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HomeMy WebLinkAboutzT-2211Set3 0 a Eo na MM mm am o M air;© a ..ZZ wQ3m Soot %/'T® 4/ -2211 CITY OF RENTON BRONSON WAY NORTH (Schedule A) ROUSER TO SUNSET tSR9001 - WASHINGTON STATE TIB (DATA) PROJECT • 8 -1-102 (28) -0 NORTHEAST 3RD STREET (Schedule 13) SUNSET (SR900) TO MONTEREY - WASHINGTON STATE TIB (DATA) PROJECT • 8 -1 -102 (30) -0 AIRPORT li:gUf•ill PROJECT LOCATION I VICINITY MAP INDEX OF DRAWINGS 1 - TITLE SHEET 2 - SUMMARY OF QUANTITIES 3 - ROADWAY SECTIONS AND DETAILS 4 -7 - SITE PREPARATION PLANS 8 -11 - PAVING AND DRAINAGE PLAN 12 -15 - CHANNELIZATION AND SIGNING PLAN 16 - SIGNAL AND ILLUMINATION PLAN (BRONSON) 17 - SIGNAL WIRING DIAGRAM (BRONSON) 18 - SIGNAL AND ILLUMINATION PLAN (N.E. 3RD) 19 - SIGNAL WIRING DIAGRAM (N.E. 3RD) 20 - SIGNAL POLE DETAILS 21 - INTERCONNECT AND TRAFFIC ISLAND DETAILS 22 - SIGNING DETAILS 23 -28 - SIGN SUPPORT STRUCTURE LAYOUT AND DETAILS REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS TRANSPORTATION SYSTEMS DIRECTOR UTILITY SYSTEMS DIRECTOR 23 2 I TENANCE S CES DIRECTOR ec 12 Z2 3 PLAN REVIEW FIRE MARS LL 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MI RO 0X I 1,0 3 s ®+ CITY OF RENTON )r-, 2211 0 TRANSPORTATION IMPROVEMENT BOARD �SSIONAL �Gt / °�r EXPIRES 9/18/96 ® ALPHA Engineering Group, Inc. 6 7 8 9 10 11 12 13 14 I I I I Al 15 16 17 18 19 ,1- 7. - Itl�Ilf� REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS TRANSPORTATION SYSTEMS DIRECTOR UTILITY SYSTEMS DIRECTOR 23 2 I TENANCE S CES DIRECTOR ec 12 Z2 3 PLAN REVIEW FIRE MARS LL 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MI RO 0X I 1,0 3 s ®+ CITY OF RENTON )r-, 2211 0 TRANSPORTATION IMPROVEMENT BOARD �SSIONAL �Gt / °�r EXPIRES 9/18/96 ® ALPHA Engineering Group, Inc. 6 7 8 9 10 11 12 13 14 I I I I Al 15 16 17 18 19 3 z s° a E0 o °o �M ul m a� �Qo ono n a zd z 500° IrRO - 0'— L 2®1 SU M M ARY 01- U U A N I I I I t 5 SCHEDULE OF QUANTITIES ITEM N0. TOTAL QUANTITY UNIT ITEM BRONSON WAY N. #8 -1- 102(28) -0 SCEDULE A N.E. 3RD STREET #8 -1- 102(30) -0 SCHEDULE B MISCELLANEOUS 1 1 L.S. MOBILIZATION LUMP SUM LUMP SUM 2 1 L.S. TRAFFIC CONTROL LUMP SUM LUMP SUM 3 1 L.S. CONTRACTOR SURVEYING LUMP SUM LUMP SUM SITE PREPARATION ADJUSTMENTS 4 1 L.S. REMOVE EXISTING TRAFFIC MARKINGS LUMP SUM LUMP SUM 5 1 L.S. REMOVE MISCELLANEOUS FEATURES LUMP SU ?A 6 332 S.Y. REMOVE CEMENT CONCRETE SIDEWALK 332 7 1300 L.F. REMOVE CEMENT CONCRETE GURB AND GUTTER 1300 8 455 S.Y. REMOVE ASPHALT CONCRETE SIDEWALK 455 9 660 S.Y. REMOVE EXISTING TRAFFIC ISLANDS 440 220 10 90 L.F. REMOVE EXTRUDED CURB 90 11 4 EACH REMOVE CATCH BASIN 4 12 24 L.F. REMOVE EXISTING 8 INCH SEWER PIPE 24 13 1 EACH REMOVE AND RESET SANITARY CATCH BASIN 1 14 1 L.S. CLEARING AND GRUBBING LUMP SUM 15 1242 C.Y. ROADWAY EXCAVATION INCL HAUL 80 1162 16 10 C.Y. UNSUITABLE FOUNDATION EXCAVATION INCL HAUL 10 17 195 C.Y. GRAVEL BORROW INCL HAUL 40 155 18 38 C.Y. STRUCTURE EXCAVATION CLASS B INCL HAUL 38 19 NOT USED 20 35 L.F. I SAW CUTTING 35 21 95 S.Y. I ROCKERY 95 22 8 EACH ADJUST MONUMENT CASE AND COVER 3 5 23 8 EACH ADJUST MANHOLE 1 7 24 2 EACH ADJUST SANITARY SEWER MANHOLE 2 25 7 EACH ADJUST VALVE BOX 7 26 1 L.S. TEMPORARY WATER POLLUTION /EROSION CONTROL LUMP SUM LUMP SUM 27 1 L.S. FINISH AND CLEANUP LUMP SUM LUMP SUM DRAINAGE ATER 28 3 EACH CATCH BASIN TYPE 1 3 29 1 EACH MANHOLE UNDER 12 FT, 48 INCH DIAM. TYPE 1 1 30 3 EACH CONNECTION TO EXISTING MANHOLE 3 31 1 EACH SANITARY SEWER MANHOLE WITH DROP CONNECTION 1 32 44 S.F. SHORING OR EXTRA EXCAVATION CLASS B 44 33 24 L.F. CLASS 52 DUCTILE IRON PIPE FOR SANITARY SEWER, 8 INCH DIAM. 24 34 95 L.F. CLASS 52 DUCTILE IRON PIPE, 12 INCH DIAM. 95 35 10 S.Y. GRAVEL BACKFILL FOR PIPE BEDDING 10 36 1 L.S. RELOCATE PRV STATION STANDPIPE AND STRAINER LUMP SUM SURFACING/PAVING 37 3285 S.Y. PLANING BITUMINOUS PAVEMENT 2055 1230 38 650 TON CRUSHED SURFACING BASE COURSE 55 _5-9-75 - 39 2425 TON ASPHALT CONCRETE PAVEMENT CLASS B 1000 1425 40 45 TON MISC. AND OR DRIVEWAY ASPHALT CONCRETE PAVEMENT CLASS B 30 15 41 735 TON ASPHALT CONCRETE PAVEMENT CLASS E 735 42 1490 DOLLAR ANTI - STRIPPING ADDITIVE 515 975 43 4 C.Y. CONCRETE CLASS 3000 4 - 44 :830 L.F. CEMENT CONCRETE BARRIER CURB AND GUTTER 830 45 900 S.Y. CEMENT CONCRETE SIDEWALK 900 Z EACH CURB RAMP TYPE 1 ? 47 3 EACH CURB RAMP TYPE 2 3 880 L.F. TYPE A PRECAST BLOCK TRAFFIC CURB 740 140 49 20 L.F. TYPE C PRECAST BLOCK TRAFFIC CURB 10 10 50 81 L.F. EXTRUDED ASPHALT CONCRETE CURB 81 51 115 S.Y. CEMENT CONCRETE TRAFFIC ISLAND WITH MONOLITHIC CURB 115 52 1 L.S. REMOVE STORE & REPLANT LANDSCAPE AREA & ADJUST SPRINKLER SYSTEM LUMP SUM CHANNELZATION SIGNING 53 1240 L.F. PLASTIC CROSSWALK STRIPE 1240 54 565 L.F. PLASTIC STOP BAR 298 267 55 70 EACH PLASTIC TRAFFIC ARROW SYMBOL 33 37 56 7 EACH PLASTIC RAILROAD CROSSING SYMBOL 4 3 57 11 EACH PLASTIC PREFERENTIAL LANE SYMBOL 6 5 58 40.80 HUND. I RAISED PAVEMENT MARKER TYPE 1 17.52 23.28 59 6.82 EACH RAISED PAVEMENT MARKER TYPE 2 2.89 3.93 60 290 L.F. 6" WHITE PAINT STRIPE 290 61 1 L.S. PERMANENT SIGNING LUMP SUM LUMP SUM 62 1 L.S. SIGN SUPPORT STRUCTURE LUMP SUM LUMP SUM SIGNALZATION ILLUMINATION 63 3430 L.F. TRENCH AND BACKFILL 1246 2434 64 zo25 L.F. 2 -INCH SCHEDULE 40 CONDUIT, PVC 631 1394 65 1015 L.F. 2 -INCH SCHEDULE 80 CONDUIT, PVC 465 600 66 225 L.F. 3 -INCH SCHEDULE 40 CONDUIT PVC 105 120 67 808 LF. 3 -INCH SCHEDULE 80 CONDUIT, PVC 317 491 68 19 EACH TYPE 1 JUNCTION BOX 7 Iz 69 5 EACH TYPE 2 JUNCTION BOX 3 2 70 4 EACH TYPE 3 JUNCTION BOX 1 3 71 1 2993 L.F. INDUCTION LOOP VEHICLE DECTECTOR 1241 1752 72 1 L.S. TRAFFIC SIGNAL SYSTEM COMPLETE LUMP SUM LUMP SUM 73 1 L.S. ILLUMINATION SYSTEM LUMP SUM 74 2 EACH TEMPORARY INERTIAL BARRIER CONFIGURATION TYPE 1 2 Af'Wk ALPHA Engineering Group, Inc. m 2� Ef�IRES 9/18/98 It I I I I I AI I I' I I I I I A I A I I A I I I i I I i I I I I I I Al 19 18 17 16 15 14 13 12 11 10 9 8 7 6 M I RO OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 R I 4 3 0 i �o N M a� moo 0 �N q w <o .Zz 3�cvm Soot FACE OF NORTH ABUTMENT WALL 6" PREFORATED DRAIN PIPE ALONG ABUTMENT u u TYPICAL ROADWAY SECTION A `=' `-f 0.5'_ 11- TYPO 40' 24' w 1 24' io 1' 48' OVERLAY EXISTING PAVEMENT (N.E. 3RD STREET WIDENING) (LOOKING AHEAD ON STATIONS) *A - VARIES 16.5' TO 0' (STA. N.E. 3RD 18 +20 LT. TO STA N.E. 3RD 18 +80 LT.) ** ROCK WALL VARIES 2' TO 8' MAX. SEE STD. PLAN D017 *B - VARIES 16.5' TO 0' (STA. N.E. 3RD 18 +20 RT. TO STA N.E. 3RD 19 +40 RT.) (STA N.E. 3RD 17 +00f LT. TO STA N.E. 3RD 18 +40t LT.) VAKItJ— 8 5' VARIES VARIES 8' EXISTING PLANTER EXISTING CURB I I & SIDEWALK ma -41- 2211 I VARIES 43' TO 51' _ EXISTING PAVEMENT I EXISTING PAVEMENT VARIES 81' TO 89' OVERLAY EXISTING PAVEMENT 'CANING DETAIL TYPICAL ROADWAY SECTION B (SUNSET BLVD. N. WIDENING) STA. SR 900 13 +50 LT. TO STA. SR 900 16 +30 LT. (LOOKING AHEAD ON STATIONS) Ot FACE OF SOUTH ABUTMENT WALL 7( 6( 5( 4( 80 70 60 50 40 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 k &ONG ABUTMENT N.E. 3RD PROFILE 1 " =40'H 1 " =10'v CONSTRUCTION NOTES O1 2" ASPHALT CONCRETE CLASS B O2 7" ASPHALT CONCRETE CLASS E O3 6" CRUSHED SURFACING BASE COURSE O COMPACTED SUBGRADE O5 CEMENT CONCRETE CURB AND GUTTER O6 4" CEMENT CONCRETE SIDEWALK O7 RESTORE LANDSCAPED AREA O ROCKERY (8' MAX.) CURB RAMP NOTES: B4-1 2" 1. CURB RAMP SHALL NOT BE POURED INTEGRAL WITH SIDEWALK OR PAVEMENT AND SHALL MAX B � BE ISOLATED BY THROUGH JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF RAMP ADJACENT TO ROADWAY PAVEMENT. 2. CURB RAMP SHALL NOT HAVE COLOR PIGMENTS ADDED. '(a A A su A A 3. THE CENTER RAMP SECTION SHALL HAVE A COARSE TEXTURED SURFACE OBTAINED BY A 3/4" 9 -11 FLATTENED EXPANDED METAL MESH BEING PRESSED INTO THE STILL FRESH CONCRETE. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. THE TRIANGULAR WING SECTIONS SHALL HAVE A SLIGHTLY BRUSHED FINISH, B 4a I i B � PARALLEL TO THE CURB. 3' 3' 1-3'- 6' 3' 6' 4. MINIMUM LATERAL CLEARANCE FROM INLETS, POLES, HYDRANTS AND OTHER ABOVE GROUND OBSTACLES SHALL BE 1 FOOT TO THE SCORED PORTION OF THE RAMP. TYPE I TYPE 11 6' 0' OR 4' 3' OR 6' 3' 3' OR 6' SCORE T T LINE (TYP.) W C I t I CW PAVEMENT coo SECTION A -A SECTION B -B CURB RAMP DETAILS 17- N.T.S. Awk ALPHA Engineering Group, Inc. 70 60 50 40 ROCKERY PROFILE (STA. N.E. 3RD 17 +00t LT. TO STA. N.E. 3RD 18 +40t LT.) 1 " =20'H 1 " =10'V 10' 2'- PLANE BITUMINOUS PAVEMENT ---------- j L----- - - - - -- BITUMINOUS PLANING DETAIL q?yw° A��co''1'Gs A 11502 •p � E RM 9/18/98 70 60 50 40 1�8 1�7 16 1[5 14 13 12 11 10 9 8 7 6 M I R O 0 X 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 2 R" 14().-..- O 3 3 8. 3 0 w a w E° 0 Nm �¢o 0 o" M a�i4 rD ..Zz >5:oo� ❑ HOUSER WAY S. Q ❑ 0 LEGEND (EXISTING) o SAN. SEWER CLEANOUT o GUARD POST O SAN. SEWER MANHOLE ® MONUMENT IN CASE STORM DRAIN CATCH BASIN ® ELEC JUNCTION BOX ❑ / / �� \ I ❑ )==_==( STORM DRAIN CULVERT 0 TRAFFIC JUNCTION BOX ® � Q STORM DRAIN MANHOLE D--- R/R CROSSING GATE ® WATER METER PROJECT LIMITS 9 CROSSING SIGNAL � -- �- FIRE HYDRANT ® SIG SIGNAL CONTROLLER BOX m WATER VALVE a GAS VALVE O-# STREET LIGHT ASSEMBLY REMOVE EXISTING / / / SR169 1555 +93.90 P.T. / / / . / . ABANDON EXISTING LOOP DETECTORS © POWER VAULT TRAFFIC SIGN TRAFFIC ISLAND / / / : / i / / _ o- UTILITY POLE � SIGN - - - - - - - - - - - - -- - - - -- E-- UTILITY POLE ANCHOR cr= =- TRAFFIC SIGNAL POLE / / p - - -:e - - -= REMOVE STOP BAR o TELEPHONE RISER TRAFFIC SIGNAL POLE W LUM. 611.I.ROARD 0 TELEPHONE VAULT ❑ TRAFFIC DETECTOR P ; LEGEND (NEW) REMOVE LANE MARKER (TYP.) PLANING BITUMINOUS PAVEMENT (SEE DETAIL SHEET 3) i. REMOVE TRAFFIC BUTTONS AL3' 75 +51.85 P.T. / . / NOTES: REMOVE TRAFFIC ARROWS (TYP.) / . i / . REMOVE RAILROAD CROSSING SYMBOL (TYP.) / 1. USE ASPHALT CONCRETE CLASS B TO LEVEL PAVEMENT REMOVE EXISTING WIRING, JUNCTION _ f / . AT REMOVED TRAFFIC ISLANDS. SIDEWALK BOX & ASSOCIATED CONDUIT. CONDUIT OUTSIDE OF RECONSTRUCTED i G / REMOVE EXISTING IARING, JUNCTION 2• CONTACT ALL UTILITY COMPANIES INVOLVED, BEFORE AREA MAY BE ABANDONED IN PLACE BOX & ASSOCIA CONDUIT. DIGGING. CONDUIT OUTSIDE F RECONSTRUCTED 3. CONTRACTOR SHALL FOLLOW THE REQUIREMENTS v7 / AREA MAY BE ABANDONED IN PLACE AND REGULATIONS PERTAINING TO ALL CONSTRUCTION ABANDON EXISTING / ' \" / . ACTIVITIES IN THE AQUIFER PROTECTION AREA ZONE. AL3' 72 +97.87 P.T. \ AL3' 73 +76.14 LOOP DETECTORS / P.C. � i SIDEWALK SEE CONTRACT SPECIAL PROVISIONS. �2s wo / . PROJECT LIMITS LO / . / ° REMOVE EXISTING SIGNAL POLE ° 1270 / _ `- / / . (�NTfq REMOVE TRAFFIC ARROWS SR900 5 +93.50 P.C. 72 +00 / 7 +00 �4}�i / �;. AL3' LINE ao °o . i 0 LO w REMOVE EXISTIN TRAFFIC ISLAND aDo / _ REMOVE EXISTING --`FRAFFIC BUTTONS o REMOVE EXISTING SIGNAL POLE / o w / z RE OVE STOP BAR = Pro 6+00 / ABANDON EXL -,U-NG SUNSET SLVp N RgQO � / / ` REMOVE EXISTING WIRING, JUNCTION / . ! / . / i . / . LOOP DETECTORS �- '� N 31. 50'37 LS L ,NE BOX &ASSOCIATED CONDUIT. CONDUIT OUTSIDE OF RECONSTRUCTED 9» I / . i / . / / - / E N 33 °3 24 C� o / + / / (0 SR 405 �--� PROJECT LIMITS / / i / / / .� " 27 0 \ -1 / . / V) y� SR900 4 +09.77 P.O.T. 0 SR169 1552 +03.00 P.O.C. _ �+ + 0 LN LINE N 33 LN 275 +40.23 P.O.T. „� SR169 1553 +23.15 P.O.C. = ADJUST MONUMENT CASE o' SR900 3 +57.76 P.O.T. E o l AND COVER TO GRADE. SQ (� T-2211 27 00 ° 1 2 4 �o IyR. 4iw CITY OF RENTON DEPARTMENT OF PUBLIC WORKS NAL��G1� BRONSON WAY N. ' � E.%PIFES 9/18/96 (ROUSER WAY TO SUNSET BLVD.) 20 0 20 40 SITE PREPARATION PLAN SCALE FEET DESIGNED: AM DATE: 11/18/94 FILE NAME: DRAWN: DJ Zwk MA SCALE: 1° = 20' DRAWING NO. %'�®/� s9 /0"fo- li -�ais ALPHA Engineering Group, In C. Inc. NO. REVISION BY APPR. DATE APPROVED: I SHEET: OF: 28 1�8 17 16 115 14 13 12 11 10 9 8 7 6 f4tBox 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 3 0 a w x i Eo MM N� µN tiNleO ON M z m Soa° Awk ALPHA Engineering Group, Inc. A I A j 19 18 17 18 15 14 13 12 11 10 9 8 7 6 MI R OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 ]R146- -.0 3 4 0 LEGEND (NEW) NOTES: I 1. CONTRACTOR SHALL FOLLOW THE REQUIREMENTS AND REGULATIONS PERTAINING TO ALL CONSTRUCTION / PLANING BITUMINOUS PAVEMENT I DETAIL SHEET 3) I I ACTIVITIES IN THE AQUIFER PROTECTION AREA ZONE. SEE CONTRACT SPECIAL PROVISIONS. I 1 (SEE I BRONSON WAY N. I N.E. 3RD ST. N ADJUST EXISTING MANHOLE ( I O FRAME AND COVER TO GRADE i I 0 REMOVE TRAFFIC ARROWS REMOVE TRAFFIC ARROWS O - ADJUST EXISTING MANHOLE I r FRAME AND COVER TO GRADE 0 REMOVE SIGN ON A b A ° CANTILEVER SIGN P R o ¢e a B° STRUCTURE ® p ® o cr 5 —w W W /v/ / . / . / / . / " / - / . / . / . / . / . / . / . / . / . / . / . / . / " / . / . / . / - / . / . / . Q F/. La rn /. . /. / /. / /. /- ./ / "/" -/. /. /. /. /. /Z Ti— w d = to 7 +00 Z21 t-c c 1 +00 H a 88 +00 9 +00 SUNSET BLVD. N. 10 +00 O _ _ N E _ �— SR900 LINE I � + (o O 0i LO O ADJUST MONUMENT CASE X AND COVER TO GRADE REMOVE LANE MARKER X N SR900 7 +27.27 P.T. REMOVE TRAFFIC BUTTONS X X ABANDON EXISTING x LOOP DETECTORS �""� -� 1 ° REMOVE LANE MARKER 1 _ -- 280-j- 00 1 -----,LS L/NE N 3337'343''. SR 405 �� --�� 7,2211 28C)+00 ° 40 LN LINE 20 0 20 �d�,° '� SCALE FEET N 3,3"37'34" E CITY OF RENTON DEPARTMENT OF PUBLIC WOI BRONSON WY. /N.E.3RC Dff'IRE59 /18/96 (SUNSET BLVD.) Awk ALPHA Engineering Group, Inc. A I A j 19 18 17 18 15 14 13 12 11 10 9 8 7 6 MI R OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 ]R146- -.0 3 4 0 3 0 6 w i i �o M� M N N) z \Fo ON M ZO Z w¢ ;m a REMOVE STOP BAR LEGEND (NEW) /. / / ~ w N 3RD 12 +90.2 ( REMOVING ASPHALT CONCRETE SIDEWALK CONTINUE PLANNINIG / / . N SAWCUT CURB, TO RAILROAD TRACKS ! 010 / GUTTER & SIDEWALK REMOVING CEMENT CONCRETE SIDEWALK I / M ° PLANING BIUMI PAVEMENT REMOVE RAILROAD SR900 13 +08.93 P.O.C. - CROSSING SYMBOL (TYP.) Z c° /. K 73 +87.92 P.O.T. REMOVE EXISTING WIRING, JUNCTION BOX & (SEE DETAIL SHEET ) _ y ASSOCIATED CONDUIT (TYP. EXCEPT AS NOTE[). REMOVE AND RESET ' / CONDUIT OUTSIDE OF RECONSTRUCTED EXISTING CATCH BASIN i AREA MAY BE ABANDONED IN PLACE REMOVE CURB &GUTTER REMOVE EXISTING SIGNAL POLE SR900 11 +54.62 P.C. /.� I �{ i REMOVE AND STORE EXISTING I SR 900 +2 .0 I / I 2'D TREES AND SHRUBS FOR SAWCUT UR / ADJUST WATER VALVE 2•D t2 GUTTER S EWALK / / BOX TO GRADE REPLANTING AFTER NEW REMOVE TRAFFIC ARROWS 6 �� SIDEWALK IS CONSTRUCTED. a ---5 REMOVE TRAFFIC ARROWS REMOVE TRAFFIC ARROW LIMIT F LAY —� I m i REMOVE EXISTING TRAFFIC ISLAND Y I REMOVE LANE MARKERS (TYP.) CONDU ITI AND JUNCTION BOXES ALONG z - _ D rw_ _ m WEST If OF NE 3RD ST. TO REMAIN. T° __ -- _ ______ _ -_ ____= REMOVE EXISTING WIRING, JUNCTION BOX Sc ASSOC A D CONDUIT (TYP. EXCEPT AS N D). / . ! _ _ CONDU T OUTSIDE OF RECONSTRUCTED i . / RE TOP BAR AREA Y BE ABANDONED IN PLACE / _- - - -- - -- R AND LO REMOVE EXISTING SIG*L POLE / C SiG�I RELOCATE EXIS G ROLE, �•c LUMINAIRC —AND UNCTION BOX O - —SEE SHEET 18.) 3 i•c 16 +00 00 N_17-3 E 3'15.5 o E w /. .� /. .� /. .� i. .� /. .� /.�� / 00 LIN _.. w ABAND N EXI TING 15 }00 U) REMOVE TRAFFIC REMOVE EXISTING ' LOOP gETEC ORS (TYP.) 00 BUTTONS CROSSWALK STRIPE N. - +00 SUNS T BLVD. 6 "w _ rG T U + 0 SR .M900 13 +72.0 e•w / . / - i _ : / _ _ _1z "o SAUT CURB: F / . / . / 12. I O GUTTER & SIDEWALK- JD 27 r I w a TR O RELOCA IGN 0 REMOVXI NG ACP AFFIC ISLA i _ . =� REMOVE TRAFFIC BUTTONS Q REMOVE A — i . ' BANTER I—ADJU ST MONUMENT — LO TE GIN X ABANDON EXISTING CASE AND COVER rn O TO GRADE X� —a o o LOOP DETECTORS ADJUST EXISTING SANITARY REMOVE XISTING SIGNAL CONTROLLER ANDJLE [CAL SERVICE SEWER MANHOLE FRAME & COVER TO GRADE (n SR900 13 +68.55 P.T. NOTES: REMOVE EXISTING WIRING, JUNCTION BOX & ASSOCIATED CONDUIT ( TE ). 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR ao __ REEVE XIS G w LK P SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. A ,,,,, , SR 11 +91.2 SIGN L OLE CONDUIT OUTSIDE OF R Q AREA MAY BE ABANDONE IN PUAQE SAWCUT C - =_ == S 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY GUTTER & SIDEW -- -- K 13 +97.18 P.C. SUNSET CARS OTHERS. AD J ST MONUMENT CASE & COVER TO GRADE REMOVE LANE MARKER / / ' , " RE OCATE EXISTING SIGN II 3. CONTACT ALL UTILITY COMPANIES INVOLVED BEFORE & JOST (SEE SHEET 14) DIGGING �� RE OVE, ABANDON & PLUG EXISTING 4. CONTRACTOR SHALL FOLLOW THE REQUIREMENTS AND PRV VENT. RELOCATE PRV RELIE REGULATIONS PERTAINING TO ALL CONSTRUCTION ACTIVITES REMOVE TRAFFIC ARROW x _ 'y °'S STfNDPIPE AND STRAINER. (SEE SHEET 10) ( IN THE AQUIFER PROTECTION AREA ZONE. SEE CONTRACT 1 SPECIAL PROVISIONS. ADJUST EXISTING MANHOLE - / REMOVE BOLLARDS FRAME AND COVER TO GRADE a SO' x REMOV� EXIV SIGNAL POLE ® REMOVE LANE MARKER REMOVE EXTRUDED CURB 1 ADJUST WATER VALVE _ -- /, BOX TO GRADE REMOVE CURB & GUTTER REMOVE EXISTING CATCH ADJUST MONUMENT BASIN AND ABANDON PIPE ZD , T CASE AND COVER � � � '� o 72211 TO GRADE r K 15 +19.98 P.T. - k S 3 C _ CITY OF RENTON sT !J = K15892.77P.O.T. A�� @I�1�4� DEPARTMENT OF PUBLIC WORKS SIONAL 6'`op , D�NE59ne,96 9¢ N.E. 3RD STREET y 20 0 20 40 MgTC 2 I QO (SUNSET BLVD. TO MONTEREY DR.) i " =2o' ti T SITE PREPARATION PLAN SCALE FEED DESIGNED: AM DATE: 11/18/94 FILE NAME: o SyFFT ®`° (S LINE 286 +00 DRAWN: DJ •Q § 4F5-------: ' - CHECKED: MA SCALE: 1° = 20' DRAWING NO. 7RO-41_A211 J REMOVE TRAFFIC ARROWS ® ALPHA Engineering Group Inc. g 28 � NO. REVISION BY APPR. DATE APPROVED: SHEET: OF: I All 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 Rl 0 �i w �o n° nM vim o�^ Q p 2 Z wa3m LEGEND (NEW) REMOVING ASPHALT CONCRETE SIDEWALK / PLANING BITUMINOUS PAVEMENT (SEE DETAIL SHEET 3) 0 0 C I I \ I I LN 283+ w LS 283 +42. w. o w K SUN LID o w �� I N 412 8'1 �oo J�Z W _j IZ ABAl JDON EXISTING LOOl DETECTORS REMOVE LANE MARKER REMOVE CURB & GUTTER - ADJUST MONUMENT CASE AND COVER TO GRADE — REMOVE EXISTING CATCH I BASIN AND ABANDON PIPE. I \ I I LN 283+ w LS 283 +42. w. w LID o w _z J�Z _j IZ NOTES: 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. 3. CONTACT ALL UTILITY COMPANIES INVOLVED BEFORE DIGGING. 4. CONTRACTOR SHALL FOLLOW THE REQUIREMENTS AND REGULATIONS PERTAINING TO ALL CONSTRUCTION ACTIVITIES IN THE AQUIFER PROTECTION AREA ZONE. - REMOVE EXISTING WIRING, JUNCTION SEE CONTRACT SPECIAL PROVISIONS. BOX AND ASSOCIATED CONDUIT. CONDUIT OUTSIDE OF RECONSTRUCTED AREAS MAY BE ABANDONED IN PLACE. REMOVE TRAFFIC ARROW O ADJUST EXISTING MANHOLE \` K 22 +13.50 P.T. FRAME AND COVER TO GRADE ADJUST VALVE BOX TO GRADE a REMOVE UTILITY POLE eR�NS �+ oGOTs (BY OTHERS) m K 17 +48 -70 P.C. " ADJUST EXISTING MANHOLE He FRAME AND COVER TO GRA E 3 REMOVE SEWER PIPE ADJUST EXISTING SANITA Y SEWER ' as MANHOLE FRAME AND C VER TO GRADE \ 24 "D 0 " ";,,, E. 3RD 18 +80 24 "D 12 `' 8-s AWCUT URB & GUTTER „ m o 1g•W 1 i2 s NE 3RD ST 20 +00 �-- - 9 +00 6 s CV { es N° PG � O REMOVE WOOD LUMINAIRE POLE AND OVERHEAD WIRE REMOVE EXISTING WIRING, JUNCTION lo O \ = =B"_ANQ ASSOCIATED CONDUIT. N.E. 3RD 19 +40 \ CONDUIT Ol7TSTmE =0f� RECONSTRUCTED SAWCUT CURB & GUTTER \ AREAS MAY BE ABANDONED IN PLACE. \ RELOCATE EXISTING PREEMPTION o DETECTOR POLE I N \ ADJUST EXISTING MANHOLE / FRAME AND COVER TO GRADE I 0 20 40 FEET i I� ��9 wj'`��' T-2211 + CITY OF RENTON N 11502 `' DEPARTMENT OF PUBLIC WORKS E`SStONAL OZ N.E. 3RD STREET DD'IRE59 /18/% (SUNSET BLVD. TO MONTEREY DR.) I SITE PREPARATION PLAN DESIGNED: AM DATE: 11/18/94 FILE NAME: DRAWN: DJ CHECKED: MA SCALE: 1" = 20' DR- NO. I ALPHA Engineering Group, Inc. NO. REVISION BY APPR. DATE APPROVED: SHEET: 7 OF 28 IT I I 1 I 1 AI 9 18 17 18 15 14 .13 12 11 10 9 8 7 6 M I R OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 ''SO 3 4 2 0 a Eo M� NM nm i am 0 ao az m Soot ❑ HOUSER WAY S. q LEGEND (NEW) _ FULL DEPTH ASPHALT CONC. PAVEMENT SR169 1555 2" ASPHALT CONC. OVER 4" CRUSHED SURFACING BASE COURSE ° CURVE DATA TABLE t� RADIUS LENGTH TANGENT SR 169 1555 +50 14' RT. MATCH EXISTING CURB J 818.60' 464.80' 238.85' O K 14 +59.53 286.50' 122.80' 62.36' 24'33'29.5" SR900 12 +61.70 1910.00' 213.93' 107.08' 06`25'03.0" SR900 6 +60.49 973.59' 133.77' 66.99' 07'52'19.4" SR169 1553 +29.75 573.00' 585.05' 800' 5830'01.2" \� SR 169 1555 +13 16' RT. 1365.91' 164.28' a \ AL3' 74 +95.82 + CENTER OF NEW 175.71 119.68' 99'40'39.5" 70 +80.00 999.00 TYPE A CURB RADIUS 68.90' 05'43'50.0" AR3 74 +44.88 125.00' 23 1.83' 106 °59'00.0" + + \ 500' R 2 SR 169 1554 +90 18' RT. CENTER OF NEW +93.90 P.T. TRAFFIC ISLANDS. TRAFFIC ISLANDS ARE TO BE CONSTRUCTED 2' R TYPE A CURB RADIUS -- - - - -4° - -_ - - -- - - - - - - - - -_ ` _ . s s S - - - - - -"- O \ S OVERLAY LIMITS 53' RT. EXTEND RUBBERIZED RAILROAD \ R C CURVE DATA TABLE Pi STATION RADIUS LENGTH TANGENT DELTA K 19 +87.55 818.60' 464.80' 238.85' 32'31'56.9" K 14 +59.53 286.50' 122.80' 62.36' 24'33'29.5" SR900 12 +61.70 1910.00' 213.93' 107.08' 06`25'03.0" SR900 6 +60.49 973.59' 133.77' 66.99' 07'52'19.4" SR169 1553 +29.75 573.00' 585.05' 320.90' 5830'01.2" AL3' 72 +15.83 1365.91' 164.28' 82.24' 06'53'28.0" AL3' 74 +95.82 101.00 175.71 119.68' 99'40'39.5" 70 +80.00 999.00 99AR3 9.2' 68.90' 05'43'50.0" AR3 74 +44.88 125.00' 23 1.83' 106 °59'00.0" CROSSING (BY OTHERS) B BILLBOARD - - P N NOTES: �.D 1 1. FOR ROADWAY SECTIONS AND OTHER DETAILS SEE SHEET 3. 2. FOR PAVEMENT REMOVAL, PAVEMENT PLANING, OTHER REMOVAL ITEMS AND UTILITY ADJUSTMENTS SEE SITE PREPARATION PLAN AL3' 75 +51.85 P.T. S + + \ 500' R \ 3 3. USE ASPHALT CONC. CLASS B TO LEVEL PAVEMENT AT REMOVED TRAFFIC ISLANDS. TRAFFIC ISLANDS ARE TO BE CONSTRUCTED AFTER PAVEMENT HAS BEEN OVERLAYED. SEE DETAIL SHEET 21. + . . s s S SIDEWALK \ S SR 169 1553 +94 5 53' RT. **✓ R R C CENTER OF NEW + S TYPE A CURB B R N NUS T SIDEWALK AL3', 72+97.87 P.T. \ AL3' 73 +76.14 P.C. } `+ , ++ �2so SR 169 1553 +45 56' RT. �o +` CENTER OF NEW TYPE A CURB RADIUS + 400' R p :: ++ - + + SR 900 4 +52 40' LT. \P 120 R +` +` + CENTER OF NEW o e , `+ ® .TYPE A CURB RADIUS SR900 5 +93.50 P.C. a D 900' R 72 +00 0 ® + +`` ±` ++ j� 7 +00 AL3' LINE 3p'o -7 4'r - 1.5' R + + ++ OVERLAY LIMITS +`a` +` +` +`+` :.:.:.: Ld SR 169 1553 +80 (17.5' RT.) P.C. p0 z +00 f- M `�` SUNSET gL 6 +Q0 RgQO LO M �_ SR 169 1553 +58.84 23.8' RT. o OVERLAY LIMITS �_ --- N 31'50'37.9,, E I LINO _ CENTER OF NEW ° ' �- �_ p N 33 7'2`® TYPE A CURB RADIUS -�� SR 405 27 0 J Ld '- (/) - y� SR900 4 +09.77 P.O.T. Q SR169 1552 +03.00 P.O.C. _ > uj�V LN LINE LN 275 +40.23 P.O.T. I ` SR169 1553 +23.15 P.O.C. _ N 333T2�� ° a SR900 3 +57.76 P.O.T. AAatt- s ® a (n •9 E --�� 27 r. 20 0 20 40 1 " =20' SCALE FEET 19 18 17 16 15 14 13 12 11 10 9 8 7 6 NICIFAIDIDOX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 46.- WO 3 4 3 M `�` SUNSET gL 6 +Q0 RgQO LO M �_ SR 169 1553 +58.84 23.8' RT. o OVERLAY LIMITS �_ --- N 31'50'37.9,, E I LINO _ CENTER OF NEW ° ' �- �_ p N 33 7'2`® TYPE A CURB RADIUS -�� SR 405 27 0 J Ld '- (/) - y� SR900 4 +09.77 P.O.T. Q SR169 1552 +03.00 P.O.C. _ > uj�V LN LINE LN 275 +40.23 P.O.T. I ` SR169 1553 +23.15 P.O.C. _ N 333T2�� ° a SR900 3 +57.76 P.O.T. AAatt- s ® a (n •9 E --�� 27 r. 20 0 20 40 1 " =20' SCALE FEET 19 18 17 16 15 14 13 12 11 10 9 8 7 6 NICIFAIDIDOX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 46.- WO 3 4 3 •9 E --�� 27 r. 20 0 20 40 1 " =20' SCALE FEET 19 18 17 16 15 14 13 12 11 10 9 8 7 6 NICIFAIDIDOX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 46.- WO 3 4 3 d c c C Ct C/ 3 0 M Z a w a Eao 0 N M nm a u�i nQo 0 O \/M Qo Zz 3rv�m Soo° LEGEND (NEW) { 0 2" ASPHALT CONC. OVER 4" E CRUSHED SURFACING BASE COURSE NOTES: 1. FOR ROADWAY SECTIONS AND OTHER DETAILS SEE SHEET 3. 2. FOR PAVEMENT REMOVAL, PAVEMENT PLANING, OTHER REMOVAL ITEMS AND UTILITY ADJUSTMENTS SEE SITE PREPARATION PLAN SHEET 5. 3. TRAFFIC ISLAND IS TO BE COSTRUCTED AFTER PAVEMENT HAS BEEN OVERLAYED. SEE DETAIL SHEET 21. DETAIL. --E O O z w w 2 Cn O H CJ H Q I O L0 d e— U) O O rn o- 07 SR 405 20 0 20 40 28p +pp 1 " -20 SCALE FEET ` LN LINE N 3337 °3 O��oF A0 T -,2211 - CITY OF REN ® 7sTEt+@`� �y��/ DEPARTMENT OF PUBLIC BRONSON WY. N.E owiaESeiie/vs (SUNSET RLVD_) AtALPHA Engineering Group, Inc. A I _ T I I 1 i T I 1 I li 1 1 I I I jl 18 17 18 15 14 13 12 11 10 9 8 7 6 MI R OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Rl ' 4 4 z o! 0 a D.w N N% �o M am m� ;z ¢o 00 O?�M aai5� z° z m 500 L GEND NEW ¢ m TO RAILROAD TRACKS CONTINUE 2" OVERLAY PAVING w , FULL DEPTH ASPHALT CONC. PAVEMENT !-= _ N I N.E. 3RD 12 +90.2 40.75' LT. CEMENT CONC. SIDEWALK, CURB & GUTTER in °° 1 MATCH EXISTING �TTT�j'� 2" ASPHALT CONIC. � . CLASS B OVER r + 4" CRUSHED SURFACING I o SR900 13 +08.93 P.O.C. _ Z I K 13 +87.92 P.O.T. RAISED CEMENT CONC. TRAFFIC ISLAND I v, I A,0_ NEW SPOT ELEVATION /FLOW LINE ELEVA ON 8,w-- I SR 900 13 +75 60' LT. CURVE DATA CURB RETURN ELEV. A = 93'30'18" P.C. 38.21 R = 40' 1/4 38.45 T = 42.53 1/2 38.68 L = 65.28 3/4 38.92 P.T. 39.15 LT. cD SR 00 6 +26 3' LT. ACP N.E. 3RD CURVE DATA SR900 11+54.62 P.C. D = 39'04'38" P.C.C. 40.30 R = 50' 1/4 40.50 T = 17.74 1/2 40.48 L = 34.10 3/4 - :, I P.C. 40.44 I \� ■ . • -• ON • - �i • ii it ••• �: TEL � kk ilk a -- - ■ V _ - -- - now _ • I 09 J �i .4, �� • it .. • Ld ■ '- • -• ■ LO & STRAINER (SEE NO z's ACP _ U) Nil- 1. FOR ROADWAY SECTIONS, PROFILE AND OTHER DETAILS SEE SHEET 01 Y ACP N.E. 3RD CURVE DATA CURB RETURN ELEV. D = 39'04'38" P.C.C. 40.30 R = 50' 1/4 40.50 T = 17.74 1/2 40.48 L = 34.10 3/4 40.46 P.C. 40.44 FwqCK-.r_Vn R AND UTILITY ADJUSTMENTS SEE SITE PREPARATION PLAN SHEET 6. 3. FOR CURB RAMPS SEE DETAILS SHEET 3. 4. REPLANT STORED SHRUBS AND TREES 3' AND 6' RESPECTIVELY FROM BACK OF NEW SIDEWALK. THIS WILL REQUIRE GRADING, IRRIGATION SYSTEM ADJUSTMENTS, PLANTING SOIL, BARK MULCH AND SODDING. t UAIA -Gugs-LiETUHN LLLv. I " SUNSET CARS 5. ALL NEW CATCH BASINS SHALL BE PROVIDED WITH VANED GRATE AND :ii5. iii•.. = 114'32'32" P.C. K113+9718 P.C. FRAME PER CITY OF RENTON STANDARD PLANS B019 AND B020A. R = 50' 1/4 - 41.18 '8" 1' R 1' R / T = 77.80' 1/2 40.05 3" GALVANIZED IRON PIPE I 6. SEE CITY OF RENTON STANDARD PLAN 6020 FOR CATCH BASIN ,j SOLID METAL COVER DETAIL. L .96' 3 4 40.92 / ..�. / "I f --P T` 41.22 78 ° CB/TYPE 1 7. PATCH EXISTING ASHPALT PAVEMENT FOR PIPE TRENCHES PER CITY x N. 3RD 14 +85 42 LT. OF RENTON STANDARD PLANS H032. N.E. 3RD 15 +02 58.5 RT. �VJ _ 1. 40-28 I 8. PIPE BEDDING SHALL CONFORM TO CITY OF RENTON STANDARD PLAN. TYPE II CURB RAMP '. • ,`+ I. . 38.06 / 6063. EXTRUDED ASPHALT 11 L.F. 12" DIA. D.I C LASS 52 PIPE S =. 0.018 3 4� ` CO N RETE CURB 9. TRAFFIC ISLANDS ARE TO BE CONSTRUCTED AF TE R PAVEMENT HAS BEEN - OVERLAYED. SEE DETAILS SHEET 21. CONNECT TO EXISTING _ - MANHOLE I.E. 37.80' ••���`�_�c 10. INSTALL 3" GALVANIZED IRON PIPE WITH TWO FOOT MINIMUM COVER 12 L.F. 12" DIA. D.I. �"�-� AN x FITTINGS AN RELOCATE SLOPE // D S S GS D ELOC TE 3" RELIEF STANDPIPE AND STRAINER CLASS 52 PIPE, S =0.01 �'-' ---�� - TWO -FEET FROM INLET AND SIDEWALK. CONNECT TO EXISTING CB TYPE 1 / / MANHOLE I.E. 37.94' 11. FOR SIGN SUPPORT STRUCTURE LAYOUT AND DETALS SEE SHTS. 23 TO 28. N.E. 3RD 15 +16 46 RT. •• 40• 2' G.E. 40.92' 20 0 20 40 I.E. 38.00 oj" � �;:.:��� SLOPE LINE 1- -20 ' �:•:' SCALE FEET N.E. 3RD 15 +41 40' RT. P.T. ".< <t<': • :.c.: :!::'!::' % 0' : - r = >> <`` 72211 K 15 +19.98 P.T. a f( ' '_= ::• - 15 284 +46.37 P.O.C. _ CITY OF RENTON 2 %.' G � 6 :x:::O•:•:.:O•::':• :'•.• � 5 +92.77 P.O.T. DEPARTMENT OF PUBLIC WORKS CURB, GUTTER, S /DEWALKAND CATCH BBS /N "%N t I ..✓ N.E. 3RD STREET 50XED AF��9S y /GL BE 007E BY OTHERS. ow■�s ihe/as (SUNSET BLVD. TO MONTEREY DR.) MIA, +0p PAVING & DRAINAGE PLAN / r- DESIGNED: AM SyFFT _ LS LINE 286 +00 DRAWN: DJ DATE: 11�18�s4 FILE NAME: CEMENT CONCRETE $ SCALE: I" = 20' DRAWING NO. �...7 CURB & GUTTER R 405 -� `�'�e T CHECKED: MA ZW%k ALPHA Engineering Group, Inc. NO. REVISION BY APPR. DATE I APPROVED: SHEET: 10 OF: 28 r 18 17 18 15 14 13 12 11 10 9 8 7 6 NUPBOX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 R" 146 .34 0 i n Eo n ¢¢a O \%M astir° m ZZ wQ3m Soot NOTES: LEGEND (NEW) 1. FOR ROADWAY SECTIONS, PROFILE, ROCK WALL AND OTHER DETAILS 6. PATCH EXISTING ASPHALT PAVEMENT FOR PIPE TRENCHES PER CITY SEE SHEET 3. OF RENTON STANDARD PLAN H032. FULL DEPTH ASPHALT CONC. PAVEMENT CEMENT CONCRETE SIDEWALK, 2. FOR PAVEMENT REMOVAL, PAVEMENT PLANING AND OTHER REMOVAL 7. PIPE BEDDING SHALL CONFORM TO CITY OF RENTON STANDARDS 8063. ymm CURB AND GUTTER ITEMS AND UTILITY ADJUSTMENTS SEE SITE PREPARATION PLAN SHT. 7. 8. CONTRACTOR SHALL CONSTRUCT A SANITARY MANHOLE WITH OUTSIDE 2" ASPHALT CONC. OVER DROP CONNECTION AFTER VERIFIYING THE 8" SEWER PIPE IN THE FIELD 4" CRUSHED SURFACING BASE COURSE 3. ALL NEW CATCH BASINS SHALL BE PROVIDED WITH VANED GRATE AND AND AS DIRECTED BY THE ENGINEER. SANITARY MANHOLE AND OUTSIDE FRAME PER CITY OF RENTON STANDARD PLANS 6019 AND B020A. C DROP CONNECTION SHALL CONFORM TO CITY OF RENTON STANDARD �OlO ROCKERY 4. SEE CITY OF RENTON STANDARD PLAN 8020 FOR CATCH BASIN PLANS 6071 AND 8075. ALL INVERT ELEVATIONS SHALL BE VERIFIED NEW SPOT ELEVATION /FLOW LINE ELEVATION SOLID METAL COVER DETAIL. AND CALCULATED IN THE FIELD DURING CONSTRUCTION. CURB, 6!l7-TEh'AA129 SiOCWWI-K 5. CONTRACTOR SHALL CAREFULLY EXCAVATE AND EXPOSE EXISTING 9. INVERT ELEVATION SHOWN ARE CALCULATED TO CONSTRUCT 12" DIA. G(% / %H /�Z �30XED,A4�95 WILL 8" SEWER PIPE TO A MINIMUM OF 10' BEHIND THE PROPOSED PIPE BELOW EXISTING 8" HP GAS PIPE AND 24" STORM SEWER PIPE. BEOOV& B) .07f /SRS. ROCK WALL. CONTRACTOR SHALL VERIFY ALL EXISTING LOCATIONS AND ELEVATIONS BEFORE EXCAVATION. CONNECT 6" DIA. PERFORATED DRAIN PIPE TO NEW CATCH BASIN CB TYPE 1 p N.E. 3RD 16 +98 40 LT3 N.E. 3RD 18 +20 (40' LT.) �\ \\ K 22 +13.50 P.T. +— CEMENT CONCRETE G.E. 48.25' [BEGIN ER �� o0D CDRB AND GUTTER I.E. 45.40 \� N 11 L.F. 12" DIA. D.I. SANITARY MANHOLE NTH o\ \ \O! CLASS 52 PIPE, S =0.02 OUTSIDE DROP CONNECTION O CONNECT TO EXISTING (SEE NOTE 8) \ �� MANHOLE I.E. 45.18' �eRpN W r ik w L.F. 8" DIA. D.I. f. :y ASS 52 SEWER PIPE EE NOTE 8) K 17 +48 70 P.C. ROCKERY N.E. 3RD 18 +80 25' LT. END TAPER � MATCH EXISTING _ SLOPE LINE o N,, ` 4�2R /�� F "" 24"D . .. ...... . co 6- 2 s �s ................... ................. r6•µ. i s 3RD sT. /I �_ - � �_ -_ - - �-�� ��►��• :tom � CB TYPE 1 SEE NOTE 3 7 h 5 °" N.E. 3RD 17 +23 40 RT O G.E. 50.65' I.E. 46.70 j \ 160 L.F. 12" DIA. D.I. ' / w 8 eh j / ( CONNECT TO 0.0056 ' BEGIN TAPER 20 40' RT. SLOPE LINE N.E. 3RD 19 +40 25'-T. i i(SEE NOTE 9) END TAPER' i CONNECT EXISTING PIPE TO \ MATCH EXISTING' NEW MANHOLE 48 IN. DIA. N.E. 3RD 17 +80t (58't RT.) r _� f G.E. 54.04 REMOVE EXISTING CATCH i I.E.43.36 NW BASINS AND TANDON PIPE 0 \ LN 283 +42.42 TS / LS 283 +42.42 TS LL IL w w E z M LO = B _ tl o J �z (n z 0K) 11-' T2211 p i 20 0 20 40 2 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS N.E. 3RD STREET (SUNSET BLVD. TO MONTEREY DR.) E%PIRES 9/16/96 I PAVING & DRAINAGE PLAN DESIGNED: AIVi DATE: 11/18/94 FILE NAME: DRAWN: DJ y NO. MA SCALE: = 20' DRAWING NO. CHECKED: ALPHA Engineering Group, -The. REVISION BY APPR. DATE APPROVED: SHEET: 11 OF: 28 j� f ( I ( s i 19 18 - 17 16 15 14 13 12 11 10 9 8 7 6 MICRO-BOX 6 7 8 -9 10 11 12 13 14 15 16 17 18 19 R146- o 3 4 b 3 a i a U aw Na i �A O a m m� rn �.z Qo O f5 o O?M aai�cO �O ZZ 5oa� . Y S. `,�.� \� C NN ON El HOUSER WA � � � 3g — — — — ❑ cam\„ � — � S.�p,. v TRAFFIC ISLAND W/ ❑ °' \ TYPE A CURB °� 2 kkg8 5 1 SR169 1555 +93.90 P.T. yyx3y SjN. 155y4kg0 - LEGEND (NEW) - - - -- - - - -- - ® SIGN INSTALLATION 24" WHITE, BROKEN LINE TYPE 1 DOUBLE WHITE, TYPE 1 & & TYPE 2e LANE MARKERS k °`TYPE 2e LANE MARKERS 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 R146- 03 4 7 BILLBOARD NOTES: — — — x— x— .— x— x — = —< —. 2 -■ —x— — — 2 o 12 1 1. FOR CHANNELIZATION MARKERS DETAILS SEE CITY OF 12 WHITE, THERMOPLASTIC TRAFFIC ARROW (TYP.) RENTON STANDARD PLANS H001 AND H002. 2. RAISED PAVEMENT MARKERS (RPM) SHALL CORRESPOND TO CITY OF RENTON STANDARD PLAN H007. \ 3. THERMOPLASTIC SYMBOLS SHALL CORESPOND TO CITY OF AL3' 75 +51.85 P.T. 1yy4k2� RENTON STANDARD PLANS H008, H009, H010 AND H012. WHITE, THERMOPLASTIC RAILROAD CROSSING SYMBOL (TYP.) 4. FOR SIGNING AND SIGNAL POLES AND MAST ARM SEE SHEET 16.E 5. FOR SIGN DETAILS SEE SHEET 22. SIDENlAL` TRAFFIC ISLAND W /TYPE A CURB / � 3X18 6" WHITE PAINT STRIPE 155A }36 Si P- �y5 sip'. \ WHITE, BROKEN LINE TYPE 1 & TYPE 2e LANE MARKERS AL3' 72 +97.87 P.T. \ AL3' 73 +76.14 P.C. SIDE \ '2'sa DOUBLE WHITE, TYPE 1 & 4 a TYPE 2e LANE MARKERS 12D e ' WHITE, THERMOPLASTIC `� PREFERENTIAL p MATCH EXISTING 1 d \ CHANNELIZATION 1 ' 14! 1 I \ TRAFFIC ARROW (TYP.) a SR900 5 +93.50 P.C. N 72-4- 00 7 +00 AL3' LINE_ 3po �Ak,i 90'R r s I I F $11 + �a ct) z 120'R % 12:p W 6" WHITE PAI STRIPE- Q M •."�,.� _ N 30 � s• �e I � 24" WHITE, THERM STIC o w r• o Z h S' r 00 `• J �2pR O STOP BAR (TYP.) J 80'R ` _ �► + M Cp N •" 150'R 6 +00 150'R SUNSET Rp�� SLA) 1 EXISTING N LU ^ +¢ �lll N °50'37. LINE WHITE, TYPE 1 O 0 CHyN IZA ION `r + 31 "� I BLS N 3337'24.p� LANE MARKER (TYP.) /� o _ v ¢ O -� / ' >_ v� W c� Q LO _ L + co m co m ¢ LO + 0) r -.� SR 405 _` 2 7 L m Q m ,+ u� d Q + C/) — Q y� SR900 4 +09.77 P.O.T. o SR169 1552 +03.00 P.O.C. _ .. _ LN N ® LINE 33 "3723 LN 275 +40.23 P.O.T. °� SR169 1553 +23.15 P.O.C. = SR900 3 +57.76 P.O.T. DOUBLE YELLOW, TYPE 1 rn & TYPE 2d LANE MARKERS 9, E o Q ' DOUBLE WHITE, TYPE 1 & TYPE 2e LANE MARKERS 27 oQ 15 13' Io�ts7$6° CITY OF RENTON 12. 12.5' ° ten`° �ssIONALG`� 12' 11' 2' 6, �'� -•�y� DEPARTMENT OF PUBLIC WORKS 20 0 20 40 + N i ° �IR�9�18�96 BRONSON WAY N. (HOUSER WAY TO SUNSET BLVD.) SCALE FEET �� CHANNELIZATION AND SIGNING PLAN DESIGNED: AM DATE: 11/18/94 FILE NAME: DRAWN: �' CHECKED: MA SCALE: 1" = 20' DRAWING NO. Vft _ 4i_ 22® 1 ® ALPHA T Engineering Group, LnC. NO. REVISION BY APPR. DATE APPROVED: SHEET: 12 OF: 28 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 R146- 03 4 7 3 0 Eo ao �M J VI O1Zo W E ¢O ZZ 5W W' �000 WIRE SCHEDULE LEGEND (NEW) CONDUIT CONDUCTORS i CONSTRUCTION NOTES 2" 2 #8 � NOTES: ® SIGN INSTALLATION 1. FOR CHANNELIZATION MARKERS DETAILS SEE CITY OF O INSTALL SIGN STRUCTURE No. 1 AT STA. 10 +24 RENTON STANDARD PLANS H001 AND H002. WIRE NOTE ON CENTERLINE. 2. RAISED PAVEMENT MARKERS (RPM) SHALL CORRESPOND TI O INTERCEPT EXISTING ILLUMINATION CONDUIT ON ILLUMINATION JUNCTION BOX PER CI 2 TO CITY OF RENTON STANDARD PLAN H007. ® STD. DWGS. J007 AND J008_ WEST SIDE OF SUNSET BLVD AND EXTEND CONDUIT 3. THERMOPLASTIC SYMBOLS SHALL CORESPOND TO CITY OF INTO NEW JUNCTION BOX. SPLICE NEW WIRING RENTON STANDARD PLANS H008, H009, H010 AND H012. — — — CONDUIT AND WIRE FOR SIGN LIGHTING TO EXISTING CIRCUIT TO MAINTAIN CONTINUITY. I I 4. FOR SIGN DETAILS SEE SHEET 22. 5. FOR SIGN SUPPORT STRUCTURES, LAYOUT AND DETAILS SEE SHEETS 23 TO 28. 6. ALL CONDUITS UNDER TRAVELED ROADWAYS SHALL BE SCHEDULE 80 PVC. ALL OTHER CONDUIT MAY BE SCHEDULE 40 PVC. BRONSON WAY N. I N.E. 3RD ST. DOUBLE WHITE, TYPE 1 & an TYPE 2e LANE MARKERS N DOUBLE YELLOW, TYPE 1 & 04 + o TYPE 2D LANE MARKERS N o st + I` -I + Do N + rn + WHITE, BROKEN LINE TYPE 1 o + F F d & TYPE 2e LANE MARKERS o N � U) 2 d R a &" N ® o o N Z ^eN- 2° S w 72 D 12'D 72 'D w t2 °D '2 "D W 72 � t M in 1 1 SIGN STRUCTURE NO. 1 0 w w J c= � O2 I TYPE C CURB cn O®� _ ----- --- - - -- o - --- --- - -- - -- - -:�- — --- --- 0 I— °c 7 150'R ® 711 +00 � 7 +00 8+ _ _� _ �` SUNSET BLVD. N. e e _ _ '0 _6 < o -_ N 3'58'18.5" E SR900 LIN co (o t♦ TYPE C CURB TYPE A CURB 1 150'R of � •- N - L0 + ° - -H _ x `O cV 0 rn RELOCATE 21 x �� u !n WHITE, THERMOPLASTIC x _`x 2-D- + PREFERENTIAL LANE + ° — — — — a V) DOUBLE YELLOW, TYPE 1 & SYMBOL (TYP.) 00 � x M TYPE 2D LANE MARKERS d d a + 21 N N N rn oo + o+ x O+ + + SR900 7 +27.27 P.T. WHITE, THERMOPLASTIC � F F x`� TRAFFIC ARROW (TYP.) U) � � N � DOUBLE WHITE, TYPE 1 & WHITE, BROKEN LINE TYPE 1 TYPE 2e LANE MARKERS & TYPE 2e LANE MARKERS DOUBLE WHITE SKIP APPROACH ° � +QO TYPE 1 & TYPE 2e LANE MARKERS LINE N 3337'3, E _ SR 405 +00 20 0 20 40 0280 1"=20' SCALE FEET LN �� , OLIN =_ 33 °37'34" --- �.'swo ".{ _°°- -e qF cax � 7' E CITY OF RENTON °IFS I t�F' r(�T DEPARTMENT OF PUBLIC WORKS E%PlRE$ 9/18/98 BRONSON WY. /N.B..3R® BT> WIRE SCHEDULE RUN No. CONDUIT CONDUCTORS 1 2" 2 #8 I A I I' I A I I o f I I A I A I I 1 AL I I I IA I I I i I g1 9 118 117 16 115 14 13 12 11 10 9 8 7 6 M1 R OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 3 0 a Q V W a° MMa i a �+ Sz ao ON M ZO W � m Soo WIRE SCHEDULE RUN No. CONDUIT CONDUCTORS a m 24° WHITE, THERMOPLASTIC STOP BAR (TYP.) LEGEND (NEW) CONTINUE STRIPING 1 ® SIGN INSTALLATION I1= O io TO RAILROAD TRACKS STA. 13 ° SR900 13 +08.93 P.O.C. = ILLUMINATION JUNCTION BOX PER CITY I ® STD. DINGS. J007 AND J008. �- ( WHITE, THERMOPLASTIC +65 K 13 +87.92 P.O.T. I O3 INSTALL SIGN STRUCTURE No. 2 AT STA. 16 +78. RAILROAD CROSSING SYMBOL (TYP.) CONDUIT AND WIRE r WHITE, THERMOPLASTIC 4p• WHITE, BROKEN LINE TYPE 1 WHITE, BROKEN LINE TYPE 1 --MATCH EXtSTR1G I TRAFFIC ARROW (TYP.) w ¢ 2 r - N nD a- u� c+ M W Z & TYPE 2e LANE MARKERS i` O tf') + } SKIP APPROACH LINE + & TYPE 2e LANE MARKERS o _ 1 --� 10 RELOCATE N Y N to 2 SR900 11 +54.62 P.C. � a r 10 r — 0 20 40 M N � _ — �n 1•w— — — DOUBLE WHITE, TYPE 1 & R �� 3 GN STRUCTURE NO. 2 T2211 _ SUNSET ! N. � I ! TYPE 2e LANE MARKERS F O = - - - - -_ __ �• DOUBLE YELLOW, TYPE 1 CITY OF RENTON v } I AND 2d LANE MARKERS TEL 2 _------ DOUBLE WHITE SKIP -2 6 77, / S STq' SxsB 00 Tq, ISM APPROACH LINE TYPE 1 & STA. 13 +15 S- A. 13+ m TYPE 2C LANE MARKERS B "�- CHANNELIZATION AND SIGNING PLAN Q I o —� IJ' OO +� �7�5 4p�( ® /, _ M --T �2" TEMPORARY INERTIAL °_�- BARRIER TYPED 1 _ ALPHA Engineering Group, Inc. NO. REVISION BY w M cO WIRE SCHEDULE RUN No. CONDUIT CONDUCTORS 1 24° WHITE, THERMOPLASTIC STOP BAR (TYP.) LEGEND (NEW) 2 #8 1 ® SIGN INSTALLATION I1= O io j WHITE, THERMOPLASTIC CROSSWALK, I I N 10' WIDTH UNLESS OTHERWISE NOTED (TYP.) ® i m SEE STANDARD PLAN H012 WIRE NOTE M ° SR900 13 +08.93 P.O.C. = ILLUMINATION JUNCTION BOX PER CITY I ® STD. DINGS. J007 AND J008. �- ( Z K 13 +87.92 P.O.T. I O3 INSTALL SIGN STRUCTURE No. 2 AT STA. 16 +78. cn ) CONDUIT AND WIRE r WHITE, THERMOPLASTIC 4p• WHITE, BROKEN LINE TYPE 1 I --MATCH EXtSTR1G I TRAFFIC ARROW (TYP.) w ¢ 2 r - N nD a- u� c+ M W Z & TYPE 2e LANE MARKERS i` O tf') + } SKIP APPROACH LINE + 60' R�4 o _ 1 --� 10 RELOCATE N Y N to 2 CHANNELIZATIO � a r 10 r — 0 20 40 M N � _ — �n 1•w— — — 60' f R �� 3 GN STRUCTURE NO. 2 T2211 _ SUNSET ! N. � - - -- I'G 11 F O = - - - - -_ __ �• � CITY OF RENTON WIRE SCHEDULE RUN No. CONDUIT CONDUCTORS 1 2" 2 #8 Z 2 8 RE�CATE WEST SIDE OF SUNSET BLVD AND EXTEND CONDUIT cn a - _ — 1 3 i SEE SHEETS 23 TO 28. 0 I E 16+00 N 17'33'1 SR 900 16 +97 x \ FOR SIGN LIGHTING TO EXISTING CIRCUIT TO MAINTAIN CONTINUITY. 7. FOR LIGHTING STANDARD AND JUNCTION BOX DETAILS SEE CITY OF RENTON STANDARD PLANS J007, J008, STq '�_ O3 INSTALL SIGN STRUCTURE No. 2 AT STA. 16 +78. J009, J014, J015 AND J016. 7Sx6 4p• WHITE, BROKEN LINE TYPE 1 °�--- �_ --MATCH EXtSTR1G w & TYPE 2e LANE MARKERS ( 60' R�4 + 0 —�� CHANNELIZATIO � DOUBLE YELLOW, TYPE 1 20 0 20 40 DOUBLE WHITE, TYPE 1 & TYPE 2e LANE MARKERS 60' f R �� FEET yZD Wr �ew �crJr� T2211 _ SUNSET ! N. � K 15 +19.98 P.T. F O = - - - - -_ - - - -- �• � CITY OF RENTON v } N �$`� /� �fL DEPARTMENT KS / _------ N.E. 3RD STREET M q TC 77, / S STq' SxsB 00 Tq, ISM WIRES 9118/96 (SUNSET BLVD. TO MONTEREY DR.) ss B "�- CHANNELIZATION AND SIGNING PLAN Q I o —� -- + �, OO "•O �7�5 4p�( ® SCALE: 1" = 20' DRAWING NO. CHECKED. AM _ �2" TEMPORARY INERTIAL °_�- BARRIER TYPED 1 L0 ALPHA Engineering Group, Inc. NO. REVISION BY APPR. DATE APPROVED: SHEET: 14 OF: 28 60' Ry PLA"�R — " R x - O X -X•" WHITE THERMOPLASTIC PREFEREN AL DOUBLE YELLOW, TYPE 1 & TYPE 2d LANE MARKERS — — — � ® LANE SYMBOL (TYP.) _ �� x -- —a o 0 DOUBLE 0 +i p z ACP } & TYPE dLLA E MARKERS � 'r �x� 11 12' SR900 13 +68.55 P.T. ! NOTES: WHITE, TYPE 1 I WHITE, BROKEN LINE TYPE 1 1. FOR CHANNELIZATION MARKERS DETAILS SEE CITY OF '8 o r� LANE MARKER ( ST A 14+48 CONC. WALK & TYPE 2e LANE MARKERS RENTON STANDARD PLANS H001 AND H002. 50 300 2. RAISED PAVEMENT MARKERS (RPM) SHALL CORRESPOND m SUNSET CARS DOUBLE WHITE, TYPE 1 & TO CITY OF RENTON STANDARD PLAN H007. $ 71, / 8, 1k K 13 +97.18 P.C. TYPE 2e LANE MARKERS 3. THERMOPLASTIC SYMBOLS SHALL CORESPOND TO CITY OF 'L9 / Tq 7 I RENTON STANDARD PLANS H008, H009, H010 AND H012. x v) t� S q 1460 Tq, CONSTRUC110N NOTES 4. FOR SIGNING ON SIGNAL POLES AND MAST ARM SEE 74 E8 - SHEET 18. DOUBLE WHITE, TYPE 1 & -��_ e 9 R -2 O INTERCEPT EXISTING ILLUMINATION CONDUIT ON 5. FOR SIGN DETAILS SEE SHEET 22. TYPE 2e LANE MARKERS 2 8 RE�CATE WEST SIDE OF SUNSET BLVD AND EXTEND CONDUIT 6. FOR SIGN SUPPORT STRUCTURES, LAYOUTS AND DETAILS INTO NEW JUNCTION BOX. SPLICE NEW WIRING SEE SHEETS 23 TO 28. WHITE, BROKEN LINE TYPE 1 & TYPE 2e LANE MARKERS Sp' x \ FOR SIGN LIGHTING TO EXISTING CIRCUIT TO MAINTAIN CONTINUITY. 7. FOR LIGHTING STANDARD AND JUNCTION BOX DETAILS SEE CITY OF RENTON STANDARD PLANS J007, J008, STq '�_ O3 INSTALL SIGN STRUCTURE No. 2 AT STA. 16 +78. J009, J014, J015 AND J016. 7Sx6 4p• WHITE, BROKEN LINE TYPE 1 °�--- �_ 8. ALL CONDUITS UNDER TRAVELED ROADWAYS SHALL BE & TYPE 2e LANE MARKERS SCHEDULE 80 PVC. ALL OTHER CONDUIT MAY BE SCHEDULE 40 PVC. W9 -2(L) 7 DOUBLE YELLOW, TYPE 1 20 0 20 40 DOUBLE WHITE, TYPE 1 & TYPE 2e LANE MARKERS p & TYPE 2d LANE MARKERS 1 " =20' SCALE FEET yZD Wr �ew �crJr� T2211 8 72' f K 15 +19.98 P.T. F O = 77' f� t 77, STq LS 284 +46.37 P.O.C. = A� �� °FMS CITY OF RENTON �6X0o K 15 +92.77SP0. T. N �$`� /� �fL DEPARTMENT KS / N.E. 3RD STREET M q TC 77, / S STq' SxsB 00 Tq, ISM WIRES 9118/96 (SUNSET BLVD. TO MONTEREY DR.) ss CHANNELIZATION AND SIGNING PLAN p (LS UNE 286 -I- 00 DESIGNED: AM DATE: 11/18/94 FILE NAME: DRAWN: DJ "•O �7�5 4p�( ® SCALE: 1" = 20' DRAWING NO. CHECKED. AM ALPHA Engineering Group, Inc. NO. REVISION BY APPR. DATE APPROVED: SHEET: 14 OF: 28 tg I ( f I ALI I I' I I I I I A T I I I I T I I I IT I I I I I T1 19 18 17 16 15 14 13 12 11 10 9 8 7 6 Mi RO OX 6 7 8 9 10 11 12 13 14 15 16 17 18 1� 1 103 4 9 3 0 z U a ao 0 o o am �Qo O \/M ac��m z= w¢3m �000 WIRE SCHEDULE LEGEND (NEW) CONSTRUCTION NOTES CONDUCTORS 1 2" NOTES: ® SIGN INSTALLATION O4 INSTALL LUMINAIRE POLE WITH 3'x 7' CONCRETE PAD 1. FOR CHANNELIZATION MARKERS DETAILS SEE CITY OF WIRE NOTE PER CITY STD. DWGS. J007 AND JO08. LOCATE RENTON STANDARD PLANS H001 AND H002. POLE AT STA. 18 +20, 49.5' RT. INSTALL 12' 2. RAISED PAVEMENT MARKERS (RPM) SHALL CORRESPOND ® ILLUMINATION JUNCTION BOX PER CITY STD. DWGS. J007 AND J008. LUMINAIRE ARM AND 250 WATT HPS 240 VAC TYPE III MEDIUM CUTOFF FlXTURE MOUNTED AT 35 FEET. INSTALL TO CITY OF RENTON STANDARD PLAN H007. CITY OF RENTON LUMINAIRE NUMBER 1270 F. 3. THERMOPLASTIC SYMBOLS SHALL CORESPOND TO CITY OF LUMINAIRE POLE RENTON STANDARD PLANS H0118, H009, H010 AND H012. O INSTALL 2° CONDUIT RISER WITH WEATHERHEAD ON — — — CONDUIT AND WIRE EXISTING POLE. SPLICE NEW WIRING TO EXISTING 4. FOR SIGN DETAILS SEE SHEET 22. AERIAL CONDUCTORS TO MAINTAIN CIRCUIT CONTINUITY. 5. FOR SIGN SUPPORT STRUCTURES, LAYOUT AND DETAILS SEE SHEET 23 TO 28. WHITE, BROKEN LINE TYPE 1 6. FOR LIGHTING STANDARD AND JUNCTION BOX DETAILS & TYPE 2e LANE MARKERS SEE CITY OF RENTON STANDARD PLANS J007, J008, J009, J014, J015 AND J016. DOUBLE WHITE, TYPE 1 & TYPE 2e LANE MARKERS 7. ALL CONDUITS UNDER TRAVELED ROADWAYS SHALL BE n SCHEDULE 80 PVC. ALL OTHER CONDUIT MAY BE v SCHEDULE 40 PVC. DOUBLE YELLOW, TYPE 1 & + co Ln TYPE 2d LANE MARKERS \ K 22 +13.50 P.T. Q N � 0 20 �\ 2 R3 -7(R) rn o °c °s 15 eRONSOb e `` � w gYNF OK 17 +48.70 P.C. to ti� \ 'S WHITE, THERMOPLASTIC TRAFFIC ARROW (TYP.) 8 °s � ^ /C N 4V D 24 "D ,a o � ` 8'1NE s.�� h ,zs ` v 8'S 8"s-­_j U 16 ^0 ' -- NE 3RD ST< zo 0� 20 +00 19 +00 to I= NQ+ J 5 <y ti (V co 0 A_ � I co < 8'HP G N S'HP G 'rO l' WIRE SCHEDULE RUN No. CONDUIT CONDUCTORS 1 2" 2 #8 WHITE, BROKEN LINE TYPE 1 — — — _°%_ o — 1 5 & TYPE 2e LANE MARKERS--- LN 283 +42.42 TS r LS 283 +42.42 TS w � � w= w Z �� LO w o Z cn Jz z�M cn 2211 I A�O� R�r'sr w�" �//�y/, CITY OF RENTON 20 0 20 40 �sSIDxAi. EgG�`' DEPARTMENT OF PUBLIC WORKS 1 " =20' SCALE FEET IXPINES 9/1 E N.E. 3RD STREET I (SUNSET BLVD. TO MONTEREY DR.) CHANNELIZATION AND SIGNING PLAN DESIGNED: AM DATE: 11/18/94 FILE NAME: DRAWN: DJ CHECKED: MA SCALE: 1" = ZO' DRAWING No. Zwk ALPHA Engineering Group, Inc. NO. REVISION BY APPR. DATE APPROVED: SHEET: 15 OF: 2$ 18 17 16 15 14 13 12 11 10 9 8 7 6 MICR O OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2 Rl 5u 3 0 i c� w _ao aM N� N � N M ZO Z w 3 Soo° PHASING SEQUENCE EXIST. PROPOSED LEGEND ® ® SIGNAL CONTROLLER ® ® SERVICE CABINET *03 IS A DUMMY PHASE FOR RR & EMERGENCY PREEMPTION ONLY. EMERGENCY VEHICLE PREMPTION CHANNEL A = 03 (DUMMY, OLC +OLD) CHANNEL B = 02 +OLB +05 +C (CHANNEL C 0 HOUSER) CHANNEL C = 04 +OLA +OLB +C (CHANNEL C 0 HOUSER) CHANNEL D = NOT USED RAILROAD PREEMPTION PHASING TDAPLe PI DC DTAI AL3' 73 +76.14 01 A- 12" 05 RED 12" ® ® JUNCTION BOX -TYPE 1 (DUMMY) .� IN PLACE. INSTALL TYPE III SIGNAL POLE COMPLETE WITH LUMINAIRE O INTERCEPT EXISTING CONDUIT RUN AND EXTEND" YELLOW 12" 0 p JUNCTION BOX - TYPE 2 7 G YELLOW FIXTURE MOUNTED AT 35 FT. INSTALL 35 FT. MAST ® BRING NEW CONDUIT RUNS INTO EXISTING JUNCTION BOX. 0 ARM WITH THREE VEHICLE HEADS USING TYPE "L" SPLICE ILLUMINTION WIRING TO EXISTING WIRING TO m ® JUNCTION BOX - TYPE 3 MAINTAIN CIRCUIT CONTINUITY. VEHICLE VEHICLE SIGNAL HEAD SIGNAL HEADS A I D 06 EXISTING SIGNAL POLE AND APPURTENANCES TO REMAIN 10 DISCONNECT AND REMOVE ALL EXISTING WIRING FROM SIGNAL POLE W /LUMINAIRE ARM IN PLACE. 02 B m INTERCONNECT CABLE FROM THE HOUSER AVE. /BRONSON WITH ONE FIBER OPTIC PEDESTRIAN HEAD AND ONE LUMINAIRE POLE PEDESTRIAN PUSHBUTTON. TO CONTROLLER TERMINALS AND REPLACE FAIL SAFE OS INSTALL TYPE SO SIGNAL POLE COMPLETE WITH LUMINAIRE MONITOR. SEE SPECIAL PROVISIONS. PEDESTRIAN POLE SEE SHEET 21 FOR CONTINUATION OF CONDUIT RUN. S EE FIXTURE MOUNTED AT 35 FEET. INSTALL 55 FOOT MAST ARM WITH FOUR VEHICLE HEADS USING TYPE "L" 12 BRING NEW CONDUIT RUNS INTO EXISTING JUNCTION BOX. -X3- EMERGENCY PREEMPTION DETECTOR 03 (DUMMY) I I NOT USED 07 6 PEDESTRIAN SIGNAL HEAD 70' e7 '► y2 "D 4— 1— VEHICLE SIGNAL HEAD 12 "D A 4� 4t VEHICLE SIGNAL HEAD 04 _ ` —i NOT USED 08 I -o-I SIGN ON MAST ARM B 84 6' X 6' INDUCTION LOOP CONDUIT AND WIRE VEHICLE MOVEMENT �1 POLE NUMBER PEDESTRIAN MOVEMENT - -� OVERLAPPED MOVEMENT O CONSTRUCTION NOTE OVERLAP A = 01 + 04 11 WIRE NOTE OVERLAP B = 02 + 04 SIGN INSTALLATION NOTE OVERLAP C = 01 + 03 OVERLAP D - 03 06 1O (SEE SHT. 22) *03 IS A DUMMY PHASE FOR RR & EMERGENCY PREEMPTION ONLY. EMERGENCY VEHICLE PREMPTION CHANNEL A = 03 (DUMMY, OLC +OLD) CHANNEL B = 02 +OLB +05 +C (CHANNEL C 0 HOUSER) CHANNEL C = 04 +OLA +OLB +C (CHANNEL C 0 HOUSER) CHANNEL D = NOT USED RAILROAD PREEMPTION PHASING TDAPLe PI DC DTAI AL3' 73 +76.14 �12D L 8 8 � 7Akp0 �� 0 CONSTRUCTION NOTES 12" 03 01,06 RED 12" O EXISTING SIGNAL POLE AND APPURTENANCES TO REMAIN O6 INSTALL 6' x 6' LOOP DETECTOR. 9 O2 IN PLACE. INSTALL TYPE III SIGNAL POLE COMPLETE WITH LUMINAIRE O INTERCEPT EXISTING CONDUIT RUN AND EXTEND" YELLOW 12" ARM AND 250 WATT HPS 240 VAC TYPE III MED. CUTOFF CONDUIT INTO NEW JUNCTION BOX. \ 7 G YELLOW FIXTURE MOUNTED AT 35 FT. INSTALL 35 FT. MAST ® BRING NEW CONDUIT RUNS INTO EXISTING JUNCTION BOX. 0 ARM WITH THREE VEHICLE HEADS USING TYPE "L" SPLICE ILLUMINTION WIRING TO EXISTING WIRING TO GREEN 12" MOUNTING & ONE EMERGENCY DETECTOR. INSTALL TWO MAINTAIN CIRCUIT CONTINUITY. VEHICLE VEHICLE SIGNAL HEAD SIGNAL HEADS VEHICLE HEADS ON POLE USING TYPE H MOUNTING AND ONE TERMINAL CABINET. O SPLICE NEW HOME RUN CABLE TO EXISTING LOOP WIRES. 1 O3 EXISTING SIGNAL POLE AND APPURTENANCES TO REMAIN 10 DISCONNECT AND REMOVE ALL EXISTING WIRING FROM 8 IN PLACE. CONTROLLER EXCEPT RAILROAD PREEMPTION CABLE, • m INTERCONNECT CABLE FROM THE HOUSER AVE. /BRONSON WITH ONE FIBER OPTIC PEDESTRIAN HEAD AND ONE WAY INTERSECTION AND POWER. CONNECT NEW WIRING PEDESTRIAN PUSHBUTTON. TO CONTROLLER TERMINALS AND REPLACE FAIL SAFE OS INSTALL TYPE SO SIGNAL POLE COMPLETE WITH LUMINAIRE MONITOR. SEE SPECIAL PROVISIONS. �12D L 8 8 � 7Akp0 �� 0 -�� 2 20 0 20 40 SCALE FEET SR169 1552 +03.00 P.O.C. _ LN 275 +40.23 P.O.T. EL 4 / 1 "7\ o • CONSTRUCTION NOTES 12" 03 01,06 RED 12" O EXISTING SIGNAL POLE AND APPURTENANCES TO REMAIN O6 INSTALL 6' x 6' LOOP DETECTOR. 9 O2 IN PLACE. INSTALL TYPE III SIGNAL POLE COMPLETE WITH LUMINAIRE O INTERCEPT EXISTING CONDUIT RUN AND EXTEND" YELLOW 12" ARM AND 250 WATT HPS 240 VAC TYPE III MED. CUTOFF CONDUIT INTO NEW JUNCTION BOX. \ 7 G YELLOW FIXTURE MOUNTED AT 35 FT. INSTALL 35 FT. MAST ® BRING NEW CONDUIT RUNS INTO EXISTING JUNCTION BOX. 0 ARM WITH THREE VEHICLE HEADS USING TYPE "L" SPLICE ILLUMINTION WIRING TO EXISTING WIRING TO GREEN 12" MOUNTING & ONE EMERGENCY DETECTOR. INSTALL TWO MAINTAIN CIRCUIT CONTINUITY. VEHICLE VEHICLE SIGNAL HEAD SIGNAL HEADS VEHICLE HEADS ON POLE USING TYPE H MOUNTING AND ONE TERMINAL CABINET. O SPLICE NEW HOME RUN CABLE TO EXISTING LOOP WIRES. 1 O3 EXISTING SIGNAL POLE AND APPURTENANCES TO REMAIN 10 DISCONNECT AND REMOVE ALL EXISTING WIRING FROM ' ?S IN PLACE. CONTROLLER EXCEPT RAILROAD PREEMPTION CABLE, O4 INSTALL TYPE PPB PEDESTRIAN SIGNAL POLE COMPLETE INTERCONNECT CABLE FROM THE HOUSER AVE. /BRONSON WITH ONE FIBER OPTIC PEDESTRIAN HEAD AND ONE WAY INTERSECTION AND POWER. CONNECT NEW WIRING PEDESTRIAN PUSHBUTTON. TO CONTROLLER TERMINALS AND REPLACE FAIL SAFE OS INSTALL TYPE SO SIGNAL POLE COMPLETE WITH LUMINAIRE MONITOR. SEE SPECIAL PROVISIONS. ARM AND 250 WATT HPS 240 VAC TYPE 111 MED. CUTOFF 11 SEE SHEET 21 FOR CONTINUATION OF CONDUIT RUN. S EE FIXTURE MOUNTED AT 35 FEET. INSTALL 55 FOOT MAST ARM WITH FOUR VEHICLE HEADS USING TYPE "L" 12 BRING NEW CONDUIT RUNS INTO EXISTING JUNCTION BOX. MOUNTING AND ONE EMERGENCY PREEMPTION DETECTOR. INSTALL ONE TERMINAL CABINET ON POLE. 6 -�� 2 20 0 20 40 SCALE FEET SR169 1552 +03.00 P.O.C. _ LN 275 +40.23 P.O.T. EL 4 / 1 "7\ o • ®® 12" 0 RED 12" 0 RED 12" OEM= RED 12" � 12" 0 YELLOW 12" 0 YELLOW 12" • YELLOW 12" 7 G YELLOW 12" 0 GREEN 12" 0 GREEN 12" a GREEN 12" 0 GREEN VEHICLE SIGNAL HEADS VEHICLE VEHICLE SIGNAL HEAD SIGNAL HEADS VEHICLE PEDESTRIAN SIGNAL HEAD SIGNAL HEADS 7,8,12,13 - 5 9,14,15 6 17 MAY BE SCHEDULE 40 PVC. ' ?S 5. HEAD NO'S. 5 & 6 SHALL BE OPTICALLY PROGRAMMED ° HEADS. 6. SEE SHEET 22 FOR SIGN DETAILS. 6 4 SR900 5 +93..50 P.C. Dl 0 6 P 70' e7 y2 "D — 12 "D -�� 2 20 0 20 40 SCALE FEET SR169 1552 +03.00 P.O.C. _ LN 275 +40.23 P.O.T. EL 4 / 1 "7\ o • ' 5+00 SUNSET BLVD N 6 +00 ' N 31-5 37.9" E RQp LLNF 11 � J w( 0 > � 152 24 25 SR169 1553 +23.15 P.O.C. _ 11 4 f 26 SR900 3 +57.76 P.O.T. _ I �i — m C 9 LS LINE j 92 91 N 33 °37' E I11 2 SR 405 L N "°L�E i���� ' I s 27 28 29 33 °37'23.9" E 9 -YWl� c CITY OF RENTON door. tsTb'Et��@`�w —_/ DEPARTMENT OF PUBLIC WORKS �S3IONdL � 0 •�/ WAY / E%PRES9/,8,9A / BRONSON �I AY Ns (BRONSON WAY /SUNSET BLVD. - SR900) SIGNAL & ILLUMINATION PLAN DESIGNED: CE DATE: 11/18/94 FILE NAME: DRAWN: Di CHECKED: AM SCALE: 1" = 20' ORAWING NO. Inc. ® ALPHA Engineering Group, NO. REVISION BY APPR. DATE APPROVED: SHEET: 16 OF: 28 M -! / - ?ts/ 9 18 17 18 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 SIGNAL HEAD DISPLAY 12" 0 RED 12" 0 RED 12" 0 RED 12" (3 RED 12" 0 YELLOW 12" 0 YELLOW 12" • YELLOW 12" 7 G YELLOW 12" 0 GREEN 12" 0 GREEN 12" a GREEN 12" 0 GREEN VEHICLE SIGNAL HEADS VEHICLE VEHICLE SIGNAL HEAD SIGNAL HEADS VEHICLE PEDESTRIAN SIGNAL HEAD SIGNAL HEADS 7,8,12,13 - 5 9,14,15 6 17 ' 5+00 SUNSET BLVD N 6 +00 ' N 31-5 37.9" E RQp LLNF 11 � J w( 0 > � 152 24 25 SR169 1553 +23.15 P.O.C. _ 11 4 f 26 SR900 3 +57.76 P.O.T. _ I �i — m C 9 LS LINE j 92 91 N 33 °37' E I11 2 SR 405 L N "°L�E i���� ' I s 27 28 29 33 °37'23.9" E 9 -YWl� c CITY OF RENTON door. tsTb'Et��@`�w —_/ DEPARTMENT OF PUBLIC WORKS �S3IONdL � 0 •�/ WAY / E%PRES9/,8,9A / BRONSON �I AY Ns (BRONSON WAY /SUNSET BLVD. - SR900) SIGNAL & ILLUMINATION PLAN DESIGNED: CE DATE: 11/18/94 FILE NAME: DRAWN: Di CHECKED: AM SCALE: 1" = 20' ORAWING NO. Inc. ® ALPHA Engineering Group, NO. REVISION BY APPR. DATE APPROVED: SHEET: 16 OF: 28 M -! / - ?ts/ 9 18 17 18 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 GENERAL NOTES: 1. VEHICLE HEADS 7,8,9,12,13,14 & 15 SHALL BE CONVENTIONAL HEADS WITH TUNNEL VISORS - SIDEWALK. AND SQUARE DOORS. 2. ALL PEDESTRIAN HEADS SHALL BE FIBER OPTIC HEADS 6 WITH TYPE E MOUNTIING HARDWARE. 3. SEE SHEET 4 FOR SIGNAL REMOVAL ITEMS. 4. ALL CONDUITS UNDER TRAVELED ROADWAYS SHALL BE SCHEDULE 80 PVC ALL OTHER CONDUITS SIDEWALK MAY BE SCHEDULE 40 PVC. ' ?S 5. HEAD NO'S. 5 & 6 SHALL BE OPTICALLY PROGRAMMED ° HEADS. 6. SEE SHEET 22 FOR SIGN DETAILS. 6 4 SR900 5 +93..50 P.C. Dl 0 6 P 70' e7 y2 "D — 12 "D ' 5+00 SUNSET BLVD N 6 +00 ' N 31-5 37.9" E RQp LLNF 11 � J w( 0 > � 152 24 25 SR169 1553 +23.15 P.O.C. _ 11 4 f 26 SR900 3 +57.76 P.O.T. _ I �i — m C 9 LS LINE j 92 91 N 33 °37' E I11 2 SR 405 L N "°L�E i���� ' I s 27 28 29 33 °37'23.9" E 9 -YWl� c CITY OF RENTON door. tsTb'Et��@`�w —_/ DEPARTMENT OF PUBLIC WORKS �S3IONdL � 0 •�/ WAY / E%PRES9/,8,9A / BRONSON �I AY Ns (BRONSON WAY /SUNSET BLVD. - SR900) SIGNAL & ILLUMINATION PLAN DESIGNED: CE DATE: 11/18/94 FILE NAME: DRAWN: Di CHECKED: AM SCALE: 1" = 20' ORAWING NO. Inc. ® ALPHA Engineering Group, NO. REVISION BY APPR. DATE APPROVED: SHEET: 16 OF: 28 M -! / - ?ts/ 9 18 17 18 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 3 0 0 rc 3 w a �o ,$o N M N � j m 2 \Qp � N F O \/ z Soo rq® - 4l-z2ll 20 19 � � � 118 1r7 18 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 9� 10 1,1 12 113 14 15 16 117 18 3 ° i ° w u, i ao N aD /i �<° 0 a�tim a ..Zz m Soot PHASING SEQUENCE SIGNAL HEAD DISPLAY LEGEND 12" O RED 12- O YELLOW 12" O RED 12" � YELLOW 12" e RED 12" Q YELLOW 1 1 12 EXIST. PROPOSED - 10 VEHICLE MOVEMENT ( CONDUIT AND WIRING SCHEDULE (SEE GENERAL NOTE 4) 18 17 16 15 14 ® ® SIGNAL CONTROLLER ► PEDESTRIAN MOVEMENT 12" 9 GREEN O INSTALL TYPE III SERVICE CABINET AND ASSOCIATED EQUIPMENT ON NEW FOUNDATION. D RELOCATE EXISTING LUMINAIRE POLE ON NEW FOUNDATION AT SAME STATION 60.5' LT. ® INTERCEPT EXISTING CONDUIT ® APPROXIMATELY STA. 16 +28 AND EXTEND CONDUIT INTO NEW JUNCTION BOX. SPLICE NEW WIRING TO EXISTING ® ® SERVICE CABINET ao RUN NO RACEWAY 1 DET EMPT SIG HD ® ® JUNCTION BOX - TYPE 1 ILL F#2 OWER 21,22,23 PAIRS 2CS m O JUNCTION BOX - TYPE 2 16 6PRCC #8 I �7 �8 m 0 JUNCTION BOX - TYPE 3 02 06 1 !- �u -�'�p SIGNAL POLE WAUMINAIRE ARM EMERGENCY I +X LUMINAIRE POLE VEHICLE PREMPTION l- co- PEDESTRIAN POLE CHANNEL A = 02 1 03 04 _)E xi­ EMERGENCY PREEMPTION DETECTOR CHANNEL B = 06 CHANNEL C = 04 +07 °"- �*'- PEDESTRIAN SIGNAL HEAD CHANNEL D = 03 +08 VEHICLE SIGNAL HEAD GENERAL NOTES DRAWING NO. DATE APPROVED: SHEET: 18 OF: 28 VEHICLE SIGNAL HEAD 1. ALL VEHICLE HEADS SHALL BE CONVENTIONAL HEADS BY SIGN ON MAST ARM WITH TUNNEL VISORS AND SQUARE DOORS. 1-1 F841 6' X 6' INDUCTION LOOP 2. ALL PEDESTRIAN HEADS SHALL BE FIBER OPTIC HEADS _ _ — CONDUIT AND WIRE WITH TYPE E MOUNTIING HARDWARE. 3. SEE SHEET 6 FOR SIGNAL REMOVAL ITEMS. ®1 POLE NUMBER 4. ALL CONDUITS UNDER TRAVELED ROADWAYS SHALL BE Ot CONSTRUCTION NOTE SCHEDULE 80 PVC. ALL OTHER CONDUITS MAY BE SCHEDULE 40 PVC. f 11 WIRE NOTE Q 5. SEE SHEET 22 FOR SIGN DETAILS O SIGN INSTALLATION NOTE .1 m b ° ($EE SHT. 22) 12 "D e, 10kq.� 1� I ISR900 13 +8.93 P,O.C. R _ I K 13 +87.92 P.O.T, I i R /6 ( ¢ I14 SR900 13 +68.55 P.T, I( TYP. 1 �z' 10 . I D m `� MUM-0011"11119 5-7900 11 +54.62 P.C. K 13 +97.18 P.C. -------------------- - - - - -- ----- - - - - -- I ----------- - - - - -- 96SUNSET BLVD. N. 154' °0 TYP. co 10 W m N 0 IN 16 SIGNAL HEAD DISPLAY ��v- sro -z2a 12" O RED 12- O YELLOW 12" O RED 12" � YELLOW 12" e RED 12" Q YELLOW 1 1 12 I d Al, I I I I I I I A CONDUIT AND WIRING SCHEDULE (SEE GENERAL NOTE 4) 18 17 16 15 14 #12 10 9 8 7 6 PRE— 12" 9 GREEN O INSTALL TYPE III SERVICE CABINET AND ASSOCIATED EQUIPMENT ON NEW FOUNDATION. D RELOCATE EXISTING LUMINAIRE POLE ON NEW FOUNDATION AT SAME STATION 60.5' LT. ® INTERCEPT EXISTING CONDUIT ® APPROXIMATELY STA. 16 +28 AND EXTEND CONDUIT INTO NEW JUNCTION BOX. SPLICE NEW WIRING TO EXISTING TER— VEHICLE VEHICLE ao RUN NO RACEWAY TWISTED DET EMPT SIG HD POWER C ILL F#2 OWER 21,22,23 PAIRS 2CS 3CS 5C 16 6PRCC #8 SIGNAL &ILLUMINATION PLAN 16 `.� - L . 0 a a a 0 e ^�� ,,f�I.c� t 1 �► /5\ A8 - / O /. m It ' SIGNAL HEAD DISPLAY ��v- sro -z2a 12" O RED 12- O YELLOW 12" O RED 12" � YELLOW 12" e RED 12" Q YELLOW 1 1 12 I d Al, I I I I I I I A 9 18 17 16 15 14 13 12 11 10 9 8 7 6 `.� - L . 0 a a a 0 e ^�� ,,f�I.c� t 1 �► /5\ A8 - / O /. m It ' "4. 16+00 NSE 13 N. SR9 — — SIGNAL HEAD DISPLAY � 12" O RED 12- O YELLOW 12" O RED 12" � YELLOW 12" e RED 12" Q YELLOW 1 1 12 O P 12" O GREEN 12" GREEN 12" ® GREEN a 20 0 20 40 1"=20' MMENIM011 SCALE FEET 22 23 B 12" 9 GREEN O INSTALL TYPE III SERVICE CABINET AND ASSOCIATED EQUIPMENT ON NEW FOUNDATION. D RELOCATE EXISTING LUMINAIRE POLE ON NEW FOUNDATION AT SAME STATION 60.5' LT. ® INTERCEPT EXISTING CONDUIT ® APPROXIMATELY STA. 16 +28 AND EXTEND CONDUIT INTO NEW JUNCTION BOX. SPLICE NEW WIRING TO EXISTING 10 TYP. VEHICLE VEHICLE VEHICLE PEDESTRIAN SIGNAL HEADS SIGNAL HEADS SIGNAL HEADS SIGNAL HEADS 1,4,5,6,8,11,12,13,14 2,9 3,7,10,15 16,17,18,19,20, 15 NEW CONDUIT, SPLICE. 16 SEE SHEET 21 FOR CONTINUATION OF CONDUIT RUN. 17 DISCONNECT EXISTING LOOP DETECTOR. 21,22,23 "4. 16+00 NSE 13 N. SR9 — — Y I I A I I IA I I I IA I I I I l Zi I'm R0 OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 4 - L7 1 � I PLANTER 1 1 12 P 1T`R 2 11 L a �r�x x� —a o 0. ° a 20 0 20 40 1"=20' MMENIM011 SCALE FEET 22 23 B i 11 ACP 2 12 CONSTRUCTION NOTES INSTALL TYPE III SIGNAL POLE COMPLETE WITH LUMINAIRE ARM AND 250 WATT HPS 240 VAC TYPE III MED. CUTOFF FIXTURE 9 MOUNTED AT 35 FEET. INSTALL 42 FOOT MAST ARM WITH FOUR VEHICLE HEADS USING TYPE "L' MOUNTING AND ONE EMERGENCY O INSTALL TYPE III SERVICE CABINET AND ASSOCIATED EQUIPMENT ON NEW FOUNDATION. D RELOCATE EXISTING LUMINAIRE POLE ON NEW FOUNDATION AT SAME STATION 60.5' LT. ® INTERCEPT EXISTING CONDUIT ® APPROXIMATELY STA. 16 +28 AND EXTEND CONDUIT INTO NEW JUNCTION BOX. SPLICE NEW WIRING TO EXISTING 10 TYP. PREEMPTION DETECTOR . INSTALL TWO PEDESTRAIN HEADS AND TWO PEDESTRIAN PUSHBUTTON ASSEMBLIES. INSTALL ONE VEHICLE HEAD ON SIGNAL POLE USING TYPE K MOUNTING AND ONE TERMINAL CABINET. TO MAINTAIN CIRCUIT CONTINUITY. O RELOCATE EXISTING SIGNAL POLE AND EMERGENCY PREEMPTION DETECTOR AT SAME STATION. INSTALL NEW FOUNDATION. 2 7 / f 7 ¢ X O2 INSTALL TYPE III SIGNAL POLE COMPLETE WITH LUMINAIRE ARM AND 250 WATT HPS 240 VAC. TYPE III MED. CUTOFF FIXTURE MOUNTED AT 35 FEET. INSTALL 32 FOOT MAST ARM WITH THREE VEHICLE HEADS USING TYPE "L" MOUNTING, AND TWO EMERGENCY PREEMPTION DETECTORS. INSTALL TWO PEDESTRIAN HEADS, TWO PEDESTRIAN PUSHBUTTON ASSEMBLIES AND ONE TERMINAL CABINET. 3O INSTALL TYPE Ili SIGNAL POLE COMPLETE WITH LUMINAIRE ARM 410 INSTALL 6'x6' LOOP DETECTOR. 11 BRING RING NEW CONDUIT INTO SPLICE NEW ILLUMININAT EXISTING STING JUNCTION BOX WIRING TO EXISTING TO MAINTAIN CIRCUIT CONTINUITY. 12 COORDINATE WITH PUGET POWER FOR POWER CONNECTION FROM VAULT. 13 REMOVE EXISTING HOME RUN CABLE AND SPLICE a < 15 +19.98 P.T. AND 250 WATT HPS 240 VAC. TYPE III MED. CUTOFF FIXTURE MOUNTED AT 35 FEET. INSTALL 42 FOOT MAST ARM WITH FOUR VEHICLE HEADS USING TYPE "L" MOUNTING AND ONE NEW CABLE TO EXISTING LOOP WIRES. 14 BRING NEW CONDUIT INTO EXISTING JUNCTION BOX. / f coNOV2 Aao ✓ucTroN BOX.W(T,% /!J BOXED AREAS W /LL BB OONE BY OTHERS EMERGENCY PREEMPTION DETECTOR. INSTALL TWO PEDESTRIAN HEADS, TWO PEDESTRIAN PUSHBUTTON ASSEMBLIES, AND ONE TERMINAL CABINET. - O INSTALL TYPE COMPLETE 15 NEW CONDUIT, SPLICE. 16 SEE SHEET 21 FOR CONTINUATION OF CONDUIT RUN. 17 DISCONNECT EXISTING LOOP DETECTOR. WATTIHPS 240 VAC. TYPEIII UTOMFNFIXTURE y�9 Wr e�� 1ca�'Gi MOUNTED AT 35 FEET. INSTALL 35 FOOT MAST ARM WITH THREE VEHICLE HEADS USING TYPE "L" MOUNTING. INSTALL TWO PEDESTRIAN HEADS, TWO PEDESTRIAN PUSHBUTTON CITY OF RENTON DEPARTMENT OF PUBLIC WORKS " °� �z / 4 �6Mo -tom �wti4 � �`VS�ONAL E�Dl ASSEMBLIES AND ONE TERMINAL CABINET. 5 INSTALL TYPE P CONTROLLER CABINET AND ASSOCIATED EQUIPMENT ON NEW FOUNDATION. N.E. 3RD STREET (N.E. 3RD ST. /SUNSET BLVD. — SR900) SIGNAL &ILLUMINATION PLAN 6 E%PIRES 9/t6/96 DESIGNED: CE DATE: 11/18/94 FILE NAME: DRAWN: DJ /6x90 AN ALPHA Engineering Group, Inc. CHECKED: AM SCALE: 1" = 20' DRAWING NO. DATE APPROVED: SHEET: 18 OF: 28 NO. REVISION BY APPR. Y I I A I I IA I I I IA I I I I l Zi I'm R0 OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 4 - IN71 Suh INTE 3 a 0 3 w rn a 0 Eo wm a�2i5� fJ 2 Z Soo INTERCONNECT FROM FACTORY/N.E 3RD ST. INTERSECTION " • r 2 INTERCONNECT FROM ® ®® MONTEREY/N E 3RD ST. 41C 49 o 1 2 Q INTERSECTION AWA �'3SiDxA1. �G` i 9 DQ'IRES 9/18/96 ® ALPHA Engineering Group, Inc. NO. REVISION BY APPR. CONTROLLER CABINET 923 02 CALL A 0 a 923 941 04 CALL C 99443 961 08 CALL B 8 a 99662 963 08 982 CALL D 983 18 1 821 822 HEADS 825 1,2,3,11 826 02 15 1 631 832 833 HEAD 635 638 03 12 11 1 841 643 HEADS 645 4,5,6 848 9 8 y °a w = 851 683 HEADS 885 8,9,10 868 06 A rs 871 872 673 HEAD 875 876 07 681 83 HEADS 885 12,13,14 868 08 721 HEADS 722 2223 02 724 PPB'S 725 22.23 741 HEADS 743 16,17 744 PPB'S o 745 16,17 6 = 761 HEADS 18.19 06 763 764 PPB'S 765 18,19 781 HEADS iff 20.21 783 784 PPB'S 785 20.21 08 a7 21,22,2425.26 02 927 27.28,28 8x37 31,32,33 03 936 937 34 847 41.42,43,44.45.46 04 z F 847 47,48,49 an 827 '62'83'85'66 w n. o w 67.68,69 876 71.72.73 47 976 n 74 w 61.62.83,84,85.86 08 987 87,68,89 521 1 522 2 v w Z ca FF5 a_ 523 3 524 4 525 5 528 6 527 7 528 8 529 9 530 10 531 11 532 12 501 AC+ 502 AC- a TO SERVICE Y OF RENTON IENT OF PUBLIC WORKS N.E. 3RD STREET (N. E. 3RD ST. /SUNSET BLVD. — SR900) SIGNAL WIRING DIAGRAM DESIGNED: CE DATE: 11/18/94 FILE NAME: DRAWN: DJ CHECKED: AM SCALE: DRAWING NO. APPROVED: SHEET: 19 OF: 28 fT I I I I f f f f T TI 19 1 18 1 17 1 16 1 15 1 14 . .13 1 12 11 1 10 9 9 8 8 7 7 6 M 3 w a Eo oia a N� aN �Qo O \ /erj d�C?� 4! <o m Soo° Or SE TO G\_ AOM MEAT v R Q- GP 9fP CD SIGNAL ARM 41 2 / ATTACHMENT POINT .. Q ,�' Q POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO OaPOINT LOCATION STATION ALL HANDHOLES AT 18& m POLE ORIENTATION AND ATTACHMENT POINT DETAIL PLAN VIEW EXAMPLE, SIGNAL STANDARD NO. 2, STATE ROUTE NO. SR 97, MP 69.09 d is -4 1/2" - POLE ATTACHMENT POINT ANGLES (deg) X X X X X I_ 2 9 9 9 9 x x x x STATE ROUTE NUMBERS SHALL BE A MINIMUM MILE POST NO. 2 C E1 E2 A B G1 G2 H 11 12 3' RD 3'SQ 4'RD 2 0 BRONSON WAY NORTH SUNSET 0 I I 2 o I I 0 I °D I I 0 I I - TYPE PPB TYPE PS TYPE I PPB POST PED. HEAD VEHICLE HEAD STANDARD STANDARD SIGNAL STANDARD IDENTIFICATION TAG DETAIL SIGNAL STANDARD NO. EXAMPLE, SIGNAL STANDARD NO. 2, STATE ROUTE NO. SR 97, MP 69.09 SIGNAL MAST ARM DATA is -4 1/2" - POLE ATTACHMENT POINT ANGLES (deg) X X X X X I_ 0 2 0 9 7 I 1 314' WINDLOAD AREA5 FT X Y XXX.xx x STATION OFFSET FT. LT. RT. P.O.A. 069.09 x x x x STATE ROUTE NUMBERS SHALL BE A MINIMUM MILE POST NO. OF 3/8' HIGH f- MASTARM SCHEMATIC ONLY 2 Q SPAN WIRE TO BE INSTALLED B1 B2 B3 B4 B5 i 2 P 2 b B6 - - b B7 B9 "B10 h b - - a o IF VERTICAL CLEARANCE a I or MINIMUM: 16' -6" Ph H Ir rb mmu9 3/8 "0 PLASTIC DRAIN TUBE - 3/4" CHAMFER. CV () I UNPAVED SURFACE N CLASS 3000 CONCRETE 8 #8 BARS EQUALLY SPACED LIMITS OF VERTICAL CLEARANCE REQUIREMENT Bo ROADWAY reH 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 Imo- 2 1/2" CL. \ 5' SQ. OR RD., OR 4' R LEGEND -GROUT PAD THICKNESS= NUT HT. +1" MAX. PAVED SURFACE z 2 �x _ as ° z w o o -2 1/2" CL. #4 HOOPS, RD. OR SQ. AT 1' -0" APPROX. CTRS. a. VEHICLE SIGNAL HEAD b. SIGN c. STREET NAME SIGN d. PRE -EMPT DETECTOR e. DELETED (10/22/90) f. LUMINAIRE g. PEDESTRIAN SIGNAL HEAD h. CABINET L PEDESTRIAN PUSH BUTTON ASSEMBLY I HANDHOLE SIGNAL STANDARD DETAIL CHART NO © FIELD LOCATION TYPE MOUNTING HGT. (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM(FIT) POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION DEPTH (FT) O REMARKS OFFSET DISTANCE FT)(Z (POLE Z TO ATTACH. PNT. WINDLOAD AREA5 FT X Y (X)(Y)(Z) STATION OFFSET FT. LT. RT. P.O.A. Al A2 61 62 B3 64 B5 B6 H7 69 610 611 61 62 B3 64 B6 67 69 610 611 TTL.(FT) 3 C C E1 E2 A B G1 G2 H 11 12 3' RD 3'SQ 4'RD BRONSON WAY NORTH SUNSET 1 EXISTING - - - - - - - - - - - - - - - - - - - - - - - - - EX - 2 SR169 1553 +56 64 - ✓ 0' III 19.5' 35 35 - 24 - 9 13 - - - 8 9.2 - 19.2 - 19.21 - - - 19.75 741 12 0 7 - 3 EXISTING - - - - - - - - 22 - 17 - - - - - - - 7.5 - 7.5 - - - - - - - - - - - - - - - - - EX - 4 SR169 1553 +24 38 ✓ - 270` PPB - - - - - - - - - - - - - - - - _ - - _ - _ - - - - - 225 - 45 270 - - - - 5 SR169 1553 +01 36 ✓ - 0' SD 18.5' 35 55 - 45 - 39 34 - 24 - 15 9.2 9.2 - 9.2 - 9.2 - 9.75 1600 10 0 - - - - - 135 - - - 13 - N.E. 3RD STREET SUNSET 1 SR900 13 +39 43 - ✓ 0' III 19.5' 35 42 - 33 - 27 22 - 10 - 5 19.2 - 9.2 - 9.2 - 9.2 - 7.5 1022 6 0 - - 135 45 225 135 0 270 - 7 - 2 NE 3RD 13 +34 34 ✓ - 0• III 20.0 35 32 - 22 - 11 12 - - - 7 9.2 - 11.6 - 9.2 - - - 9.75 728 6 0 - - - 45 225 135 0 270 - 7 - 3 SR900 12 +78 43 ✓ - 0' III 20.0 35 42 - 32 - 14 21 - 8 - 5 9.2 - 9.2 - 9.2 - 9.2 - 7.5 985 6 0 - - - 45 225 135 0 270 - 7 4 NE 3RD 14 +35 34 - / 0' III 20.0' 35 35 - 25 - - 14 - - - 7 9.2 - 11.6 - 9.2 - - - 9.75 809 6 0 - - - 45 225 135 0 270 - 7 - f FUTURE WIND LOAD OEM ANALPHA Engineering Group, Inc. E�IONAL �Gl / �'Q /6 EI(PIRES 9/18/96 T2211 19 18 17 18 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 0 a `w z a° 0 d M N� o a�tim w Qp ZZ 3k'c�m soo° N 3RD 13 +33 30' RT. CENTER OF 1' R. N 3RD 13 +38 33' RT. CENTER OF 1' R. SR900 12 +73 (46' LT.) I 5' R CENTER OF 0.5' R. 73' R. I g SR900 12 +69 (41' LT. CENTER OF 1' R. SR900 12 +79 (43.5'.L � SIGNAL POLE SR900 12 +78 52.3' LT. CENTER OF 5' R. 13 +00 SUNSET BLVD. N. - SR900 I o It= O (n 00� M IZ N. 3RD 13 +22 30' LT.) i CENTER OF 1' R. N. 3RD 13 +31 35.7' LT. 66 R. CENTER OF 2' R. 1 N.E. 3RD 13 +32 (34' LT.) 5' R. q SIGNAL POLE SR900 13+56.83 (46.5' LT.)I 60' R. 1 CENTER OF 2' R. SR900 13 +48 45' LT. 5' 1 CENTER OF 5' R. TYP. SR900 13 +65 41' LT. CENTER OF 1' R. 1 SR900 13 +8.93 P.O.C. _ 1 K 13 +87.92.P.O.T. I� Q OO U Q LL- �—wAY N. BRONSON D 2 2 J� �O INTERCONNECT PLAN NOT TO SCALE LEGEND EXIST. NEW ® m SIGNAL CONTROLLER ® ® SERVICE CABINET ® ® JUNCTION BOX - TYPE 1 11 WIRE NOTE CONDUIT AND WIRING SCHEDULE O Of RACEWAY DET 2CS INTER - CONNECT 6PR CC SR900 13 +36 43.5' RT. 2 / SIGNAL POLE SR 900 12 +69 40' LT. SR900 13 +37 (45' RT.) TYPE I CURB RAMP CENTER OF 5' R. SR900 12 +39 41' RT. / SR900 13 +50 41' LT. CENTER OF 1' R. CENTER OF 1' R. SR900 12 +69 45' RT. 5' CENTER OF 5' R. & rT7YP- SIGNAL POLE / 68' R. SR900 13 +44 (46' LT.) N.E. 3RD 14 +41 (29' LT.) CENTER OF 1' R. TYPE] CURB RAMP 5' R / N.E. 3RD 14 +33 37' LT. CENTER OF 1' R. Ac" 80' R. / 315.5' R. 257.5' R. Z 68' R. N.E. 3RD 14 +51 (30' LT.) i CENTER OF 1' R. N.E. 3RD 14 +80 30' RT. CENTER OF 1' R. N.E. 3RD 14 +64 (44' LT.) TYPE I CURB RAMP N.E. 3RD TRAFFIC ISLAND DETAIL SCALE: 1 " = 10' I� Q OO U Q LL- �—wAY N. BRONSON D 2 2 J� �O INTERCONNECT PLAN NOT TO SCALE LEGEND EXIST. NEW ® m SIGNAL CONTROLLER ® ® SERVICE CABINET ® ® JUNCTION BOX - TYPE 1 11 WIRE NOTE CONDUIT AND WIRING SCHEDULE RUN NO RACEWAY DET 2CS INTER - CONNECT 6PR CC 1 2 1 2 EX. 1 3 EX. 1 1 NOTE: ALL CONDUITS UNDER TRAVELED ROADWAYS SHALL BE SCHEDULE 80 PVC. ALL OTHER CONDUIT MAY BE SCHEDULE 40 PVC. CONSTRUCTION NOTES O SEE SHEET 18 FOR CONTINUATION OF CONDUIT & WIRING. O SEE SHEET 16 FOR CONTINUATION OF CONDUIT & WIRING. O REMOVE EXISTING INTERCONNECT WIRE AND PULL NEW INTERCONNECT WIRE FROM SUNSET BLVD. TO MONTEREY DR. O4 REMOVE EXISTING INTERCONNECT WIRE AND PULL NEW INTERCONNECT WIRE FROM SUNSET BLVD. TO FACTORY AVE. O5 INTERCEPT EXISTING CONDUIT @ APPROXIMATELY STATION 18 +86 AND EXTEND CONDUIT INTO NEW JUNCTION BOX. of of w w TYPE A BLOCK TRAFFIC CURB (nn N0. 3 DOWEL BAR o UJ 6" ®2' O.C. (TYP.) 6.. 2" ASPHALT CONCRETE CLASS B 6" CEMENT 4" CRUSHED SURFACING BASE COURSE CONCRETE } ,I{ TOP OF ASPH. CONC. PAVEMENT TYPICAL ASPHALT CONCRETE TYPICAL CEMENT CONCRETE TRAFFIC ISLAND DETAIL TRAFFIC ISLAND DETAIL Ir,22// _cO, a CITY OF RENTON �0e `tsTS�" a4� DEPARTMENT OF PUBLIC WORKS E%PIRE 99/18/96 BRONSON W Y. /N . E. 3 R® ST INTERCONNECT PLAN & ISLAND DETAILS DESIGNED: CE DATE: 11 /18/94 FILE NAME: DRAWN: DJ CHECKED: AM SCALE: DRAWING No. ALPHA Engineering Group, Inc. NO. REVISION BY APPR. DATE APPROVED: SHEET: 21 OF: 2U IT 9 18 17 18 15 14 13 12 11 10 9 8 7 6 MI R OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 3 0 0 v i N E- 1-6 pM U)90 pN \Q O ¢¢O O\�M 0_N6 p z° 3r >0 500 SIGN N0. 1 6" 0�5 SOUTH Seattle 10' -6" Tacoma SIGN NO. 2 CENTER OF SIGN TO BE LOCATED 25.5' FROM 9 OF VERTICAL SUPPORT. 13' -0" 90o WEST Bronson Way 10' -6" City Center SIGN NOs. 3, 14 SIGN NO. 3 TO BE LOCATED 13' FROM q OF VERTICAL SUPPORT. SIGN SPECIFICATIONS 13' -0" SIGN NO. 4 10' -6" SIGN NO. 14 EAST NORTH SOUTH "D 90 05 05 INTERSTATE SHIELD -15 "02" 1 SOUTH SOUTH 4 "D 7' -6" 169 WASH. STATE STEEL 169 SHIELD 7'- 2 E6 -2 MOD (DESTINATION) 14 1/2 "x16" ARROW 23 "x24" 10' -0" 10' -6" 4 "D CENTER LANE CENTER RIGHT LANE LANE 4 "D 3/4" BORDERS SIGN N0. 1 6" 0�5 SOUTH Seattle 10' -6" Tacoma SIGN NO. 2 CENTER OF SIGN TO BE LOCATED 25.5' FROM 9 OF VERTICAL SUPPORT. 13' -0" 90o WEST Bronson Way 10' -6" City Center SIGN NOs. 3, 14 SIGN NO. 3 TO BE LOCATED 13' FROM q OF VERTICAL SUPPORT. SIGN SPECIFICATIONS 13' -0" SIGN NO. 4 10' -6" SIGN NO. SIGN TYPE (DESCRIPTION) PROPOSED LOCATION SIGN SIZE X Y LETTER SIZE OR CODE POST MATERIAL POST SIZE REMARKS 1 SPECIAL HOUSER AVE. 5 +00 7' -6" 7' -6" SEE DETAIL STEEL W6x9 - 14.5' 2 POSTS REQUIRED 2 E6 -2 MOD (DESTINATION) SR900 9 +38 10' -0" 10' -6" C - - MOUNT ON EXISTING SIGN STRUCTURE 3 E6 -2 MOD (DESTINATION) SR900 9 +38 13' -0" 10' -6" C - - MOUNT ON EXISTING SIGN STRUCTURE NEXT TO SIGN No. 2 4 E6 -101 MOD (DESTINATION) SR900 10 +24 13' -0" 10' -6" C - - MOUNT ON SIGN STRUCTURE NO. 1. SEE DETS. SHTS. 22 TO 28 5 R3 -14 MOD (RESTRICTED LANE) SR900 10 +24 9' -0" 10' -6" SPECIAL - - MOUNT ON SIGN STRUCTURE NO. 1. SEE DETS. SHTS. 22 TO 28 6 R1 -2 (YIELD) NE 3RD 13 +15 36 "x36" 36 "x36" STD. WOOD 4x4 7 W9 -2L (MERGE) NE 3RD 15 +63 30" 30" MIN. WOOD 4x4 8 EXISTING (STREET NAME & DESTINATION) NE 3RD 14 +58 EX. EX. EX. EX. EX. RELOCATE SIGNS AND POST 9 R1 -2 (YIELD) NE 3RD 14 +52 36 "x36 36 "x36 STD. WOOD 4x4 10 EXISTING (RIGHT LANE MUST TURN RIGHT) SR900 14 +83 EX EX EX. - - RELOCATE ONTO RELOCATED LIGHT STANDARD 11 R3 -5L (LANE USE) SR900 16 +78 30" 36" STD. - - MOUNT ON SIGN STRUCTURE NO. 2. SEE DETS. SHTS. 22 TO 28 12 R3 -14 MOD (RESTRICTED LANE) SR900 16 +78 9' 7' SPECIAL - - MOUNT ON SIGN STRUCTURE NO. 2. SEE DETS. SHTS. 22 TO 28 13 E6 -2 MOD (DESTINATION) SR900 16 +78 11' -6" 10' -6" C - - MOUNT ON SIGN STRUCTURE NO. 2. SEE DETS. SHTS. 22 TO 28 14 E6 -2 MOD (DESTINATION) SR900 16 +78 13' -0" 10' -6" C - - MOUNT ON SIGN STRUCTURE NO. 2. SEE DETS. SHTS. 22 TO 28 15 R3 -7R (RIGHT LANE MUST TURN RIGHT) NE 3RD 16 +90 30" 30" STD. WOOD 4x4 16 EXISTING (STREET NAME) SR 169 1553 +64 EX. EX. EX. - - EXISTING SIGN TO REMAIN 17 R3 -501 (LANE USE) SR 169 1553 +64 30" 36" STD. - - MOUNT ON EXISTING SIGNAL MAST ARM 18 R3 -6L MOD (LANE USE) SR 169 1553 +64 30" 1 42" STD. - - MOUNT ON EXISTING SIGNAL MAST ARM 19 EXISTING (STREET NAME) SR 169 1553 +00 EX. EX. EX. - - RELOCATE EXISTING SIGN ON NEW MAST ARM 20 EXISTING (STREET NAME) SR 169 1553 +48 EX. EX. EX. - - RELOCATE EXISTING SIGN ON NEW MAST ARM 21 EXISTING (RIGHT LANE MUST TURN RIGHT) SR 900 7 +04 EX. EX. EX. - - RELOCATE ONTO EXISTING LIGHT STANDARD 22 D3 -301 MOD (STREET NAME) SR 900 12 +78 72" 24" 6D - - MOUNT ON NEW SIGNAL MAST ARM 23 EXISTING (DESTINATION) NE 3RD 14 +35 EX. EX. EX. - - RELOCATE ON NEW SIGNAL MAST ARM 24 EXISTING (DESTINATION) NE 3RD 14 +35 EX. EX. EX. - - RELOCATE ON NEW SIGNAL MAST ARM 25 EXISTING (DO NOT BLOCK INTERSECTION) SR 900 12 +78 EX. EX. EX. - - RELOCATE ON NEW SIGNAL MAST ARM 26 EXISTING (RR) NE 3RD 13 +34 EX. EX. EX. - - RELOCATE ON NEW SIGNAL MAST ARM 27 D3 -301 MOD (STREET NAME) SR 900 13 +39 72" 24" 6D - - MOUNT ON NEW SIGNAL MAST ARM 28 EXISTING (STREET NAME) NE 3RD 13 +34 EX. EX. EX. - - RELOCATE ON NEW SIGNAL MAST ARM 29 EXISTING (STREET NAME) NE 3RD 14 +35 EX. EX. EX. - - RELOCATE ON NEW SIGNAL MAST ARM ANALPHA Engineering Group, Inc. r BUSES AND 10 "D 2 PERSON 10"D CAR POOLS ONLY 10 "C SOUTH ---- 169 05 SH10'- IELD CARDINAL 12" ARROW SIGN NO. 5 LICAR BUSES AND 10"D 2 PERSON 10 "D POOLS ONLY 10 "C 7' -0" 6° � 22 ARROW SIGN N0. 12 SIGN NO. 13 10' -6" r— 30 "--1 DETAIL A I F 30 21 1 1 I ' I 5" i 36" 42" � ONLY � � x,55 " SIGN NO. 17 SIGN N0. 18 DETAIL A 72" —� N.E. 3RD ST. 24 N. 3RD ST. ■®► SIGN N0. 22 nsoz Q, . �SS'IONAL BT�C'l � J EXPIRES 9/18/9 10 — 72" -� N. 3RD ST. 24„ N.E. 3RD ST. ®6 SIGN N0. 27 T -2 ?// IA I I 1 i 3 1 1 1 1 1 A I I I I I A Y I A I I I I I I I IT I I I i 1 =1 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 Rl46- 3 0 0 r i i �o oo^„ �a az 3wc>m Soon BEAM — POST & SUNSET BLVD. N. EXCEPT AS NOTED AND (i SIGN A 0.25 CAMBER CAMBER HORIZONTAL "S "/2 TYP. I � POST .S- BEAM CAMBER DIAGRAM 1 77RO - 40- 2 ?I/ ELEVATION LOOKING BACK ON STATION NOT TO SCALE 2 w x z 2 U) N JRE 'r z O 0 N GENERAL NOTES SIGN STRUCTURE 1 AND 2 1. ALL MATERIAL AND WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION DATED 1994. 2. ALL BUTT JOINT WELDS SHALL BE FULL PENETRATION GROOVE WELDS WITH BACK -UP PLATES OF 1/4 - MINIMUM THICKNESS. 3. THE BACK -UP PLATES FOR ALL FULL PENETRATION WELDS MALL BE WELDED CONTINUOUSLY TO THE JOINED PIECES. THIS CAN BE DONE BY EITHER A CONTINUOUS FILLET WELD ON THE BACK SIDE OF THE PIECE, OR BY A CONTINUOUS WELD IN THE ROOT OF THE FULL PENETRATION WELD. 4. ALL BOLTS, RODS AND RELATED HARDWARE SHALL BE GALVANIZED AFTER FABRICATION PER AASHTO M 232. 5. STEEL SURFACES SHALL BE PROTECTED AFTER FABRICATION BY HOT -DIP GALVANIZING THE EXTERIOR AND INTERIOR SURFACES PER AASHTO M111. ALL EXTERIOR STEEL SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIAL PROVISIONS. 6. SIGN PANELS, AS SHOWN IN THE CONTRACT PLANS, SHALL BE INSTALLED IMMEDIATELY AFTER THE SIGN STRUCTURE IS ERECTED. 7. HORIZONTAL AND VERTICAL CLEARANCE REQUIREMENTS SHALL BE AS SHOWN IN THE CONTRACT PLANS. & FABRICATE BEAM TO PROVIDE SMOOTH PARABOLIC CAMBER CURVE. SEE CAMBER DIAGRAM. DO NOT SHIM AT BOLTED SPLICES. 9. FABRICATE POSTS STRAIGHT. 10. MATERIAL SPECIFICATIONS: ALL STRUCTURAL STEEL AASHTO M 223 Gr. 50 OR AASHTO M 222 ANCHOR RODS ASTM A 449 C) HANDHOLE COVER SCREWS ASTM F 593 z SPLICE BOLTS AASHTO M 164 Ir SIGN BRACKET BOLTS ASTM A 307 w MOUNTING BEAM BOLTS AASHTO M 164 J U J 11. BASE ELEVATIONS AND POST HEIGHTS SHOWN ARE a APPROXIMATE THE CONTRACTOR SHALL FIELD VERIFY ANCHOR BOLT LOCATIONS AND ELEVATIONS AND ALL STEEL STRUCTURE DIMENSIONS PRIOR TO FABRICATION OF THE > STRUCTURAL STEEL AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. FINAL VALUES SHALL BE FURNISHED BY THE ENGINEER PRIOR TO FABRICATION. 12. FOR STRUCTURE DETAILS SEE BRIDGE SHEETS 25, 26 & 27. DESIGN CRITERIA 1. THE DESIGN AND ANALYSIS OF THE STRUCTURES HAS BEEN DONE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS DATED 1985, USING AN 80 MPH WIND VELOCITY. 2. THE MAXIMUM SIGN AREA ON A STRUCTURE SHALL BE AS SHOWN ON THE TABLE. MAXIM M SIGNI CANTILEVER STATION OFFSET BASE ELEVATION -H,. S. SIGN A SIGN B CAMBER AREA NO. X Y NO. X Y 1 10 +24 — 42.05 24.29' 15.25' 4 13.0' 10.5' 5 9.0' 10.5' 3- 326 AN ALPHA In c. x ADO, 7`2211 E]�IRES 9/,8/98 fAL I I I I d 19 18 17 16 15 14 13 12 11 10 9 8 7 6 M! RO OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 R140- 3 0 1 i 41 Ea o� i a v� N F N� Qp �a 3k'c�m POST BOLTED SPLICE #2 BOLTED SPLICE #1 "L1" I „L2•, "L3" POST BOLTED SPLICE #1 BOLTED SPLICE #2 12" I "L7" (NOT TO SCALE) SIGN BRIDGE NO. STATION OFFSET LT. OFFSET RT. BASE ELEV. LT. BASE ELEV. RT. .H° LT. .H" RT. SPAN SIGN A SIGN B SIGN C SIGN D NO. X Y I A NO- I X Y B N0. X Y C N0. X Y D 2 16 +78 0 0 41.22 39.86 24.29 25.65 48.0' 14 13.0' 10.5' 7.0' 13 11.5' 10.5' 20.25' 12 9.0' 7.0' 32.0' 11 1 2.5' 1 3.0' 1 42.0' SO- lagB, POSTS © Q BEAMS POST BASE BOLTED SPLICE #1 BOLTED SPLICE #2 MA)(IMUM s °H °A• I 'B' 'Tt° °L1° 'B' 'C' I "T2" 1 'L2' 1 'B' I 'C' I °T2' I 'L3' I 'B" I "C' I °T2' I Comb., 'D1° I °S5" I 'S6" I 'T3' I 'T6' I `St" I 'S2" I °S3" I "S4" I `T4° I 'T5° 'S1" I 'S2' 'S3' "S4' °T4' I °T5` SIGN AREA 60— 0 OR LESS 30'- 0" OR LESS 11— 6" 2'— 0' 1/2' 6'— 0° 2'— 0' 2'— 0` 3/8` 0'— 0' _ _ _ 13'-0` TO 48' -0' 2'— 0° V— 0' 3/8" 2 3/4° 1 1/2 4 4 2 1/4° 3/4° — — — — — — 5 — 5 — 2' 5 8 / ' 500 Fi 2 19 118 1i7 16 115 14 13 12 11 10 9 8 7 6 MI RO OX 4 6 0 Gro up, Inc. I I I 6 7 SPAN Camber 0.75 Camber "S' /4 (t "S" W CAMBER DIAGRAM T LEGEND B DENTIFIES SECTION, VIEW OR DETAIL 15 TAKEN OR SHOWN ON BRIDGE SHEET 15 B TAKEN OR SHOWN ON THE SAME SHEET qF �SGi ?211 E%PIR6 9/18/98 I A I I I ii I 1 1 1 1 Al 9 10 11 12 13 14 15 16 17 18 19 3 ° w i E� o° o o �. �w j zz O ao zz m 500 �6 "x11" A HANDHOLE ON NUT SIDE OF 6 "0 HANDHOLE (FASTENER ON HEAD SIDE 6'0 HANDHOLE 6" X 11" BEND CONDUIT TO LAY ON BOTTOM OF BEAM OF FASTENER ON HEAD SIDE HANDHOLE ON I OF FASTENER SPLICE NUT SIDE OF 7 POST IFASTENER SPLICE END COVER P SPLICE 1' -O" B � 1' -0" I 1' -3' J 6" 5'/r 5'/r 3� 3" J 3' 3' 5 v 5 v x_-276 STIFFENER FL 00 27 FL' 1 1 /2" (TYP.) - w n ; U-) m d M I M n TYP 3/8" 3vL 4- 3ve 'a END COVER SEE DETAIL F 1 "0 BOLT (TYP.) 3" 3" 1/2 "0 HOLE ® j BEAM 1 L 1/2" 0 HOLE AT BOTTOM IL 3/8" TYP. * * 1/4 "x1" BACKER BAR * * * 5/16 "xt" BACKER BAR 1 5/8 (9/16) G DETAIL D F- u) a a ac d HANDHOLES END COVER R 3/8" R (TYP) SPLICE F� Seal 2 -1 1/2" & 1 -2" STEEL CONDUIT & CAPS GALV. PER AASHTO M111. - TYP. OF TUBE AT t BEAM (TYP.) SEE DETAIL D I TS 16 X 16 X 3/80 - BEAM 1 I I HANDHOLE (TYP.) — i * * 6 1/2" SQUARE HOLE ROUND & SMOOTH 1 ALL EDGES. POST TS 16 X 16 X 1/20 CONDUIT LOCATION DETAILS 8" 8' POST * * * 1' -4" 6" X 11" HANDHOLE i �\ PLACE ON THE SIDE AWAY FROM TRAFFIC HAND HOLE SEE DETAIL J . r 27 E I I o j REINF. RING I /—BASE R 2" ---------------------------------- SIGN STRUCTURE NO. 1 POST HANDHOLE 4" 8" 8" 4" 1 1/2" 0 HOLE FOR 5' 1 5" 1 1/4"0 ANCHOR ROD (TYPj I FOR WELDING SEE DETAIL D �1 1/16 "0 HOLE FOR 1 "0 SPLICE BOLT (TYP.) 1 1/2 "0 RIGID CONDUIT W/ CAP 6 1/2" SQUARE HOLE CENTERED THRU STIFF. ROUND & SMOOTH ALL EDGE a m E 318" STIFFENEI 6 1/2" SQUARE HOLE CENTERED 00 THRU SPLICE PLATE. ROUND AND SMOOTH d ALL EDGES (TYP.) N CLIP SPLICE PLATE AT RADIUS 6" BEAM 3 g i t-1 /8 ,• —1_ 3/16 I 3/16 3/16 "0 CAP SCREWS ASTM F -593, TAP REINFORCEMENT RING 8 TOTAL EQUALLY SPACED AROUND COVER FE 1/4" COVER It 8" THICK X 5/8" OPRENE GASKET 1/4 F1 REINFORCEMENT RING DETAIL F FOR CANTILEVER STRUCTURES ONLY 7 1/L 0 I:UNUU11 ONLY AT END PLATE SECTION B C 42 2 -FENER 1S Ir i, i i i ( i i i �► I' g f ]� I I I I I' i s i 1 1 i1C i i i i i TT 9 18 17 16 15 14 13 12 11 10 9 8 7 6 M I RO OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 6- 360 R1 "A" + 11" POST 9" SQUARE HOLE CENTERED yp)* THRU STIFFENERS. ROUND 3" RADIUS AND SMOOTH ALL EDGES w (n P) I FOR WIREWAY. (TYP) m 0 z V I a C;T - (fl r 3 0 a 0 Ct POST o SEAL 3/8" (TYP) 1 1/2 "0 STEEL CONDUIT & CAP of a I I GALV. PER AASHTO M111 (TYP) _I I__ ¢ ¢ SEAL I Ld = w so< E n I 3116 JF o I I 0 Ld O I� I I NUO POST 1-1 I 1/4" z z I I "T3" BASE GROUNDWIRE (ZINC METALIZE ENTIRE BASE) TERMINAL POST BASE DETAIL c 624 * SAME AS BASE METAL 3 0 0 z o� 0 �o M _O m p N \Q N K N� a z� z Soot CLIP 3/8" STIFFENER PLATES AT RADIUS SECTION F DIAGONAL STIFFENER NOT SHOWN 11/4.0 HOLE FOR 3" 1 "0 SPLICE BOLT (TYP) - 51/2- 3" co- �a FJ(PM 9/18/98 w W TYP W J- ¢ 2" 12- CL a wo L vi a � � w w m In C.) H ¢ ¢ m ¢ � m HOLE FOR _cn z GALVANIZATION - cn (n a At DRAINAGE v O O M� I ¢ �— - I I - I m + Q 2" (TYP) m `O r POST nn - 1 1/2• ) 1" DRAIN 3" (TYP) SLOT (TYP) "D1" + 1/4. 0 HOLE FOR "D1" ANCHOR RODS "S5" EQUAL SPACES SECTION E * SAME AS BASE METAL POST 9" SQUARE HOLE CENTERED yp)* THRU STIFFENERS. ROUND 3" RADIUS AND SMOOTH ALL EDGES w (n P) I FOR WIREWAY. (TYP) m 0 z V I a C;T - (fl r 3 0 a 0 Ct POST o SEAL 3/8" (TYP) 1 1/2 "0 STEEL CONDUIT & CAP of a I I GALV. PER AASHTO M111 (TYP) _I I__ ¢ ¢ SEAL I Ld = w so< E n I 3116 JF o I I 0 Ld O I� I I NUO POST 1-1 I 1/4" z z I I "T3" BASE GROUNDWIRE (ZINC METALIZE ENTIRE BASE) TERMINAL POST BASE DETAIL c 624 * SAME AS BASE METAL 3 0 0 z o� 0 �o M _O m p N \Q N K N� a z� z Soot CLIP 3/8" STIFFENER PLATES AT RADIUS SECTION F DIAGONAL STIFFENER NOT SHOWN 11/4.0 HOLE FOR 3" 1 "0 SPLICE BOLT (TYP) - "Si" SPACES "S2" SPACES - -t 411 3" co- �a FJ(PM 9/18/98 w W W J- ¢ 2" 12- CL a wo -Ye 0 DRILLED vi a � � I (TyP) I I I ¢ � m HOLE FOR _cn z GALVANIZATION - - DRAINAGE v O O M� I "B" I SECTION 3 /4 "(Typ) — * SAME AS BASE METAL BEAM Tube H to m O IZ POST 1 /4° 3/4° I STIFFENER 1 1/2 "0 STEEL CONDUIT I I co m \\��e jj STIFFENER 3/4" � cap - - -- IF--- - - - - -- U w l-- 1I--- - - - - -- w STIFFENER 3/4" II U GRIND EDGES TO FIT—/ r -- -r -- "T2» STIFFENER 3/8" m 1 I I I STIFFENER 3/8" I I I I I MT & VT ROOT PASS 100% I j 1/4, & COVER PASS 100% .Ti" 1 I I 1 I 2" G 1 I I i 3/4 "0 DRAIN HOLE DETAIL a 24 * SAME AS BASE METAL ANALPHA Engineering Group, Inc. ZINC METALIZE INSIDE BEAM 2' -0" 2' -6" 6 "0 HANDHOLE ON HEAD SIDE OF FASTENER � 6" X 11" HANDHOLE ON NUT i SIDE OF FASTENER _ tL BOLTED SPLICE 1' -6" 41 - Ye PLUG FOR ELECT. WIREWAY 3" 6" 2" I I I �8• (TYP) SEAL (TYP) 11/2.0 STEEL CONDUIT & CAP (TYP) 8. (TYP) i L I )* 2 "0 PLUG J . 27 TYP 4.0 HOLE ®BOT. OF TUBE (TYP) SECTION THRU BEAM BOLTED SPLICE 24 * SAME AS BASE METAL DETAIL A. T 2211. oISTIi �w� 7/�'Y/9¢ ess /oN���s CITY OF DEPARTMENT 1 FJ(PM 9/18/98 BRONSON `y�O'FY • - • • 9 18 17 16 15 14 .13 12 11 10 9 8 7 6 f4R OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 1K 361 3 0 h O i z 0 o� 0 O MJ N � N lil Q O ..Z Z W Q i m COVER SCREWS (TYP) EQUALLY SPACED AROUND HANDHOLE, 6 SCREWS 6" FOR 6" X 11" HANDHOLE, 4 SCREWS FOR POST OR BEAM 6 "0 HANDHOLE------I, ' ♦ J zz = I 1 = Of of uc 0 0 \ / REINFORCEMENT RING HANDHOLE DETAIL J 6" X 11" HANDHOLE SHOWN ZG ZS 6 "0 HANDHOLE SIMILAR EXCEPT AS NOTED 1/2- REINFORCEMENT RING TUBE THICKNESS MINUS 1/8" 1/8" THICK X 5/8" NEOPRENE HANDHOLE GASKET TYP. EXCEPT BOTTOM OF BEAM 3/4 M M (TYP) > - 3/8" STIFFENERS (TYP) I I 3/16 "0 HANDHOLE COVER SCREWS 2- TAP REINFORCEMENT RING I I I HANDHOLE I I 1/8" MAX., SEAL WITH APPROVED SEALANT I AT INSTALLATION OF } 5/16 1/8" SECTION HANDHOLES ON TOP OF BEAM ONLY. (TYP) SIGN, LIGHT, OR WALKWAY MOUNTING BEAM (BEAM LENGTHS, SIZE, AND SPACING SHALL BE DETERMINED FROM THE CONTRACT PLANS nD TUC' CTAKMADn DI AKIC � ATTACHMENT BRACKET + 13/8" X 3 1/2" X 0'— 6" *+ C 5 X 9 - (TYP) 1/2" BEAM 2 —9/16" X 3/4" SLOTTED HOLES FOR 1/2"0 MOUNTING I£ 3/8" X 3" X 0'— 4" ** BEAM BOLTS (TYP) r (TYP) r 1" 1 „� 1 1/4 ** GALV. PER AASHTO M111 SECTION B 3/4 "0 SIGN BRACKEI BOLT WITH LOCKNUT (TYP) SEAL PLATES (TYP) Ub -I�7 SPLICE PLATES (TYP) 1 1/2 "0 STEEL CONDUIT GALV. PER AASHTO M111 SEAL PLATE (TYP) HANDHOLE (TYP) W 4 X 13 AASHTO M 183 BEND CONDUIT TO LAY ON BOTTOM OF BEAM BETWEEN SPLICES. SIGN STRUCTURE NO. 2 CONDUIT LAYOUT .e .p� n 4 490-- NAIL ���w '( ryy /ed EXP, 9j, /96 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MICRO-BOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 R146.-. 3 0 0 z 0 z i 00 rno 0 O m a vi N Q N Q p zz >5; oo� TYPE 1 SPAN LENGTH DEPTH SHAFT REINFORCEMENT FOUNDATION S. "Z" X. SIGN 60' -0" O � I o I BRIDGE OR LESS 15' -6" 09 18 0 I 4' -0" BAR LIST - TYPE 1 FOUNDATION AASHTO M 31 GR 60 MARK LOCATION N0. SIZE REV LENGTH BENDING DIAGRAM 1 CAP VERT. 4 4 3' -9" STR. "A" - DETERMINE FROM PLANS 2 CAP HOOPS 5 5 6' -0" 3 SHAFT VERT. "X" "Y" "B" STIR. _ ( "Z" - 6 ") 4 SHAFT SPIRAL 4 1 "A" 3' -7" 5 CAP TOP 5 4 10' -4" io 1 i� O4 10" O rn O i+) 3' -7" V -0" 5 O #5 O#5(TYP.) 3/4" CHAMFER (TYP) O #4 (TYP.) 1 1/2 "0 STEEL CONDUIT TO BE INSTALLED WHERE DIRECTED BY ENGINEERS DI AKI ANCHOI LONG V 4 HEA\ THREAC me - FOUNDATION TYPE 2 FOUNDATION SPAN LENGTH DEPT}1 FOUND. REINFORCEMENT "S" O � I o I �? 20' -0' 9,_6„ ✓ 12 8 II BAR LIST - TYPE 1 FOUNDATION AASHTO M 31 GR 60 MARK LOCATION N0. SIZE REV LENGTH BENDING DIAGRAM 1 CAP VERT. 4 4 3' -9" STR. "A" - DETERMINE FROM PLANS 2 CAP HOOPS 5 5 6' -0" 3 SHAFT VERT. "X" "Y" "B" STIR. _ ( "Z" - 6 ") 4 SHAFT SPIRAL 4 1 "A" 3' -7" 5 CAP TOP 5 4 10' -4" io 1 i� O4 10" O rn O i+) 3' -7" V -0" 5 O #5 O#5(TYP.) 3/4" CHAMFER (TYP) O #4 (TYP.) 1 1/2 "0 STEEL CONDUIT TO BE INSTALLED WHERE DIRECTED BY ENGINEERS DI AKI ANCHOI LONG V 4 HEA\ THREAC me - tao "" 1/4 "0 HOLE FOR OR BOLT (TYP) AASHTO M 223 OR AASHTO M 2 GI_LVH IIVIV TYPE 1 FOUNDATION SYMM. AST. 0 FE & POST DETAIL e BASE ELEVATION 1/2" GROUT PAD, PLACE AFTER ,N STRUCTURE IS ERECTED MIN. IPORARY CASING V. FORE CONCRETE SETS. FOUNDATION TYPE 2 FOUNDATION SPAN LENGTH DEPT}1 FOUND. REINFORCEMENT "S" O � I o "X" "Y1" "Y2" CANTILEVER 20' -0' 9,_6„ #9 12 8 SIGN TO 30' -0" PLAN ANCHOR ROD - "D1 "0 X 4' -4" SIGN 60' -0" 91-01, #9 12 8 BRIDGE I OR LESS tao "" 1/4 "0 HOLE FOR OR BOLT (TYP) AASHTO M 223 OR AASHTO M 2 GI_LVH IIVIV TYPE 1 FOUNDATION SYMM. AST. 0 FE & POST DETAIL e BASE ELEVATION 1/2" GROUT PAD, PLACE AFTER ,N STRUCTURE IS ERECTED MIN. IPORARY CASING V. FORE CONCRETE SETS. V illmlolmimill IIImImImlmlll I w J - 0] W W N -I H 0 W o � 7O3 SPA. I(D EQ. SPA. 7O3 SPA. ELEVATION TYPE 2 FOUNDATION ALPHA Engineering Group, Inc. d a BAR LIST - TYPES 2 & 3 FOUNDATIONS AASHTO M 31 GR 60 MARK LOCATION N0. SIZE REQ'D LENGTF BENDING DIAGRAM 1 CAP VERT. "X" "Y1" 9' -8" "A" ti DETERMINE 2 CAP HOOPS 5 6 16' -0" FROM PLANS 3 FOUNDATION 5 8 "A" STR. „B„ - ( "Z" - 3' -9 ") 4 FOUND. HOOPS 5 A" 14' -5" 5 FOUND. VERT "X" "Y2" "C" STR. 6 FOUND. VERT. "X" "Y2" "B" STR. 7 FOUND. VERT. 5 16 "A" 8 CAP TOP 5 4 10' -4" a J30 10" w 2' -8" a O � 7„ , O7 M O FINISH GRO DUNE SIGN STRUCTURE BASE ELEVATION 2 1/2" GROUT PAD, PLACE AFTER SIGN STRUCTURE IS EREC m2#5 a a -- U CAP EACH EN o M 6" I lie - - CONST. J'T. W/ b ROUGHENED SURFACE - III L B O #5 O Q #5 O C. VIEW A "��r° ��w ► �9� CITY �`rSIONAL EX�S DEPARTMEN' O io I 1 1 g ' I ALI I I' I I 1 1 1 A _ A I Al I IA 1 1 I 1I I I 1 11 1 Al 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MI R0 OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 FOUNDATION PARALLEL TO SHOULDER 10' -0" 3' -0" 4' -0" 3' -0" O1 EQ. SPA. O � I o i III - - - -- m 3/4" CHAMFER-/ (TYP.) - - - - -- 8 #5 (TYP.) O 1 1/2 "0 STEEL CONDUIT TO BE INSTALLED WHERE DIRECTED BE ENGINEER PLAN ANCHOR ROD - "D1 "0 X 4' -4" LONG W/ 2 WASHERS AND 4 HEAVY HEX NUTS (TYP.) THREAD EACH END 8 -� k POST V illmlolmimill IIImImImlmlll I w J - 0] W W N -I H 0 W o � 7O3 SPA. I(D EQ. SPA. 7O3 SPA. ELEVATION TYPE 2 FOUNDATION ALPHA Engineering Group, Inc. d a BAR LIST - TYPES 2 & 3 FOUNDATIONS AASHTO M 31 GR 60 MARK LOCATION N0. SIZE REQ'D LENGTF BENDING DIAGRAM 1 CAP VERT. "X" "Y1" 9' -8" "A" ti DETERMINE 2 CAP HOOPS 5 6 16' -0" FROM PLANS 3 FOUNDATION 5 8 "A" STR. „B„ - ( "Z" - 3' -9 ") 4 FOUND. HOOPS 5 A" 14' -5" 5 FOUND. VERT "X" "Y2" "C" STR. 6 FOUND. VERT. "X" "Y2" "B" STR. 7 FOUND. VERT. 5 16 "A" 8 CAP TOP 5 4 10' -4" a J30 10" w 2' -8" a O � 7„ , O7 M O FINISH GRO DUNE SIGN STRUCTURE BASE ELEVATION 2 1/2" GROUT PAD, PLACE AFTER SIGN STRUCTURE IS EREC m2#5 a a -- U CAP EACH EN o M 6" I lie - - CONST. J'T. W/ b ROUGHENED SURFACE - III L B O #5 O Q #5 O C. VIEW A "��r° ��w ► �9� CITY �`rSIONAL EX�S DEPARTMEN' O io I 1 1 g ' I ALI I I' I I 1 1 1 A _ A I Al I IA 1 1 I 1I I I 1 11 1 Al 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MI R0 OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19