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HomeMy WebLinkAboutzT-2867Set0 o o G o ci N x g U J I 8 g L 3 a o O J a w � Z w J o wZ d J h- LJ N K v Q �� �U < a �i) z Z W (� W U Z co I Z O fll J a ] O om z =r - Lij 4.. O _ Ld C Q i— LL w -d n J h W N -jrp 2 m O_ L �o m \ Z 3mu m O ¢o o 'yam' Q + oou + a Q ooz V S = o ¢ N v>w w o �.I U z Z a zwQ ¢ c5 w d U cn w m::> I-- w w - - -- - - - — m STA 52 +28.31 = Z Q — -- - -- ,. -- - STA 23 +17. -__- .- a Sol- o -- O p oE - H E" 4 5 3 7 6 r- E STA 22 +50 j m END CURB TAPER (20 LT.) �E �N y C 4 a f0 C rn O N S a o MATCHLINE 18 +50 yog ! J s o B N Z rli ¢ N F- N F- N P ¢- cJ� O�FSS/ONAL � 2- z1. -ol y Z \� EXPIRES 9/5/010 NW 1/4, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. v rn �� s T M to r�) Co m d' Co W + Z a STA 21 +67 N O ^QZ W X + o_ w N� ,n < I v> w :2i SP - CITY OF RENTON STANDARD PLANS J _ J 00 22' rEt STA 21 +25 STA 17 +35 106 16' a - z =w - J z > I I, ¢Z � = � w J U) F U °- 0 BEGIN DOUBLE YELLOW 4 STA 20 +35 Of 00 EO uiiZ + ¢ ¢DO a 0 oo oo CENTER STRIPE (6' RT.) i 6:'l 4'i S �� STA 20 +00 I— t-wwww r¢- z F-- ww m vmmmm m w cn mm BEGIN CURB TAPER (10' LT.) z Q o Z w 8! w j- W J : zw z-_. LJJ z 7 - NE --2-n d-- St. m - -- - w � o 0 W z F- > I -- Z z � cf) ¢ Q o a W 16 - > w z z w 0 > — -' p ¢ N - WAfN�F z o P��f N Z rli ¢ N F- N F- N P ¢- cJ� O�FSS/ONAL � 2- z1. -ol y Z \� EXPIRES 9/5/010 NW 1/4, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. p i tom.' 17 ' 9 13' 2 3, STA 22 +67 STOP BAR 3 END APPROACH LINE (9' RT.) END DOUBLE YELLOW CENTER LINE (3' LT.) v rn �� s T Z r�) Co m d' Co W + Z a STA 21 +67 N O ^QZ W X + o_ w N� W N a W < F Z v> w :2i SP - CITY OF RENTON STANDARD PLANS J _ J 00 22' rEt STA 21 +25 I w � co Z nip v - v w' a - z =w - J z > I I, ¢Z � = � w J U) F U END TRANSITION (3' LT.) O J Uz- 00 O 4 STA 20 +35 Of 00 EO uiiZ + ¢ ¢DO + a- + ¢ft� m 126 i 6:'l 4'i azzzz `-) ¢ zz ¢ OOZ55 5c5 STA 20 +00 I— t-wwww r¢- z F-- ww m vmmmm m w cn mm BEGIN CURB TAPER (10' LT.) 6 7 3 5 2 4 1 p i tom.' 17 ' 9 13' 2 3, STA 22 +67 STOP BAR 3 END APPROACH LINE (9' RT.) END DOUBLE YELLOW CENTER LINE (3' LT.) 9 f I� STA 19 +00 / BEGIN TAPER. 6 RT.) P1gf6'I 11 MATCHLINE 18 +50 0 ! e LL o� e> O z tY v O � Z r�) Co CO + Z a STA 21 +67 +¢ W X + o_ w N� BEGIN APPROACH LINE (9' RT.) 00 < 3'' v> w :2i SP - CITY OF RENTON STANDARD PLANS 22' rEt STA 21 +25 END TAPER 27 END TRANSITION (3' LT.) 4 STA 20 +35 BEGIN TRANSITION (6' RT_) o STA 20 +00 BEGIN CURB TAPER (10' LT.) 9 f I� STA 19 +00 / BEGIN TAPER. 6 RT.) P1gf6'I 11 MATCHLINE 18 +50 0 ! e LL o� e> O z tY NE 4th St. GENERAL NOTES 1. EXISTING TWO WAY LEFT TURN MARKINGS TO BE REMOVED FROM STA 49 +43 TO STA 52 +78. 2. ALL EXISTING PAVEMENT MARKINGS TO BE REMOVED FROM STA 51 +78 TO STA 56 +98. 3. PAVEMENT MARKINGS TO BE INSTALLED PER CITY OF RENTON STANDARD PLANS, SECTION H DELINEATIONS AND MISCELLANEOUS CONSTRUCTION. T286007101 PAVEMENT MARKING LEGEND v O � 0 z r�) Co CO + Z 0) +¢ W X + o_ w N� (a< F- < w v> w :2i NE 4th St. GENERAL NOTES 1. EXISTING TWO WAY LEFT TURN MARKINGS TO BE REMOVED FROM STA 49 +43 TO STA 52 +78. 2. ALL EXISTING PAVEMENT MARKINGS TO BE REMOVED FROM STA 51 +78 TO STA 56 +98. 3. PAVEMENT MARKINGS TO BE INSTALLED PER CITY OF RENTON STANDARD PLANS, SECTION H DELINEATIONS AND MISCELLANEOUS CONSTRUCTION. T286007101 PAVEMENT MARKING LEGEND O1 EDGE OF ROAD LINE, SP H008 O2 LANE LINE, SP H002 O3 APPROACH LINE, SP H002 O4 DOUBLE YELLOW CENTER LINE, SP H001 O LEFT TURN ARROW, SP H008 O6 CROSSWALK, SP H012 12" STOP LINE, SP H008 SP - CITY OF RENTON STANDARD PLANS 40 0 40 80 scale feet L w.b.- is ROLL 173 2,14,9 -SCANNED JUL 2 7 ZWI 0 co 0 3 O 2" WHITE 12' TO 2�` R= 4 ' 33 STOP LINE mll WHITE -\ 1' -0 "--I cn WHITE EDGE OF ROAD LINE _j LJ F­ k Q Z LLJ CENTER LINES TWO-WAY LE TURN LANE TURN MARKINGS wr 10-0, fat L>'i �=46_ TO 8- Q • O 0 0 0 0 a 0 • • 0 0 0 0 0 0 0 • • • In--- Ljj < N • • 4FT • • 9 • 0 w '1' TRAFFIC FLOW IWITE OR 11 = Lu z V) Z 4" YELLOW TYPE 30 LINE MARKERS 4" YELLOW TYPE 'lid' LINE MARKERS (REFL.) �4" YELLOW TYPE 'lid' 12' DOUBLE YELLOW CENTER LINE LINE MARKERS (REFL.) 4" YELLOW TYPE T LINE MARKERS 6" TO 8" ISLAND ROSSHATCHING 1 :11 RATIO 3 r ------------- I Li E Z L� 0 0 0 0 0 0 0 9 • • • • • • • • • • • 0 • • • — 9' 3'� *V OTYP LANE LINES 50' VAR. 15' < ry F- 4" YELLOW E LINE MARKERS "�Icl' 5* Pavement Marking Details SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE LINE MARKERS (REFL.) f 3Z 1 15-1-20- 1 15- It y ADOPTED 0, NUMBER OF 2-WAY LEFT TURN ARROWS RAILROAD CROSSING MARKING CITY OF RENTON STANDARD PLANS LST DATE: I-Aug-90 E_ 3r. SPEED LIMIT 25 MPH 200' O.C. DWG NAME: HR-03 SP PAGE: H008 4 .2 SPEED LIMIT 30-35 MPH 250' O.C. E- SPEED LIMIT 40-45 MPH 300' O.C. CHANNELIZATION MARKERS DETAIL CURB LANE LANE LANE CURB _.�.NE ADOPTED I CENTER CENTER I IN N I NE LANE -,E Crff OF RENTON :PLANS,. __T I 41 _ F I STANDARD LST DATE: 10/30/96 DATE REVISION BY DWG. NAME: HR-01 SP PAGE: H001 I I 10, APPROACH LINE 1 8" (TYP.)-STRIPE 8" (TYR)-OPEN I I (TYP.) NE 8!' (TYP.)-STR!PE 8 9 t 8" LI 4E CONCRETE LANE LA LINE I 4" WHITE TYPE T LINE MARKERS 4" WHITE TYPE 'Ile' 1,R1 TIRE TIRE TIRE CX LT RA S__) TRACKE RACKS--) T-286"""""""Apk2 LIRACKS— lu LINE MARKERS (REFL.) - TYPICAL 4 LANE POADWAY CONFICURAT:CN -VCTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONF!G RATION KEEPING THE THERMCP!LASTIC BARS CENTERED ON THE APPLIES. LANE LINES AND IN THE CEN1ER OF THE TRAVELLED PORTION OF THE LANE 10 MINIM.IZE PaintedMermoplastic CmssWaLk TIRE WEAR ON THE 7HERMOPLrSTIC/PAINT SKIP APPROACH LINE NUMBER AND LOCATIONS OF ARROWS F3 8" OR 8' y ADOPTED a_ a_ APPROACH LINE LENGTH ARROW LOCATIONS CITY OF RENTON STANDARD PLANS (s 15'--3'�:V4" WHITE TYPE 'I' 20' - 50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) &Iry LST DATE: 1-Apr-90 !;-c LINE MARKERS 50' - 125' 2 ARROWS 20' BACK & END OF APPROACH LINE) DWG NAME: HR-13 SP PAGE: H012 125' - 300' 3 ARROWS 20' BACK, MIDWAY END OF LINE) 4" WHITE TYPE 'Ile: OVER 300' ARROWS AT 100' INTERVALS M LINE MARKERS (REFL.) LANE LINE 4" Z • • Elk > Of 9' 15'� 3'� 'I' 4" WHITE TYPE LINE MARKERS CHANNEUZATION MAKERS DETAIL 4" WHITE TYPE 'Ile' ADOPTED LINE MARKERS (REFL.) CrrY OF RENTON STANDARD PLANS ISr DATE:.. 10/30/96 I I DATE REVISION I BY I A DWG. NAME: HR-02 SP PAGE: H002 6-WM, MIRAURN W7 ft6IwoKV4_1PQNp`fMw_ . I �wl If 0 z ROLL 173 2,14,9 -SCANNED JUL 2 7 ZWI v G i eo o 0 0 a 3 0 W z z w Q o Q WJ W Q Q J Z Z C� Q - cn y W U °z I=— L w SQ �- ° \ W ~ a z NW 1/4, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. PROPOSED RIGHT OF WA Y DEDICATED TO THE CITY MATCHLINE STA 25 +00 44 + 43 I' CONSTRUCTION NOTES O INSTALL TYPE R1 INDUCTION LOOP VEHICLE DETECTOR PER WSDOT STANDARD DETAILS 20 t I T INSTALL FOUNDATION AND TYPE III SIGNAL STANDARD AT STA. 51 +90, 44' RT. WITH 12" PROPOSED RIGHT OF WAY G • 12" TWO VEHICLE SIGNAL HEADS, EVP DETECTOR, TWO PEDESTRIAN SIGNAL HEADS, TWO . 12" DEDICATED TO THE CITY GENERAL NOTES O PPB -M, TERMINAL CABINET, 400 WATT HPS M -C -III LUMINAIRE, AND "NE 4TH ST" G I PROVIDE CONDUIT AND CONDUCTORS TO PSE POWER SOURCE. SERVICE CONNECTION - -- SIGN PER SP G022. I SEE SHEET C9.02,:1141 Li i 1 O INSTALL FOUNDATION AND TYPE II SIGNAL STANDARD AT STA. 51 +94, 48.5' LT. WITH 11/61, 51/21 22,41,42,62 INDUCTION LOOP TWO VEHICLE SIGNAL HEADS, EVP DETECTOR, TWO PEDESTRIAN SIGNAL HEADS, TWO 81,82 11h 22 g —__ _ PPB -M, TERMINAL CABINET, R10 -12 SIGN 39' FROM CENTER OF POLE, AND "NILE AVE NE" SIGN PER SP G022. is i 2' T INSTALL FOUNDATION AND TYPE II SIGNAL STANDARD AT STA. 52 +73, 40' LT. WITH Q I: f ?'i�, u ( TWO VEHICLE SIGNAL HEADS, EVP DETECTOR, TWO PEDESTRIAN SIGNAL HEADS, TWO "NE . 46 ! 4 ". PPB -M, TERMINAL CABINET, AND 4TH ST" SIGN PER SP G022. INSTALL FOUNDATION AND TYPE III SIGNAL STANDARD AT STA. 52 +71, 46' RT_ WITH TWO VEHICLE SIGNAL HEADS, EVP DETECTOR, TWO PEDESTRIAN SIGNAL HEADS, TWO PPB -M, TERMINAL CABINET, 400 WATT HPS M -C -III LUMINAIRE, R10 -12 SIGN 37' I *; FROM CENTER OF POLE, AND "NILE AVE NE" SIGN PER SP G022. $ I "" T INSTALL CONTROLLER CABINET FOUNDATION AT APPROX. STA. 52 +64, 54' RT. INSTALL MODEL 820A VMS CONTROLLER, CABINET AND REQUIRED HARDWARE. s T INSTALL FOUNDATION AND SKYLINE MODEL 47700 -R OR EQUAL ELECTRICAL SERVICE I I a 24— '• 7. I CABINET AT APPROX. STA 52 +62, 60' RT. COORDINATE WITH PSE FOR SERVICE CONNECTION. 9 2 ( I 44 + 43 I' 1 O INSTALL TYPE R1 INDUCTION LOOP VEHICLE DETECTOR PER WSDOT STANDARD DETAILS 20 t I R O 12" PROPOSED RIGHT OF WAY G • 12" Y . 12" DEDICATED TO THE CITY 11.01E MODIFIED AND 11.02E. O 7 r; G 3 9 O PROVIDE CONDUIT AND CONDUCTORS TO PSE POWER SOURCE. SERVICE CONNECTION - -- 21 10 — TO BE MADE BY PSE. 7 -- _ .— CONDUIT 26, 27, 46, 47, HEAD NO. HEAD NO. 66,67,86,87 11/61, 51/21 22,41,42,62 INDUCTION LOOP „ 81,82 VEHICLE DETECTOR 22 g —__ _ -I 2 24 A is i 7 69 67 7 7 65 — 7 63 6 610 — - -- ti 68 t2 66 13 64 6: Q � 3 - - -- s j. q 14 3 8 901 RfGi�'E(eE'O �4<v FSSIONAL ENS'\ PROPOSED RIGHT OF WAYS 3 -19 0( DEDICATED TO THE CITY EXPIRES 9/5/01 0 0 o SIGNAL PHASING DIAGRAM MATCHLINE STA 21 +50 L I 1 , 7 N 0, 45 W I V t 48 z z l 87 W � � a ° i I o LEI I 7 I Co o v °i �/ I LL I M o z3�: 02 06 I I Z W �- I' I Q 21 i >� I I I W W LJ > m W J I, I! w Co _ 03 NOT NOT 47 z ui USED USED 6 Z I I; t 7 o a- W I I: "47 1 3: 7 88 Z 1 �- STA 23 +17.2 rst�3o\ 23 I Al7 I I I II m MATCHLINE STA 21 +50 O > 04 ��'� � ��/ 08 � Q Q MATCHLINE STA 25 +00 o LOOP DETECTOR SPACING , d N Z r7 PEDESTRIAN MOVEMENT 20 0 20 40 1n w' so ss N —a PROTECTED VEHICLE MOVEMENT - -'� PERMISSIVE VEHICLE MOVEMENT OR 35 NPH SFE� WT scale feet rRo- 4v -1 ,967 LL 17 3: 2-5 -1 PROPOSED RIGHT OF WAY 4 DEDICATED TO THE CITY EMERGENCY VEHICLE PREEMPTION PHASING A 02 +45 B 04 C 41 +46 D 08 T_2 LEGEND _... - -_ In __._.. _— .._ —_.— _ Lo I -- N 88'21'19 "W - - -- NE 4TH ST. SIGNAL FACE SCHEDULE R • 12" - - - 'o Y • 12" R O 12" ((I BLS% G • 12" Y . 12" Y/G O 12" G O 12" PEDESTRIAN HEAD NO. PREEMPTION DETECTOR (EVPE) ,— — — — CONDUIT 26, 27, 46, 47, HEAD NO. HEAD NO. 66,67,86,87 11/61, 51/21 22,41,42,62 INDUCTION LOOP „ 81,82 VEHICLE DETECTOR EXISTING NEW T C - - - 'o VEHICLE SIGNAL HEAD -- -51 P. PEDESTRIAN SIGNAL HEAD GAS VALVE 'C� H LIGHTING AND MAST ARM STANDARD ❑ C ® TYPE PS SIGNAL PC' -E MANHOLE ® TYPE 1 JUNCTION BOX, J -11a ® TYPE 2 JUNCTION BOX, J -11a TYPE 3 JUNCTION BOX, J -11a - -__ PREEMPTION DETECTOR (EVPE) ,— — — — CONDUIT CONTROLLER CABINET SERVICE CABINET INDUCTION LOOP „ VEHICLE DETECTOR R/W EXISTING NEW T C CONSTRUCTION NOTE WIRE NOTE _ ® W WATER VALVE D4 G GAS VALVE 'C� H HYDRANT ❑ C CATCH BASIN O M MANHOLE 0—T L LIGHT STANDARD TIMBER UTILITY POLE 7-- SCANNED JUL 2 7 2001 u s v s i N o o � 3 v _ J f w Q w z W J �wo Qw w 0 J o Q x W�" c!� z v CIL, F-- C) 'o w LL a z Q GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE RENTON STANDARDS COMPRISED OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ( WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, THE REFERENCED WSDOT STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION, STANDARD PLANS CREATED BY THE CITY OF RENTON, THE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS AND THESE PLANS. 2. REFER TO CORE DESIGN PLANS FOR NEW CURB, GUTTER, SIDEWALK, CHANNELIZATION, UTILITIES AND ROAD WIDENING IMPROVEMENTS. 3. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 4. INSTALL ALL TRAFFIC SIGNAL MATERIALS SHOWN ON THE PLANS, EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED. 5. ALL WORK SHALL BE CONSISTENT WITH AFFECTED UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE THE WORK WITH UTILITIES 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. DO a� Z ° 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AND COORDINATE DATE AND TIME OF WORK O 3�, FOR INSPECTION PURPOSES 48 HOURS BEFORE COMMENCING WORK. a Z - 8. SALVAGED MATERIALS SHALL REMAIN PROPERTY OF CITY OF RENTON AND BE DELIVERED BY E- ;W CONTRACTOR TO CITY SHOP. _ 6L4 a- rryy a NOTES O7 c E w z r- FABRICATOR AT OFFSET DISTANCES INDICATED 'E IN CHART. mil, P F g OM po \ E C o N z IN MAST ARM AND INSTALL PLASTIC SPLIT POLE ATTACHMENT POINT ANGLES (deg) BUSHING FOR CABLE ENTRANCE. O2 FIELD INSTALLED. z N 0- SEE SP J035 FOR LUMINAIRE ARM TYPE. OFOUNDATIONS SHALL CONFORM SP J029. p H. £,1y Z O j d z P� aF WAS k.'F B1 B2 POLE ORIENTATION Ln LEGEND ANGLE (P.O.A.) B7 'O�r Head w of `fig 1 15 r„ O.neS fGISTER6G A. Vehicle Signal B3 � 15 \�4! SIpyALEN H SR B10 2,y2 -al B. Sign, Std Plan G -9 Z YYnn H=- N EXPIRES 9/5/01 C. Luminaire .Arm c' -J � 'L � H p N 12 D. Pre -Empt Detector 3'SQ 4'RD r7 Ln E. Signal Most Arm LO F. Luminaire Ln G. Pedestrian Signal Head a CN H. Terminal Cabinet D- I. Pedestrian Push Button Assembly, Std Plan J -5a as o �O J. Handhole, Std Plan J -7c or J -8 a Z K. Pre -Empt Indicator 1 51 +90 Z X 90 III 19 z_ w 34 m w w 6 w z J 9.2 5 w z CO 13.5 w ,J o YH'L JwL � L Y VVI \U VI\ LLIVL VI JIIV VLLILI\ MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING TYPE SD SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN SPECIAL DESIGN STANDARD SIGNAL STANDARD POLE STANDARD D36 NOTES O7 MOUNTING COUPLING TO BE INSTALLED BY w z r- FABRICATOR AT OFFSET DISTANCES INDICATED TYPE IN CHART. mil, P F g OM po IF TYPE "N° MOUNTING IS USED, DRILL 1" HOLE z IN MAST ARM AND INSTALL PLASTIC SPLIT POLE ATTACHMENT POINT ANGLES (deg) BUSHING FOR CABLE ENTRANCE. O2 FIELD INSTALLED. z N 0- SEE SP J035 FOR LUMINAIRE ARM TYPE. OFOUNDATIONS SHALL CONFORM SP J029. o° 180° AT 180 Z O j d z A2 B1 B2 POLE ORIENTATION Ln LLj ANGLE (P.O.A.) B7 B8 DEGREES CLOCKWISE w of O > Fz a FROM OFFSET LINE 270P TO 0 °POINT B2 B3 O BASE PLATE O B6 H SR B10 B11 LOCATION STATION C H=- N POLE ORIENTATION AND P. B G1 ATTACHMENT POINT DETAIL H d (n 12 3' R 3'SQ 4'RD Q N � N I ` YH'L JwL � L Y VVI \U VI\ LLIVL VI JIIV VLLILI\ MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING TYPE SD SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN SPECIAL DESIGN STANDARD SIGNAL STANDARD POLE STANDARD D36 NOTES O7 MOUNTING COUPLING TO BE INSTALLED BY FIELD LOCATION FABRICATOR AT OFFSET DISTANCES INDICATED TYPE IN CHART. mil, P F g OM po IF TYPE "N° MOUNTING IS USED, DRILL 1" HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT POLE ATTACHMENT POINT ANGLES (deg) BUSHING FOR CABLE ENTRANCE. O2 FIELD INSTALLED. O3 SEE SP J035 FOR LUMINAIRE ARM TYPE. OFOUNDATIONS SHALL CONFORM SP J029. YH'L JwL � L Y VVI \U VI\ LLIVL VI JIIV VLLILI\ MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING TYPE SD SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN SPECIAL DESIGN STANDARD SIGNAL STANDARD POLE STANDARD D36 SIGNAL STANDARD DETAIL CHART OCKWI SE To STD. NO. 0 FIELD LOCATION \CHMEN j T TYPE MOUNTING HEIGHT(FT) mil, P F g OM po DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION DEPTH (FT) ® SIGNAL ARM a Q 'z .. OFFSET DISTANCES (FT) (Z) (POLa TO ATTACHMENT POINT) r ATTACHMENT POINT h ALL HANNDHOLES STATION k o° 180° AT 180 P.O.A. Al A2 B1 B2 POLE ORIENTATION B4 B5 ANGLE (P.O.A.) B7 B8 DEGREES CLOCKWISE B10 B11 FROM OFFSET LINE 270P TO 0 °POINT B2 B3 O BASE PLATE O B6 B7 SR B10 B11 LOCATION STATION C E1 POLE ORIENTATION AND P. B G1 ATTACHMENT POINT DETAIL YH'L JwL � L Y VVI \U VI\ LLIVL VI JIIV VLLILI\ MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING TYPE SD SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN SPECIAL DESIGN STANDARD SIGNAL STANDARD POLE STANDARD D36 � 1 O °l/Dw_ -,.# - a CA -p ROLL 173 251 C°1D, T- a aR 6 7 °k aLndwxr-w :jut E 7 LUIJ1 e o SIGNAL STANDARD DETAIL CHART STD. NO. 0 FIELD LOCATION POLE ID NUMBER TYPE MOUNTING HEIGHT(FT) SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION DEPTH (FT) ® REMARKS OFFSET DISTANCES (FT) (Z) (POLa TO ATTACHMENT POINT) WINDLOAD AREAS (FT) 2 (X)(Y) (x)( )(Z) TOTAL(FT)3 STATION OFFSET(FT) LT. RT. P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 C C E1 E2 P. B G1 G2 H 11 12 3' R 3'SQ 4'RD 1 51 +90 44 X 90 III 19 40 34 29 24 6 9.2 9.2 13.5 615 12 0 0 135 135 0 270 7 7 - 2 51 +94 48.5 0 If 19 42 39 35 28 6 11.0 7.5 9.2 13.5 1094. - ..,.. 0 135 135 0 270 7 7 3 52 +73 40 90 II 19 39 34 29 6 9.2 9.2 13.5 707 .; 0 135 135 0 270 7 7- 4 52 +71 46 0 III 19 40 40 37 32 24 6 71.0 7.5 9.2 13.5 1020 12 411r-`U „' r 0 135 135 0 270 7 7 � 1 O °l/Dw_ -,.# - a CA -p ROLL 173 251 C°1D, T- a aR 6 7 °k aLndwxr-w :jut E 7 LUIJ1 e o u » �I m 0 � O 3 c a � o 1 SIGNAL HEAD 41 R R 641 R :2 Y 642 0 G 643 G- < w W z Q B W w _ o w � � � G wQz PED. HEAD 66 PED. HEAD 47 w z B I= I E L D WIRE TERMINATIONS TERMINAL CABINET R 641 R 0-642-0 G 643 G PED. HEAD 66 PED. HEAD 47 B 644 g SIGNAL HEAD 42 641 641 R R 761 �r� G 762 17 4 N W 765 ittt IN 0-'766 R 741 R G 742 I% Y N W 745 11 UUUUUU 0 W R —G-742 W 645 741 745 -W — R- G- W G 642-0— 642 643 p G B 767 746 B 747 0 746 O PHASE 4 EVP B 644-B— PPB 66 PPB 47 B 747 761 B- R- 941 942 0 0 Y 645 W G W 762 765 G W 945 BL 0 766 0 B 767 B O J TO CONTROLLER cn z POLE N0. 1 I— W W Z L'- Q o. v 0 Z C C) 3 U E-y W 0- m �i � o a, Q` �$ o o g� o R 0 TERMINAL G CABINET B W UL PED. HEAD 27 PED. HEAD 46 R- �I1 ,Q R- X11 R SIGNAL HEAD 51/21 SIGNAL HEAD 22 —G- I' "7 9c' —G- I"'h G ot622 21 R tG62,3 R W 725 Ll //U W 745 Ll (/U W p 2_ G B 72 B 747 B 23 G G PPB 27 PPB 46 624 B 02 +05 EVP A 624 B R 625 W 625 W G Y 652 B 921 0 W G 653 L 922 Y 0 925 BL B POLE NO. 2 R 0 G B W R- 0— G- B W R G W 0 B R G W O B TO CONTROLLER CABINET WIRE TERMINATIONS CONTROLLER CABINET 0 921 n Y 922 + A R 721 _BL- 925 N G 722 B_ O 94104 W 725 W 502 y 942 ,a B 0::726 FFD BL 945 B 727 0-961 R 741 —Y-962 + C G 742 BL 965 �, W 745 �� 0 981 0 746 d POWER �B(-982 L 985 D B 747 PED DISPLAYS EVP DETECTORS R- 611 R 641 R 661 0 612 0 642 N -0-662 N 63 643 G 663 G 6 44 64 ZCO D B W 615 W 645 X —'iV - 665 R 621 R 651 R-681 0- 622 N 0 652 0 G 623 G- B-624 653 n G c� B 654 B W 625 rW- 655 rwit DISPLAYS DISPLAYS DISPLAYS R 761 G 762 W 765 0 766 Q0 B 767 R 781 G 782 W 785 0 786 GO B 787 PED DISPLAYS B 811 B 841 B 861 B 881 W 812 W 842 _W-862 _W-882 B 813 c i° B-843 N B-863 N B 883 N --W- 814 W 844 d W486_4 co W 884 � /b B 821 g 845 e B 865 r7 B-985 r� W 822 W 846 W 866 W-'9-86 B 823 N B 847 -r B 867 B 887 <r W 824 N W- 848 W 868 � W 888 B 825 g 849 n B_ n B 889 cn W 826 W-341 C W-J3810J 1 z TERMINAL B 827 d- B 851 CABINET R 681 R W 828 W 852 683 G I W 8 19 W 854 PED. HEAD 87 PED. HEAD 26 g 684-8— j DETECTOR LOOPS DETECTOR LOOPS R 781 R 721 Q W 685 -W — SIGNAL HEAD 81 SIGNAL HEAD 82 G 782 G 722 R 721 R DETECTOR LOOPS DETECTOR LOOPS R I R R 681 R W 785 L1 11NN W-'725 11 !!NN G 722 G 0 786 0 726 W 725 W _= Y p Y 682 p 0-726-0— G G G 683 G B 787 B 727 s` B PHASE 8 EVP D 68a B PPB 87 PPB 26 B 727 B W 685 W R 781 R- 0— 981 G 782 G ° 985 BL 0 - 786 0 M B 787 B I TO CONTROLLER 0 e .. Lo a - $ POLE NO. 3 Id R = 661 R 0 — 662 O °O BINETL a B= 664 B c.3 -=W= 665 W o Z 611 R WB 612 0 } z BL 613 G m Of w > 614 B w PED. HEAD 86 PED. HEAD 67 615 W z R 781 R 761 R 781 -R — z 07 SIGNAL HEAD 11/61 SIGNAL HEAD 62 —G- G 762 G 782 -G- Lu o EG 661 R qG 661 R C 786 0 766 W 785 W 662 p 662 O B 787 B 767 O 786 0 L 663 G 663 G PPB 86 PPB 67 B 787 B Z=) 664 g 01 +66 EVP C 664-B- R 761 R zcf) 665 W 665 W G 762 G z -i w M-312 B 961 0 W 765 W o z G 613 L 962 Y 0 766 0 Z w 965 BL B 767 B u O > O H e TO CONTROLLER WASy�GF z r7 Q N POLE N0. 4 � N qP0 ReC /$T1ERE0 �4. ess %ONAI ENG\ 3-19-ot y O \� _f7I ES ;75701 RIRMILL 17 3 2 5 2 LEGEND ® CONNECT TO NEUTRAL BUSS ® CONTROL SIDE TERMINAL CONNECTION ® CONNECT TO DETECTOR COMMON BUSS ❑ SPARE PEDESTRIAN PUSHBUTTON (PPB) EMERGENCY VEHICLE PREEMPTION DETECTOR (EVP) EMERGENCY VEHICLE PREEMPTION INDICATOR LIGHT T48670S SCANNED JUL Z 7 2001 e o' Oj 0 r �I o STOP BAR LOOP INSTALLATION NOTES o CITY OF RENTON PUBLIC WORKS ""- pw"°;?"° 0 0 o SERVICE CABINET FOR STREET LIGHTING CONTROL cc TRAFFIC SIGNAL o Qj 3 a. • .. RT I.— a°x, uuwnaa STOP BAR La 1 K v U RR COMPONENT SCHEDULE S o c a „mmE o METERBASE: 100 AMP, 4 JAW, AW #121314, (WITH BYPASS BLOCKS) fi � p ff LtAn I­ IWI an„a=Txn °ln SCOTCHLITE (CONTRACTOR TO VERIFY WITH SERVICE UTILITY) o RE—C aw o "ATM Larva SILVER ON GREEN �° �a =�M�Ka« N" �R� °a P awn I PANELBOARD: 720/240 VAC, 100 AMP, I PHASE, 3 HARE COPPER BUS � TME � Esa � W 6 : �,m,„ coa 0 N L LLI (n z J SUI •- - ^---- - - 5" {- a" I AS PER PLANS CENTER OF SIGN AT OR AS DIRECTED �- BY ENGINEER CENTER OF MAST ARM Wt�IIN GHOUSE BAIJ t1ULl -UN t1KtAKtKJ: 1 -100/2 MAIN 2 -20/2 ILLUMINATION BRANCH -50/1 SIGNAL BRANCH -15/1 CONTROL CKT BRANCH CONTACTOR: LIGHTING RATED, 2 POLE, 120 VAC COIL rn�EC a s s A, RICO U°zm =« CP g w L , ,T r.,a,.wo ra „ UA Yz ua 11 IT, °rR xR�" JUNCTION sox m uT < P� u�, „u” ` ax° c°cr sc «res wwerR °" T+oE as L®os .s sm,m aum,. wauaa�E LOOP $AYJCUi AIL DETAIL „P "vr1 ° ��� rF N S O IST DATE: 12/96 DWG. NAME: JR -21 SP PAGE: J029 i ' arr u I. li I >I�IM — rr ARIABLE I -EA &CT AREA 2- REQUIRED W. nil I V „aw �i `_ ° Ira Q W STREET NAME - LETTERS: 8 - SERIES E a ��QE o > 1ERMINAL BLOCK TO REMOTE PHOTO ELECTRIC CELL \���/ w STREET DESIGNATION - LETTERS 4” - SERIES "E SIGN MAST ARM „ „� LOOP LEAD IN WIRE LABELi `� 0 0.080 GAUGE ALUMINIUM SIGNS ` SIGN Lxxx Lxxx -xx OUT „rL 4� T ria PHOTO -CELL BYPASS SWITCH, SPST, 15 AMP 277 VAC LJIJLLI A �'I TYPE R3 INDUCTION LOOP A Q J Q SINGLE MESSAGE SIGNAL I GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX, 20 A POLE LppP NUMBER j LODP SERIES NUMBERSERIES NUMBER TYPE R3 7YPE Ri o CABINET: NEMA 3R, PADMOUNT, /(12 GA PREGALVANIZED STEEL CONSTRUCT ON (�° S OR F NDUCTIUN LOOP NDUCTIUN LNUP 2 SCREENED AND GASKETED VENTS =C` f°�\ •�+LC >xo *„ sA�cxT F- (n DOORS: HEAVY DUTY CONCEALED HINGES (UFT -OFF TYPE) x I� PADLOCKABLE STAINLESS STEEL VAULT HANDLE & 3 POINT LATCH d v SECTION POLISHED WIRE GLASS WINDOW IN METER DOOR © ° _ FLt'u-1 VARIES AA CLOSED CELL NEOPRENE GASKET, CARD HOLDER 3” 30” VENLY 3'• FINISH: POLYESTER POWDER COAT, ALUMINUM Of TSiDE WHITE INSIDE MAXIMUM SPACED A- TYPE RI INDUCTION LOOP BETWEEN MOUNTING O � 11 MOUNTING STRAPS LNUP WINDING DETAILS �E�a�I rwrrlraar�„ STRAPS O t20 /40 VAC I . 3 WE (ffIAC E) a uam vim¢ SECTION A -A SECTION 8 -B SECTION`C -C N PNOTU © -E6 NUTE SECTIDN ."C --D a°x SIGN TO BE MOUNTED LEVEL AND HOLES DRILLED IN mi"°0 R6 � �- e>Aa M 4" FIELD AFTER SIGNAL POLE IS LEVELED AND ALL 91-e.t n to SIGNAL FIXTURES INSTALLED. ROUND LOOP D ETAIL TEST ll 1 y7ATCM SIGNAL GROUND 0.0 24" 4 -� 6 TYPICAL MOUNTING 0 FAULT o RECEPi. O O E H 3Q fill ° VARIABLE E-+ W as ALL LETTERS: 6" - SERIEC "E" X21' wPoNC scHOUnc. SIGN MOUNTING ON SIGNAL -�_ 12" -o .. DUAL MESSAGE POLE MAST ARM (FIXED MOUNT) 2" D E xt Y p ADOPTED DEADFRONT E V •(' CITY OF RENTON �'N PI AN NEW OF BASE SERVICE WIREWAY a286706 or, STANDARD PLANS IST DATE: 10/30/96 UL LISTED PER STANDARD #508 CITY OF RENTON SUrrABIE FOR USE AS SERVICE MnRAHM HQUMIMff SERVICE CABINET SERIES 47700 -R DATE I REVISION I BY APPR' DWG. NAME: GR02 SP PAGE: G022 4 9 -23 -91 M.E. BELL (REVISED 3- 16 -99) MAST ARM PEDESTRIAN SIGNAL HEAD —LINE) „R NE= a aar�m TPUaxE o .Ia T 11 o &MOUNTING , a EDGE , n POLE GROUND TERMINAL W9."T", 1 /4" FILLET WELD HAND HOLE o #8 BARE COPPER GROUND WIRE TOP -MOUNT �� °�Pm� .PLUMBIZER z ° JUNCTION BOX R„ E „sn �� �I.1 _ F TYPICAL CONDUIT PLACEMENT FOR LLINP T . K. to LEAD -IN WIRES ” TYPE R3 SAWCUT LAYOUTDETAIL (TYP) OPTE( z CON CRETE PAD VDITAi`L�(-TYP.) LE MOUNT __ "� _ dI xsi s -e LEAD -IN SAWCUTS AND STUBOUT DETAIL �+v1v1.;i 2" PIPE RMINAL BOX o o �, J- co mmSaE<bw a �. a R ria DETAIL A TYPE R3 S c L COUPLING A w 7 TABLE A rA C ALL DIMENSIONS ARE, IN INCHES [� a \ \ 4" UNLESS OTHERWIS&.'Al D TUNNEL VISOR a \� / / \� / \� / \�/ / \� \\ / \\ \ Wr=�a�D..E�w ax�,„nE�Ra T „PE ­111T S11 a PEDESTRIAN P .N�rP RaT, Ra A „r°c TE BACKPLATE PUSH BUTTON j\ \�/ �a°E ro "T. w 6- #7 BARS / / mot. P a '• 0' -0" v of No Q j \� j ' TO CL 8'_ 4” r z E r O 5" (TYP.) iJ #4 HOOPS AT 12" CENTER \ ° r1� =TaamT = „.ELa O0 7' -0” a =P� °Ea a x a TA E, \/ CONDUIT A,A -I.-1 �.:� „;i°n�` „s .. IU GB„° NF « °EtTYP., m I 3' -6° 4 -GALV. STEEL ANCHOR BOLTS \� /� SIZE AS SPLICE DETAIL - �NET�'��x SIZE TO FIT POLE REQUIREMENT //� \�j REQUIRED NOTE, SPLICE KITS SHALL BE CENTERED ON CONDUCTORS AND SUFFICIENT SLACK SHALL BE LOOP STUBNUT D- \/ /\ PROVIBED THAT THE SPLICE CAN BE RAISED A MINIMUM OF 18' ABOVE GROUND LINE CONDUIT PLACEMENT DETAILS 5” TYP. d \ \/ tEBAID PRD,NU a sr.-o„aM m / axv,¢m1TV+ Voshln9ton SntA'e Q n j�\ /\ �Depnrtnent F T..nspo tntlon ° ROUND LOOP DETAIL 15” \/ 45° 5/8" x 8' COPPER CLAD o I o< 30" l I METALIC GROUND ROD SUI I Ed ' 1 3' SQ. OR RD. rF N S O IST DATE: 12/96 DWG. NAME: JR -21 SP PAGE: J029 i ' arr u I. li I >I�IM Elf 0 15„ WIRE CAGE " DATE REVISION BY APPR' ROLL 173 21�5 3 C e'?oe sc ' ..rw x T zoo, 6" VARIABLE VARIABLE VARIABLE 3 SO. OR RD. SIGNAL POLE FOUNDATION Y 0 ADOPTED c . MAST ARM LENGTH `xA SECTION A -A�+ sT CrfY ORENTOSI �r" ieMkP I rF N S O IST DATE: 12/96 DWG. NAME: JR -21 SP PAGE: J029 i ' arr u I. li I >I�IM DATE REVISION BY APPR' ROLL 173 21�5 3 C e'?oe sc ' ..rw x T zoo, A 0 0 N o �o 0 a 3 0 E lz`f W O V NW 1/4, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. gggg - v' .30'. � U STA 52 +28.31 = STA 23 +17.28 Z ui CL 7771 W wO 23 z Q - WIRING SCHEDULE CONDUIT RUN CONDUIT SIZE CONDUCTORS NOTES 1 1.5" PVC (SCHEDULE 40) 2 - #8, 1 - #8 GREEN CIRCUIT NO. 2 1.5" PVC (SCHEDULE 80) 2 - #8, 1 - #8 GREEN 3 1.5" PVC (SCHEDULE 40) 4 - #8, 1 - #8 GREEN 8' __ - 88 °21'19 "W -- ------- - - J W -- — 1 Z Lj 5 I 4 Z ! 3 NE 4th St• MATCHLINE STA 16 +50 6 IT , Iw I ,� _ _ o Q 2 00 I I. 0Q f o I O 16 I - 3Q — z I LUMINAIRE SCHEDULE aw I I: Fes, Q-i I 21 I o 1 15 _ � I I 0 40 0 40 80 I f t 20 W LUM, NO_ POLE ID_ NO. LOCATION OFFSET (FEET) LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) CIRCUIT NO. HOUSE SIDE SHIELD 1 NE 4TH ST. 54 +87 40' RT. 400 8' 40' 1 YES 2 EXISTING CONDUCTORS IN EXISTING JUNCTION NE 4TH ST. 57 +07 40' RT. 400 8' 40' 1 YES 3 - -- --- �� BOX. r OVERHEAD POWER NE 4TH ST. 59 +27 40' RT. 400 8' 40' 1 YES 4 NE 4TH ST. 61 +47 40' RT. 400 8' 40' 1 YES 5 PO,.. RFC /$T'ER4.6 I NILE AVE. 20 +90 28' RT. 200 8' 30 2 NO 6 NILE AVE. 19 +10 28' RT. 200 8' 30' 2 NO 7 Q NILE AVE. 17 +30 28' RT. 200 8' 30' 2 NO 8 - P C, 70 SCANNED JbI ; NILE AVE. 15 +40 28' RT. 200 8' 30' 2 NO 9 LEGEND:, NILE AVE. 13 +50 28' RT. 200 8' 30' 2 NO 10 NILE AVE. 11 +70 28' RT. 200 8' 30' 2 NO b sca e ee 1 WITH LUMINAIRE O SPLICE ILLUMINATION CONDUCTORS N PS�oF WASHpGF 2 EXISTING CONDUCTORS IN EXISTING JUNCTION z i 15 a V) �� s y ° I - - - -- --- �� BOX. r OVERHEAD POWER Z N '" y .• 41112 OAL 9vAn of F- N PO,.. RFC /$T'ER4.6 I �--' PS � CNAIE MAT H'LINE C STA 16 S' " 2 -zz of +50 30' �- Q EXPIRES 975/01 TT T' - P C, 70 SCANNED JbI ; R 173 254 LEGEND:, d Est i EXISTING NEW e I ! TYPE M -C -III H.P.S. LUMINAIRE, ARM a_ i =.- I AND ALUMINUM DAVIT STYLE POLE CONSTRUCTION NOTES a O oo f 13 I CONCRETE PAD LIGHT BASE AND z I TYPE 1 JUNCTION BOX O REMOVE EXISTING LUMINAIRE, WOOD POLE AND o I!' OVERHEAD ELECTRICAL CONDUCTORS. } z _ w j I - I - - - - - - - - PVC CONDUIT (SEE WIRING SCHEDULE) 2 O LUMINAIRE TO BE INSTALLED WITH SIGNAL °J ui � I I I SYSTEM A T STA 5 +90 44 RT., 40' 1 w 18� I ® TYPE 1 JUNCTION BOX MOUNTING HEIGHT, M -C -III, 400 WATT H.P.S. w w m 1 I I i WIRE NOTE O LUMINAIRE TO BE INSTALLED WITH SIGNAL SYSTEM AT STA 52 +71, 46' RT., 40' MOUNTING HEIGHT, M -C -III, 400 WATT H.P.S. z w- I I - 27 I -' O CONSTRUCTION NOTE O4 CONNECT TO ELECTRICAL SERVICE CABINET Z INSTALLED WITH SIGNAL SYSTEM. z o J -_ TIMBER UTILITY POLE z I 110 O EXISTING 400 WATT H.P.S. M -C -III LUMINAIRE w z Q > I PLANNED SIGNAL POLE AT 40' MOUNTING HEIGHT TO REMAIN. b \O H E N > ! _ WITH LUMINAIRE O SPLICE ILLUMINATION CONDUCTORS N PS�oF WASHpGF 2 EXISTING CONDUCTORS IN EXISTING JUNCTION a V) �� s y ° I - - - -- --- �� BOX. r OVERHEAD POWER Z N '" y .• F- N PO,.. RFC /$T'ER4.6 I �--' PS � CNAIE MAT H'LINE C STA 16 S' " 2 -zz of +50 30' �- z EXPIRES 975/01 TT T' - P C, 70 SCANNED JbI ; R 173 254 b NO � s o 0 a N 3 c6 �w 0 O " o o z Q FOQW W W Z a- m ~ s w >o r I -..Q - m} W fV J J W JO Z '. Y 3 �^ J J W z F- it r -- i i ` iL a Ld Lam Z Of J -� — W J Ld of w�h yPC�i) I 1 i Oro Q.' 0 m t I J.- -a J W _i/ A z 4 z uz o �E- :6 w 2 ,z V z�, 0 = O �E 'E -,E �N I y C O y Z Q r d +¢ a o W WZ O_ J �F z w �OZ F3a Oy �J~ Lj LJ (-, QJF- � �mx + Oow 0) �ZV I F- cnlzwQ wm_'�; NW 1/4, NW 1/4, SEC. 14, TWP . 23 N., RGE. 5 E., W.M. J Li I� I�iI W Z (i► J ^a' W tW i I NNW Z T MATCHLINE 18 +50 0 X O > a C, I N STA 17 35 Z _Z o �p z �w 0 O O Z M Z 05 tD z FOQW W p, W x +CLw m ~ w� r I Jz ¢mow -2 m} JO 5 3 7 6 ` O 3 �^ J J W z LJ - V r NE 4th t. ( -- i i 10aU W N3 STA 22 +50 END-"CURB TAPER (20 LT.) ~ 7 J Z I jl `� IL END APPROACH LINE (9' RT.) END DOUBLE YELLOW CENTER LINE (3' LT.) J Ld of w�h yPC�i) I 1 i Oro Q.' 0 m t I J.- -a J W _i/ A z 4 z Q + Coo- 2 V z�, 0 = O Z Q r d +¢ Q Opp -� ap �W�1m rixazcs�. bo _0r°� xN °°aQ �o Z c~i�c~nww�' -- -- I c+v mQ<W� 2 a + F- I— m BEGIN APPROACH LINE (9' RT.) �' 1� to z zz z d0a) ooc�c�c� `�`-� 'n a �h, a 0 zz C50 u~i STA 52 +28.31 = �°a F-Wwww mmm N w a (n mm _ STA 23 +17.28 3 ' i 6 7- 3 5 2 q 01 q 2 m T MATCHLINE 18 +50 0 X O > a C, I N STA 17 35 io-11 STA 20 +00 a BEGIN CURB TAPER (10' LT.) STA 19 +00 91 BEGIN TAPER (6' RT.) i 1' MATCHLINE 18 +50. • __ _ . ROLL 179 FR 0 1 2 s PAVEMENT MARKING LEGEND Ot EDGE OF ROAD LINE, SP H008 2O LANE LINE, SP H002 O APPROACH LINE, SP H002 O DOUBLE YELLOW CENTER LINE, SP H001 O5 LEFT TURN ARROW, SP H008 6O CROSSWALK, SP H012 O 16" STOP LINE, SP H008 ®SP - CITY OF RENTON STANDARD PLANS TO" RA6 4T- -MR-0 "Ly A-Z OUJ —F /in T,,00 --ky LGV-r Tilent LA1097 -5P 14001 I, I i r -- l0 7,a(,-,aA,y LF--Fr TU P-hS P�P-R IZ S 11 E.�,E LOP 9042a LJ Jc - sP 14ceg vtirt arsu_Mpanr tit.. t : •sue 4�r �+al�wv IL Sturm � iM�c t LaNE - � � T� _$,�� �►� SCANNED MAR 2 6 3003 ' %- '% 6P tCANNEii /LL 2 coyl \ /� ., .... _Z o a_ z O O Z M Z 05 tD z 00 � L 40 0 40 80 ,jam p, W x +CLw m ~ L x scale feet r N W Q ci w 2 io-11 STA 20 +00 a BEGIN CURB TAPER (10' LT.) STA 19 +00 91 BEGIN TAPER (6' RT.) i 1' MATCHLINE 18 +50. • __ _ . ROLL 179 FR 0 1 2 s PAVEMENT MARKING LEGEND Ot EDGE OF ROAD LINE, SP H008 2O LANE LINE, SP H002 O APPROACH LINE, SP H002 O DOUBLE YELLOW CENTER LINE, SP H001 O5 LEFT TURN ARROW, SP H008 6O CROSSWALK, SP H012 O 16" STOP LINE, SP H008 ®SP - CITY OF RENTON STANDARD PLANS TO" RA6 4T- -MR-0 "Ly A-Z OUJ —F /in T,,00 --ky LGV-r Tilent LA1097 -5P 14001 I, I i r -- l0 7,a(,-,aA,y LF--Fr TU P-hS P�P-R IZ S 11 E.�,E LOP 9042a LJ Jc - sP 14ceg vtirt arsu_Mpanr tit.. t : •sue 4�r �+al�wv IL Sturm � iM�c t LaNE - � � T� _$,�� �►� SCANNED MAR 2 6 3003 ' %- '% 6P tCANNEii /LL 2 coyl \ /� Q o BEGIN DOUBLE YELLOW 00 0 on CENTER STRIPE (6' RT.) Fv 31' r in m} 5 3 7 6 ` iv, - ,$ STA 22 +67 STOP BAR. NE 4th t. ( -- i C STA 22 +50 END-"CURB TAPER (20 LT.) a a W Z I jl `� IL END APPROACH LINE (9' RT.) END DOUBLE YELLOW CENTER LINE (3' LT.) J I of w�h yPC�i) I 1 i N N N T 286708 c:za— SS�ONAL ENS 2 A 49 w 0 STA 21 ±67 GENERAL NOTES -- -- I i i C BEGIN APPROACH LINE (9' RT.) { i 1. EXISTING TWO 'NAY LEFT TURN MARKINGS TO _ l 3 ' +� BE REMOVED FROM STA 49 +43 TO STA I 2 m STA 21 +25 52 +78. i,- END TAPER END TRANSITION (3' LT.) _. _ 2. ALL EXISTING PAVEMENT MARKINGS TO BE - REMOVED FROM STA 51 +78 TO STA 56 +98. rl 1 3. PAVEMENT MARKINGS TO BE INSTALLED PER i — —_- I CITY OF RENTON STANDARD PLANS, SECTION ( H DELINEATIONS AND MISCELLANEOUS CONSTRUCTION. t) i= i STA 20 +35 L 'I BEGIN TRANSITION (6' RT.) • io-11 STA 20 +00 a BEGIN CURB TAPER (10' LT.) STA 19 +00 91 BEGIN TAPER (6' RT.) i 1' MATCHLINE 18 +50. • __ _ . ROLL 179 FR 0 1 2 s PAVEMENT MARKING LEGEND Ot EDGE OF ROAD LINE, SP H008 2O LANE LINE, SP H002 O APPROACH LINE, SP H002 O DOUBLE YELLOW CENTER LINE, SP H001 O5 LEFT TURN ARROW, SP H008 6O CROSSWALK, SP H012 O 16" STOP LINE, SP H008 ®SP - CITY OF RENTON STANDARD PLANS TO" RA6 4T- -MR-0 "Ly A-Z OUJ —F /in T,,00 --ky LGV-r Tilent LA1097 -5P 14001 I, I i r -- l0 7,a(,-,aA,y LF--Fr TU P-hS P�P-R IZ S 11 E.�,E LOP 9042a LJ Jc - sP 14ceg vtirt arsu_Mpanr tit.. t : •sue 4�r �+al�wv IL Sturm � iM�c t LaNE - � � T� _$,�� �►� SCANNED MAR 2 6 3003 ' %- '% 6P tCANNEii /LL 2 coyl \ /� Q o BEGIN DOUBLE YELLOW 00 0 on CENTER STRIPE (6' RT.) Fv z a p -W / ,' m} z z m w Z O z j I N Z N a, z O > Q 3 j ` "s a a W Z I jl `� cli a � of w�h yPC�i) I 1 i N N N c:za— SS�ONAL ENS io-11 STA 20 +00 a BEGIN CURB TAPER (10' LT.) STA 19 +00 91 BEGIN TAPER (6' RT.) i 1' MATCHLINE 18 +50. • __ _ . ROLL 179 FR 0 1 2 s PAVEMENT MARKING LEGEND Ot EDGE OF ROAD LINE, SP H008 2O LANE LINE, SP H002 O APPROACH LINE, SP H002 O DOUBLE YELLOW CENTER LINE, SP H001 O5 LEFT TURN ARROW, SP H008 6O CROSSWALK, SP H012 O 16" STOP LINE, SP H008 ®SP - CITY OF RENTON STANDARD PLANS TO" RA6 4T- -MR-0 "Ly A-Z OUJ —F /in T,,00 --ky LGV-r Tilent LA1097 -5P 14001 I, I i r -- l0 7,a(,-,aA,y LF--Fr TU P-hS P�P-R IZ S 11 E.�,E LOP 9042a LJ Jc - sP 14ceg vtirt arsu_Mpanr tit.. t : •sue 4�r �+al�wv IL Sturm � iM�c t LaNE - � � T� _$,�� �►� SCANNED MAR 2 6 3003 ' %- '% 6P tCANNEii /LL 2 coyl \ /�