPS'` ce SCANNED 411 `' ^ 2001 o ® a. u. DETAIL CONSTRUCTION NOTES E W.M. o SIGN DET, SEC H, TWP 23N, RGE - �- 36• -� i REMOVE EXISTING PAVEMENT ARROW. MATCH LINE THIS SHEET BELOW INSTALL W10 -3(L) RAILROAD CROSSING SIGN, PER '.THE SIGN DETAILS ON THIS STA 20 +40.5 6.OFT RT \ = H1 706 SHEET, ON A 41N X 41N WOOD POST AT THE APPROXIMATE LOCATION SHOWN, EXISTING "'- 13 "" C.i 2 REMOVE EXISTING RAILROAD STRIPING. \� -- O END NEW YELLOW PRECAST TRAFFIC CURB RADIUS g PER CITY OF RENTON STANDARD PANS. PAGE G00�. EDGE STRIPE 13 BEGIN NEW CENTER LINE STRIPE RADIUS I 1 I I 8 Y R3_8 30• h 30• 3 REMOVE EXISTING BIKE LANE SYMBOL. ( ) (TO REMAIN) INSTALL W10 -3 R RAILROAD CROSSING SIGN, PER ITHE SIGN DETAILS ON THIS !!11 j I SHEET, ON A 41N X 4IN WOOD POST AT THE APPROXIMATE LOCATION SHOWN, % - I I 1 STA NEW .0 9-OFT STRIPE ONLY ONLY 4 REMOVE EXISTING EDGE S- TRIPE. LAKE WASHINGTON BLVD PER CITY OF RENTON STANDARD PLANS, PAGE 0006. �.'• • % - - ",Q:' / MATDCHEEXIS�ING STRIPING ADIUS O STA 16 +13.0 TO LAKE WASHINGTON BLVD STA 17 +40.5. / I(�I 2' 2' 2' 2' 2' I �!- INSTALL W10 -1 RAILROAD CROSSING SIGN, PER THE IGN DETAILS ON THIS 16 >n / - - - - -- END IMPROIVEMEII - S ` 5 REMOVE EXISTING EDGE STRIPE. LAKE WASHINGTON BLVD 78 SHEET, ON A 4 X 41N WOOD POST AT THE APPROXIMATE LOCATION SHOWN, -!~ STA 17 +32.0 TO LAKE WASHINGTON BLVD STA 17 +40.5. PER CITY OF RENTON STANDARD PLANS, PAGE GOG'P. f' 30' 30• 30• -30" EXISTING EDGE -_8 - I Q - O REMOVE EXISTING STOP BAR. 19 RELOCATE EXISTING "NO PARKING" SIGN. OF PAVEMENT' iO ® ® I I 1 .`I- -STA 22 +77.0. 14AFT RT > z I END NEW EDGE STRIPE RADIUS O REMOVE EXISTING EDGE STRIPE, LAKE WASHINGTON BLVD INSTALL W10 -4 (CROSSING ON LEFT) RAILROAD CROSSING SIGN. PER THE SIGN �( :m, I DETAIL A I i MATCH EXISTING STRIPING Li Q 7 STA 17 +63.0 TO LAKE WASHINGTON BLVD STA 18 +14.0. 20 DETAILS ON THIS `HEET, ON A 4IN X 41N WOOD POST AT THE APPROXIMATE EXISTING I _I J LOCATION SHOWN. PER CITY OF RENTON STANDARD PLANS, PAGE 0008. ROW /17 STA 22 +71_0 2,OFT LT W10_3(L) Wt0_3LR1 8 REMOVE EXISTING EDGE STRIPE, LAKE WASHINGTON BLVD O O - --36• - -}•� -- O STA 18 +00.0 TO LAKE WASHINGTON BLVD STA 19 +06.0. INSTALL R3 -802 LANE USE SIGN, PER THE SIGN LETAIL5 ON THIS SHEET, ON A / END NEW CENTERLINE STRIPE RADIUS ) + -_ -- _ (� REMOVE EXISTING CENTER STRIPE, LAKE WASHINGTON BLVD 27 41N X 4IN WOOD POST AT THE APPROXIMATE LOCAj10N SHOWN, PER CITY OF 3 t( 2' MATCH EXISTING STRIPING I I O STA 10 +70 0 TO LAKE WASHINGTON' BLVD STA 22 +71.0. RENTON STANDARD PLANS, PAGE 0008. • I - /\ i 4 - co PROPOSED EDGE- _STRIPE ___ I i m () /�`301 R R 1 1 5I O REMOVE EXISTING EDGE STRIPE, LAKE WASHINGTON BLVD O REMOVE EXISTING EDGE STRIPE, LAKE WASHINGTON BLVD STA 78 +72.0 TO LAKE Qj PROPOSED EDGE OF PAVEMENT U 22 WASHINGTON BLVD STA 22 +71.0. I !�) 30• �• 30• 10 STA 18 +73.0 TO TAKE WASHINGTON BLVD STA 22 +71.0. / EXISTING EDGE + ` / -- - --- ` O Q N i 11 REMOVE EXISTING CROSSWALK. 23 INSTALL R7 -202 "NO PARKING TAM TO 9AM" SIGN PER THE DETAILS ON THIS / OF PAVEMENT `_ CI:'IDREN Al O SHEET, ON A 4IN X 41N WOOD POST AT THE APPROXIMATE LOCATION SHOWN,r J PER CfTY OF RENTON STANDARD PLANS, PAGE GO STA 79 +76.00 8.5FT RT Tab j j I I PROPOSED EDGE OF PAVEMENT L LJ ++� 12 REMOVE EXISTING STOP SIGN. PLAY " / v q1 INSTALL STOP BAR 11 , , Z F- L1J W10 -4 INSTALL R7 7 NO PARKING ANYTIME' SIGN, PER E DETAILS ON THIS SHEET, I I PROPOSED EDGE STRIPE z W15 -1 (jam 13 REMOVE EXISTING "STOP SIGN AHEAD SIGN. 24 ON A 41N X 41N WOOD POST AT THE APPROXIMATE LOCATION SHOWN, PER CITY I`- - - :F _._STA 19 +68.0, 8.5FT RT z?; OF RENTON STANDARD PLANS, PAGE G008. -���- f / END NEW CENTER LINE STRIPE RADIUS j , j ! INSTALL R3 -8 LANE USE SIGN, PER THE �\ Q' / n BEGIN NEW YELLOW PRECAST TRAFFIC CURB 22� I Q �i -- 72•x'• 1. 4, �. INSTALL R7 -2 (MOD.) "NO PARKING TAM TO 9AM" SIGN �, �-C Q - 72• -1►j SIGN DETAILS ON THIS SHEET, ON A 41id f1 / 25 / / If I -Oli I _ 4IN WOOD POST AT THE APPROXIMATES "` \� y i O PER THE DETAIL -, ON THIS 5 EET, UNDER THE PROPOSED 22 RADIUS (R= 1600FT)/(.I ) II U LOCATION SHOW, PER CITY OF RENTON' "NO PARKING ANY TIME" SIGN SEE CONSTRUCTION NOTE 24 ��\ \ �'� 1 C +,. STA 19 +50.0 7.5FT LT EXISTING STANDARD PLANS, PAGE _008. ` \ 13 INSTALL W15 -1 (MOD.) "C 1LDREN AT PLAY" SIGN, EDGE STRIPE; ,� ff LyJ R7_i PARM 18. Pj \ `', J , 26 PER THE DETAILS ON THIS SHEET. 1 `f I END NEW LANE LINE STRIPE RADIUS I (; I Q I 22 \� ANY 78 R7_202 15 RELOCATE EXISTING "BIKE ROUTE" SIGN UNDER € I EXISTING EDGE PROPOSED RAILROAD CROSSING SIGN. SE 7f - �- STA 19 +49.5, 9.5FT RT `Y. -�� - - -- -..STA 7 +43.5 120.SFT RT u.l I I OF PAVEMENT Q TIME I 7AM CONSTRUCTION NOTE 16.�73A Q �, END NEW CENTER LINE STRI E STA t9 +760. ta0F7 LT 1Y END NEW CENTER LINE STRIPE RADIUS h MATCH EXISTING STRIPING I '2 /10 EXISTING EDGE / f TO 9AM STA 2 +42.0 \ \ �. -8, Z - INSTALL STOP BAR '/ - �� STA 18 +86.0. 16.5FT LT OF PAVEMENT I ' 0 1 j END NEW LANE LINE STRIPE 16 SFT RT - - EXISTING END NEW EDGE STRIPE m 12• BEGIN NEW LANE LINE STRIPE RADIUS 1 it 26 EASEMENT STA- 18 +96.5,21.OFT lY _ // STA 78 +82.5, 5.5FT LT ! I I (R= 176FT), 16.5FT RT 7I !! END NEW EDGE STRIP�. i j Z a° BEGIN NEW SKIP STRIPE RADIUS 1 18 ' O L 'I', PROPOSED_ 't�- '� 70 76, /BEGIN NEW LANE LINE STRIPE RADIUS (R= 989FT) I i I �O i I R= { 1f FACE OF CURB i;,1 �.��. - STA 18 +63.5 7.OFT LT ' co 8 ( 187FT), 27.5FT RT y / I I Z o.� PAW(q�G \� - I r x'19 END NEW LANE LINE STRIPE I Z ! CJ r- = 18 EL2 INSTALL STOP RT 1 I -,,,. _ -. - -- - EDGEOSTRIPE // 3 / - ,`'' EXISTING EDGE STRIPE STA , `J 3a 7AM im QJ )' W5T i +OSTO I- V ._- -j-- BEGIN NEW CENTER 41NIE STRIPE.^ rn f ALL P BAR, BEGIN NEW. CENTER - - \ `t?' / i - -- STA 18 +61.0. 4.OFT RT 1 �� __-. -_ __ STA 1 +86.0, 1.6.5FT RT - 1� t t1. LINE STRIPE RADIUS (R= 322FT), 5.5FT RT / r rt.' / �- 1.LN " BEGIN NEW APPROA H LINE STRIPE r( '! END NEW CENTER LINE STRIPE I F W 'a _ "BEOtN -NEW_ E UNE STRIP 3' I i W N (� W J \ - L"'- f1 RADIUS (R= 334FT), 17.SFT RT O ,3.; BEGIN NEW CENTER LINE STRIPE RADIUS (R= 1000FT) I Y �_ STA 1 +56.0, 45_.5F7 RT �� - I i / ! , SIN 8 +57.5 13.DFT RT / �L a E (n - - - - -. _ •` INSTALL STGP SAR - ^7 I•. END NEW CENTER LINE STRIPE , ! _ r i i m E _ - - ,. - / 7 STA 0 +47.0 17. RT STRIPE, t; .p = E N _ „�- _ - - - -- - BEGIN NEW APPR ACH LINE i STRIPE RADIUS ( 1600FT)I 1 -- - STA_ 18+42.0, 3 5FT RT i it S �OI 1 ER LINE STRIPE II �a �I �� - '� '. v -STA 0 +70.5 29.5FT RT ` 700 � - � 1 � 70 ( I -- �____ -_ _ END NEW CENT 70 40 INSTALL STOP BAR ;5.. Q, a / / STA 18 +57.5 i t r� I 0 20 60 END NEW EDGE STRIPE, BEGIN NEW EDGE I 10 1 F7 ; , .��"/ ; - STRIPE RADIUS R= 1611F7 , 24.OFT RT ( 21- SCALE: 1" = 20' W k -15• PROPOSED -� / / ! C ) ' 0 s Z 20' -- FACE OF CURB / l� 2 / �', f, / END NEW EDGE STRIPE, BEGIN NEW EDGE ! I g J O k 15' - -T_ 15 /0 / 5' STRIPE RADIUS (R= 1616FT). 29.OF7 RT I 1 13 ! - 0 10 7 ' \`� \ !r / STA 18 +43.0. 13.OFT RT 1 1 ! I 9' / 3�PROP SED �� `, EASEM NT t� ­i: L' / BEGIN NEW CENTER LINE - STRIPE �/`� C III �. _ s Q STA 3 +04.5. 25.OFT RT / I Q ^. -7i '( y / EXISTING ROW, - - - ---- / _ END NEW SKIP STRIPE RADIUS j 13A � .SOUT R � 2 z 16, (L7),,' _ !� -- -_____ J Hp � _ r '. `�� / /�r r -lg• / � .. 2 3 � �.. STA 18 ±24.5 - -- � / >z 6 iS/TE A� T BLVD Q f- 6 r -- - BEGIN NEW LANE E LINE STRIPE, 8 OFT LT w LT / 18 5' CESS`) 1,,' _.O; - "\ 'D - _ BEGIN NEW EDGE STRIPE, 24,OFT L7 - Y STA �55 138 `� / / :.' - - )i END NEW CENTER LINE STRIPE j /OSTA 1 +9D.5 _ .__� ` I �-rj - 1 15 - -' I - ��,_ - J l J W BEGIN NEW CENTER LINE / INSTALL STOP BAR, 16.5 _. 21 /L r 75, _ - / - -__ STA is +z7.D._>>.oFr RT MATCH LINE THIS SH ET ABOVE EO STRIPE RADIUS (Rs165FT) BEGIN NEW LANE LINE STRIPE, 5.5FT LT F `� - - -.,' _- O- 9O - __ ANGLE PT NEW CENTER LINE STRIPE c _ INSTALL STOP BAR, BEGIN NEW CENTER O al?e STA 2 +42.0. 5.5FT LT / LINE STRIPE, 5.5FT RT ` ~ / 5 I __ S STA 1 +16.5 12 6 rt END NEW LANE LINE STRIPE END NEW APPROACH LINE STRIPE R S. 5.5FT LT / -�� STA 18 +21 5 ; i 9 �� O6 ° O , NEW DOUBLE YELLOW END NEW CENTER LINE STRIPE RADIUS, .5Q RT 7 BEGIN NEW EDGE STRIPE, 24.SFT RT RPM CENTER LINE STRIPE CHANNEL NOTES END NEW APPROACH LINE STRIPE RADIUS, 17.SF� RT x BEGIN NW EDGE STRIPE, 29.5F7 RT �\ o� o 75 1 PROPOSED \ STA 3 +14.5. 24.5FT RT - - Y NEW 4" YELLOW m m O INSTALL TYPE 3L METHYLMETHACRYLATE PAVEMENT ARROW, PER CITY FACE OF CURB ", ''%t) STA 18 +25.0. 11.OFT RT BEGIN NEW. SKIP STRIPE! / W x OF RENTON STANDARD PLANS. PAGE H009. T / Y BEGIN NW CENTER LINE PAINTED EDGE STRIPE -� 45 SFT RADIUS (R= 787FT) STA 1 +00.0 _ /i/ / ? _ -� ,� STRIPE \ ^` 2 INSTALL TYPE 3R METHYLMETHACRYLATE PAVEMENT ARROW, PER CITY INSTALL 5 ?Co oqq 7 5.5� r LT _ STA 3 +60. 20.OFT RTC\ ' a O OF RENTON STANDARD PLANS, PAGE H009. BEGIN NEW APPROACH LINE STRIPE 72 \. -� // NEW DOUBLE YELLOW / A; �, ' STA 18 NEW C TER IN RPM CENTER LINE STRIPE END NEW SKIP STRIPE RADIUS �� 11 / F N x y r �' BEGIN NW CENTER LINE RADIUS (R= 311FT), 5.5FT LT 21 � O INSTALL TYPE 1 METHYLMETHACRYLATE PAVEMENT ARROW, PER CITY OF O ;�� O STRIPE pETAIL B STA 3 +80.5 6.5FT RT � a 3 RENTON STANDARD PLANS, PAGE H009. STA 0 +68.5 17.SFT RT _ _ -r / 11 END NEW LANE LINE STRIPE RADIU a END NEw APPROACH LINE STRIPE j Li \ 72 /�` BEGIN NEW LANE LINE STRIPE a O INSTALL TYPE 2L ME THYLMETHACRYLATE PAVEMENT ARROW, PER CITY PROPOSED_FACE.. �f ., ice,, STA -- C. 25.OFT RT / 10 STA 0 +66.5. 5.5FT RT / i / �� IF CURB / 1 END NW SKIP STRIPE MATCH LINE - THIS SHEET BELOW w OF RENTON STANDARD PLANS, PAGE H009. '� INSTALL STOP BAR # �\ , 1 1 - / �' o END NEW CENTER LINE STRIPE -'� Il - �: �/ �. STA 77 +93.0, 33.SFT LT O INSTALL TYPE 4 METHYLMETHACRYLATE PAVEMENT ARROW, PER CITY OF - END NEW RPM STRIPE RADIUS 5 �� ' PROPOSED 4 Q./ ° �. ?= O i RENTON STANDARD PLANS, PAGE H009. STA 0 +64.5. S.SFT LT _ _- _ / 7 EASEMENT - , END NEW RPM STRIPE LRADIUS END NEW APPROACH LINE STRIPE - - Q //� m O INSTALL 181N THERMOPLASTIC STOP LINE BAR, PER CITY OF RENTON EXISTING FACE / 6 STANDARD PLANS, PAGE H008. STA 0 +45 0 5 5FT RT -./ 1 OF CURB -/% TF, STA 17 +56.0G3 2.OFT RT BEGIN NEW CENTER LINE STRIPE STRIPE 1 EXISTING = f ND NEW ED /\ / R O INSTAL THERMOPLASTIC H012. CROSSWALK, PER CITY OF RENTON STANDARD STA 0+43.0. 5.5 LT _; 1 - EASEMENT. -- / - r - STA 17 +34.5 / j BEGIN NEW APPROACH LINE STRIPE ! O z BEGIN NEW RPM STRIPE RADIUS _ f __ O INSTALL 4IN SOLID WHITE PAINTED EDGE STRIPE. PER CITY OF RENTON STA 77 +245 SOFT LT _ T� 7 56 _ E RADIUS 8 END NEW LANE LINE STRIPE -Q- R SOFT . 5FT RT 5 23 STANDARD PLANS, PAGE H008. ` F t 6 BEGIN NEW RPM STRIP` / INSTALL DOUBLE YELLOW RPM CENTER LINE STRIPE, PER CITY OF EXISTING EDGE STRIPE i _ �• CR= FT), 17.5FT R� .i "- `b 6 /� STA 17 +33.0, 34.OFF RT / O RENTON STANDARD PLANS, PAGE H001. (TO REMAIN) \ 77 , 9 //j O 2 ANGLE POINT NEW EDGE STRIPE INSTALL WHITE RPM LANE LINE STRIPE. PER CITY OF RENTON STA 17 +14.0 5 5FT _RT 24 / 3 i O END NEW YELLOW PRECAST TRAFFIC CURB M,E 4 STA 17 +32.5.29AFT_RT "O. / O9 -75 �Q / 0 10 STANDARD PLANS, PAGE H002. r�' 0 1 15 END NEW EDGE STRIPE it 11 INSTALL 4IN WHITE PAINTED SKIP STRIPE PER DETAIL A, THIS SHEET. 15 INSTALL WHITE RPM APPROACH LINE STRIPE, PER CITY H /�F }5'; �' BEGIN NEW SKIP STRIPE O OF RENTON STANDARD PLANS, PAGE H002. S%g71 7 e0 17 14 STA 17 +23.0, 33.SFf_RT QX`G`V J / O INSTALL TYPE 2R METHYLMETHACRYLATE PAVEMENT ARROW, PER CITY fff 12 OF RENTON STANDARD PLANS. PAGE H009. 16 INSTALL HACHURE STRIPING PER DETAIL B, THIS SHEET. j6'x -72 r . BEGIN NEW EDGE STRIPE / Q G cXISTIN� EDGE' EXISTING STA 6 +00, 4.5FT LT // J'��'(�P ,� 7j•_ OF PAVEMENT EDGE OF PAVEMENT END NEW CENTER LINE STRIPE 13 / Q / INSTALL RAILROAD MARKING, PER CITY OF RENTON STANDARD PLANS, t7 INSTALL BIKE LANE MARKING PER THE DETAIL INCLUDED �+ MATCH ON -SITE STRIPING PAGE H008. WITH THE STANDARD PLANS. INSTALL AT APPROXIMATE FF 16 PROPOSED STA. 17 +06.0 _ __ - -,� -- - - -- INSTALL STOP BAR, 5.5FT RT LOCATION SHOWN. GENERAL NOTES `S�%A 15 FACE OF CURB END NEW APPROACH LINE STRIPE. 17.5FT RT // I3A INSTALL 16" WHITE THERMOPLASTIC RAILROAD CROSSING SYMBOL. `J - O % 78 INSTALL 4IN WHITE TYPE "I' RPM RADIUS STRIPE AT 3FT SEE SHEET CHI FOR GENERAL Cy2, ��PROPOSED _ INSTALL STOP BAR, 32.5FT RT // O / /= 13B INSTALL 24' WHITE THERMOPLASTIC STOP BAR. ON CENTER. NOTES AND LEGEND. EDGE STRIPE z 14 INSTALL TYPE "C" BLOCK PRECAST TRAFFIC CURB, PER CITY OF 79 INSTALL 4IN YELLOW TYPE "I" RPM RADIUS STRIPE AT / RENTON STANDARD PLANS, PAGE H007. 3FT ON CENTER. MATCH LINE - THIS SHEET ABOVE Tilt► °4t / -� �,� , LL 17 3 2 8:4 BEGIN NEW CENTER LINE STRIPE END NEW LANE LINE STRIPE R.T g/ CHECK FOR COMPLIANCE W ^Ss'•+:��� AY�i.,W I TO CITY STANDARDS P DATES /o O� -. -PE. 35635 GO. Fys cr StER NC' rONAI F' S -21FDI DATE . _. DATE _ I.. TTTI -__ EXPIRES 12/20/01 C /� SGHt�ncu JUL 2 7 2001 17 L ob,,, a R Q ry LLJ Q J Q � z m L.LJ Q zz z W CD O Q Z LL f— J Y Q J POLE SCHEDULE LUM. POLE NO. LOCATION POLE OFFSET MOUNTING HEIGHT ARM LENGTH SERVICE CIRCUIT (WATTAGE COMMENT EX. POLE DECAL NO. PROP. POLE DECAL NO. 1 EXISTING EXISTING 3OFT (EX.) 1OFT (EX.) EX. PARK/ GARDEN 25OW EX. I EXISTING POLE TO REMAIN 4802F - 2 11 +03.5 63.SFT RT 30FT (EX.) 8FT (EX.) EX. PARK/ GARDEN 25OW (EX. ) RELOCATE EX POLE AT STA 10 +99 TO PROPOSED POLE 4 LOCATION 4801F - 3 EXISTING EXISTING 40FT (EX.) TOR (EX.) SOUTHPORT RELMIP EXISTING POLE TO REMAIN a803F 48038 4 12 +48.5 56.OFT RT 3OF1 (EX.) 10FT (EX.) NEW SOUTHPORT 1 DOW REIAAIP RELOCATE EX. POLE AT STA 13 +40 70 PROPOSED POLE 4 LOCATION 4804F 4804B 5 12 +50.0 23.5FT LT 25FT (EX.) 10FT (EX. SOUTHPORT tOOW RELAMP RELOCATE EX. POLE AT STA 14 +50 TO PROPOSED POLE 5 LOCATION 4806F 48058 WIRING SCHEDULE (THIS SHEET ONLY) • ALL CONDUIT SHALL BE SC 80 UNLESS OTHERWISE NO ALL CONDUIT SHALL CONTA 8 GROUND WIRE •• EXISTING WIRING BASED ON AS- GUILTS. OTHER WIRES /CONDUCTORS MAY B PRESENT. ; o{ \ Q NO RACEWAY CONDUIT TW PR LOOP DETECT (J12 VEH 2C(SH) E V DETECT 3C(SH) VEH HEAD 5C PED HD/P8 5C(SH) ILLUM #6 ILLUM /8 VEH HEAD 20C INTER #22 12PCC INTER #22 6PCC EX NEW EX EW EX'WEW Ez EW EX E EX ji4NEW EX E E% NEW EX NE EX NEW 1 SAWCUT 1 2 SAWCUT 2 3 1 1/2-(EX) 2 2 4 2" EX 1 1 - 5 11 2' SCH40 4 ., 6 1 1/2' SCH40 2" SCH40 ! 2 ! I ! 1 7 2" SCH40 I 1 8 1 2" SCH40 2 9 , 2 10 2 1 1 /2 2 11 1 1/2- 1 2" t 2 12•• EX 1 1 /2 "(EX CITY OF RENTON STANDARD PLAN REFERENCES SEC, 8, TWP 23N, RGE 5E, W.M. / //' 10 40 \�('j� y 2 1/8" 2" __ ROUND EDGES FOR im PROTECTION / / 0 20 60 N / SCALE: 1" = 20' AB 7/16" DIAMETER THROUGH HOLE 2'• DIAMETER 1` 4 - MASTARM STD. PIPE / SIGNAL TENON DETAIL IEDULE :D. AND / l/ i ✓ j / jam, �! / , / j l/ /� ; / /.;' /' ; ' SIGNAL HEAD ASSIGNMENT /IQs PEDESTRIAN HEADS i r 26, 27 (EX) 46, 47 (EX) v o 1. LUMINAIRE POLES SHALL BE PROVIDED AND INSTALLED PER CITY OF RENTON STANDARD PLANS, PAGES J003, J006, J007, JOO8, J009, J014, AND J015. / ' 2. CONTROLLER AND SERVICE CABINETS SHALL BE PROVIDED AND INSTALLED PER / ��' `• -''h• U O 3 a CITY OF RENTON STANDARD PLANS, PAGES JO10, J011, J012, AND J028. �.. }- z" 3. CONDUCTOR FUSING AND SPLICING SHALL BE PROVIDED AND INSTALLED PER CITY `r OF RENTON STANDARD PLANS, PAGE J013. U co 4. JUNCTION BOXES SHALL BE PROVIDED AND INSTALLED PER CITY OF RENTON _ E STANDARD PLANS. PAGE J016, AND TYPE 3 JUNCTION BOXES SHALL BE DUAL HINGED LID PER WSDOT DETAIL 6.02.. JUNCTION BOXES OUTSIDE OF E PAVED /SIDEWALK AREAS SHALL INCLUDE A CONCRETE PAD PER CITY OF RENTON rnE STANDARD PLANS, PAGE 1008. -J/ /_�1,,g 1% -c Q, 5. SIGNAL AND PEDESTRIAN POLES SHALL BE PROVIDED AND INSTALLED PER CITY OF RENTON STANDARD PLANS, PAGES J021 -JO25. J029, J031, AND J035. 6. SIGNAL AND PEDESTRIAN HEADS AND MOUNTS SHALL BE PROVIDED AND INSTALLED It PER CITY OF RENTON STANDARD PLANS. PAGES J018 -J020 AND J036. 7. EMERGENCY VEHICLE PREEMPTION DETECTORS SHALL BE PROVIDED AND INSTALLED s ` PER CITY OF RENTON STANDARD PLANS, PAGE J032. - '" 0 8. INDUCTION LOOPS SHALL BE PROVIDED AND INSTALLED PER CITY OF RENTON STANDARD PLANS, PAGES J034, J038, AND J039. - 17 Y \ % � 7 \ o 9. SIGNAL HEAD TENONS SHALL BE PROVIDED AND INSTALLED PER CITY OF RENTON STANDARD PLANS, PAGE J037. R CONSTRUCTION NOTES (THIS SHEET ONLY) y \' Oj INSTALL 6'X6' LOOP DETECTOR PER CITY OF RENTON STANDARD PLANS. A 6FT DIAMETER ROUND LOOP DETECTOR MAY BE x SUBSTITUTED EXISTING LOOP LOCATIONS ARE APPROXIMATE. FIELD LOCATE EXISTING LOOPS PRIOR TO SAWCUTTING NEW LOOPS. n 2 REMOVE AND REPLACE EXISTING SIDEWALK AS NECESSARY FOR INSTALLATION OF NEW CONDUIT. SEE BRH PLANS. Z oat R� BREMOVE EXISTING CONDUCTORS AND CONDUIT. 7 \ \ 0 INSTALL SIGNAL HEAD 11 ON EXISTING CAPPED TENON WITH A TYPE M MOUNT PER CITY OF RENTON STANDARD PLANS. PULL 7 NEW 5C FROM HEAD 11 TO THE POLE 1 TERMINAL CABINET AND CONNECT TO EXISTING PHASE 1 SIGNAL HEAD TERMINALS. 11 O INSTALL SIGNAL HEAD 72 ON A NEW TENON AT THE LOCATION SHOWN. DRILL HOLE AND WELD A 2" TENON ON THE MAST ARM 1 mm 5 PER THE SIGNAL TENON DETAIL, THIS SHEET. CLEAN AND TREAT SURFACE WITH GALVANIZED TREATMENT PAINT PER WSDOT 4 / x STANDARD SPECIFICATIONS. SECTION 6- 07.3(4). USE A TYPE M MOUNT PER Cltt OF RENTON STANDARD PLANS. PULL NEW 5C F !/ FROM HEAD 72 TO THE POLE 1 TERMINAL CABINET AND CONNECT TO EXISTING PHASE 7 SIGNAL HEAD TERMINALS. OSPLICE NEW LOOPS 72 AND 74 TO EXISTING PHASE 7 (PLUG P38) 2C(SH) LOOP LEAD -IN CABLE AT THE EXISTING JUNCTION BOX. x o PULL NEW LOOP LEAD -IN AND INTERCONNECT CONDUCTORS THROUGH EXISTING CONDUIT INTO THE CONTROLLER. TERMINATE NEW CP2 O 2C(SH) LOOP LEAD -IN CABLE FOR NEW LOOPS 11, 12, 14, AND 15 TO EXISTING PHASE 1 DETECTOR TERMINALS IN THE a CONTROLLER (PLUG P33). TERMINATE NEW 6PCC TO THE EXISTING INTERCONNECT TERMINAL STRIP. a I,, O8 DISCONNECT EXISTING LOOP 45 AT THE JUNCTION BOX. RE- SPLICE EXISTING LOOPS 46 AND 47 TO THE EXISTING LOOP LEAD -IN / / 27 ✓/ CABLE. o O ABANDON EXISTING LOOP. / �\ 10 RELOCATE EXISTING COBRA HEAD 30 FT ALUMINUM LUMINAIRE POLE (APPROXIMATE STATION 10 +99. RT) ' TO PROPOSED POLE 2 LOCATION AND INSTALL NEW JUNCTION BOX. REMOVE EXISTING FOUNDATION / / / i ,A. m O AND EXISTING JUNCTION BOX. LUMINAIRE POLES 4 AND 5 TO BE REMOVED FROM THE EXISTING LIGHTING CIRCUIT AND SERVED FROM THE NFW SOUTHPORT BLVD TRAFFIC SIGNAL SERVICE CABINET. VERIFY POLE BASE BOLT PATTERN PRIOR TO POURING NEW FOUNDATION. 11 EXISTING LUMINAIRE /SIGNAL POLE TO REMAIN. /// �/✓ 12 RE -LAMP EXISTING LUMINAIRE POLE WITH A 10OW HIPS LAMP. INSTALL NEW JUNCTION BOX AGAINST BACK OF CURB TO AVOID DITCH BACK -SLOPE AND PROVIDE A CONCRETE FOR THE JUNCTION BOX PER CITY OF RENTON STANDARD PLANS, PAGE J008. INTERCEPT EXISTING CONDUIT ENTERING THE LUMINAIRE POLE FOUNDATION- R E APPROXIMATE STATION 13+40. RT) ! 13 PROPOSED POLEN4I LOCATION. E-LA IP WITH AG10OW IPS Of CUREMO0E EXIST AVOID "MERGE" TO / //� I!' AND PROVIDE A CONCRETE PAD FOR THE JUNCTION BOX PER CITY OF RENTON STANDARD PLANS, PAGE v 1008. VERIFY POLE BASE BOLT PATTERN PRIOR TO POURING NEW FOUNDATION. v' / RELOCATE EXISTING COBRA HEAD 25FT ALUMINUM LUMINAIRE POLE AND JUNCTION BOX (APPROXIMATE i 14 STATION 14 +50. RT), TO PROPOSED POLE 5 LOCATION. RE -LAMP WITH A 10OW HPS. LAMP. VERIFY ! ' POLE BASE BOLT PATTERN PRIOR TO POURING NEW FOUNDATION. 4S , 15 TRENCHING SHALL BE PER THE OPEN -CUT METHOD. PER CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS. vs 16 RE- SPLICE EXISTING LOOPS 41. 42. 43. AND 44 TO THE EXISTING LOOP LEAD -IN CABLE AS NECESSARY. \ -" 17 RE- SPLICE EXISTING LOOPS 13 AND 16 TO THE EXISTING LOOP LEAD -IN CABLE AS NECESSARY. / r' 18 ABANDON EXISTING CONDUIT AND REMOVE EXISTING CONDUCTORS. z� 19 REPLACE EXISTING 40 AMP SIGNAL CIRCUIT BREAKER WITH A 50 AMP SIGNAL CIRCUIT BREAKER. .93 12" R 12• R 12" R 12" R l/' ! 61 'it. I / '�T /` 12' Y 7 2" 12' Y 12' f / � I ` 12' G 12" G 12" G 12' G HEADS HEADS HEADS HEADS 13, 82 (EX) 31, 32, 33 (EX) 81 (EX) 12, 71 (EX) 15 41, 42 (EX) 11. 72 (NEW) 1 O ,$ 4 , �; / EXISTING SIGNAL PHASING LEGEND 18 EXISTING a "� (TO REMAIN) EXISTIN PROPOSED DIESCRIPTIO ir? '!1 Iu: / 1L 5•: -. / / '� TI ® TYPE 1 JUNCTION BOX A2�LA D TYPE 2 JUNCTION BOX . 01 BLANK 05 ® TYPE 3 JUNCTION BOX (DUAL HINGED LID) CONTROLLER CABINET /��/ 11 1✓ �� /r \ 02 r BLANK 06 ® ELECTRICAL SERVICE CABINET _ OVLP � J I+ MASTARM - MOUNTED SIGN . / \ _ /�' 03 07 —■ —i DE E EMERGENCY PRE - EMPTION / \ / r - - - -� - -► VEHICLE SIGNAL HEAD 155/ j' —� VEHICLE MOVEMENT I 0. ._r PEDESTRIAN SIGNAL HEAD /► PEDESTRIAN MOVEMENT 13 j / 04 X �-- ® 4 82` 1 N 08 SIGNAL POLE 2 \` 11 - _ PERMITTED LEFT TURN ®i PPB POST \,1 /*,`t PROTECTED LEFT TURN t - -I► ®y-0 PEDESTRIAN HEAD POLE j- GENERAL NOTES MAST ARM SIGNAL POLE Q�'�- JJ-- WITH LUMINAIRE 1_ RED BALL SECTIONS AND ALL ARROW SECTIONS OF NEW VEHICLE SIGNAL HEADS 77 5 SHALL BE LED -TYPE PER CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS. yy----1 72 3`41 ♦ LUMINAIRE POLE ALL OTHER SECTIONS SHALL BE INCANDESCENT PER CITY OF RENTON %/% l/` 7� 33 1 `•.\r / SUPPLEMENTAL SPECIFICATIONS. ALL VEHICLE SIGNAL HEADS SHALL HAVE 12" CONDUIT /CONDUCTOR \ 42 GLASS LENSES, ALZAC REFLECTORS, 5" BACK PLATES, TUNNEL VISORS, AND SHALL BE CAST ALUMINUM. SIGNAL HEADS SHALL USE TYPE M. L, OR LE ❑ LOOP DETECTOR 7� MOUNTS AS NECESSARY TO MAINTAIN 16.5 TO 18.5FT CLEARANCE TO THE '` �- J'3 ROADWAY. NEW PEDESTRIAN HEADS SHALL BE LED -TYPE WITH TYPE E O MASTARM- MOUNTED SIGN NOTE +,. (CLAMSHELL) MOUNTS, UNLESS OTHERWISE NOTED. CONSTRUCTION NOTE O .. 2. SIGNAL STANDARD LOCATIONS TO BE APPROVED BY THE ENGINEER. 3. SIGNAL CONDUIT SHALL BE PLACED IN THE SAME TRENCH AS ILLUMINATION SIGNAL POLE NUMBER O CONDUIT AND /OR OTHER UTILITIES AS DIRECTED BY THE ENGINEER. JUNCTION WIRE NOTE BOXES SHALL BE PLACED OUTSIDE OF THE NEW SIDEWALK WHERE POSSIBLE / UNLESS OTHERWISE DIRECTED BY THE ENGINEER. i - ® LUMINAIRE POLE NUMBER 4. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND SPECIFICATIONS. BNSF CROSSING GATE r / v ( j ; 5. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE BNSF CROSSING CANTILEVER VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 1� /j 1 BNSF CROSSING CANTILEVER \ 42 v4 7, I /"-�1 6. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR AND GATE MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE. -53 BNSF CROSSING FLASHING LIGHT 3 1`,� 7. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE (SHOULDER MOUNT POST) CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS ' �A ✓. - 76 = 3 11 ��. °. \ BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY ® BNSF CROSSING CONTROLLER AGENCIES THROUGHOUT THE PROJECT. \�-.. PSE WOOD POLE W/ LUMINAIRE 34 \ 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. 1ER \ �5� :E*R r T e, CHECK FOR COMPLIANCE 9- CONDUIT COVER SHALL BE PER THE CITY OF RENTON SUPPLEMENTAL s`r:'o1 WASH'';�f TO CITY STANDARDS j SPECIFICATIONS. c :, \ ! _ 10. LIGHT STANDARD FOUNDTAIONS SHALL NOT BE EXCAVATED AND POURED BEFORE A: =:W 9 t 9 35635 O i ' POLE LOCATIONS ARE APPROVED BY THE ENGINEER, TOP OF FOUNDATION :FOr DATE \ \`, SHALL BE FLUSH WITH SHOULDER /SIDEWALK. Ss��NAL'ENO _DATE 11. PROTECT AND MAINTAIN EXISTING SIGNAL EQUIPMENT UNLESS OTHERWISE NOTED ; "2y"0 1 ON THESE PLANS. EXPIRES 12/20/01 SCANNED lU! ' i Q� i o I C14 ' 10 g s Y $ 4 Q 0 Q 0 J (_0 Q D — 0ry-� n W n `/ � Z v/ < 00 o CD V 1 Z 0 U I 0 C/-) + L L Q �— rt, W Q Y � Q "-6 Uo 3a � a nW �E m'E �c y a�N I ! 1 c V. X. d �a Y� O 8 �R U 4 Y r K m U Y V MO- it / -a:Ft SEC 8, TWP 23N, RGE 5E, W.M. �q 10 40 I 0 20 60 SCALE: 1" - 20' POLE SCHEDULE LUMINAIRE (THIS SHEET ONLY) POLE MOUNTING ARM SERVICE/ NO SIZE ' EXISTING POLE PROPOSED POLE POLE NO_ LOCATION OFFSET HEIGHT LENGTH CIRCUIT WATTAGE COMMENT DECAL NUMBERING DECAL NUMBERING 6 13 +97.0 52.OFT RT 30FT 6FT NEW SOUTHPCRT SERVICE CKT B 150W - 4806C 7 13 +97.0 23.5FT LT 25FT (EX.) 10FT (EX .)NEW SOUTHPORT SERVICE CKT B i50W (RELAMP) RELOCATE EX. POLr AT STA 15 +75 TO PROPOSED POLE 7 LOCATION gg08F 4807C 15 +40.5 44.OFT RT 30FT 14FT NE NEW SOUTHPORT SERVICE CKT B 20OW - 4808C F-25 Tlool / , ALL CONDUIT SHALL BE SCHEDULE 80 UNLESS OTHERWISE NOTED, AND ALL CONDUIT SHALL HAVE A NO. 8 GROUND WIRE. CONSTRUCTION NOTES (THIS SHEET ONLY) OINSTALL NEW FLAT LENS COBRA HEAD M -C -III DISTRIBUTION LUMINAIRE WITH 150W HPS LAMP ON 30FT ALUMINUM LUMINAIRE POLE WITH 6FT ARM. RELOCATE EXISTING COBRA HEAD 25FT ALUMINUM LUMINAIRE POLE (APPROXIMATE STATION 15 +75, RT), TO PROPOSED POLE 7 LOCATION AND INSTALL NEW JUNCTION 2 BOX. RE -LAMP WITH 15OW HPS LAMP. REMOVE EXISTING JUNCTION BOX AND LUMINAIRE POLE FOUNDATION. REMOVE EXISTING "LEFT -TURN PROHIBITED'• SIGN PER SHEET CH2. VERIFY POLE BASE BOLT PATTERN PRIOR TO POURING NEW FOUNDATION. INSTALL NEW FLAT LENS COBRA HEAD M -C -III DISTRIBUTION LUMINAIRE WITH 2OOW HPS LAMP ON 30 FT ALUMINUM LUMINAIRE POLE WITH 14FT ARM. TRENCHING SHALL BE PER THE OPEN -CUT METHOD, PER CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS. 5 REMOVE AND REPLACE EXISTING SIDEWALK AS NECESSARY FOR INSTALLATION OF NEW CONDUIT. OREMOVE EXISTING JUNCTION BOX AND LUMINAIRE POLE FOUNDATION. O REMOVE EXISTING CONDUCTORS AND CONDUIT- HER T, WIRING SCHEDULE (THIS SHEET ONLY) Q RACEWAY CONDUIT ILLUM INTER 22 NO SIZE ' #8 6PCC 1 11 1/2- SCH40 2 2 1 1/2- 2 1 t 2" '), 2 3 2' SCH40 1 ALL CONDUIT SHALL BE SCHEDULE 80 UNLESS OTHERWISE NOTED, AND ALL CONDUIT SHALL HAVE A NO. 8 GROUND WIRE. CONSTRUCTION NOTES (THIS SHEET ONLY) OINSTALL NEW FLAT LENS COBRA HEAD M -C -III DISTRIBUTION LUMINAIRE WITH 150W HPS LAMP ON 30FT ALUMINUM LUMINAIRE POLE WITH 6FT ARM. RELOCATE EXISTING COBRA HEAD 25FT ALUMINUM LUMINAIRE POLE (APPROXIMATE STATION 15 +75, RT), TO PROPOSED POLE 7 LOCATION AND INSTALL NEW JUNCTION 2 BOX. RE -LAMP WITH 15OW HPS LAMP. REMOVE EXISTING JUNCTION BOX AND LUMINAIRE POLE FOUNDATION. REMOVE EXISTING "LEFT -TURN PROHIBITED'• SIGN PER SHEET CH2. VERIFY POLE BASE BOLT PATTERN PRIOR TO POURING NEW FOUNDATION. INSTALL NEW FLAT LENS COBRA HEAD M -C -III DISTRIBUTION LUMINAIRE WITH 2OOW HPS LAMP ON 30 FT ALUMINUM LUMINAIRE POLE WITH 14FT ARM. TRENCHING SHALL BE PER THE OPEN -CUT METHOD, PER CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS. 5 REMOVE AND REPLACE EXISTING SIDEWALK AS NECESSARY FOR INSTALLATION OF NEW CONDUIT. OREMOVE EXISTING JUNCTION BOX AND LUMINAIRE POLE FOUNDATION. O REMOVE EXISTING CONDUCTORS AND CONDUIT- HER T, 5 ; - ,........• 8 ���A oc "'ASly CHECK FOR COMPLIANCE TO CITY STANDARDS •• 9F 35635 �O;•2w -DATOS 3/ DATE EXPIRES 12/20/01 - _DATE- - J IB \ o � ! I POLE SCALE: 1 " =10' r /8 �=1 3 N SERVICE/ 7 C SIGNAL PHASING 32 /� a L p ff I„ HEIGHT LENGTH PROPOSED _^ / 7 WATTAGE COMMENT 9l1 BLANK �rP OLB 05 SOUTHPORT BLVD 78" ON RED EASEME / \ / ✓� r' 31 % ... NEW HOUSER - -DATE -T A 9 16 +57.5 38.OFT RT 16 Q Q02 SERVICE CKT B SERVICE BLANK #+ /f 06 OLS W W Q J 03 0� L8 07 O u� i 23 6 m (/) Li W z _ 10 U 04 _} BLANK 08 3 24 U f Q (n `,_EXISTING GENERAL NOTES ROW W z U VEHICLE MOVEMENT SEE SHEET TS1 FOR GENERAL NOTES, /// == _ (/-) V- PEDESTRIAN MOVEMENT LEGEND. AND CITY OF RENTON / STANDARD PLAN REFERENCES. LL_ PROTECTED LEFT TURN / Q O _! S PERMISSIVE LEFT TURN___ PROPOSE_,_ 1 F CE OF CURB W Y *DETECTION PHASE ONLY. 07 SIGNAL HEAD OUTPUTS �_ O' � cf�j' � / 2 6 -- v/ ". 7 L �'� Q --I TO BE JUMPERED TO OLA SIGNAL HEADS. TPORT BLVD 46 SEC 8, TWP 23N, RGE 5E, W.M. MATCH LINE — THIS SHEET BELOW CONSTRUCTION NOTES EXISTING EDGE l '' INSTALL TYPE SO SIGNAL POLE WITH 25FT MASTARM FOR NORTHBOUND TRAFFIC AND LOFT MASTARM FOR EASTBOUND TRAFFIC. INSTALL TWO I SIGNAL HEAD ASSIGNMENT ` OF PAVEMENT '/ - - ! / O VEHICULAR SIGNAL HEADS, ONE TYPE M711 PREEMPTION DETECTOR, AND ONE STREET NAME SIGN ON THE MASTARM FOR NORTHBOUND TRAFFIC. / 12 R 12" R 12" R 12" R 12" R /. ,;,' INSTALL ONE VEHICULAR SIGNAL HEAD AND ONE STREET NAME SIGN ON THE MASTARM FOR EASTBOUND TRAFFIC. INSTALL ONE VEHICULAR /// ' ( SIGNAL HEAD WITH TYPE K SIDE MOUNT PER CITY OF RENTON STANDARD PLANS, AND ONE TERMINAL CABINET ON THE POLE. PEDESTRIAN HEADS 12" y 121 Y 12' \ Y 12" Y t2'• Y 73 O INSTALL TYPE PS PEDESTRIAN SIGNAL POLE WITH ONE PEDESTRIAN SIGNAL HEAD AND ONE PEDESTRIAN PUSHBUTTON ASSEMBLY. USE TYPE D 36, 37 24 5 46, 47 TOP MOUNT PER CITY OF RENTON STANDARD PLANS. - f 56, 57 12" i 12" G 12" G ,J t2" a 12•' G x I O3 DELETED „ G ! ( INSTALL TYPE III SIGNAL POLE WITH 40FT MASTARM. INSTALL TWO VEHICULAR SIGNAL HEADS, ONE TYPE M711 PREEMPTION DETECTOR, ONE 66, 67 HEAD HEAD' r Al I� 31 5:- 5' 72 ( t-- -i -C { / 4 R10 -11B "NO TURN ON RED" SIGN. AND ONE STREET NAME SIGN ON THE MASTARM, INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE PEDESTRIAN 41 a r; 1 '' ,r ( PUSHBUTTON ASSEMBLY, AND ONE TERMINAL CABINET ON THE POLE. INSTALL ONE 40FT HIGH, M -C -III COBRA HEAD LUMINAIRE #4809E WITH HEAD 61, 62 HEAD �_ ( j { 20OW HPS LAMP AND 1OFT ARM (NEW SOUTHPORT SERVICE, CIRCUIT C). CONTACT ERIC DAVISON. AT (206) 684 -1707, OF THE KING COUNTY I �1 52 61, 62 A2 WATER TREATMENT DIVISION REGARDING ADJACENT 961N METRO SEWER PRIOR TO DRILLING FOR FOUNDATION. t fr INSTALL TYPE SO SIGNAL POLE WITH 15FT MASTARM FOR SOUTHBOUND TRAFFIC AND 45FT MASTARM FOR EASTBOUND AND WESTBOUND TRAFFIC. 3 ( •v INSTALL TWO VEHICULAR SIGNAL HEADS AND ONE TYPE M711 PREEMPTION DETECTOR ON THE MASTARM FOR SOUTHBOUND TRAFFIC. INSTALL r EXISTING / / t l� r r .! �r FOUR VEHICULAR SIGNAL HEADS AND ONE TYPE M711 PREEMPTION DETECTOR ON THE MASTARM FOR EASTBOUND AND WESTBOUND TRAFFIC. ROW =f- i J� / INSTALL ONE TERMINAL CABINET ON THE POLE. INSTAL! ONE 40FT HIGH, M -C -III COBRA HEAD LUMINAIRE #4800H WITH 40OW HPS LAMP AND 14FT ARM (NEW SOUTHPORT SERVICE, CIRCUIT C). �r I y f 1 INSTALL NEW FLAT LENS COBRA HEAD, M -C -III DISTRIBUTION LUMINAIRE WITH 250W HPS LAMP AND PHOTOCELL ON 40FT ALUMINUM LUMINAIRE % �1',, },'•,,�J 1`' 26 1 72 1_- ( j - 65 O6 POLE WITH 12FT ARM (NEW SOUTHPORT SERVICE, CIRCUIT C). INSTALL TWO PEDESTRIAN SIGNAL HEADS AND TWO PEDESTRIAN PUSHBUTTON ASSEMBLIES ON THE LUMINAIRE POLE. PROVIDE POLE DECAL #4811F. CONTACT ERIC DAVISON. AT (206) 684 -1707, OF THE KING COUNTY - 1 38 ,I *, / ; l 1 I WATER TREATMENT DIVISION REGARDING ADJACENT 961N METRO SEWER PRIOR TO DRILLING FOR FOUNDATION. i. -AL i INSTALL A TYPE 207ON CONTROLLER (SPECIFICATIONS AND CONTROLLER SOFTWARE TO BE PROVIDED BY THE CITY) WITH SIX PREEMPTION PHASES 31 l f ( 4 VEHICLE AND 2 RAILROAD) ON A CONCRETE PAD FOUNDATION PER CITY OF RENTON STANDARD PLANS. THE CABINET DOOR SHALL OPEN TO /r: O 1 _ ,PROPOSED FA OE CASED ' SPUR - 33 ' THE WEST- OF BNSF S ,Y r € r/ { 1 QF CURB.- r TRACK ,� �� 2 / \\ 1 i�`I INSTALL TYPE 3 SERVICE CABINET WITH 120/240V SINGLE PHASE POWER AND FOUNDATION PER CITY OF RENTON STANDARD PLANS. PROVIDE A 8 1 ±� r. 60 AMP SIGNAL CIRCUIT oBREAKER, THREE 15 AMP ILLUMINATION CIRCUIT BREAKERS, AND OTHER CIRCUIT BREAKERS /COMPONENTS PER THE � STANDARD PLANS AND SPECIFICATIONS. LOCATE THE CABINET WITHIN THE EAlFMENT LIMITS. CABINET SHALL BE SERIES 47700 - -R BY SKYLINE 47 %-i2 /3\ ELECTRIC & MFG. CO. OR EQUAL. "_A INSTALL 6FT X 6FT LOOP DETECTOR PER CITY OF RENTON STANDARD PLANS (TYP.). A 6FT DIAMETER ROUND LOOP DETECTOR MAY BE /( 92 17`•,� f SUBSTITUTED. j 21 Ull a 5 `� l /7; % f / 1, o ACCESS) �� 2 ,/ 36 ! { 1�rI F T / PROPOSED EDGE D 22 2 CD PREEWr SCHED. � 1 32 -- 27 /2 OF PAVEMENT V- DEVICE PHASES ' ' 1 1 Q`� Q U 3 a A 5, OLB 4 r %� 63 RAILROAD PREEMPT SCHED. ~ - 4 - - 11 ��" 28 f _ I 6 �r. //---EXISTING PREEMPT 1 PREEMPT 2 B 4, OLA { 1 10 i- ._�- 31 B2 S5vF�� l - �%f t , , r y / ROW r_ OLB U 3 47 �- / ` ACE, OF,, O r i3 62 C 6. OLB 34 F -\ /\-: +T PR PO 31 �i.. r • / OLB j06 07 �E D 2 4 73 4 - 66f, // �7% t0 BOLA 0 3. OLA // 23 ~ _ T7 (MAIN -LINE (SPUR mE ,( 41 B / 72 `/ j'. ri i ' T t TRAIN) TRAIN) (/ \ 2 ' / 2q \ - 2 2 (ALL OTHER PHASES RED) �I 2 L2 CONSTRUCTION NOTES (CONTINUED) I 14'�� �''/37 0 a � INSTALL 3FT X 3FT BICYCLE LOOP DETECTOR WITH FOUR TURNS 3 8 K ' 10 1 I -'73 n�V> I ` _ ._. LK WASH BLVD STA 17 +69.5087 PER FOOT. 2 / 5 / / r , //�\\ 25 ip \� / — } - - SOUTHPORT ACCESS STA 0 +00.0 �� O REMOVE EXISTING LUMINAIRE POLE AND RETURN TO THE CITY. REMOVE EXISTING r ' / 1 I/. - -� $ 11 JUNCTION BOX AND FOUNDATION. REMOVE EXISTING CONDUCTORS AND ABANDON \ % "r:,' 7a. :' 21 ' k? BNSF MAINLINE }} EXISTING CONDUIT. REMOVE EXISTING STOP SIGN AND RELOCATE EXISTING "GENE - 'TRACK .... \ (, 13 i �j X ! \ � \ Y o COULON MEMORIAL BEACH PARK" SIGN PER SHEET CH3. /24�., �-\O 2 � �g 12 COORDINATE SEPVICE CONNECTION WITH PUGET SOUND ENERGY. 3 10 # , 13 EXISTING BNSF EQUIPMENT TO BE REMOVED BY OTHERS �l ? -'ir � 13 HR 13 1 ;/ q t 9 /'�1 OINTERCEPT EXISTING ILLUMINATION CONDUIT AND CONDUCTORS AT THE NEW JUNCTION BOX. SPLICE EXISTING {t I' ) 14 CONDUCTORS FOR HOUSER WAY LUMINAIRES INTO NEW ILLUMINATION CIRCUIT A #6 CONDUCTORS. ri % ,� 22 - 70 ."--ii G_ by '/ PROPOSED/ - 62 - )/ 31 }x= 15 REMOVE EXISTING CONDUCTORS AND ABANDON EXISTING CONDUIT. / EASEMENT /" -�_ 7` 4 aR INSTALL NEW FLAT LENS COBRA HEAD M -C -III DISTRIBUTION LUMINAIRE WITH 150W HPS LAMP ON 30Fi r A , 4 '� I ;' 61.. 16 ALUMINUM LUMINAIRE POLE WITH 6FT ARM. i /�i O S7 'A - 52 EXISTING UTILITY POLE (WITH LUMINAIRE) TO BE RELOCATED BY OTHERS. COORDINATE WITH MARK ENEBRAD OF fi/; \ -r/ / 11 /� x.•15 i 1: ;; ( , ;'.. 17 PUGET SOUND ENERGY AT (253) 395 -6954. ry ` ` , 20 t 9 .!f �� \.,' 21 .. \ ! 1 I h ?' 14 20 s / I, I m Y m O PUGET SOUND ENERGY TO INSTALL WOOD POLE MOUNTED COBRA HEAD M -C -III DISTRIBUTION LUMINAdRE WITH\.x/ \ Ir 18 18 100W HPS LAMP AT STATION 21 +68.0. 23.5' RT. INSTALL SFT ARM AT 25FT ABOVE GRADE. /' ur 19 f "r 2 ,� -t 1 ,_' 19 RELOCATE EXISTING GATE TO APPROXIMATE STATION SHOWN. VERIFY LOCATION WITH THE ENGINEER. (7Yp) /� ��i ( j 20 � RELOCATE EXISTING BOLLARDS TO APPROXIMATE LOCATION SHOWN. VERIFY LOCATION WITH THE ENGINEER. 4. 30 "/� / a`,. = 1 ' f - \ m a 21 TRENCHING SHALL BE PER THE OPEN -CUT METHOD. PER CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS. Q ' f 11 a PROPOSED BNSF SHOULDER —MOUNT CROSSING GATE TO BE INSTALLED BY OTHERS, COORDINATE WITH BOB ±'"- J r S //' / -Bip.� `, ',� I 1 I ' J 22 SUTTON OF BNSF AT (206) 625 - 6883.( X52, o 23 DELETED. / \` / Jr: ,I,r / - 1022 A \ ( + 1 PROPOSED BNSF #AT VER WITH GATE TO BE INSTALLED BY OTHERS, COORDINATE WITH ✓ 3 '/ I Y•',= Q i �i EVER FACE m 24 BOB SUTTON OF (206) 625 -6883. Of CURB U1s �. O25 DELETED. EXISTING 2 O26 INSTALL CONDUIT AND CONDUCTORS TO BASE OF EXISTING RAILROAD CONTROLLER. B� N ROW (� TO MAKE CONNECTION. COORDINATE WITH BOB SUTTON OF BNSF AT (206) 625 -6883. _ /, ¢1 / o;� �� • -.� ;{ ( , I / 17 O27 EXISTING HOUSER WAY LUMINAIRES TO BE SERVED FROM THE NEW SOUTHPORT SERVICE Al /;,'r / CABINET, CIRCUIT A. / j , - ��` / 15 / / PROPOSED FACE 18 OF CURB ' _ `'y 13 28 DELETED. 29 ILLUMINATION AND INTERCONNECT CONDUIT SHALL BY -PASS THIS JUNCTION BOX. Cij EXISTING MAILBOXES TO BE RELOCATED. COORDINATE WITH KEVIN CHAMBERLAIN, y i 30 AT (425) 227 -0288, REGARDING NEW LOCATIONS. 10 qp /'• r� � / I' �T' _ _= _ _ - - - -- i .�` � -,� a 31 CONDUIT BURIAL SHALL BE 48" BELOW THE BOTTOM OF RAILROAD i4j• � Pf'; TIES. COORDINATE WITH OTHER CROSSING /UTILITY WORK. 0 20 60 Cy A, - AI 32 TEMPORARY SIGNAL HEAD DURING STAGE 1 CONSTRUCTION. SEE STAGE 1 PLANS. SCALE: 1 " = 20' I POLE SCHEDULE LUMINAIRE MASTARM SIGNS POLE MOUNTING ARM SERVICE/ CITY OF RENTON STANDARD PLANS, PAGE G022) PROPOSED POLE POLE NO. LOCATION OFFSET HEIGHT LENGTH CIRCUIT WATTAGE COMMENT DECAL NUMBERING 0* -Pt 35635�li •-- Cr �. -DATE SOUTHPORT BLVD 78" ON RED NEW HOUSER - -DATE -T A 9 16 +57.5 38.OFT RT 30FT 6FT SERVICE CKT B SERVICE 4810C rIG® °r/ �R�6 n S I 14 37 ,0 EXISTING ' ,{ - (� ` r � LUMiNAIftES � � 1 :11 29 �f ty StiFFl T , s i 1 _ - - S2 MATCH LINE — THIS SHEET ABOVE LL 1: 7 3 2 8 7 - ALL wrvvUl JHALL Ct JUHtUULt W UNLtJS UIHLKWISL NOTED, AND ALL CONDUIT SHALL CONTAIN A NO. 8 GROUND WIRE. MASTARM SIGNS (STREET NAME SIGNS PER CITY OF RENTON STANDARD PLANS, PAGE G022) .�pPNER T Bi HECK FOR COMPLIANCE LK WASH BLVD N 18„ 24" �c� - .........., WAS H •.� TO TO CITY STANDARDS DATEST oI SIGN N0. 1 24" TURN 0* -Pt 35635�li •-- Cr �. -DATE SOUTHPORT BLVD 78" ON RED STEM:. SS ONAL FAG - -DATE -T A SIGN NO. 2 SIGN NO. 3 EXPIRES z /zo /oI -- 000 - - - - -- = MM - ALL wrvvUl JHALL Ct JUHtUULt W UNLtJS UIHLKWISL NOTED, AND ALL CONDUIT SHALL CONTAIN A NO. 8 GROUND WIRE. MASTARM SIGNS (STREET NAME SIGNS PER CITY OF RENTON STANDARD PLANS, PAGE G022) .�pPNER T Bi HECK FOR COMPLIANCE LK WASH BLVD N 18„ 24" �c� - .........., WAS H •.� TO TO CITY STANDARDS DATEST oI SIGN N0. 1 24" TURN 0* -Pt 35635�li •-- Cr �. -DATE SOUTHPORT BLVD 78" ON RED STEM:. SS ONAL FAG - -DATE -T SIGN NO. 2 SIGN NO. 3 EXPIRES z /zo /oI �U; T —Zd.�z a6 3lr.urlvw .,,. e � . 0 ice. Ian ry cc 11J Q < ry 0 cn rn 0 C-) L.Li (-) CD C) 0 CD < ry 1, 1 F-- U < < z 3: 0 LLJ U) SQ ov CD Yg III J8 706 ROLL EXPIRES 12/2 173 288 Li m Li 0 0 U - - - .1 -- 1 C), 7 -9 D.- n 7 S(lANNFD JUI 2.7 2001 O x 4 'I 0 � (n Q J � Q W I-- J W D Q O CD W 0 Z U Q O Q W Q Z U� _ (n U- J � Z C� W C/' I Y Q J v o G 00 $Q C �E 0 Sy Q i Y� p$R d� t pp € Y7 _Q3RA R4�E u Y U Y V I �D 0( i j„% ,� 1 " NIPPLE B1 B2 g3 13 d B6 B9 B11 I ) b B10 a a _ _ a b C I - - - -- C7 (V - - - -- - - - - -- o a LEGEND 1 I a. Vehicle Signal Head I b. Sign F I O F c. Stree*. Name Sign r or VERTICAL CLEARANCE d. Pre -Empt Detector H h H b e. Deleted _ MI IMUM: 16' -6" f. Luminaire MAXIMUM: 18' -6" g, Pedestrian Signal Head I 2 9 9 G h. Cabinet I I i. Pedestrian Push Button Assembly o j. Hondhole H h H o N I 2 I 1 0 LIMITS OF VERTICAL CLEARANCE REQUIREMENT I I I I 00 2'-0" ) ROADWAY MIN. IF TYPE II TYPE III TYPE IV TYPE V CURB OR EDGE OF SHOULDER MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN TYPE SD SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD FOUNDATION DEPTH TABLE Allowable Lateral Foundation XYZ (Cubic feet) Bearing Pressure Type Type II, III and SD mastorm standards. 600 900 1,200 1,500 1,900 2,300 sf WINDLOAD AREAS (FT) 2 X)(Y 5 11 A C HA, o �E I O 0 4 3' RD. 10' 10' 1 1' 1 1 ' 13' 15' 1,000 3' SO. 8' 8' 9' 9' 10' 11' 3' RD 3' SQ 4' RD 4' RD. 8' 8' 9' 9' 10' 11' 3' RD. 8' 8' 9' 11' 13' 15' 1,500 3' SO. 7' 7' 7' 8' 8' 9' 8.0 4' RD. 7' 7' 7' 8' 8' 9' DEGREES CLOCKWISE FROM OFFSET LINE 3' RD. 6' E' 7' 11' 13' 15' 2,500 3' SQ. 6' 6' 6' 6' 7' 7' POLE ORIENTATION AND ATTACHMENT POINT DETAIL 4' RD. 6' 6' 6' 1 6' 7' 7' Ihis table is based on a phi value of 26 degrees. For double mostarm standards, use the larger XYZ value for foundation depth selection. rn •CLOCKWISE FROM NB MASTARM ATTACHMENT POINT. w ..CLOCKWISE FROM EB MASTARM ATTACHMENT POINT. I j � SUMMATION OF NET AND EB WIND LOADS USED SINCE ANGLE BETWEEN MASTARMS IS LESS THAN 90'. +`•`TEMPORARY SIGNAL HEAD DURING STAGE i CONSTRUCTION. 7 &-(to,-aft -w2l SEE CITY OF RENTON STANDARD PLANS, PAGES J022, J023, AND J029 FOR FOUNDATION DETAILS. CHECK FOR COMPLIANCE ?Aof Syy �� TO CITY STANDARDS - .(= _- DATE S_3b9) �•. 9f. 3563 DATE FS :C�STER:Ci 9 /ONAI EN I _ DATE. I TT EXPIRES 12/20,/01 1 j NOTES STD' FIELD LOCATION Ol MOUNTING COUPLING INSTALLED SIGNAL MAST ARM DATA AT OFFSET DISTANCE INDICATED POLE ATTACHMENT POINT ANGLES (deg) cL O C K W I S£ T REMARKS IN CHART. WINDLOAD AREAS (FT) 2 X)(Y 5 11 A C HA, o �E I O 0 4 POLE PL ZP F R M T Q Go ARM(Fi) ALTERNATE NOTE 1 TYPICAL 0 a 9 TYPE Al A2 FOR TYPE N MOUNT ONLY SIGNAL ARM Q D E1 E2 F G1 G2 H 11 2 3' RD 3' SQ 4' RD DRILL 1" HOLE IN MAST ARM AND ATTACHMENT POINT ToTAL(FT) a INSTALL PLASTIC SPLIT BUSHING N 0' 180. ALL HANDHOLES AT 1800 FOR CABLE ENTRANCE. 22.0 - 10.5 OFIELD INSTALLED. POE LE RIENTA ION - O� - - 8.0 9._' - 11.6 - - 0 ANY T" NIPPLE NOT USED FOR DEGREES CLOCKWISE FROM OFFSET LINE 11.0 C O - OPTICOM DETECTOR WILL HAVE A TO 0' POINT RO�Owar BASE PLATE - 270 METAL PLUG INSTALLED. - LOCATION STATION POLE ORIENTATION AND ATTACHMENT POINT DETAIL rn •CLOCKWISE FROM NB MASTARM ATTACHMENT POINT. w ..CLOCKWISE FROM EB MASTARM ATTACHMENT POINT. I j � SUMMATION OF NET AND EB WIND LOADS USED SINCE ANGLE BETWEEN MASTARMS IS LESS THAN 90'. +`•`TEMPORARY SIGNAL HEAD DURING STAGE i CONSTRUCTION. 7 &-(to,-aft -w2l SEE CITY OF RENTON STANDARD PLANS, PAGES J022, J023, AND J029 FOR FOUNDATION DETAILS. CHECK FOR COMPLIANCE ?Aof Syy �� TO CITY STANDARDS - .(= _- DATE S_3b9) �•. 9f. 3563 DATE FS :C�STER:Ci 9 /ONAI EN I _ DATE. I TT EXPIRES 12/20,/01 1 j SIGNAL STANDARD DETAIL CHART STD' FIELD LOCATION MOUNTING SIGNAL MAST ARM DATA LUM. POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION REMARKS OFFSET DISTANCES (FT) (Z) (POLE CL TO ATTACHMENT POINT) WINDLOAD AREAS (FT) 2 X)(Y (x)(Y)(Z) POLE HEIGHT(FT) ARM(Fi) DEPTHS(FT) STATION OFFSET LT RT P.O.A. TYPE Al A2 B1 B2 B3 B4 B5 B6 B7 B9 B10 B11 Bt B2 B3 B4 B6 B7 I B9 B10 B11 C D E1 E2 F G1 G2 H 11 2 3' RD 3' SQ 4' RD ToTAL(FT) a N 18 22.0 - 10.5 - 16.0 - - - - 8.0 9._' - 11.6 - - - - - 11.0 420 - 0 - 150 - - 270 - - FOUNDATION DEPTHS BASED ON AN ALLOWABLE BEARING AR O LK WASH BLVD 35.5 FT X 0 SD - PRESSURE OF 1000PSA REFER TO THE MARCH 2007 17 +59.0 160_ - 10 S 8 GEOTECHNICAL REPORT FROM CEOTECH CONSULTANTS, INC. EB 18 9.5 - - - - - - - - 4.5 17.6 - - - - - _ - - 11.0 - - 58` - - - - - - FOR METHODS WHEN PEAT OR GROUND WATER ARE TOTAL-580-1 ENCOUNTERED. OLK WASH BLVD 36.0 FT X - PS - 18 +27.0 FOUNDATION DEPTHS BASED ON AN ALLOWABLE BEARING PRESSURE OF 3 DELETED 1DOOM. REFER TO THE MARCH 29, 2001 GEOTECHNICAL REPORT FROM FROM GEOTECH CONSU LTANTS, INC. FOR METHODS WHEN PEAT OR GROUND WATER ARE ENCOUNTERED. O LK WASH BLVD 38.0 FT X 0 III 18 40 36.5 - 25.5 - 31.0 - - - 20.0 5.0 9.3 - 9.3 - - - - 4.0 11.0 825 10 0 0 - - 90 180 135 - 270 17 +03.0 I 10 8 8 se 18 13.0 - 5.0 - 9.0 - - - - - 9.3 - 9.3 - - - - - - 170 - - 270'* - - - - - - FOUNDATION DEPTHS BASED ON AN ALLOWABLE BEARING SOUTHPORT BLVD 25.0 FT X 0 SD 40 I 74 13 70 10 PRESSURE OF 1000PSF. REFER TO THE MARCH 29, 2001 1+41.0 EB 18 42.0 - 34.0 - 24.0 29.5 44.5 "" 18.5 - - 9.3 - 9.3 - 9.3 9.3 9.3 - - 1,570 0 0 - - - - 135 - - GEOTECHNICAL REPORT FROM GEOTECH CONSULTANTS, INC. FOR METHODS WHEN PEAT OR GROUND WATER ARE ENCOUNTERED. SOUTHPORT BLVD 21.0 FT X - PS - - - - - - - - 1+85.0 SOUTHPORT BLVD 35.5 FT X - PS - - - - 1+82.5 O SOUTHPORT BLVD 44.5 FT X - PS - - - - 1+66.0 SOUTHPORT BLVD 40.5 FT X - PS - - - - 1 +12.0 10 0 SOUTHPORT 56.5 FT X - UPOLER - 40 - - - - - - - - - - - - - OBLVD - - - - - - - 12 0 - - - 270 - - 0 rn •CLOCKWISE FROM NB MASTARM ATTACHMENT POINT. w ..CLOCKWISE FROM EB MASTARM ATTACHMENT POINT. I j � SUMMATION OF NET AND EB WIND LOADS USED SINCE ANGLE BETWEEN MASTARMS IS LESS THAN 90'. +`•`TEMPORARY SIGNAL HEAD DURING STAGE i CONSTRUCTION. 7 &-(to,-aft -w2l SEE CITY OF RENTON STANDARD PLANS, PAGES J022, J023, AND J029 FOR FOUNDATION DETAILS. CHECK FOR COMPLIANCE ?Aof Syy �� TO CITY STANDARDS - .(= _- DATE S_3b9) �•. 9f. 3563 DATE FS :C�STER:Ci 9 /ONAI EN I _ DATE. I TT EXPIRES 12/20,/01 1 j I ; b ti N 0 0 _ z> r," I > _ N scALE: 1 ° =1D' SEC 8, TWP 23N, S SIGNAL PHASING 35 r 3 40 5 M s M r aiGNAL HEAD ASSIGNMENT 12' R 12' R 12 R 12 R PROPOSED / T EASEMENT ✓ 7 ^� - PEDESTRIAN HEADS 12 Y 12' Y 12 Y 12 Y 0d1 BLANK OLB � � 05 \ \/ ✓ � ' 31 36, 37 � \ + 16 f 5 f 56, 57 12" 12' G 12 G 12 f +## 66, 67 Of 02 BLANK l� 06 28 39' i�J HEAD 12 G HEADS HEADS Q OLB `J +j� Al r- 31, 32 51 il Z� - 41, 42 J < OLB �� / P� 'j HEAD 61, 62 i" 03 }� Ql7 \ U `Y '.......�... 52 81, 82 U) 23 6 1 &k ti , 1 LL1 Q OLA 10\ y J r / R( I - yJ4 BLANK 0B r U CD Z , N GENERAL NOTES EXISTING RO LLi - -► VEHICLE MOVEMENT I v yam„ r Z SEE SHEET TSl FOR GENERAL NOTES ~► PEDESTRIAN MOVEMENT LEGEND, AND CITY OF RENTON- STANDARD PLAN REFERENCES. (/) Li PROTECTED LEFT TURN < Q PROPOSER _ PERMISSIVE LEFT TURN_ '�. , FACE CURB ,�' T,"`, L_ -- PROP SED _ r BNSF SPUR - -- -- ;i - -- --- -- - - 1 FACE QF CURB 2 r ! TRACK .r It 'DETECTION PHASE ONLY. 1 F�' �' i' ."6 8 < 47 SIGNAL HEAD OUTPUTS rc} I �' 2 7 6 7 Q TO BE JUMPERED TO OLA _ SIGNAL HEADS. - -( ->_ `�_ .� � a�!+g / / / /Jr /J /�- , 9 T1 $ + 1 i i / �S1TE,,ACC 46 21 5 ESS) i 27 asO 36 , r . o y r scRReD. n �- J', 1 + F-� 21 � rr Z s DEVICE PHASES /� � + 4 3Q A 5, OLB + I c + �� 8 B1 11 l Z jjw B 4, OLA I + 26 21 LJ �a C 6. OLB _ _L 1+ 34 32 47 4 13 31 B2 PROPO 37 0 0 \ C - F m' E _ 32 ; 41 e i; o z . o 2 ,4 o ® 1i o g CONSTRUCTION NOTES (CONTINUED) 2 `— j 6 �sxpQC 2 O °- � // 10 INSTALL 3Fi X 3Fi BICYCLE LOOP DETECTOR WITH FOUR TURNS 6 / 6 \.i PER FOOT. �2 /_ \� 10 5 / y \ 5 % 1 ^ "�- ' tG G 12 I �'T' HEAD I I A2 / 1 / 1 o °° F REMOVE EXISTING LUMINAIRE POLE AND RETURN TO THE CITY. REMOVE EXISTING 25 11 JUNCTION BOX AND FOUNDATION. REMOVE EXISTING CONDUCTORS AND ABANDON EXISTING CONDUIT. REMOVE EXISTING STOP SIGN AND RELOCATE EXISTING "GENE \ / Y z� " 74 1 ` o MOUNTING COULON MEMORIAL BEACH PARK" SIGN PER SHEET CH3. 12 COORDINATE SERVICE CONNECTION WITH PUGET SOUND ENERGY. . 13 / 24 v-, \ - 2 / t f% rr STANDARD PLANS AND SPECIFICATIONS. LOCATE THE CABINET WITHIN THE EASEMENT LIMITS. CABINET SHALL BE SERIES 47700 -R BY SKYLINE ELECTRIC & MFG. CO. OR EQUAL INSTALL 6FT X 6FT LOOP DETECTOR PER CITY OF RENTON STANDARD PLANS (TYP.). A 6FT DIAMETER ROUND LOOP DETECTOR MAY BE SUBSTITUTED. PROPOSED POLE 13 EXISTING BNSF EQUIPMENT TO BE REMOVED BY OTHERS. 13 1 2 i J!r 4 3 POLE NO. LOCATION y HEIGHT 14 INTERCEPT EXISTING ILLUMINATION CONDUIT AND CONDUCTORS AT THE NEW JUNCTION BOX. SPLICE EXISTING O CIRCUIT WATTAGE COMMENT DECAL NUMBERING �w>•w CONDUCTCRS FOR HOUSER WAY LUMINAIRES INTO NEW ILLUMINATION CIRCUIT A #6 CONDUCTORS. L 22 8 o gtl`oS 15 REMOVE EXISTING CONDUCTORS AND ABANDON EXISTING CONDUIT. PROPOSED /\ g /EASEMENT /r NEW HOUSER 8, zQ3 j ' INSTALL NEW FLAT LENS COBRA HEAD M -C -III DISTRIBUTION LUMINAIRE WITH 150W HPS LAMP ON 30FT 16 ALUMINUM LUMINAIRE POLE WITH 6FT ARM. ' o- ,y a ' 4 % 2 »•>• 0 9 O EXISTING UTILITY POLE (WITH LUMINAIRE) TO BE RELOCATED BY OTHERS. COORDINATE WITH MARK ENEBRAO OF �;' 1 17 PUGET SOUND ENERGY AT (253) 395 � r il� ;fr 0/ 30FT 6F? SERVIC_ CKT B -6954. 18 PUGET SOUND ENERGY TO INSTALL WOOD POLE MOUNTED COBRA HEAD M -C -III DISTRIBUTION LUMINAIRE 10OW HPS LAMP AT STATION 21 +68.0, 23.5' RT. INSTALL 8ET ARM AT 25FT ABOVE GRADE. /r WITH �f, a g 19 RELOCATE EXISTING GATE TO APPROXIMATE STATION SHOWN. VERIFY LOCATION WITH THE ENGINEER. 20 RELOCATE EXISTING BOLLARDS TO APPROXIMATE LOCATION SHOWN. VERIFY LOCATION WITH THE ENGINEER. 21 TR PR M PR Y PROPOSEID ENCHN� BNSF SHALL BE E THE OPEN -CUT ETHOD, E CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS. � ; a) 22 SHOULDER -MOUNT CROSSING GATE TO BE INSTALLED BY OTHERS. COORDINATE WITH BOB SUTTON OF BNSF AT (206) 625 -6883. 23 DELETED. MnMn O PROPOSED BNSF CANTILEVER WITH GATE TO BE INSTALLED BY OTHERS. COORDINATE WITH EXISTING FACE G u m . . BOB SUTTON OF BNSF AT (206) 625 -6883. OF CURB /111 25 DELETED / r 26 INSTALL CONDUIT AND CONDUCTORS TO BASE OF EXISTING RAILROAD CONTROLLER. BNSF N RTINGOW ` 4 TO MAKE CONNECTION. COORDINATE WITH BOB SUTTON OF BNSF AT (206) 625 -6883. Iy r o� ;,` 27 EXISTING HOUSER WAY LUMINAIRES TO BE SERVED FROM THE NEW SOUTHPORT SERVICE �. CABINET, CIRCUIT A /; , r��` �O 15 N 28 DELETED. - 29 ILLUMINATION AND INTERCONNECT CONDUIT SHALL BY -PASS THIS JUNCTION BOX. °a c 4' EXISTING MAILBOXES TO BE RELOCATED. COORDINATE WITH KEVIN CHAMBERLAIN, $ at 30 AT (425) 227 -0288, REGARDING NEW LOCATIONS. 10 40 3 / o ° m CONDUIT BURIAL SHALL BE 48" BELOW THE BOTTOM OF RAILROAD Mq ✓ r' 4 / z 31 TIES. COORDINATE WITH OTHER CROSSING /UTILITY WORK. 0 20 60 / MATCH N — THIS . m o z . o A' 32 l SCALE: 1 " = 20' O o � II - SIGNAL HEAD WITH TYPE K SIDE MOUNT PER CITY OF RENTON STANDARD PLANS, AND ONE TERMINAL CABINET ON THE POLE �sxpQC 2 O INSTALL TYPE PS PEDESTRIAN SIGNAL POLE WITH ONE PEDESTRIAN SIGN _ HEAD AND ONE PEDESTRIAN PUSHBUTTON ASSEMBLY. USE TYPE D TOP MOUNT PER CRY OF RENTON STANDARD PLANS. 12 4 POLE SCHEDULE DELETED ^ "�- ' tG G 12 I �'T' HEAD I I A2 / 1 / 1 o INSTALL TYPE III SIGNAL POLE WITH 4OFT MASTARM. INSTALL TWO VEHICULAR SIGNAL HEADS, ONE TYPE M711 PREEMPTION DETECTOR, ONE RIO -11B "NO TURN ON RED" SIGN, AND ONE STREET NAME SIGN ON THE MASTARM. INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE PEDESTRIAN PUSHBUTTON ASSEMBLY, AND ONE TERMINAL CABINET ON THE POLE. INSTALL ONE 4OFT HIGH, M-C-Iq COBRA HEAD LUMINAIRE #4809E W:TH 20OW HPS LAMP AND LOFT ARM (NEW SOUTHPORT SERVICE, CIRCUIT C). CONTACT ERIC DAVISON, AT (206) 684 -1707, OF THE KING COUNTY WATER TREATMENT DIVISION REGARDING ADJACENT 961N METRO SEWER PRIOR TO DRILLING FOR FOUNDATION. /f +r iTING / q/, II / 21 LUMINAIRE INSTALL TYPE SD SIGNAL POLE WITH 15FT MASTARM FOR SOUTH13OUND TRAFFIC AND 45FY MASIARM FOR EASTBOUND AND WESTBOUND TRAFFIC. INSTALL TWO VEHICULAR SIGNAL HEADS AND ONE TYPE M711 PREEMPTION DETECTOR ON THE MASTARM FOR SOUTHBOUND TRAFFIC. INSTALL FOUR VEHICULAR SIGNAL HEADS AND ONE TYPE M711 PREEMPTION DETECTOR ON THE MASTARM FOR EASTBOUND AND WESTBOUND TRAFFIC. POLE MOUNTING ARM SERVICE/ MATCH — THIS STANDARD PLANS AND SPECIFICATIONS. LOCATE THE CABINET WITHIN THE EASEMENT LIMITS. CABINET SHALL BE SERIES 47700 -R BY SKYLINE ELECTRIC & MFG. CO. OR EQUAL INSTALL 6FT X 6FT LOOP DETECTOR PER CITY OF RENTON STANDARD PLANS (TYP.). A 6FT DIAMETER ROUND LOOP DETECTOR MAY BE SUBSTITUTED. PROPOSED POLE 3 POLE NO. LOCATION OFFSET HEIGHT LENGTH CIRCUIT WATTAGE COMMENT DECAL NUMBERING �w>•w o :;A, 8 o JV" NEW HOUSER 4L j ' Z »•>• 0 9 16 +57.5 38.OFT RT 30FT 6F? SERVIC_ CKT B 150W 4810C / MATCH N — THIS I I III � I � , CONSTRUCTION NOTES + EXISTING EDGE r, / 2p ! f OF PAVEMENT / OQ ' 12 R r O INSTALL TYPE SD SIGNAL POLE WITH 25FT MASTARM FOR NORTI-EBOUND TRAFFIC AND 10FT mAsTARM FOR EASTBOUND TRAFFIC. INSTALL TWO VEHICULAR SIGNAL HEADS, ONE TYPE M711 PREEMPTION DETECTOR, AND ONE STREET NAME SIGN ON THE MASTARM FOR NORTHBOUND TRAFFIC. INSTALL ONE VEHICULAR SIGNAL HEAD AND ONE STREET NAME SIGN ON THE MASTARM FOR EASTBGl1ND TRAFFIC. INSTALL ONE VEHICULAR 16 / II - SIGNAL HEAD WITH TYPE K SIDE MOUNT PER CITY OF RENTON STANDARD PLANS, AND ONE TERMINAL CABINET ON THE POLE () 12 Y 13 f i f 1 t 2M f f ' 2 O INSTALL TYPE PS PEDESTRIAN SIGNAL POLE WITH ONE PEDESTRIAN SIGN _ HEAD AND ONE PEDESTRIAN PUSHBUTTON ASSEMBLY. USE TYPE D TOP MOUNT PER CRY OF RENTON STANDARD PLANS. 12 DELETED ^ "�- ' tG G 12 I �'T' HEAD I I A2 / 1 / 1 O INSTALL TYPE III SIGNAL POLE WITH 4OFT MASTARM. INSTALL TWO VEHICULAR SIGNAL HEADS, ONE TYPE M711 PREEMPTION DETECTOR, ONE RIO -11B "NO TURN ON RED" SIGN, AND ONE STREET NAME SIGN ON THE MASTARM. INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE PEDESTRIAN PUSHBUTTON ASSEMBLY, AND ONE TERMINAL CABINET ON THE POLE. INSTALL ONE 4OFT HIGH, M-C-Iq COBRA HEAD LUMINAIRE #4809E W:TH 20OW HPS LAMP AND LOFT ARM (NEW SOUTHPORT SERVICE, CIRCUIT C). CONTACT ERIC DAVISON, AT (206) 684 -1707, OF THE KING COUNTY WATER TREATMENT DIVISION REGARDING ADJACENT 961N METRO SEWER PRIOR TO DRILLING FOR FOUNDATION. /f +r iTING / q/, II / 21 S INSTALL TYPE SD SIGNAL POLE WITH 15FT MASTARM FOR SOUTH13OUND TRAFFIC AND 45FY MASIARM FOR EASTBOUND AND WESTBOUND TRAFFIC. INSTALL TWO VEHICULAR SIGNAL HEADS AND ONE TYPE M711 PREEMPTION DETECTOR ON THE MASTARM FOR SOUTHBOUND TRAFFIC. INSTALL FOUR VEHICULAR SIGNAL HEADS AND ONE TYPE M711 PREEMPTION DETECTOR ON THE MASTARM FOR EASTBOUND AND WESTBOUND TRAFFIC. �y J 66 1 ' I 7 17 8 - i A J / 6 r r ' �j 31 / / 133 pl 1/9 p f� _ 7 O INSTALL ONE TERMINAL CABINET ON THE POLE. INSTALL ONE 4OFT HIGH, M -C -III COBRA HEAD LUMINAIRE #448OOH WITH 40OW HPS LAMP AND 14FT ARM (NEW SOUTHPORT SERVICE, CIRCUIT C). INSTALL NEW FLAT LENS COBRA HEAD, M -C -111 DISTRIBUTION LUMINAIRE WITH 25OW HPS LAMP AND PHOTOCELL ON 4OFT ALUMINUM LUMINAIRE POLE WITH 12FT ARM (NEW SOUTHPORT SERVICE, CIRCUIT C). INSTALL TWO PEDESTRIAN SIGNAL HEADS AND TWO PEDESTRIAN PUSHBUTTON ASSEMBLIES ASSEMBLIES ON THE LUMINAIRE POLE PROVIDE POLE DECAL #481117. CONTACT ERIC DAVISON. AT (206) 684 -1707, OF THE IONG COUNTY WATER TREATMENT DIVISION REGARDING ADJACENT 961N METRO SEWER PRIOR TO DRILLING FOR FOUNDATION_ INSTALL A TYPE 207ON CONTROLLER (SPECIFICATIONS AND CONTROLLER SOFTWARE TO BE PROVIDED BY THE CITY) WITH SIX PREEMPTION PHASES (4 VEHICLE AND 2 RAILROAD) ON A CONCRETE PAD FOUNDATION PER CITY OF RENTON STANDARD PLANS- THE CABINET DOOR SFWJ_ OPEN TO THE WEST. INSTALL- TYPE 3 SERVICE CABINET WITH 120/240V SINGLE PHASE POWER AND FOUNDATION PER CITY OF RENTON STANDARD PLANS_ PROVIDE A 60 AMP SIGNAL CIRCUIT BREAKER, THREE 15 AMP ILLUMINATION CIRCUIT BREAKERS, AND OTHER CIRCUIT BREAIETtS /COMPONENTS PER THE \ f �- ff, MATCH — THIS STANDARD PLANS AND SPECIFICATIONS. LOCATE THE CABINET WITHIN THE EASEMENT LIMITS. CABINET SHALL BE SERIES 47700 -R BY SKYLINE ELECTRIC & MFG. CO. OR EQUAL INSTALL 6FT X 6FT LOOP DETECTOR PER CITY OF RENTON STANDARD PLANS (TYP.). A 6FT DIAMETER ROUND LOOP DETECTOR MAY BE SUBSTITUTED. i J 13 51 � lq 5 � � : 11 Jr 19 ;irl - I RiAR,R011D PRMVr 9CFED" J ! EXISTING PREEMPT 1 1 PREEMPT 2 Row OLB 1' OLB I06 � 07 1 t,r 10 I BOLA I• 17 (MAIN-UNE (SPUR ti r TRAIN) TRAIN) 2 (ALL OTHER PHASES RED) 37 6 t LK WASH BLVD STA 17 +69.5087 = SOUTHPORT ACCESS STA 0 +00.0 a1 I BNSF MAINLINE C TRACK i I _FVIS1= 0pSTORR/ I! I � I SE IREVIk ,,- �� 1 -1 ,, I .15 �t '- + BR. V! 1?1_0a (j \ I � FP Or T' 1 \ 78 z. 211 W, ` i j Iu ca f j r 8 10 22 ) I Z + (< 1 O' !Q + Y f' 29 Lu z RGs - PROPOSED FACE !- - -- ' '7 � i` n .. I I III � I � , I I � ff FIX, ml 16 / II - 21 27 I 37 ' TO EXISTING i 14 34 LUM- J�f�AIRES I 29 ` d ! I( 1 ! f 1LINE MATCH — THIS .. I I III � I � , I I � ff FIX, ml ©� ®>•� wr 1 , 4W 7 s 1 �w>•w JV" �ii�l•>_i 4L j ' Z »•>• am�wwwwaww>_www>_ 3EEu, _— _i-- iiiiiii♦i —�� ��� " 1. 111111111111 ♦I_IIII_— II_�II_III— „III_ —� wrvwil �r 15L �UHLwLL OU UNtttS UIHILKWiJt NUItU, ANU ALL UUNUUII SHALL CONTAIN A NO. 8 GROUND WIRE. 1 p ---rtGS = RIGID GALVANII STEEL MASTARM SIGNS J (STREET NAME SIGNS PER i' CITY OF RENTON STANDARD PLANS, PAGE GO22) pHER T i I StQ,......., g� CHECK FOR COMPLIANCE ' 24” :'UF WA C' LK WASH BLVD TO CITY STANDARDS % SIGN N0. 1 ND p_m r °Q.4, �QI` DATE Y- 24° TURN o:� PFD �5 ���_� DATE "nWQ ON RED FSS: SITE`�G i SOUTHPORT BLVD t8" oNnL : �_ DATE _T ABOVE SIGN NO. 2 SIGN NO. 3 1EXPIRES 12/20/03 c T- _ SCANNED SEP 13 2001? e r i; h N 0 z M W z> N c r 2#6 2#8 a 2CS 2CS m e PCC 2CS — TO BNSF 3CS 2CS— CROSSING CONTPO., l ER 2 #8 3CS SC 5C 2CS < 2CS JB C C Q:E SC 2CS SC LEJ Q CK 3CS 2 #g SC 0 a ¢< n p SC 3C = m ° N 5C $ _ N N N vii v'�i a CL 42 N v JB 5C 2CS "� -2CS 2CS 911 �z W U U ° N M N O a 2 #8 912 MAIN LINE o F Z L� Z 41 ° = m m m m g 922 SPUR 0 < — N Lo JB 93i w N 932 OVLPA D U U m Q ° 935 u7 N ° N M .n c° 94t z J JB a _ 10 942 UVLLPA B ° U7 951 Q /Z ¢ 66 65 952 �� A V MMMMM N JB 961 @. nnn nn 962 C LLj ° = z° a n M M n n n 965 6V[PB PED HEAD 46 = n n n m n n 836 o N a _ ° z m 31. 32, 33. 34 [PJTD 741 w N M M M ° z Q a 837 742 aw °' °' °' a = JB 846 47, 42 i° 743 rn 847 z 744 PREEMPT 62 61 N 88557 51, 52 53, 54 a ° 745 v HEAD 41 SENSOR B HEAD 42 M 400 WATT PED HEAD 66 BIKE 2 858 F o a N ¢ c� HPS LUMINAIRE ro 854 55.56 0 PPB 46 R 641 R 641 ° N M to c0 761 HAND L� Z s = A 642 941 A 642 m 762 MAN `r 957 BIKE 1 a 0 0 6 N G 643 942 G 643 763 866 I--- ¢ 0 645 945 645 6B1 61, 62, 63, 64 >- ° 646 646 662 764 867 I— W as v 6B3 765 869 65. 66 1—&—# (Y C PED HEAD 4' ,� 6B5 °741 HAND 666 71, 72, 73, 74 PPB 66 8i6 a 742 MAN m 631 E 33 31 743 632 jr- m 467 BIKE 2 E 633 74t °i_l PPB 47 635 v ii < - 744 „°,� 636 743 04 LEJ ° m 745 642 250 WATT 714 47 c N 34 32 HPS LUMINAIRE 745 Z 645 fn 6 646\ ` I 762 66 Q so TERMINAL S "�C- 7� 6f 06 Q 0 I- CABINET 5 q��/) F3 0 Q7� (9) \ �` x �X f 731 Lr f 3CS 5C v 732 w ® 733 37 03 °- 73 71 5C 2 #$ 3CS 734 0 y PED HEAD 67 JB SOUTHPORT BLVD 757 EK 761 HAND 10 - 752 56 v.o. 74 72 762 MAN �� 753 57 05 763 4 "� 754 0 0 PPB 67 631 632 ' Y `. 31 765 1 761 651 r� yp ' 633 32 03 N 762 652 j j GU, 635 763 653 •ice o p 636 764 655 641 765 656 — E 661 6A1 2 662 PREEMPT R 657 R.651 6A2 645 42 665 H61 R2 SENSOR C H66D1 R 1 G 653 952 G 653 6A5 1 �? j 651 a 666 662 A 961 662 A 655 955 G 655 6A6 3Q 652 653 51 05 v7 a N 663 G 962 663 G 656 656 TERMINAL i1 52 665 965 665 HEAD 51 PREEMPT HEAD 52 CABINET 1 655 �u 666 666 SENSOR A SC 656 = ON Q N 667 662 ¢ ° # 2#8 TERMINAL ¢ i N m a a �6PCC 2CS # 665 62 06 m m CABINET ° m ° = I 2CS Q c� ¢ N M t o 2CS 666 671 JB ; - 4 ° a 72 n cn w d BIKE 1 m I I II I 673 Q° 07 _ 51 52 675 z = 200 WATT 676 HPS LUMINAIRE ° <<<< co 2 I I 6A7 JB 6A2 Al n 53 54 6A3 A2 OLA !10 6A5 1 °z SC SC JB HPS �UMINAIRE 686 N zo SC 3CS - SC 3CS JB 6B7 l 6B2 B1 o 0 PCC 2CS 2CS 6PCC 2CS 2C 55 56 JB F 665 62 OLB 0 2CS u 2 #6 2CS 2 #$ w 1= 6B6 2 #6 2 #6 uz 511 SS�Q..T B CHECK FOR COMPLIANCE QO ° 512 0 513 z ��, -•oF WA y..�C 514 v a: TO CITY STANDARDS z_ SERVICE s 'o CABINET 515 z I r Ks( DATEV'743-Z I 516 35635 0 DATE _ 501 AC- U cuss Gi STER C;V j _ _ - DATE Wo TONAL •F' d F.. -- - -- �.. -. DAT 502 AC+ N o (1.OZ-j 3 #2—TO HOOK -UP Z • ®� IXPIRES 12/20/03 SCANNED ` ='; /-_,)d"?aft SCANNED SEP ! N 8 � �I 1 N 0 z M w z >4 r� Off° r Y i v, it III r o � � Q J � Q L1J � J t1J C) 0 M L7 LLJ (-) < z Q 0< z 0 Q Z U7) 0 J � z 0 da � N LL- z s� 00 3< Z �w LrJ a' a o' o 'E 7.-• E- o a y m H O Out 4.9 e 0 vl *CLOCKWISE FROM NB MASTARM ATTACHMENT POINT. N u Z, ­CLOCKWISE FROM EB MASTARM ATTACHMENT POINT. * *'SUMMATION OF NB AND EB WIND LOADS USED SINCE ANGLE BETWEEN MASTARMS IS LESS THAN 90'. z o a z o a o w pQ o zQ z alo< w o E � a D FOUNDATION DEPTH TABLE Allowable Lateral ji' i � jl�' ;2D 1" NIPPLE Bearing Pressure Type Type II, III and SD mastarm standards. 600 B7 1,200 B 1 1,900 B3 sf ®POLE IIGNAL ARM 10' 10' 11, 11' 13' 15' B2 3' SQ. 8' B4 d B6 10' I' 2 NB 4' RD. 8' 8' 9' 9' b 11' R OgawgrIF b 8' 8' 9' 11' B9 15' 1,500 B11 �h J 7' O 8' 0 9' 11.0 4' RD. 7' 7' 7' 8' 1 8' B10 - 3' RD_ 6' 6' 7' -- 13' -- - - - - -- ° 6' 6' 6' 6' 7' b C 6' 6' 6' 6' 7' _ - -- N ----------- a - - - - 2 E E Q I LEGEND -- - - - - PRESSURE OF IGOOPSF- RFfEt2 TO THE MARCH 29, 2001 I a. Vehicle Signal Head F _, F b. Sign O c. Street Name Sign or 160 _ VERTICAL CLEARANCE d. Pre -Empt Detector H h H b 10 8 e. Deleted M GEEOTECH INC_ EB t e. MI IMUM: 16' -6" f. Luminaire - - - - - - - _ Q 11.6 MAXIMUM: 18' -6" g. Pedestrian Signal Head I - - 2 9 11.0 G g - - h. Cabinet - - - - - - I i. Pedestrian Push Button Assembly LK WASH BLVD 36.0 FT X - PS - - 0 - - - j. Handhole - - - - H - h H a N - - - 2 I LIMITS OF VERTICAL CLEARANCE REQUIREMENT I 18 +27.0 I� 2'-0" o 00 J I ROADWAY MIN. TYPE 11 TYPE III TYPE IV TYPE V CURB OR EDGE OF SHOULDER MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN TYPE SD SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD FOUNDATION DEPTH TABLE Allowable Lateral Foundation XYZ (Cubic feet) Bearing Pressure Type Type II, III and SD mastarm standards. 600 1900 1,200 1,500 1,900 2,300 sf ®POLE IIGNAL ARM 3' RD. 10' 10' 11, 11' 13' 15' 1,000 3' SQ. 8' 8' 9' 9' 10' 11' NB 4' RD. 8' 8' 9' 9' 10' 11' R OgawgrIF 3' RD. 8' 8' 9' 11' 13' 15' 1,500 3' SQ. 7' 7' 7' 8' 8' 9' 11.0 4' RD. 7' 7' 7' 8' 1 8' 9' - 3' RD_ 6' 6' 7' 11' 13' 15' 2,500 3' SO. 6' 6' 6' 6' 7' 7' 4' RD. 6' 6' 6' 6' 7' 7' This table is based on a phi value of 26 degrees. For double mastarm standards, use the larger XYZ value for foundation depth selection. NOTES Ol MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. ALTERNATE NOTE 1 FOR TYPE N MOUNT ONLY DRILL 1" HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. O2 FIELD INSTALLED_ O3 ANY 1" NIPPLE NOT USED FOR OPTICOM DETECTOR WILL HAVE A METAL PLUG INSTALLED, T-2882048 Yee- 01 / ® -mp SEE CITY OF RENTON STANDARD PLANS, PAGES J022, J023, AND J029 FOR FOUNDATION DETAILS. R%"OLL 176 FR' 245 ers�o?!R.T.6� CHECK FOR COMPLIANCE �. ='F Was'• -;c' TO CITY STANDARDS °.° wNir f� T. o�µ DATE - o -o i sF 3ss35 1ST �o i21" DATE FS•.�ER . -�j DATE -IFOZ Imo' T� EXPIRES 12/20/03 i -'O T SCANNcr) CFP 1 2 200_ 9 s 9 SIGNAL STANDARD DETAIL CHART STD. NO. CLOCKWISE T S A C �5 p-F H'ME F. SIGNAL MAST ARM DATA GPI. FROM a. G t POLE ATTACHMENT POINT ANGLES d (�) FOUNDATION DtrTHS(Fr) 90' OFFSET DISTANCES (FT) (Z) (POLE TO ATTACHMENT POINT) YPICAL E7 .a ®POLE IIGNAL ARM TYPE Al A2 TFACHMENT POINT B1 B2 B3 B4 B6 B7 B9 610 B11 TOTAL(FT) 3 AF! HANDHOLES D E7 E2 E Gl G2 H 11 I2 3' RD 3' SQ 4' RD 0' 180 AT 1800 POLE ORIENTATION so 0 O v ANGLE (P.O.A.) NB 270' DEGREES CLOCKWISE FROM OFFSET LINE - 0 BASE PLATE 0 22.0 TO 0° POINT R OgawgrIF - 16.0 - LOCATION STATION POLE ORIENTATION AND ATTACHMENT POINT DETAIL Yee- 01 / ® -mp SEE CITY OF RENTON STANDARD PLANS, PAGES J022, J023, AND J029 FOR FOUNDATION DETAILS. R%"OLL 176 FR' 245 ers�o?!R.T.6� CHECK FOR COMPLIANCE �. ='F Was'• -;c' TO CITY STANDARDS °.° wNir f� T. o�µ DATE - o -o i sF 3ss35 1ST �o i21" DATE FS•.�ER . -�j DATE -IFOZ Imo' T� EXPIRES 12/20/03 i -'O T SCANNcr) CFP 1 2 200_ 9 s 9 SIGNAL STANDARD DETAIL CHART STD. NO. FIELD LOCATION MOUNTING HEIGHT FT ( ) SIGNAL MAST ARM DATA LuM. wRM(Er) POLE ATTACHMENT POINT ANGLES d (�) FOUNDATION DtrTHS(Fr) REMARKS OFFSET DISTANCES (FT) (Z) (POLE TO ATTACHMENT POINT) 2 WINDLOAD AREAS FT X Y� (X)(Y)(Z) ®POLE STATION OFFSET LT RT P.O.A. TYPE Al A2 B1 B2 B3 B4 B5 B6 B7 B9 B10 B1 1 B1 B2 B3 B4 B6 B7 B9 610 B11 TOTAL(FT) 3 C D E7 E2 E Gl G2 H 11 I2 3' RD 3' SQ 4' RD NB 1 - 22.0 - 10.5 - 16.0 - - - - 8.0 9.3 - 11.6 - - - - - 11.0 420 - O - 150 - - 270 _ _ FOUNDATION DEPTHS BASED ON AN ALLOWABLE BEAIMIG 1 LK WASH BLVD 35.5 FT X 0 SD1 - I I I PRESSURE OF IGOOPSF- RFfEt2 TO THE MARCH 29, 2001 17 +59.0 _, 160 _ 10 8 8 M GEEOTECH INC_ EB t e. 9.5 - - - - - - - - 4.5 11.6 - - - - - - - 11.0 TOTAL- --- - - 5S- - - - - - - WC�LTAN FOR METHODS PEAT FOR METERED_ LK WASH BLVD 36.0 FT X - PS - - - - - - - - - - - - - - - - - - - 18 +27.0 ®3 DELETED H�, LK WASH BLVD 38.0 FT X 0 III 1 'a'& 40 36.5 - 25.5 - 31 .0 - - - 20.0 15.0 9.3 - 9.3 - - - - 1 1.0 825 10 0 0 - FUMBAIM DEPIt6 BASID ON AN A110ffilRt= I P t1 t000PSF � m TfE MARCH 2% 2001 GE01ECHMM RMCIRF FROM 17 +43.0 18 - 90 180 135 - ( 270 70 8 8 FROM GEOTECH CONRIUANIS, INC. FOR MERIODS N7ffN PEAT OR GROLM SB t �'g 13.0 - 5.0 - 9.0 - - - - - 9.3 - 9.3 - - - - - 170 - - 9 70* _ _ _ FOUNDATION DEPTHS BASED ON AN ALLOWABLE BEARING 5 SOUTHPORT BLVD 25.0 FT X 0 SD 8.5 40 2 2 - I - _ PRESSURE OF 1000PSF, REFER TO THE MARCH 29, 2001 1 +41.0 1 - 3 14 4 REPORT FROM GGROUN CONSULTANTS, INC. FOR 1'16 EB t 8.5 42.0 - 34.0 - 24.0 29.5 18.5 - - 9.3 - 9.3 - 9.3 9.3 - 0 0 - - - - 135 - 17 9 FOR NENi00.S WHEN PEAT OR GROUND WATER ARE N DS SOUTHPORT BLVD 21.0 FT X - PS - - - - - - - - - - - - - - - - - - _ 1 +85.0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - 7 SOUTHPORT BLVD 35.5 FT X - PS - 1+82-5 - - - - - - - - - - - - - - - - 8 SOUTHPORT BLVD 44.5 FT X - PS - 1 +66.0 9 SOUTHPORT BLVD 40.5 FT X - PS - 1 +12.0 - - - - - - - - - - - - - - - 10 SOUTHPORT BLVD 56.5 FT X - LUNINAIR - 40 0 +47.0 POLE - - - - - - - - - - - - - - - - - - - - 12 0 0 - 0 r27.) Yee- 01 / ® -mp SEE CITY OF RENTON STANDARD PLANS, PAGES J022, J023, AND J029 FOR FOUNDATION DETAILS. R%"OLL 176 FR' 245 ers�o?!R.T.6� CHECK FOR COMPLIANCE �. ='F Was'• -;c' TO CITY STANDARDS °.° wNir f� T. o�µ DATE - o -o i sF 3ss35 1ST �o i21" DATE FS•.�ER . -�j DATE -IFOZ Imo' T� EXPIRES 12/20/03 i -'O T SCANNcr) CFP 1 2 200_ 9 s 9