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HomeMy WebLinkAboutzT-3409Set� o g �W �z W Ld z ¢z g w ?W w > w 00 = oft� a- J ~ W Q ~ —\ W Z N (n W Z �o � y N 41 -C ®� 3` ZW Z w n P-4 r—e �E pz cN w od z mo s� o u o W �w Zw w m rc Z � � � N �i i z rc � � a a a w Q m CITY OF RENTON, WASHINGTON j[p[�4� D G°�OMC�[�C HU kDnQ)d[4 NE 4th STREET/ HOQ IAM AVENUE SIGNAL IMPROVEMENT - CITY PROJECT NO. CAG — 07 — 134 �Y O t•Il•t•Pf111S� // NE 9N „St '? �D L Vo NE 8lh S[ NE J N6t' E h NE a �m z P w t � e � NEE ' H _ s SE 118th St 9th Cl. q�' lthCt. w NE 7th NE I h St E 6 Ct NE 6th PI E 6th I �z �— a 1161 �St __...._ SI =uu ' Ile NE 3m St SE t nd St NE 2nd St NE rsr P� 1s-t -PI) a' �E d A PROJECT ° E,36th sl LOCATION �SSEE` "rP, �O SE 13,9ih PI �14t=ist O� SE 142nd St — SE 145th PI VICINITY MAP o NOT TO SCALE z m INDEX OF DRAWINGS SHEET NO. DRAWING NO. DESCRIP77ON 1 G1 TITLE SHEET z I STANDARD LEGEND, SYMBOLS AND N07ES 3 Rl ROADWAY SECTIONS AND DETAILS 4 ECI EXISTING CONDITIONS 5 Cl CHANNELIZATION PLAN 6 TS1 TRAFFIC SIGNAL PLAN 7 T52 SIGNAL WIRING DIAGRAM 8 TS3 SIGNAL STANDARD DETAILS CITY OF RENTON, WASHINGTON j[p[�4� D G°�OMC�[�C HU kDnQ)d[4 NE 4th STREET/ HOQ IAM AVENUE SIGNAL IMPROVEMENT - CITY PROJECT NO. CAG — 07 — 134 �Y O t•Il•t•Pf111S� // NE 9N „St '? �D L Vo NE 8lh S[ NE J N6t' E h NE a �m z P w t � e � NEE ' H _ s SE 118th St 9th Cl. q�' lthCt. w NE 7th NE I h St E 6 Ct NE 6th PI E 6th I �z �— a 1161 �St __...._ SI =uu ' Ile NE 3m St SE t nd St NE 2nd St NE rsr P� 1s-t -PI) a' �E d A PROJECT ° E,36th sl LOCATION �SSEE` "rP, �O SE 13,9ih PI �14t=ist O� SE 142nd St — SE 145th PI VICINITY MAP o NOT TO SCALE z m INDEX OF DRAWINGS SHEET NO. DRAWING NO. DESCRIP77ON 1 G1 TITLE SHEET 2 G2 STANDARD LEGEND, SYMBOLS AND N07ES 3 Rl ROADWAY SECTIONS AND DETAILS 4 ECI EXISTING CONDITIONS 5 Cl CHANNELIZATION PLAN 6 TS1 TRAFFIC SIGNAL PLAN 7 T52 SIGNAL WIRING DIAGRAM 8 TS3 SIGNAL STANDARD DETAILS REVIEWED F W COMPLIA CE TO CITY STANDARDS RECOMMENDED FOR APPROVAL BY: BY: ��•O% TRAN PORT ON SYSTEMS DIRECTOR DATE DATE M INTENANCE SE VICES DIRECTOR DATE DATE PL N EV EW A E DATE D ((Yi UTIL SYSTEM [RECTOR DATE DATE FI ARSHALL • ATE DATE a � H . o SIGNALIZATION SYMBOLS x ABBREVIATIONS P� a' a � O O � w a w a GENERAL NOTES ° / x EXIST. PROP. DESCRIP1ON EXIST. PROP. DESCRIPTION U) w # AMERICAN WIRE GAGE (AWG) NUMBER i <1 e: 1- 34GC?O o SIGNALIZATION SYMBOLS CHANNELIZATION SYMBOLS ABBREVIATIONS SYMBOL SYMBOL GENERAL NOTES EXIST. PROP. DESCRIP1ON EXIST. PROP. DESCRIPTION U) C/-) # AMERICAN WIRE GAGE (AWG) NUMBER 1. ALL DIMENSIONS ARE IN FEET. z 1-- m SIGNAL CONTROLLER � ` % TWO -WAY LEFT TURN ARROW (SH) SHIELDED CL CD ® ® SIGNAL LOAD CENTER 2, ALL UTILITIES SHALL BE SUPPORTED AND MAINTAINED CL Ld z LEFT TURN ARROW 2CS 2 CONDUCTOR SHIELDED CABLE DURING CONSTRUCTION INCLUDING THOSE IDENTIFIED o- r-3K STREET LIGHT ASSEMBLY AS ABANDONED OR TO BE ABANDONED. !, RIGHT TURN ARROW 3CS 3 CONDUCTOR SHIELDED CABLE w Z Q ! SINGLE POST LANE MARKERS, TYPE I AC ALTERNATING CURRENT 3. THE ABBREVIATIONS IN THIS PLAN SUPPLEMENT OR Q DOUBLE POST MODIFY THOSE IN THE STANDARD SPECIFICATIONS. � w J o LANE MARKERS, TYPE It C COMMON g �- TRAFFIC SIGNAL POLE 4. ALL CONTRACTORS AND MATERIAL SHALL CONFORM TO w m dko BIKE PATH CB CATCH BASIN WSDOT /APWA 2006 STANDARD SPECIFICATIONS, SPECIAL 0 > 00- 7RAFFIC SIGNAL POLE WITH LUM/NAIRE ONLY CL. CLEARANCE PROVISIONS AND WSDOT STANDARD PLANS (LATEST EDITIONS) L� co UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS OR _ TRAFFIC SIGNAL CONC. CONCRETE SPECIAL PROVISIONS. 0 SUPPORT POLE COND. CONDUIT 5. ALL ROAD DIMENSIONS ARE MEASURED TO FACE OF CURB w Q W ► VEHICLE SIGNAL HEAD UNLESS SHOWN OR NOTED OTHERWISE. W z CD COR CITY OF RENTON (D LLJ VEHICLE SIGNAL HEAD WITH ARROW INDICATOR DEG DEGREES 6. SIGN REMOVAL AND INSTALLATION SHALL BE INCIDENTAL TO SIGNAL SYSTEM. Q WIRE NOTE DET DETECTION � � I Q Q DIPOLE DETECTOR DIA. DIAMETER 7 LOCATION OF CONDUIT AND ON ARE ATIONSONLY . OPTICOM SENSOR DRIVE DRIVEWAY JUNCTION BOXES SHALL BE SET OUTSIDE WHEELCHAIR RAMP z Q AREAS. JUNCTION BOX LOCATIONS SHALL BE SUBJECT TO TICOM SENSOR WITH ELEV ELEVATION APPROVAL BY THE ENGINEER. JUNCTION BOX AND CONDUIT INOICA LIGHTS LOCATIONS SHALL BE FIELD ADJUSTED IN ORDER TO PLACE mou ✓UNC77ON BOX (TYPE I, Jl, 7 /l) SURFACE FEATURES / LANDSCAPING EVP EMERGENCY VEHICLE PREEMPT70N PARALLEL CONDUITS IN ONE TRENCH. 0 o PEDESTRIAN SIGNAL HEAD EX. EXISTING SYMBOL WE o 0 O ® POLE NOTE W EXIST. PROP. DESCRIP170N FT FEET a HD HEAD U :6 u! ROCKERY HPS HIGH PRESSURE S00 /UN as C SHRUB HQM HOOUTAM v E a SIGN HT HEIGHT O TREE (Conifer) lCv IRRIGATION CONTROL VALVE !4 �i J SANITARY / STORM SEWER SYMBOLS TREE (Deciduous) ILLUM ILLUM/NA77ON a SYMBOL /NV INVERT EXIST. PROP. DESCRIPTON ✓B ✓UNCTION BOX T-340902 aP ® CATCH BASIN /CURB INLET LT LEFT a CLEANOUT MAX. MAXIMUM STORM DRAIN MANHOLE (D ELECTRICAL MANHOLE MIN. MINIMUM © CABLE TV MANHOLE NO. NUMBER O SANITARY SEWER MANHOLE z " =s O TELEPHONE MANHOLE SURVEY SYMBOLS N.P.S NOMINAL PIPE SIZE °z O WATER MANHOLE OPT OPTICAL SYMBOL P.O.A. POLE ORIENTA77ON ANGLE EXIST. PROP. DESCRIPTION PED PEDESTRIAN PK NAIL PPB PEDESTRIAN PUSH BUTTON o a BENCH MARK z - RON PIPE PRE -EMPT PREEMPTION m . MONUMENT (IN CASE) RD. ROUND & a4 u 6 g WATER SYMBOLS ® MONUMENT (SURFACE) REC RECEPTACLE DOW SYMBOL RPM RAISED PAVEMENT MARKER EXIST. PROP. DESCRIPTION RT. RIGHT ® WATER METER S/W SIDEWALK w Q R FIRE HYDRANTS ° WATER VALVE SAN. SANITARY m SO. SQUARE STA STATION STD STANDARD TERM TERMINAL IS TRAFFIC SIGNAL GAS / POWER / TELEPHONE SYMBOLS W/ WITH LINETYPES SYMBOL Z N EXIST PROP. DESCRIP7ON EXIST DESCRIPTON M. S f w �g WnsgLpl'C v ® GAS METER UT TELEPHONE (BURIED) g GAS VALVE G GAS TELEPHONE RISER DD TELEPHONE VAULT a CABLE TV RISER �8ctST Ln POWER VAULT W WA R �g SID - STORM DRAIN I EXPI RES 1/03! UP POWER (BURIED) 11111161 JAI 1 1 <1 e: 1- 34GC?O o h � � 0 8 CL z n- w CL w c/') z Q w � Ljj az o Lo ¢w O O O \� W J cf) � CD Q c Q O z U w -0 ® N o 0 o € W 'E \ E r Y C J 0.5' 1.0(1.0( VARIES 16' — 56.5 MATCH EXISTING SLOPE • ® • • • • • • • • • ® • • • • • • • 4„ • • • • • • • • • • • • • • • • HOQUTAM AVE NE 3' 4" YELLOW TYPE 'I' LINE MARKERS 4" YELLOW TYPE 'lid' LINE MARKERS (REFL.) EXISTING ASPHALT PAVEMENT TO REMAIN TYPICAL ROADWAY SECTION 7O SAWCUT AND REPLACE PAVEMENT PER COR STD. PLAN F008 ® O.JJ' CEMENT CONCRETE SIDEWALK PER COR STD. PLAN F005.1 & F005.2 O2 CEMENT CONCRETE TRAFFIC CURB AND GUTTER WITH DEPRESSED O RESTORE LANDSCAPING AND IRRIGATION CURB AT SIDEWALK RAMPS PER WSDOT STD. PLAN F -1. 30 0.77' CRUSHED SURFACING BASE COURSE AT SIDEWALK RAMPS AND IN DISTURBED AREAS BELOW REPLACED SIDEWALK. m� a " TYPICAL JUNCTION BOX s SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS z 4" CONCRETE PAD o U K N a a #8 BARE COPPER a GROUND WIRE 0 x } m 2 — LIGHTING SYSTEM WIRES TO CONTACTOR (SIZED AS REQ'D.) zl 0 5/8"x8' COPPER CLAD m GROUND ROD 0 z FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS S.E.C. OR EQUAL GROUND LUG 2" MIN. GROUT UNDER POLE BASE 5" GROUND CLAMP PVC CONDUIT SYSTEM CONCRETE FOUNDATION TO LUMINAIRE 1/4" MINIMUM DRAIN HOLE- ) II II II II II II II II II II II II II II II II II it II II II II II II II II II L� �J 3' SQ. OR DIA. LIGHTING POLE GROUNDING AND FUSE DETAIL 11 TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. DRILL Jg" DIA DOUBLE YELLOW CENTER LINE ' —� 4" WHITE TYPE 'I' 24 �� 11 LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) APPROACH LINE 4" WHITE TYPE 'I' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) LANE LINE PAVEMENT MARKING DETAILS LOCKING LID DETAIL NOTES I. FOR CITY OF RENTON STANDARD PLANS JR -05, JR -12, JR -15, JR -16, JR -20, JR -21, ✓R -25, AND JR —JI SEE APPENDIX D IN SPECIAL PROVISIONS 2. FOR WSDOT STANDARD PLANS J -11A AND ✓ -11C, SEE APPENDIX D IN SPECIAL PROVISIONS. J. ALL JUNCTION BOXES TYPE 1 AND TYPE 2 SHALL HAVE LOCKING LIDS PER LOCKING LID DETAIL, THIS SHEET. T- 340903 'TY R) 1M. LIFT HOLE Q!i Jg "x 14 "x 19 "& 17 "x28" GALVANIZED HANDHOLE LID 1I I II NOTES ~ O = W o� 1. SEE LEGEND SHEET FOR SYMBOLS, ° W ❑ I ABBREVIATIONS, AND GENERAL NOTES ( z I I 2. CALL 'ONE —CALL" PRIOR TO EXCAVATION a n- LJ I Ld I �` Q z J i z V) � I ui <W I I o� �- -J I° W Q Z t v N IG ;� X @ Z w i ! 20 0 20 40 l z ( SCALE IN FEET I 2 —STORY 4YODD BUILDING � w w ° ° j t Y._ a 0 0 _ 6 �a — -.• ..•__ —� sa a — — — — — t� cv W ___- ____ _ _______UT a F p" p - _- -- _ -- -- -_ _- -- - Q @ a _ o Ur O g SD E v7 tw— w ------- °-- -ar_ m - - - - - -- - - - - - -- - _ _ _NE 4th STREET C phi __-S _- _^_'_-- = _'_'_ -o- l 20, - — - -5• _ -_ — .- -_ -. - -- -_ -- 0 5--- •- .- -.�._. �_ -- .-. -_ g- _- — _ -. _- .-_ -- _- — Q — -- --- -3z- -- s 3. - - - -- -- — -- o -- - - -34- 35 + Q ----- - - - - -- c ---- - - - - -- - — -------- - - - - -- - — — — --------------------- --------- - - - - - - -- - - - --------------------- — — — — — ------------------------ - — — -- — — ---------------------------cn ---- - - - - -- - - - -- - - - - -- ----------------------------------------------- - - - - -- - - - - -a^ ---------- - - - - -- - - - -- - - - - -- -------------------------- - - - - -- - - - - - - — — -- — — — — — — — — — — — ___- L__ ihy t- _- _----------- _ _- _- ___ -__._ R- N ------------------------ __-- .- _ -__ -__ -LT_ _______ ___ •_ �, F'^- ems.: -_ - - - -- SfC - -- - __- _ -____- LL y UT p W yg z - - - - -- - -- -- -- -- — - G o z W ui i I v) ° -- ---- -- i rol I F RECORD ORAVIMo p I� /I�og Oeq m u') I ! - - - - -- _ + s ---------- i?— - - T- 340904 9 U) ---- - - - - -- I it ?- - - - - -- O ogLi -------- - - - - -- 0 2659 4+ IST ��s`rI0NAL8���i I EXPIRES 1%O/b- ° A- NNNN�IT Z U z G a 0 0 w a o' n `o � ° r rwrvi o 5 o O � J STOP � o Q 4 M ti 2 ymQ) V Zp 4 HQM9+ m U ca cd SIGN NOTES 5 a- HQM 9 +35 J STOP V) END h co � O O co a^- HQM 8 +65 ° CONDITION TO CITY MAINTENANCE SHOP. 5 O2 REMOVE STREET NAME SIGN AND DELIVER IN GOOD ,zI W CONDITION TO CITY MAINTENANCE SHOP. ^LL LL w OZ W z J �z :�i W n > O O= O a- N W J wz fte CD _ � U d LLJ� Z oo o ° ®L® `oE Cy 3 Q F nW mo c aE 3E J m 1 �E � r y C_ l I C m C 00 a� a � �a N `ZS 0 I KI NI a a Q w 0 q 0 w 0 Z 1 T 7 Z J �o g~ W W 0 OJRQ Z� Zo WW WW a 7 - - - - -- — — — — — — — — — — — ur 7 w OF so Z J I �) i aQi I �! �1b IZI 1 � HQM 10 +74.44 I (o END SIDEWALK PANEL REPLACEMENT 7 y 25.2' LT HQM 10 +46.72 I I 3 BEGIN SIDEWALK PANEL REPLACEMENT 56.5' LT ----- ----- 8 2 UT __ - -•--� i 2 7 ® i�Pl�ij /O — o _._.__ —__- c — — 4 6 SD r rwrvi o 5 a 7 - - - - -- — — — — — — — — — — — ur 7 w OF so Z J I �) i aQi I �! �1b IZI 1 � HQM 10 +74.44 I (o END SIDEWALK PANEL REPLACEMENT 7 y 25.2' LT HQM 10 +46.72 I I 3 BEGIN SIDEWALK PANEL REPLACEMENT 56.5' LT ----- ----- 8 2 UT __ - -•--� i 2 7 ® i�Pl�ij /O — o _._.__ —__- c — — 4 6 7 I� Nl CONSTRUCTION NOTES O7 DOUBLE YELLOW CENTER LINE PER PAVEMENT MARKING DETAIL, SHEET RD1 OWHITE THERMOPLASTIC CROSSWALK PER PAVEMENT MARKING DETAIL, SHEET R01 O3 REMOVE EXISTING CONCRETE SIDEWALK PANELS AND TRAFFIC CURB AND GUTTER. OTHERMOPLASTIC LEFT TURN ARROW PER CITY OF RENTON STD. PLAN H008 O5 24 INCH THERMOPLASTIC STOP LINE PER CITY OF RENTON STD. PLAN H008 ORPM APPROACH LINE PER PAVEMENT MARKING DETAIL, SHEET RDl O7 REMOVE PAVEMENT MARKINGS O8 INSTALL CEMENT CONCRETE SIDEWALK PER WSDOT STD. PLAN F -3. INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD. PLAN F -1. INSTALL CEMENT CONCRETE CURB RAMP TYPE 28 PER WSDOT STD, PLAN F -3b. OEXISTING TWO –WAY LEFT TURN LANE MARKINGS TO REMAIN. 10 INSTALL FILTER FABRIC FENCE INLET BARRIER PER COR STD. PLAN 8069.1 11 UTILIZE COR STD. PLANS K004, K007, K009, K012, K015 AND K017 FOR FOR TRAFFIC CONTROL DURING CONSTRUCTION. HQN! 10+91r-,\ LH10+71 0 +71.49 DEWALK PANEL 4 EMENT, 79.1' RT HQM 10 +31.68 BEGIN SIDEWALK PANE' IN REPLACEMENT, 57.6' RT. N Q fir. ,�... _.._..._ L � 11 2 7 10 _ 7 STA. 33 +03 00 = — s s HQMHQM 10 — 4 11 r 7 0 F9 IF 0 s- - -- - - - - -- - - -- s s UT 1 <6 I �I ;-1 4 ) E r rwrvi o 5 O � J STOP � o Q 4 M ti 2 ymQ) V Zp 4 HQM9+ m U ca cd SIGN NOTES 5 a- HQM 9 +35 J STOP LINE END h co � O O co O1 REMOVE STOP SIGN POST AND DELIVER IN GOOD HQM 8 +65 ° CONDITION TO CITY MAINTENANCE SHOP. 5 O2 REMOVE STREET NAME SIGN AND DELIVER IN GOOD CONDITION TO CITY MAINTENANCE SHOP. 7 I� Nl CONSTRUCTION NOTES O7 DOUBLE YELLOW CENTER LINE PER PAVEMENT MARKING DETAIL, SHEET RD1 OWHITE THERMOPLASTIC CROSSWALK PER PAVEMENT MARKING DETAIL, SHEET R01 O3 REMOVE EXISTING CONCRETE SIDEWALK PANELS AND TRAFFIC CURB AND GUTTER. OTHERMOPLASTIC LEFT TURN ARROW PER CITY OF RENTON STD. PLAN H008 O5 24 INCH THERMOPLASTIC STOP LINE PER CITY OF RENTON STD. PLAN H008 ORPM APPROACH LINE PER PAVEMENT MARKING DETAIL, SHEET RDl O7 REMOVE PAVEMENT MARKINGS O8 INSTALL CEMENT CONCRETE SIDEWALK PER WSDOT STD. PLAN F -3. INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD. PLAN F -1. INSTALL CEMENT CONCRETE CURB RAMP TYPE 28 PER WSDOT STD, PLAN F -3b. OEXISTING TWO –WAY LEFT TURN LANE MARKINGS TO REMAIN. 10 INSTALL FILTER FABRIC FENCE INLET BARRIER PER COR STD. PLAN 8069.1 11 UTILIZE COR STD. PLANS K004, K007, K009, K012, K015 AND K017 FOR FOR TRAFFIC CONTROL DURING CONSTRUCTION. HQN! 10+91r-,\ LH10+71 0 +71.49 DEWALK PANEL 4 EMENT, 79.1' RT HQM 10 +31.68 BEGIN SIDEWALK PANE' IN REPLACEMENT, 57.6' RT. N Q fir. ,�... _.._..._ L � 11 2 7 10 _ 7 STA. 33 +03 00 = — s s HQMHQM 10 — 4 11 r 7 0 F9 IF 0 s- - -- - - - - -- - - -- s s UT 1 <6 I �I ;-1 4 ) E BEGIN DOUBLE YELLOW CENTERLINE, 6.0' LT. BEGIN APPROACH LINE, 6.0' RT. 1 7 W U 2� 3 ad Q) Q � � J X20 N v 471U T- 340905 0� ; T- 3q- o9, 05 RECORDORAWNG O � J �oZ w�Q ycouw(6 m U ca cd <n 5 C4 HQM 9 +35 J STOP LINE END DOUBLE YELLOW CENTERLINE, 6.0' LT END APPROACH LINE, 6.0' RT HQM 8 +65 BEGIN DOUBLE YELLOW CENTERLINE, 6.0' LT. BEGIN APPROACH LINE, 6.0' RT. 1 7 W U 2� 3 ad Q) Q � � J X20 N v 471U T- 340905 0� ; T- 3q- o9, 05 RECORDORAWNG z h a` o .. _ k� co Z I a_ a W D z Ld ¢z z Q LLJ Qw a 00 Q _� z o. CD e v, J wQ v W Z L� W �z a° o° O o' E- < p >-4 U DW rna �E ° 'E MN c o m FL _ = C W � J J m � J miwjiuj CONDUIT PHASE CONDUIT SIZE SCHEDULE TWISTED 14 DET 2CS PRE -EMPT 3CS SIGNAL /D ED 5C LOT — POWER #6 REMARK D 00000 40 - - - —�00— 1 2 - - ©mm_ 3" 40 ®e 16 3 osoe - - - - ©mm 2" 40 �e� - - - ® - A SPARE owe 2" 40 ©ev�■s�e� - - - 1 2 - ILLUMINATION 3" 40 - - - 8 - - - - v ®tee■ 40 - ©vosAe� - 8 - - - - v ®moo 40 - ©v�soa� 4 - - - - - o ®�oov 40 - - - - s�e� - - - 21 SAWCUT - 4 - - - - - - - 22 ®�0000000� 40 - - - - 1 4 - ILLUMINATION STD. PLAN JR -20, AT HOQU /AM STA. 9 +21, 30.5' LL, ®�oov 40 - - - ©s000� - - 2 SIGNAL E24 ®�oovvvoe® DETECTOR, TERMINAL CABINET, S77?EET NAME SIGN 12 EXISTING JUNCTION BOX RELOCATED FROM HOQUTAM 1 2 - EX. 5 #8, 2 #10 TO REMAIN ®�eevvs 2 -STORY WOOD ING 13 INSTALL R10 -12 (LEFT TURN MUST YIELD SIGN) ON ©ems■ ® ®�oo■�e�seoe� MAST ARM. 6 30'X36" POLE 1 AND POLE 3 24'X30" POLE 2 AND POLE 4 u 7 LLJ ®�' o0A0vili 0� ®�oovos ©e�� ®® � � voisosoiso� ®�voovs ©e■� 0 ®_ �� om 44 5 2 ©oso■�s� 2 28 --- 3 _ 25 _..__ -_ - -- ._._— s O 2 R,i UT PHASE SEQUENCE DIAGRAM a W a ° 1 05 m 02 �— 06 T, a1 20 0 20 40 SCALE IN FEET 0 415 1 HQ w � QY I3 1. UT a yl UT NE 4 th STREET _ e I— CONDUIT AND WIRING SCHEDULE - CONTINUED PHASE CONDUIT SIZE SCHEDULE TWISTED 14 DET 2CS PRE -EMPT 3CS SIGNAL /D ED 5C LOT — UT PHASE SEQUENCE DIAGRAM a W a ° 1 05 m 02 �— 06 T, a1 20 0 20 40 SCALE IN FEET 0 415 1 HQ w � QY I3 1. UT a yl UT NE 4 th STREET _ e I— CONDUIT AND WIRING SCHEDULE - CONTINUED PHASE CONDUIT SIZE SCHEDULE TWISTED 14 DET 2CS PRE -EMPT 3CS SIGNAL /D ED 5C GROUND #8 ILLUM #8 POWER #6 REMARK D 3" 40 - - - 12 1 2 - - 18 3" 40 - 16 3 - - - - - 2" 40 - - - - - - - SPARE 19 2" 40 - - - - 1 2 - ILLUMINATION 3" 40 - - - 8 - - - - 3 40 - - - 8 - - - - 20 3" 40 - 20 4 - - - - - 2" 40 - - - - - - - - 21 SAWCUT - 4 - - - - - - - 22 2" 40 - - - - 1 4 - ILLUMINATION STD. PLAN JR -20, AT HOQU /AM STA. 9 +21, 30.5' LL, 2" 40 - - - - - - 2 SIGNAL E24 EX. 2" DETECTOR, TERMINAL CABINET, S77?EET NAME SIGN 12 EXISTING JUNCTION BOX RELOCATED FROM HOQUTAM 1 2 - EX. 5 #8, 2 #10 TO REMAIN SIGNAL DISPLAY SCHEDULE PRE- EMPTION PHASES R O 12" EVP PHASE DIRECTION A p1 +06 EB B ¢3 +08 NB C 02 +05 WB D 07 +04 SB R O 12" Y • 12" Y (� 12" G O 12" G 012- G /Y. 12 " HEAD N0. HEAD NO. 23,42,43 26,27,46 ,47,66,67,86,87 HEAD NO. 11162, 51122 63,82,83 TM f7 M 9 +33i�u Q 3 LEGEND 8 8 3 W 6 EXIST NEW I �— — .�._. (z] ® SIGNAL CONTROLLER /SERVICE 8 ( �e� TRAFFIC SIGNAL POLE W/ LUMINAIRE 2 4 I =° —► VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD 6 O 1 30 W /ARROW /NDICA RON O i s -"—�— — a ► PEDESTRIAN SIGNAL HEAD I I } 29 P7 0 m p 0 JUNCTION BOX 117 (TYPE 1, 2, OR 8) Q cT — EMERGENCY VEHICLE ' m PRE- EMPRON DETECTOR TRAFFIC SIGNAL I — M — ° ° SUPPORT POLE I W ----------- 1 z - - -- - - -- CONDUIT _ T 1 WIRE NOTE �4�QyTMTesgdl Q8+33 0 R ca 8 - -- SIGNAL STANDARD N0. °x CONSTRUCTION NOTE o� y 26,596 !C.'TSTEp' T-340906 � -8 LUMINAIRE POLE SSIONAL �G D(�j'v EXPIRES 1/03//74 TAI -ININ 7-- 3 tl 09 66 CONSTRUCTION NOTES O1 INSTALL FOUNDATION, TYPE I/ SIGNAL STANDARD O5 INSTALL FOUNDATION, TYPE PS PEDESTRIAN STANDARD, WITH MAST ARM, TWO VEHICLE SIGNAL HEADS, PEDES7RIAN HEAD WITH MOUNTING TYPE D PER WSDOT ONE PEDESTRIAN HEAD, ONE PUSHBUTTON STD. PLAN J -6f, PUSHBUTTON ASSEMBLY ASSEMBLY, ONE EMERGENCY PREEMPTION DETECTOR, TERMINAL CABINET, STREET NAME SIGN © INSTALL FOUNDATION, TYPE PS PEDESTRIAN STANDARD, PEDESTRIAN HEAD WITH MOUN77NG TYPE D PER WSDOT O2 INSTALL FOUNDATION, TYPE N SIGNAL STANDARD STD. PLAN J -6f, PUSHBUTTON ASSEMBLY WITH MAST ARM, TWO VEHICLE SIGNAL HEADS, ONE PEDESTRIAN NERD, ONE PUSHBUTTON 0 INSTALL FOUNDATION, TYPE PS PEDESTRIAN STANDARD, ASSEMBLY, ONE EMERGENCY PEDESTRIAN HEAD WITH MOUN77NG TYPE D PER WSDOT T LUMINAIRE DETECTOR, TERMINAL CABINET LUMINAIRE STD. PLAN J -6f, PUSHBUTTON ASSEMBLY ARM NTH 250 -WATT HPS M -C -3 TYPE LUMINAIRE, STREET NAME SIGN ® REMOVE EXISTING LUMINAIRE, ALUMINUM LUMINAIRE ARM AND STANDARD, AND FOUNDATION 0 INSTALL FOUNDATION, TYPE ll1 SIGNAL STANDARD WITH MAST ARM, TWO VEHICLE SIGNAL HEADS, 9 REMOVE EXIS77NG JUNCTION BOX AND CONCRETE PAD. TWO PEDESTRIAN HEADS, TWO PUSHBUTTON ABANDON CONDUIT ASSEMBLIES, ONE EMERGENCY PREEMPTION DETECTOR, TERMINAL CABINET, STREET NAME 10 RELOCATE EXISTING TYPE 2 JUNCTION BOX. INSTALL NEW SIGN, LUMINAIRE ARM WITH 250 -WATT HPS M- TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J -11c AT C -3 TYPE LUMINAIRE EXIS77NG CONDUIT LOCATION ® INSTALL FOUNDATION, TYPE ll SIGNAL STANDARD 11 INSTALL CONTROLLER CABINET FOUNDATION PER CDR WITH MAST ARM, TWO VEHICLE SIGNAL HEADS, STD. PLAN JR -20, AT HOQU /AM STA. 9 +21, 30.5' LL, ONE PEDESTRIAN HEAD, ONE PUSHBUTTON ADJACENT TO EXISTING ELECTRICAL SERVICE ASSEMBLY, ONE EMERGENCY PREEMP7ON DETECTOR, TERMINAL CABINET, S77?EET NAME SIGN 12 EXISTING JUNCTION BOX RELOCATED FROM HOQUTAM STA. 9 +25, 26.5' LT. 2 -STORY WOOD ING 13 INSTALL R10 -12 (LEFT TURN MUST YIELD SIGN) ON 6 MAST ARM. 6 30'X36" POLE 1 AND POLE 3 24'X30" POLE 2 AND POLE 4 u 7 LLJ Cn 44 5 2 26 2 28 --- 3 _ 25 _..__ -_ - -- ._._— s O 2 35 L0 1 5 3 M � Q 1 I° + Q U) _-- __ - -_- �__ — W z a ~ a J ® ,T V M 9 +33i�u Q 3 LEGEND 8 8 3 W 6 EXIST NEW I �— — .�._. (z] ® SIGNAL CONTROLLER /SERVICE 8 ( �e� TRAFFIC SIGNAL POLE W/ LUMINAIRE 2 4 I =° —► VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD 6 O 1 30 W /ARROW /NDICA RON O i s -"—�— — a ► PEDESTRIAN SIGNAL HEAD I I } 29 P7 0 m p 0 JUNCTION BOX 117 (TYPE 1, 2, OR 8) Q cT — EMERGENCY VEHICLE ' m PRE- EMPRON DETECTOR TRAFFIC SIGNAL I — M — ° ° SUPPORT POLE I W ----------- 1 z - - -- - - -- CONDUIT _ T 1 WIRE NOTE �4�QyTMTesgdl Q8+33 0 R ca 8 - -- SIGNAL STANDARD N0. °x CONSTRUCTION NOTE o� y 26,596 !C.'TSTEp' T-340906 � -8 LUMINAIRE POLE SSIONAL �G D(�j'v EXPIRES 1/03//74 TAI -ININ 7-- 3 tl 09 66 a a 0 w d 0 a Z ry CD W Q W 0 O CD 0' Z D- J Z Q 0 z (n ( () LEGEND EXISTING CONDUCTORS NEW CONDUCTORS SPLICE GROUP FOR ONE 2C(SH) CABLE NO TERMINAL REQUIRED. CONNECT CONDUCTORS TO NEUTRAL AC( -) BUS. ---------------- - - - - -, NO TERMINAL REQUIRED. CONNECT CONDUCTOR SIGNAL CONTROLLER i TO DETECTOR COMMON BUS. i AND CABINET I I SPARE CONDUCTOR. NO TERMINAL REQUIRED. i w � o w I F PROVIDE CONDUCTORS FOR FUTURE AND LABEL. F U z z � � w z PRE -EMPT A PHASE 1,6 OPT DET A } � = ILLUMINATION �.. REC. 543 F- o = PPB COMMON 545 CODE I a STRIPE o U� 548 NONE 549 I ch- W Z o- n Z ry CD W Q W 0 O CD 0' Z D- J Z Q 0 z (n ( () LEGEND EXISTING CONDUCTORS NEW CONDUCTORS SPLICE GROUP FOR ONE 2C(SH) CABLE NO TERMINAL REQUIRED. CONNECT CONDUCTORS TO NEUTRAL AC( -) BUS. ---------------- - - - - -, NO TERMINAL REQUIRED. CONNECT CONDUCTOR SIGNAL CONTROLLER i TO DETECTOR COMMON BUS. i AND CABINET I I SPARE CONDUCTOR. NO TERMINAL REQUIRED. i w � o w I F PROVIDE CONDUCTORS FOR FUTURE AND LABEL. F U z z � � w z PRE -EMPT A PHASE 1,6 OPT DET A } 541 = ILLUMINATION 542 REC. 543 O a 544 = PPB COMMON 545 CODE I 546 STRIPE 547 I R 548 NONE 549 0 550 NONE 551 G 552 1 I 0 ORANGE NONE 1 I i i i I w n° o° 1 ® 0 E� �Z ° Lj no: �E I I G I a 0 I ao I s_z o 1 1 z o boa LL 1 I I 1 I I N I o U w p I _ s a I a I a w I o I I m 1 1 1 I I I 1 I I 1 I z 0 i it PRE -EMPT A PHASE 1,6 OPT DET A } ILLUM. = ILLUMINATION 962 REC. =RECEPTACLE O a PPB = PPB COMMON 981 CODE I COND. COLOR STRIPE 985 I R RED NONE I 0 ORANGE NONE 1 5C G GREEN NONE 941 B BLACK NONE W I WHITE NONE 1 I 0 ORANGE NONE 1 I i i i I w n° o° 1 ® 0 E� �Z ° Lj no: �E I I G I a 0 I ao I s_z o 1 1 z o boa LL 1 I I 1 I I N I o U w p I _ s a I a I a w I o I I m 1 1 1 I I I 1 I I 1 I z 0 i it 0 1 3C j Y YELLOW NONE Y 1 l BL BLUE NONE BL I OL----------------------- - - - --I Y I BL I O Y BL 0 Y BL B W B W B W B W B W B W B W B W B W B W B W B W B W B W B W B W B W B W B W W PRE -EMPT A PHASE 1,6 OPT DET A } 961 U 962 O 965 O a PRE -EMPT B PHASE 8 OPT DET B N 981 H 982 F 985 w LLJ PRE -EMPT C PHASE 2,5 OPT DET C M 921 N 922 � 925 r PRE -EMPT D PHAS 4 OPT DET D 0 941 rn 942 rn' 945 F PHASE 1 11,12 F 811 F 812 F PHASE 1 13 r 813 w J 0 814 n PHASE 2 2122,23,24 -- 821 -- - - - - -� U 822 PHASE 2 25,26 823 = > 824 F PHASE 2 27,28 825 826 PHASE 2 29,30 ` J 827 828 I PHASE 2 SYSTEM 925 1891 1892 664 665 PHASE? HD 71 (FUTURE) F PHASE 3 31,32 F 831 F 832 F PHASE 3 33 IrJ7 833 834 1 PHASE 4 41,42,43,44 I 841 842 v PHASE 4 45,46 843 685 844 uj w PHASE 4 SYSTEM 948 721 996 722 997 0 w J PHASE 2 PPB 26,27 726 U m PHASE 5 51,52 PHASE 4 HDS46,47 851 741 852 > PHASE 5 53 745 853 PHASE 4 PPB 46,47 854 746 PHASE 6 1 62,63,64 747 861 PHASE 6 66,67 862 __6 PHASE 6 65,66 762 p HDS 863 765 864 PHASE 6 PPB 66,67 PHASE 6 67,68 766 865 866 PHASE 8 HDS 86,87 PHASE 6 69,70 781 867 782 868 785 PHASE SYSTEM 961 1896 786 1897 787 PHASE 7 71,72 871 872 PHASE 7 73 873 781 874 R PHASE 8 81,82,83,84 881 882 PHASE 8 85,86 883 884 PHASES SYSTEM 984 1998 1999 0 1 3C j Y YELLOW NONE Y 1 l BL BLUE NONE BL I OL----------------------- - - - --I Y I BL I O Y BL 0 Y BL B W B W B W B W B W B W B W B W B W B W B W B W B W B W B W B W B W B W B W W B 1 W I R I o I G B I W I R I 0 I G I B I W I R I 0 1 -G - -B B I W i R 1 0 -G - -B B I W R 0 G 1 B I R 0 G W B W I R O 1 G B 1 W I R O 1 G B 1 Y` I R I G i W 1 0 B I R i G I W 0 i B I R 1 G 1 W 1 0 I B I R I G g I r------- --------- - - - - -- JB #2 1 EXISTING SERVICE CABINET: POWER - SIGNAL CONTROLLER LUMINAIRES (INTERSECTION) - I °z LRECEPTACLES - - -- LUMINAIRES (EAST SIDE) - J ---- - - - - -- -� JB#3 VANN IN 4- 2C(SH) 3- 5C,1- 3C(SH) POLE NO. 1 JB#1 r ¢ ¢ U JB #1 N = � N a a n _ Om x09 : ~I 1 ITT z Ia0CDm3:aocDm3:xcD3:Om I Fn I OI Q I c�o N c� o M LLco � �co cl� A o N m cN N o N cM V N tN o N NN � N mZ N ° 21 x o :ommoom3wcDig o(O m r -L � -----n N - - - - - - -J I I j POWER } 501 U 502 O PHASE1 HD 11 F 611 N 612 H 613 F 614 NM 615 M PHASE 2 HDS 21,22 N 621 � 622 r 623 0 624 rn 625 rn' PHASE3 HD 31 (FUTURE) F 631 F 632 F 633 F 634 r 635 w J 0 PHASE 4 HDS 41,42 n 641 -- 642 -- - - - - -� U 644 645 = > PHASE5 HD 51 F 651 652 X§65L4 ` J PHASE 6 HDS 61,62 I 661 662 663 664 665 PHASE? HD 71 (FUTURE) F 671 F 672 F 673 F 6 IrJ7 6774 5 PHASE 8 HDS 81,82 1 681 I 682 683 684 685 PHASE 2 HDS 26,27 721 722 725 PHASE 2 PPB 26,27 726 727 PHASE 4 HDS46,47 741 I 742 745 PHASE 4 PPB 46,47 746 T 747 C/) PHASE 6 66,67 762 p HDS 765 a PHASE 6 PPB 66,67 766 EE767 PHASE 8 HDS 86,87 781 782 785 PHASE 8 PPB 86,87 786 787 B 1 W I R I o I G B I W I R I 0 I G I B I W I R I 0 1 -G - -B B I W i R 1 0 -G - -B B I W R 0 G 1 B I R 0 G W B W I R O 1 G B 1 W I R O 1 G B 1 Y` I R I G i W 1 0 B I R i G I W 0 i B I R 1 G 1 W 1 0 I B I R I G g I r------- --------- - - - - -- JB #2 1 EXISTING SERVICE CABINET: POWER - SIGNAL CONTROLLER LUMINAIRES (INTERSECTION) - I °z LRECEPTACLES - - -- LUMINAIRES (EAST SIDE) - J ---- - - - - -- -� JB#3 VANN IN 4- 2C(SH) 3- 5C,1- 3C(SH) POLE NO. 1 JB#1 r ¢ ¢ U JB #1 N = � N a a n _ Om x09 : ~I 1 ITT z Ia0CDm3:aocDm3:xcD3:Om I Fn I OI Q I c�o N c� o M LLco � �co cl� A o N m cN N o N cM V N tN o N NN � N mZ N ° 21 x o :ommoom3wcDig o(O m r -L � -----n N - - - - - - -J I I j 'o NO Ny N i0 N Z 13 12 11 JB#1 JB#1 JB#1 JB#2 6- 2C(SH) - 5C, 10- 2C(SH), 8 -5C, 2- 3C(SH) 10- 2C(SH) 61 62 1 -5C O } 1 U a O m N M N N H N N N NM ui M N N co � -1 -5C r comet 0 t0 rn rn rn' f0 f0 f0 tp m} N co co r rr O r n 'o NO Ny N i0 N Z 13 12 11 JB#1 JB#1 JB#1 JB#2 6- 2C(SH) - 5C, 10- 2C(SH), 8 -5C, 2- 3C(SH) 10- 2C(SH) 61 62 1 -5C O } 1 U a O m N M N N H N N N NM ui M N N co � -1 -5C r comet 0 t0 rn rn rn' f0 f0 f0 tp m} N d y N m 0 O r---------- - - - - 'o NO Ny N i0 N Z 13 12 11 JB#1 JB#1 JB#1 JB#2 6- 2C(SH) - 5C, 10- 2C(SH), 8 -5C, 2- 3C(SH) 10- 2C(SH) 61 62 1 -5C 741 0 1 HANDI a O O m N M N N N N N N NM N M N N co mmco -1 -5C r comet 0 t0 f0 t0 t0 f0 S N N 0 T POLE #5 PPB 46 0 746 B 7a7 R 741 HAND G 742 IMANI W 745 C HD 46 741 0 R HANDI 742 785 G N M N N N N N N NM N M N N co mmco -1 -5C r POLE #5 PPB 46 0 746 B 7a7 R 741 HAND G 742 IMANI W 745 C HD 46 w_rTTT-7 1 n ILLA ILL�Ill�11I�11I�JJ10 t? =1w5falmlUljl L�L�A J JI HD 47 MAN 741 0 R HANDI 742 785 G N M N M V I N N NM N M N N co mmco -1 -5C r comet POLE NO.6 t0 f0 t0 t0 f0 f0 f0 tp m} N O y N m 0 w_rTTT-7 1 n ILLA ILL�Ill�11I�11I�JJ10 t? =1w5falmlUljl L�L�A J JI HD 47 MAN 741 0 R HANDI 742 785 G C 745 W 746 0 747 B PPB 47 N POLE NO 7 \ JB #3 3 -5C, 1- 3C(SH) 4 -5C, 1- 3C(SH) 6- 2C(SH) JB#7 3-#8 46 1- 3C(SH) ' - m o m - - -- 1-5c -- �c>� mo F-- - � 43 a- s IN NN o I 671 R a0 !� p cn A� 1 w 672 O m N I 673 G 675 B 42 41 676 W F-r7-r-r 1-5C T-r--�T 2 -5C I R 641 R I I WO(Dm3: XOCDm3 1 0 642 O 1 G 643 G i NM V,A M•-NM V I B 645 B i t=ia N m m OD OD OJ pp M w W N OJ �<o co co <om c � mm I W 646 W 1 Mm =a }om0 �O }(DmU I LG 722 G �723 W 724 725 B 1 TERMINAL CABINET 4-5C, 1- 3C(SH), 6- 2C(SH), 6- 2C(SH) Ifl�f�(I Tt�'T Z 1 w iiL�l }Ic�l"'I(' (II�N_M*_v ,n� F0 Li°i°i°�°� LL PPB 87 0 784 B 785 POLE NO.2 R 7g1 HAND G �I 782 MAN N W N 783 C to HD 87 -1 -5C r l l ( ( ( 1 -5C POLE NO.6 6- 2C(SH) Ifl�f�(I Tt�'T Z 1 w iiL�l }Ic�l"'I(' (II�N_M*_v ,n� F0 Li°i°i°�°� LL XO(�m�m� a} (9 rqU �I N M N M d° to r l l ( ( ( 1 -5C t0 t0 XO(�m�m� JB#2 4- 2C(SH) 22 ( ) f I l )24 �26 21 �j llmo 23 25 51 52 53 27 ) 29 T- 340907 a w M N O' #mw o a S U O >- m a} (9 rqU �I JB#2 4- 2C(SH) 22 ( ) f I l )24 �26 21 �j llmo 23 25 51 52 53 27 ) 29 T- 340907 a w M N O' #mw o a S U O >- m B 634 �a v 1 W 635 I o R 681 R I = i -n aa� n- i v a} (9 rqU xoc9m3: r l l ( ( ( 1 -5C t0 t0 f0 t0 t0 f0 f0 f0 tp W N N W N <o r---------- - - - - -- -- - - - - -� U 1 ` J I I Z 1 x0U` m2�tr 00 m2�a(D Oma(D jy IrJ7 m 1 I HD 86 v I OI z N MAN 781 R TERMINAL CABINET HAND 782 G _ i o cD m o c� m o c� m 3 c� o m I C 785 W I R 631 I; i I I 0 632 w I -J 786 0 L----------------- ---- - - - - G B 634 �a v 1 W 635 I o R 681 R I = i -n aa� n- i v �- a} (9 rqU r �- r (O t0 t0 f0 t0 t0 f0 f0 f0 tp W N N W N <o POLE NO.3 767 B PPB 86 1 -5C - 1 -5C a( 3: Om ' I -G---68-3- G I cc00m3 �OCOm ° B 684 B -W----685 W 2 -5C 1 -5C o co R 761 R = Q¢O a POLE NO.4 I I G 762 G m - _ o f `I'�O8 1 W 765 W I N v o I 0 766 0 I o JB #2 De1D B 767 B I a~. 1 -5C I 00 }m - -------- -� 1- 3C(SH) -L .� 0 U m =�U m m U 0 C�i 81 82 4- 2C(SH),1- 3C(SH), 348 E$i.l �ZB IIl T�il 0 0 0 0 a cf)° I-- I- u w 3 W 22 m a J nI w C H J z Q w Lv w O d Q J Q Q z 0 Q w � z �n * IF E1 OR E2 SIGNAL ARM IS NOT NINETY DEGREES TO THE ANCHOR BOLT PLATE, THEN SPECIAL DESIGN POLE E1 POLE ORIENTATION POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISI FROM OFFSET LINE TO POLE ORIENTATION LINE (SETS ANCHOR BOLT ORIENTATION) N �o LOCATION TYPE o.. SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) ®o of W REMARKS SIGN LEGEND � 3a TO ATTACHMENT POINT WINDLOAD AREAS (FT (X)(Y) - STATION OFFSET E-4 Al A2 o � � B3 B4 B5 86 s a E m E O 311 HIV = B2 B3 B4 J_ B7 B9 B10 611 a� C w 94 A �a s o.w i N ..W a a a w 0 IS, *90° ATTACHMENT 90° POINT ALL HANDHOLES AT 180° FROM Et 0° 180° 270° O ANCHOR BOLT PLATE O 1 E2 4pgO90• LOCATION STATION �Gy y POLE ORIENTATION AND ATTACHMENT POINT DETAIL DRAIN TUBE - 3/4" CHAMFER UNPAVED 1 SURFACE \ N CLASS 3000 CONCRETE - 8 NO. 8 BARS EQUALLY SPACED u u- I _u D_ HOOPS, RD.� 2 1/2 OR R SQ. AT 1' -0' CLR APPROX. CTRS. 3' SQ. OR RD., OR 4' RD. FOUNDATION DETAIL GROUT PAD THICKNESS - NUT HT. +1" MAX PAVED SURFACE I F; z 0 a N Z c O N U � i 2 TYPE PPB PPB POST HO UTAM "E NE CDR STD. PLAN G022 60" NE 4 TH ST 1 18" COR STD. PLAN G022 SIGN DETAILS TYPE PS PED. HEAD STANDARD 0 G 9 9 G 2 10' -0" i i I I 2 TYPE I VEHICLE HEAD STANDARD in LEGEND a. VEHICLE DISPLAY b. SIGN c. STREET NAME SIGN d. PRE -EMPT DETECTOR npi crcn (in_oo_an1 TYPE II MAST ARM SIGNAL STANDARD PER COR STD. PLAN JR -30 COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD PER COR STD. PLAN JR -30 TYPE IV STRAIN POLE STANDARD COMBINATION LIGHTING AND STRAIN POLE STANDARD 1 11\ TYPE SO SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART STD. PFIELD LOCATION TYPE MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLES (DEG) FOUNDATION DEPTHS (FT) REMARKS SIGN LEGEND OFFSET DISTANCES (FT.) (Z) (POLE TO ATTACHMENT POINT WINDLOAD AREAS (FT (X)(Y) (X)(Y)(Z) STATION OFFSET LT.RT.P.O.A. Al A2 B1 B2 B3 B4 B5 86 87 89 B10 311 B1 B2 B3 B4 B6 B7 B9 B10 611 TOTAL FT' C D Et E2 F G1 G2 H 11 12 3'RD. 3'SQ. 4'RD. - 1 10 +63.06 31.7' x 90° 11 17.0 35 60 * 60 56.5 - 44 52 * - 40 - 13 9.2* 7.5 11.4 - 9.2* - 9.2 - 12 1551 - 0 0 - - 180 - 135 270 - 13 7 7 HOQUTAM AVE 2 10 +66.89 27.3' x 0° Ill 19.0 35 25 * 25 19 - 15 10 - - - 4 9.2* 5.0 9.2 - 9.2 - - - 8 529 20 - 0 - - 270 - 135 0 - 6 6 6 NE 4th ST 3 9 +44.76 32.8' x 90° 111 17.5' 35 52 * 52 48.5 - 38 43 * - 32 - 13 9.2* 7.5 11.4 - 9.2* - 9.2 - _ 12 1393 20 0 0 - - 90 180 135 0 270 11 6 6 HOQUTAM AVE 4 9 +46.01 31.0' x 0° I 18.5' 35 30 * 30 24 - 19 15 - - - 9 9.2* 5.0 9.2 - 9.2 - - - 8 932 - - 0 - - 90 - 135 0 - 7 6 6 NE 4th ST 5 10 +54.53 46.5' x - PS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6 10 +39.10 1 49.8' 1 - I - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 9 +59.06 1 45.3' 1 x * FUTURE SIGNAL HEAD NOTES w lO MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART O2 FIELD- INSTALLED O3 CAP TENON FOR FUTURE SIGNAL HEAD ALTERNATE NOTE 1 (FOR TYPE N MOUNT ONLY) DRILL 1" HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE X1'1: Q/6) /- 31 0?691�" RECM OM om