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Home My WebLink AboutzR-361401 SetPLANT SCHEDULE SYMBOL BOTANICAL NAME/ COMMON NAME QTY SIZE REMARKS TREES ORELOCATED TREE 10 m z 0 T1 PYRUS CALLERYANA 'CAPITAL'/ CAPITAL FLOWERING PEAR 5 10' -12' HT. 2" CAL. B&B WELL- BRANCHED A T2 MAGNOLIA GRANDIFLORA 'LITTLE GEM'/ LITTLE GEM MAGNOLIA (FILTERRA TREES)' 2 8' -10' HT. 2" CAL. B&B WELL- BRANCHED SHRUBS OO Si EUONYMUS ALATUS 'COMPACTA'/ COMPACT BURNING BUSH 11 2 GAL. CONT. CONT. FULL & BUSHY e S2 HEBE 'RED EDGE'/ NCN 56 1 GAL. CONT. CONT. FULL & BUSHY OO S3 JUNIPERUS HORIZONTALIS 'WINTONII'/ BLUE RUG JUNIPER 83 1 GAL. CONT. CONT. FULL & BUSHY O S4 PINUS MUGO 'PUMIUO'/ LITTLE MUGHO PINE 7 2 GAL. CONT. CONT. FULL & BUSHY ® S5 RHODODENDRON 'BLUE DIAMOND' /BLUE DIAMOND RHODODENDRON 41 2 GAL. CONT. CONT. FULL & BUSHY S6 RHODODENDRON 'PJM'/ PJM RHODODENDRON 39 2 GAL. CONT. CONT. FULL & BUSHY pp S8 VIBURNUM DAVIDII/ DAVID VIBURNUM 31 2 GAL. CONT. CONT. FULL & BUSHY GROUND COVER GC1 FRAGARIA CHILOENSIS 'LIPSTICK'/ ORNAMENTAL STRAWBERRY 1 281 1 GAL. CONT. 30" O.C. TRI. SP. TYP. CONT. FULL & BUSHY GC2 STIPA TENUISSIMA/ MEXICAN FEATHER GRASS 70 1 GAL. CONT. 24" O.C. TRI. SP. TYP. CONT. FULL & BUSHY HYDROSEEDED GRASS 596 SY / t 1 EXISTING TREE TO REMAIN *ALL FILTERRA TREES TO BE PROVIDED BY FILTERRA UNIT MANUFACTURER. 8 FINISH GRADE wo RECOMPACT SUBGRADE BELOW ROOT BALL TO ENSURE THAT ROOT FLARE WILL NOT SETTLE BELOW GROUND LINE 2" MULCH BACKFILL PLANTING PIT WITH TOPSOIL TYPE A BREAK SIDES & BOTTOMS OF PLANTING TO ALLOW FOR ROOT PENETRATION SHRUB/ GROUND COVER PLANTING DETAIL NTS WASHINGTON REGISTERED LANPSCAP F ARCHITECT E!CIZA TH BSON CERTIFI E NO. 538 DRIPLINE �/ V VV / v\ v NOTES: 1. SIX FOOT HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT DRIPLINE OF TREE TO BE SAVED, UNLESS OTHERWISE NOTED. FENCE SHALL COMPLETELY ENCIRCLE TREE(S),INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: ALL ROOT PRUNING SHALL BE DONE BY HAND AND SUPERVISED BY AN ISA CERTIFIED ARBORIST. CALL ARBORIST AT LEAST TWO BUSINESS DAYS PRIOR TO SCHEDULED PRUNING. FOR ROOTS OVER 1" IN DIAMETER DAMAGED DURING CONSTRUCTION; MAKE A CLEAN, STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE. 3. WORK WITH PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILE OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMITS OF THE FENCING. 4. ALL TREES NOTED FOR REMOVAL SHALL BE APPROVED BY ENGINEER, PRIOR TO START OF CONSTRUCTION ACTIVITIES. ALL TREES TO REMAIN WITHIN CLEARING AND GRUBBING LIMITS, 5, SHALL BE TAGGED FOR APPROVAL BY ENGINEER, PRIOR TO START OF CONSTRUCTION ACTIVITIES. z io TREE PROTECTION DETAIL NTS PREVAI WIND z t0 M TYPICAL TREE PLANTING DETAIL NTS TREE SPECIMEN, NEVER CUT CENTRAL LEADER INTERLOCKING PLASTIC TIES, TIE AT 2/3 TREE HEIGHT. DO NOT OVERTIGHTEN 2" DIA. DOUG -FIR STAKE OR METAL FENCE POST, STAKES SHOULD BE LOCATED OUTSIDE OF ROOT BALL ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE 2" MULCH, KEEP AWAY FROM TREE TRUNK GROUND COVER (TYP) BACKFILL TREE PLANTING PIT WITH TOPSOIL TYPE A SCARIFYS SIDE & BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION REMOVE ALL BURLAP, TWINE & WIRE FROM ROOT BALL AFTER TREE IS SET IN POSITION NOTES: 1. TREE PIT SHALL NOT BE LESS THAN (3) TIMES ROOT BALL DIA. 2. CUT AND REMOVE ALL TIES, PLASTIC, TWINE, BURLAP AND WIRE BASKETS COMPLETELY FROM ROOT BALL PRIOR TO COVERING WITH TOPSOIL EXISTING TREE TYP. 3. STAKE TREES PERPENDICULAR TO THE PREVAILING WIND. TEMPORARY 6' HT CHAINLINK TREE PROTECTION FENCING, SEE SITE PREPARATION & TESC PLANS, SHEETS 9 -12 FOR LOCATION AT INDIVIDUAL TREES. PAVEMENT EXCAVATION ZONE SEE NOTE 2 SECTION PRIOR TO PAVED SURFACE INSTALLATION A f : ra - 'S(,o (v \pD GENERAL LANDSCAPE NOTES 1. ALL PLANT MATERIALS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK. ANSI Z60.1 OR MOST CURRENT VERSION. 2. PLANT, MAINTAIN AND WARRANTY AS PER SPECIAL PROVISIONS. 3. DO NOT SUBSTITUTE SPECIES WITHOUT THE APPROVAL OF THE ENGINEER. 4. ALL RELOCATED TREES SHALL RECEIVE 36" TOPSOIL TYPE A AND 2" BARK MULCH. SEE DETAIL THIS SHEET. 5. ALL SEEDED LAWN AREAS TO RECEIVE 2" TOPSOIL TYPE A. R-3614 100 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 0 �o m oc m Z �z H 3 2 C N °Z m m m D c =y a S m m 6 .2 m z m z 1 m o A 3 z 0 �o m oc m Z �z H 3 2 C N °Z m m m D c =y a S m m 6 .2 N ao 1 z o � 3 z S �g s° N a . n � Z z y� WE LS AVE N FPELLY AVE N PARK AVE N Z LAKE WA BLVD N EASTBOUND N PARK DR -DETOUR- 4m NORTHBOUND LAKE WA BLVD N EASTBOUND N PARK DR MEADOW AVE DETOUR 0 EACTORY AVE N �r I LAKE WA BLVD LIKE WA BLVD N ASTBOU W C,4 N PARK DR R �u �00 // l DETOUR o ° Cf) z \\ I N n \� C) II \� /r7j LEGEND 79" C 000 I LAKE WA BLVD N EASTBOUND N PARK DR DETOUR PARK AVE N SIGN QUANTITIES SIGN LAKE WA BLVD N QUANTITY M4 -8 EASTBOUND 7 M4 -8A N PARK DRIVE & 3 M4 -9R DETOUR 6 M4 -9L RECORD 7 M4 -10R THIS SHEET. 2 M4 -10L n I 2 R11 -2 I rn 2 W20 -1 6 W20 -2 _0 6 SPECIAL 1 6 1 SPECIAL 2 3 SPECIAL 3 6 SPECIAL 4 12 SPECIAL 5 1 SPECIAL 6 4 NOTE: USE RED LETTERS FOR "CLOSED" ON SPECIAL SIGNS. LOGAN AVE N SOUTHBOUND GARDEN AVE N END 405 ii UEMONTPL NP NF I II FecTR nl lnln TYPE III BARRICADES (MOUNT SIGN ON BARRICADE) 72" WESTBOUND LOGAN AVE N SOUTHBOUND GARDEN AVE N CLOSED AT N PARK DRIVE & GARDEN AVE NORTH USE ALTERNATE ROUTES SPECIAL 1 W_ NORTHBOUND LAKE WA BLVD N DETOUR �� SUNSET BLVD NE SR �l SPECIAL 2 30" 30" PARK DR NORTHBOUND DETOUR `� LAKE WA BLVD N EASTBOUND N PARK DR SPECIAL 3 SPECIAL 4 / 30" 30" OD � PLAN NORTHBOUND = EASTBOUND LAKE WA BLVD N N PARK DR SPECIAL 5 SPECIAL 6 0 5 10 20 40 60 IJT 03/02/12 SURVEYED KPG LAKE WA BLVD N EASTBOUND N PARK DR OUND N PARK DR EASTBOUND ENORTHBOUND CLOSED HJT N PARK DRIVE & 07/201 DEN AVE NORTH DETOUR ALTERNATE ROUTES SPECIAL 2 30" 30" PARK DR NORTHBOUND DETOUR `� LAKE WA BLVD N EASTBOUND N PARK DR SPECIAL 3 SPECIAL 4 / 30" 30" OD � PLAN NORTHBOUND = EASTBOUND LAKE WA BLVD N N PARK DR SPECIAL 5 SPECIAL 6 0 5 10 20 40 60 IJT 03/02/12 SURVEYED KPG EASTBO YN PARK D ETO ROAD WORK AHEAD LAKE WA BLVD N EASTBOUND N PARK DR DETOUR THBOUND LAKE WA BLVD EASTBOUND N PARK DR CLOSED AT N PARK DRIVE & GARDEN AVE NORTH USE ALTERNATE ROUTES WESTBOUND EASTBOUND N PARK DR LOGAN AVE N EASTBOUND SOUTHBOUND HJT GARDEN AVE N EASTBO YN PARK D ETO ROAD WORK AHEAD LAKE WA BLVD N EASTBOUND N PARK DR DETOUR THBOUND LAKE WA BLVD EASTBOUND N PARK DR CLOSED AT N PARK DRIVE & GARDEN AVE NORTH USE ALTERNATE ROUTES LAKE WA BLVD N LAKE WA BLVD N EASTBOUND N PARK DR ROAD EASTBOUND \ HJT N PARK DR 07/201 i DETOUR AHEAD z RECORD WORK m THIS SHEET. NORTHBOUND AHEAD n I LAKE WA BLVD N I rn EASTBOUND = N PARK DR cn _0 DETOUR LAKE WA BLVD N REVISED TO CONFORM EASTBOUND N PARK DR ROAD DETOUR WORK HJT AHEAD 07/201 i LOGAN AVE N 'SOUTHBOUND GARDEN AVE N DETOUR '_AKE WA BLVD N EASTBOUND N PARK DR DETOUR LAKE V!A BLVD N ASTBOUND DETOUR PARK DR AHEAD D -TOUR 2THBOUND LAKE WA BLVD EASTBOUND N PARK DR CLOSED AT N PARK DRIVE & GARDEN AVE NORTH USE ALTERNATE ROUTES I ° °A° I R=3\61 4101 CLOSED WESTBOUND WESTBOUND LOGAN AVE N LOGAN AVE N SOUTHBOUND GARDEN AVE N WESTBOUND SOUTHBOUND CLOSED LDGAN AVE N GARDEN AVER D E TOU R SOUTHBOUND DETOUR AHEAD AT N PARK DRIVE & GARDEN AVE N GARDEN AVE NORTH DETOUR USE ALTERNATE ROUTES !— REVISED TO CONFORM TO CONSTRUCTION RECORDS. NO REVISIONS VS HJT WORK 07/201 wM1'. Tso� q9 of wnsq RG DRAWN BY: HJT AHEAD AHEAD RECORD WORK m THIS SHEET. 3 AHEAD n I GARDEN AVE N I rn M ETOUR m _0 405 DESIGN BY: HJT 753 9th Ave N 2502JeBersonAve DRAWINGS DETOUR PLAN GENERAL NOTES m 5506Yq ��m , \k NqL ENO' %� 01 CHECK BY: NJD PROJ MGR: NJD FILE: 0B046DETOUR01.dwg Sea10e, WA 98109 Tawma, WA 9M02 (206) 286-1640 (253) 627 -0720 WWWkP9�m PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS NUMBER REVISION DESCRIPTION BY APP. DATE '_AKE WA BLVD N EASTBOUND N PARK DR DETOUR LAKE V!A BLVD N ASTBOUND DETOUR PARK DR AHEAD D -TOUR 2THBOUND LAKE WA BLVD EASTBOUND N PARK DR CLOSED AT N PARK DRIVE & GARDEN AVE NORTH USE ALTERNATE ROUTES I ° °A° I R=3\61 4101 CLOSED WESTBOUND WESTBOUND LOGAN AVE N LOGAN AVE N SOUTHBOUND GARDEN AVE N WESTBOUND SOUTHBOUND CLOSED LDGAN AVE N GARDEN AVER D E TOU R SOUTHBOUND DETOUR AHEAD AT N PARK DRIVE & GARDEN AVE N GARDEN AVE NORTH DETOUR USE ALTERNATE ROUTES !— Z LAKE WAb�11''v ROAD i BLVD N WORK DETOUR u 3 ROAD AHEAD AHEAD o WORK m wESraauuD LOGAN' AVE N SOUTHBOUND 3 AHEAD n I GARDEN AVE N I rn M ETOUR m _0 405 DETOUR PLAN GENERAL NOTES A WESTBOUND LOGAN AVE N SOUTHBOUND GARDEN AVE N CLOSED AT N PARK DRIVE & GARDEN AVE NORTH USE ALTERNATE ROUTES 1 � S�NS6- T & VD N EASTBOUND F R_. �R 900) EASTBOUND N PARK DR END DETOUR CITY OF RENTON rLL Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: 1. DETOUR PLAN HAS BEEN PROVIDED FOR THE CLOSURE OF THE / NE PARK DRIVE /GARDEN AVENUE INTERSECTION ASSOCIATED WITH THE REMOVAL OF EXISTING SIGNAL BRIDGE. 2. SIGNS IN RURAL AREAS SHALL BE MOUNTED AT A MINIMUM OF 5 FEET; MEASURED FROM THE BOTTOM OF THE SIGN TO THE NEAR EDGE OF PAVEMENT. IN BUSINESS, COMMERCIAL OR RESIDENTIAL AREAS, THIS HEIGHT SHALL BE AT LEAST 7 FEET. 3. SIGNS SHALL BE PLACED SO EDGE OF SIGN IS 2 TO 6 FEET FROM THE EDGE OF THE PAVEMENT OR AS DIRECTED BY THE ENGINEER. 4. WHERE SIGNS ARE IN A SEQUENCE, SIGN SPACING SHALL BE PER WSDOT STD PLAN K- 10.40 -00. ADDITIONAL SIGN SPACING AND ALL SIGN PLACEMENT SHALL FOLLOW THE DIRECTION OF THE ENGINEER. 5. EACH SIGN SHALL BE MOUNTED ON ITS OWN 4" X 4" WOOD POST, FOLLOWING THE CONDITIONS LISTED ABOVE. 6. ALL SIGN FACE AND BARRICADE FACE MATERIAL SHALL CONSIST OF HIGH INTENSITY REFLECTIVE SHEETING. 7. 10 DAYS PRIOR TO THE CLOSURE OF THE NE PARK DRIVE /GARDEN AVENUE INTERSECTION, THE CONTRACTOR SHALL FURNISH AND INSTALL ADVANCE CLOSURE SIGNS AS SHOWN ON THIS PLAN. ALL SIGNS ARE TO BE TURNED, COVERED, OR BAGGED UNTIL NEEDED. ADDITIONALLY, ANY TIME WORK IS SUSPENDED, SIGNS THAT ARE NOT ACCURATE TO ACTUAL SITE CONDITIONS MUST BE TURNED, COVERED, OR BAGGED. 8. NO ROAD CLOSURE WILL BE ALLOWED UNTIL THE SIGNING PLACEMENT AND INSTALLATION HAS BEEN INSPECTED AND REVIEWED BY THE ENGINEER. 9. CLOSURE TO BE COORDINATED WITH OTHER AREA PROJECTS. 10. CLOSURE TO BE COORDINATED WITH KING COUNTY METRO TRANSIT AND SOUND TRANSIT TO MINIMIZE CALL 3 WORKING DAYS DISRUPTIONS AND BEFORE YOU DIG: REROUTES OF TRANSIT SERVICE. 811 A p SOUTH LAKE WASHINGTON DRAWING NO. 48 ROADWAY IMPROVEMENTS PROJECT NO. 11156 FED AID NO. DETOUR PLAN DATE: FEB 2012 SHEET NO. 48 OF 53 3 � Z �y a € °° @ "G � x m u 3 z m 9� i 2 Z € m M H 3 i N n I z I I �y a € °° @ "G � x m Z z G7 9� i 2 Z € m; 3 i N ICU z I rn M 0 I c �y m @ "G � x 9 a� = o 1 °° D O D s I �3 o m 3 M v, I —� I I IB o n M °° D O D 1 A. m _0 GENERAL CONSTRUCTION CHANNELIZATION NOTES (APPLIES TO SHEETS 50 -53) 1. THE CONSTRUCTION CHANNELIZATION SHOWN AND THE CONSTRUCTION SEQUENCING LISTED IN STAGE 1A, 1B & 2 GENERAL NOTES ON THIS SHEET IS INTENDED TO DEMONSTRATE A POSSIBLE GENERAL COURSE OF ACTION. THE CONTRACTOR SHALL DEVELOP PHASING SUITABLE TO THEIR OPERATION AND SUBMIT A TRAFFIC CONTROL PLAN FOR REVIEW. 2. THE CONSTRUCTION CHANNELIZATION SHOWN IS INTENDED TO MEET THE MINIMUM LANE REQUIREMENTS DURING DAYTIME HOURS. THE NUMBER OF LANES AND TURN POCKET LENGTHS SHOWN MAY NOT BE REDUCED DURING THESE HOURS. LANE CLOSURES ARE RESTRICTED TO THE HOURS AS SPECIFIED IN THE SPECIAL PROVISIONS. DRIVING SURFACES AND DAYTIME CHANNELIZATION ARRANGEMENTS MUST BE RE- ESTABLISHED PRIOR TO DAYTIME HOURS. TRAFFIC CONTROL CONFIGURATIONS FOR NIGHTWORK ARE NOT SHOWN ON THESE PLANS. TRAFFIC CONTROL PLANS FOR NIGHTWORK MUST BE SUBMITTED TO THE ENGINEER AND WSDOT FOR APPROVAL. 3. ALL EXISTING AND FUTURE IMPROVEMENTS, INCLUDING UTILITIES, ARE NOT SHOWN ON THIS DRAWING. FOR ADDITIONAL INFORMATION, SEE APPLICABLE CONTRACT DRAWINGS. THIS PLAN DEPICTS GENERAL CONSTRUCTION CHANNELIZATION ONLY. 4. CONSTRUCTION ACTIVITIES NOT SPECIFICALLY SEQUENCED SHALL BE CONDUCTED IN A MANNER TO MINIMIZE PUBLIC IMPACT. FULL PROGRESS SCHEDULES IN ACCORDANCE WITH SECTION 1 -08.3 OF THE SPECIFICATIONS ARE NECESSARY FOR ITEMS INCLUDING, BUT NOT LIMITED TO, STORM DRAINS, UTILITY TRENCHING AND OTHER ITEMS AFFECTING TRAFFIC OR AGENCY COORDINATION. 5. ALL CHANNELIZATION SHOWN IS SCHEMATIC ONLY. DETAILED TRAFFIC CONTROL PLANS CONFORMING TO THE MUTCD AND WSDOT STANDARD PLANS SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL BY THE ENGINEER AND WSDOT AS SPECIFIED IN THE SPECIAL PROVISIONS. 6. CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE, WATER, AND UTILITY SYSTEMS OR CONSTRUCT TEMPORARY SYSTEMS UNTIL FINAL SYSTEMS ARE FULLY OPERATIONAL. 7. PROJECT SIGNS SHALL BE PLACED AT CONSTRUCTION LIMIT LOCATIONS AS SPECIFIED BY THE ENGINEER AND SHALL BE USED DURING ALL CONSTRUCTION PHASES. FOR SIGN DETAILS, SEE THIS SHEET. SEE SPECIAL PROVISIONS. 8. "BUSINESS OPEN DURING CONSTRUCTION" SIGNS SHALL BE PLACED AT BUSINESS ACCESSES AS SHOWN ON THE PLANS AND SHALL BE USED DURING ALL CONSTRUCTION PHASES. SEE SHEET 50 FOR BUSINESS ACCESS SIGN DETAILS. SEE SPECIAL PROVISIONS. 9. TRAFFIC SAFETY DRUMS SHALL BE SPACED AT 35 FT. MAXIMUM INTERVALS ON CENTERS. FLASHERS SHALL BE MOUNTED ON ALTERNATING DRUMS. ADDITIONAL DRUMS AT CLOSER SPACING WILL BE REQUIRED AT INTERSECTIONS AND DRIVEWAYS TO SAFELY CHANNELIZE THE TRAFFIC. 10. DIFFERENT STAGES WILL REQUIRE ADJUSTING VEHICULAR SIGNAL HEADS AT THE INTERSECTION OF N PARK DRIVE AND GARDEN AVENUE N. ADJUSTMENT OF THESE VEHICULAR SIGNAL HEADS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COORDINATED WITH THE CITY TRANSPORTATION MAINTENANCE DEPARTMENT. PRIOR TO ALL VEHICULAR SIGNAL HEAD ADJUSTMENT, THE CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR DAVE WHITMARSH AT (425) 430 -7423. 11. MATERIAL FOR ALL TEMPORARY PAVEMENT MARKINGS SHALL BE PAINT. 12. ALL CONSTRUCTION SIGNING, STRIPING AND CHANNELIZATION DEVICES SHALL BE PER MUTCD AND WSDOT STANDARD PLANS AND EXISTING REGULATORY SIGNS SHALL BE ADJUSTED AS NECESSARY TO MAINTAIN VISIBILITY TO DRIVERS DURING CONSTRUCTION. ALL CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. 13. ALL CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED. FINAL CHANNELIZATION SHALL BE INSTALLED PER SHEETS 33 - 36. ALL EXISTING CHANNELIZATION THAT IS REMOVED TO ACCOMMODATE THE CONSTRUCTION CHANNEUZAT10N PLANS SHALL BE REPLACED IN KIND, WHERE NOT SHOWN ON THE CHANNELIZATION PLANS, AND AS DIRECTED BY THE ENGINEER. 14. THE CONTRACTOR IS REQUIRED TO PROVIDE PEDESTRIAN ACCESS PER SECTION 1- 08.3(1)B OF THE SPECIAL PROVISIONS. 15. MAINTAIN DRIVEWAY ACCESS TO BUSINESSES. 16. ENCROACHMENT ON TRAVELED LANES IS NOT ALLOWED. 17. FLOODLIGHTS SHALL BE PROVIDED TO MARK FLAGGER STATIONS AT NIGHT. 18. STEADY BURNING WARNING LIGHTS (TYPE C MUTCD) SHALL BE USED TO MARK CHANNELIZATION DEVICES AT NIGHT. 19. CHANNELIZATION DEVICES SHALL BE EXTENDED TO A POINT WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. 20. ABRUPT PAVEMENT EDGES OF 0.20 FT (2.5 ") OR GREATER TRANSVERSE TO THE ROADWAY SHALL BE WEDGED ACCORDING TO THE REQUIREMENTS OF SECTION 1 -07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC. 21. MAINTAIN MINIMUM TRAVEL LANE WIDTHS OF 11 FEET WHERE NOT SHOWN BY A CROSS - SECTION. 22. PROTECT VALVE BOXES, MANHOLE LIDS, & CB LIDS WHEN EXPOSED PRIOR TO FINAL GRADING AND PAVING. STAGE 1A GENERAL NOTES THE FOLLOWING WORK IS ANTICIPATED FOR STAGE 1A. IT INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. REMOVE MEDIANS AS NECESSARY TO ESTABLISH CONSTRUCTION CHANNELIZATION AND PROVIDE TEMPORARY PAVEMENT PRIOR TO SHIFTING TRAFFIC. MAINTAIN 2' OF SHY DISTANCE BETWEEN LANE EDGE AND OBSTRUCTIONS. PROVIDE ADDITIONAL WARNING SIGNS OR CHANNELIZATION DEVICES AS NECESSARY TO WARN DRIVERS OF OBSTRUCTIONS. 2. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. 3. RELOCATE VEHICULAR SIGNAL HEADS TO ALIGN WITH CONSTRUCTION CHANNELIZATION. COORDINATE WITH THE CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. 4. INSTALL PROJECT SIGNS AND 'BUSINESSES OPEN DURING CONSTRUCTION" SIGNS. 5. INSTALL TEMPORARY EROSION CONTROL MEASURES, COMPLETE CLEARING AND GRUBBING, BEGIN DEMOLITION, CUT AND CAP EXISTING IRRIGATION SYSTEMS. 6. REMOVE EXISTING FEATURES AS NECESSARY AND INSTALL WATER AND STORM DRAINAGE SYSTEMS. CROSSINGS AND OTHER PORTIONS OF THESE SYSTEMS THAT ARE OUTSIDE THE STAGE 1A WORK ZONE SHALL BE CONSTRUCTED AT NIGHT PER THE LANE CLOSURE HOURS AS SPECIFIED IN THE SPECIAL PROVISIONS. 7. INSTALL ILLUMINATION SYSTEM AND SIGNALIZATION SYSTEM. B. INSTALL CURB, GUTTER, SIDEWALK AND PROPERTY RESTORATION ITEMS. 9. SAWCUT AND REMOVE EXISTING PAVEMENT AS NECESSARY AND INSTALL CONCRETE PAVEMENT AS SHOWN ON THE PLANS. 10. THE CONTRACTOR SHALL INSTALL LANDSCAPING, IRRIGATION, AND SIGNING AT THIS TIME WITHIN THE WORKZONE AS SPECIFIED FOR STAGE 1A. STAGE 1B GENERAL NOTES THE FOLLOWING WORK IS ANTICIPATED FOR STAGE 1B. IT INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. MAINTAIN 2' OF SHY DISTANCE BETWEEN LANE EDGE AND OBSTRUCTIONS. PROVIDE ADDITIONAL WARNING SIGNS OR CHANNELIZATION DEVICES AS NECESSARY TO WARN DRIVERS OF OBSTRUCTIONS. 2. MAINTAIN TEMPORARY CHANNELIZATION FROM STAGE 1A. 3. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. 4. RELOCATE VEHICULAR SIGNAL HEADS TO ALIGN WITH CONSTRUCTION CHANNELIZATION. COORDINATE WITH THE CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. 5. INSTALL PROJECT SIGNS AND 'BUSINESSES OPEN DURING CONSTRUCTION" SIGNS. 6. INSTALL TRAFFIC ISLAND. STAGE 2 GENERAL NOTES THE FOLLOWING WORK IS ANTICIPATED FOR STAGE 2. IT INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. REMOVE ISLANDS AS NECESSARY TO ESTABLISH CONSTRUCTION CHANNELIZATION AND PROVIDE TEMPORARY PAVEMENT PRIOR TO SHIFTING TRAFFIC. MAINTAIN 2' OF SHY DISTANCE BETWEEN LANE EDGE AND OBSTRUCTIONS. PROVIDE ADDITIONAL WARNING SIGNS OR CHANNELIZATION DEVICES AS NECESSARY TO WARN DRIVERS OF OBSTRUCTIONS. 2. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. 3. RELOCATE VEHICULAR SIGNAL HEADS TO ALIGN WITH CONSTRUCTION CHANNELIZATION. COORDINATE WITH THE CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. 4. INSTALL PROJECT SIGNS AND 'BUSINESSES OPEN DURING CONSTRUCTION" SIGNS. 5. INSTALL TEMPORARY EROSION CONTROL MEASURES, COMPLETE CLEARING AND GRUBBING, BEGIN DEMOLITION, CUT AND CAP EXISTING IRRIGATION SYSTEMS. 6. REMOVE EXISTING FEATURES AS NECESSARY AND INSTALL WATER AND STORM DRAINAGE SYSTEMS. CROSSINGS AND OTHER PORTIONS OF THESE SYSTEMS THAT ARE OUTSIDE THE STAGE 2 WORK ZONE SHALL BE CONSTRUCTED AT NIGHT PER THE LANE CLOSURE HOURS AS SPECIFIED IN THE SPECIAL PROVISIONS. 7. INSTALL ILLUMINATION SYSTEM AND SIGNALIZATION SYSTEM. 8. INSTALL CURB, GUTTER, SIDEWALK, DRIVEWAY, PEDESTRIAN ISLAND AND PROPERTY RESTORATION ITEMS. 9. SAWCUT AND REMOVE EXISTING PAVEMENT AS NECESSARY AND INSTALL CONCRETE PAVEMENT AS SHOWN ON THE PLANS. 10. THE CONTRACTOR SHALL INSTALL LANDSCAPING, IRRIGATION, AND SIGNING AT THIS TIME WITHIN THE WORKZONE AS SPECIFIED FOR STAGE 2. ALL LANE CLOSURES SHALL BE TEMPORARY AND SHALL FOLLOW ALLOWABLE LANE CLOSURE HOURS AS SPECIFIED IN THE SPECIAL PROVISIONS. 8.0' PROJECT SIGN NOTES 2" 1. PAINTING: THE FACE AND EDGES OF THE 1/2 INCH 2" PLYWOOD SIGN BOARD SHALL HAVE ONE PRIME COAT AND TWO SOIL . L,AKE WASHINGTON ROAD AY 6" AND BACKSOFFSIGN BOARD SHALL HAVE ONETCOATT OFS IMPROVEMENTS PRe{NIarr1 4° 3. PRIMER E ND EXTERIOR ENAMEL THE BACKGROUND COLOR MY . F, RENTON ! 1, 2. LETTER TYPES: THE LETTER TYPE SHALL BE SOLID 3" 1" HELVETICA MEDIUM EXCEPT THE LOGO WHICH WILL BE - 3" y' PROVIDED BY THE CITY. ALL LETTERS AND NUMBERS WILL FEDERAL AID 'GR�� 1`46NDS: =_ �> , 3.2 5" BE BLACK. CONr'RACT' QMOt"NT: - - - - - -- 2.5" R ARE 1 ° 3. LETTER SIZE. 4 LETTERS E /2 WIDE, 3 LETTERS CoNTRAEIDR: „ 2" ARE 3/8" WIDE; 2° LETTERS ARE 1/4" WIDE. 1.0' 4' x 8' -Y2" EXTERIOR PLYWOOD r 3 (SMOOTH BOTH SIDES, ABX) o z �C5 2" x 4" DIAGONAL BRACE D.F. ° STD. & BTR. (TYP) °m a ' 4" x 4" x 12' VERTICAL POSTS I TREATED (TYP) 0 rri PROJECT SIGN DETAIL CONSTRUCTION SIGNING NOTES: "MOTORCYCLES USE EXTREME CAUTION" SIGNS (W21 -1701) SHALL BE INSTALLED WHEN THE FOLLOWING ROADWAY CONDITIONS EXIST: 1. GROOVED PAVEMENT 2. ABRUPT PAVEMENT EDGE 3. STEEL PLATES 4. LOOSE GRAVEL OR EARTH SPECIFIC SIGNS FOR EACH OF THE CONDITIONS NOTED SHALL BE INSTALLED ALONG WITH THE "MOTORCYCLES USE EXTREME CAUTION" SIGNS. CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 5%5 40 80 3% 30 60 2Y30 20 40 FORMULAS FOR DETERMINING TAPER LENGTHS SPEED LIMIT (S) TAPER LENGTH (L) IN FEET 40 MPH OR LESS L= WS"2 /60 WHERE: L = TAPER LENGTH IN FEET W = WIDTH OF OFFSET IN FEET S = 35 MPH R=3614102 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 At : i2- 34 / (/- I( 0,)- $ = rtCVIJCU IV LuNrUKM IV LVNJIKUGIIUN C KLUUKUJ. NU KGVIDIUNZ, Nz VJ KJI � IU///UI41 IV///U141 �Mt,.'SO ��9 0,. wary, RG e �c _ z n 5so6 w� ,k aF° z SURVEYED: KPG DRAWN BY: HJT DESIGN BV: HJT CHECK BY: PJG PROJ MGR: PJG KPGr 7539hAveN 2502JeBersonAve 75399 AveN 0, 2502Je,WA 984e (206)28E1640 (253)621 -0120 0 - �0 i° CITY OF RENTON rll Public Works Department APPROVED FOR CONSTRUCTION SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS CONSTRUCTION CHANNELIZATION PLAN GENERAL NOTES ,1I� DRAWING NO. 47 PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 THIS SHEET. 0 Imo► M RECORD DRAWINGS PREPARED BY KPG, JULY 2014 21 21 z I z I I -- �. o NAL 1 0,4' FILE: 08046CONSTGNOTES.dw wwwkpgoDm BASED ON CONSIRUCTKN4 RECORDS BY: DATE: SHEET NO. 49 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE At : i2- 34 / (/- I( 0,)- $ = c C B Nz m p � 8 I I ( 4 O Ao M DCC �C G m� Z $ ; Z C s n m N� Cal M M D c B m D p o 0 05 z 0 - �0 1 o w 0 Imo► M 21 21 z I z I I -- B p o a o � D A Y N e 21 21 z (7) -- _ 2 LK WASHINGTON BLVD N - s � 52+00 12 5 D _. r- -- _B 10 10 4 1 5 ' IA[ 8- 1111 O n rnl )�rffl lrrrl lllrrn1 = c ... / - - — + s C � t a / \Oj J � +00 —is+e j �— n W 11 Je +oo 11 19+ao -- s +n>.97 3 4 . - .. .... . P j 3 5 2 o _ 7 2 9 8 5 115 7 � 3 — r ..... ._ 2 „ ' "" LOGAN AVE N1, j �� r r — — N PARK DRIVE A �M �> _. _ B -- �� ,. . �'� -� 4 I'C / �Eo 3 PLAN ® s 0 20 40 80 120 TEMPORARY CHANNELIZATION NOTES Q1 O1 TRAFFIC SAFETY DRUMS WITH LIGHTS 2Q TEMPORARY DOUBLE YELLOW CENTER LINE t�3 TEMPORARY LANE LINE ® TEMPORARY EDGE LINE QS TEMPORARY WIDE LINE Q7 TEMPORARY TYPE 2SL ARROW ® TEMPORARY DOTTED EXTENSION LINE g0 TEMPORARY STOP LINE 10 TEMPORARY TYPE 2SR ARROW 11 TEMPORARY TYPE 3SR ARROW 12 TEMPORARY TYPE 7S ARROW GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZATION NOTES, SEE SHEET 49. CONSTRUCTION CHANNELIZATION LEGEND Qt � TRAFFIC SAFETY DRUMS WITH LIGHT ® MAXIMUM EXTENTS OF WORK ZONE — — — — CLEARING LIMITS DIRECTION OF TRAVEL �16 .4' ill' ti11 4' X17 n' ti19 R' in W in R' ,VR 1' ,V5 n' RIGHT TURN WB WB WB LEFT TURN WB LEFT TURN EB EB AINTE BIKE LANE LANE LANE LANE LANE LANE LANE MEDIAN LANE SECTION A -A BUFFER BUF2FER �1ns' lo;;, in in in Sn' WORK ZONE nvaru�wm BUSINESS WB WB EB LEFT EB EB BIKE EB LANE LANE TURN LANE LANE I LANE LANE TRAFFIC gSAFETY SECTION B -B DRUMS WITH LIGHT BUFFER BUFFER in,;, in 5' in in in in 5' in 5' WORK ZONE nvaru�wm BUSINESS WB RIGHT WB WB WB LEFT WB LEFT EB EB 41 CITY OF RENTON ,� Public Works Department TURN LANE LANE LANE TURN LANE TURN LANE LANE LANE TRAFFIC gs SAFETY SECTION C -C DRUMS WITH LIGHT 1' 1' BUFFER BUFFER BUF2FER BUFFER 10.5' VARIES 10- 5' -15' VARIES 10.5' -15'I WORK ZONE nvaru�wm BUSINESS LANE I LANE LANE uO v4 is 04M1 sSo ,Zt of �� RO �� _ o WORK ZONE Kp� 753 9th AveN 2502Jefierson Ave 2'1--- �2 TRAFFIC s FTY SECTION D -D DRUMS WITH LIGHT 'IN nvaru�wm BUSINESS not BUSINESS NAME uO v4 is 04M1 sSo ,Zt of �� RO �� _ o SURVEYED: KPG DRAWN BY: KAT DESIGN BY: KAT Kp� 753 9th AveN 2502Jefierson Ave 41 CITY OF RENTON ,� Public Works Department REVISED TO CONFORM TO CONSTRUCTION RECORDS. NO REVISIONS °s z VS HJT � 07/2014 RECORD DRAWINGS THIS SHEET. $ wg0 o o3 o I m 3 CHECK BY: HUT Seattle,WA98109 Tacoma, WA 9MAve z k a a SSOe.� � o OA pROJMGR: NJD FILE: 08046CONST01.dwg (206) 286-1640 (253) 627-0720 www.kpgsom PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS APPROVED FOR CONSTRUCTION BY: DATE: NUMBER REVISION DESCRIPTION BY APP. DATE BUSINESS NAME BUSINESS NAME BUSINESS NAME BUSINESS NAME BUSINESS NAME OPEN DURING CONSTRUCTION BUSINESS ACCESS SIGN NOTES: 1. BUSINESS OPEN DURING CONSTRUCTION SIGNS SHALL BE CUSTOM MADE TO LIST EACH BUSINESS THAT IS ACCESSED BY THE DRIVEWAY WHERE THE SIGN IS PLACED. THE SIGN HEIGHT (H) SHALL VARY (2' MIN) TO ACCOMMODATE ALL H BUSINESS NAMES. 2. CONTRACTOR SHALL COORDINATE THE BUSINESS NAMES WITH ENGINEER PRIOR TO CUSTOM SIGN FABRICATION. THE NUMBER OF CHARACTERS AND SPECIFIC LETTERING SHALL VARY FOR EACH SIGN. BUSINESS ACCESS SIGN NITS R=3614103 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 SOUTH LAKE WASHINGTON DRAWING NO. 5O ROADWAY IMPROVEMENTS PROJECT NO. 11156 FED AID NO. CONSTRUCTION CHANNELIZATION PLAN -STAGE 1A DATE: FEB STA 10 +00 TO STA 19 +47 & STA 48 +00 TO 54 +00 OF 53 SHEET NO. 50 OF 53 I I I I� I� ° o v i? C m N C ■ Z Z 0 Y ; C 6 Nz m IM M i o ISO F9 >y a g° N m °s z I � � man n I I I I� I� ° o v i? C m N C ■ Z Z 0 Y ; C 6 Nz m IM M i o ISO >y 00 3 g° N m °s z € man n o O $ wg0 o o3 o I m 3 z ISO 00 3 g° N m z R A z 1 � 0' _ _ ®�:t 17' r- - — _ /G : _.. ._.. ........ .... __ \ 9 ,� 13400 :4+00 15 +1YJ- I6tD0— �" �— .[1 17 00 8 r / / T A / k t Q� O 0 20 40 80 120 LK WASHINGTON BLVD N sumo . ` sz+OD _ ._ i FOR PROPOSED II, 5 F CHANNELIZATION SEE ter, SHEETS 33 - 36. Id+00 - 19 +00 19 +4767 r - i p b Q4 —1R4' ,..11 1' -,11 d' ,.,1) n' ..17 A' ..,1n A' ...1n R' —A 1' ,..r. n' ',+ D �I 2 RIGHT TURN _ a O ° 3 ° Da N M >, 0 n I I �I 1' BUFFER SECTION F - -F 1' BUFFER 5.5' BUFFER NB LANE �2' ---1 2'�- TRAFFIC SAFETY DRUMS WITH LIGHT R=3614 CALL 3 WORKING DAYS SECTION G -G I O BEFORE YOU DIG: 811 1 I ADDENDUM #1 HJT 03 02 1 SURVEYED: KPG THIS REVISED TO CONFORM TO CONSTRUCTION RECORDS. NO REVISIONS VS HJT 07 2014 Kati" t s SQpG DRAWN BY: KAT .�i y� DRAWING NO. 51 do RECORD CITY OF RENTON SOUTH LAKE WASHINGTON PROJECT NO. 11156 DESIGN BY: KAT 7539th AveN 2502 Jefferson Ave DRAWINGS Public Works Department ROADWAY IMPROVEMENTS CHECK BY: HJT Searle, WA 98109 Tacoma, WA 98402 FED AID NO. (206)2861640 (253) 627 -0720 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION CONSTRUCTION CHANNELIZATION PLAN -STAGE 1 B DATE: FEB 2012 NAL e PROJ MGR: NJD www,kpGcom BASED ON CONSTRUCTION RECORDS STA 10+00 TO STA 19 +47 & STA 48 +00 TO 54 +00 SHEET NO. 51 OF 53 NUMBER REVISION DESCRIPTION eY APP. DATE 0A FILE: 08046CONST02.dwg BY: DATE: I T B RIGHT TURN O WB ° Da N EB z BIKE 7ap{N z ZZ9 g 3 = C is LANE z m 9 LANE ID 1' BUFFER SECTION F - -F 1' BUFFER 5.5' BUFFER NB LANE �2' ---1 2'�- TRAFFIC SAFETY DRUMS WITH LIGHT R=3614 CALL 3 WORKING DAYS SECTION G -G I O BEFORE YOU DIG: 811 1 I ADDENDUM #1 HJT 03 02 1 SURVEYED: KPG THIS REVISED TO CONFORM TO CONSTRUCTION RECORDS. NO REVISIONS VS HJT 07 2014 Kati" t s SQpG DRAWN BY: KAT .�i y� DRAWING NO. 51 do RECORD CITY OF RENTON SOUTH LAKE WASHINGTON PROJECT NO. 11156 DESIGN BY: KAT 7539th AveN 2502 Jefferson Ave DRAWINGS Public Works Department ROADWAY IMPROVEMENTS CHECK BY: HJT Searle, WA 98109 Tacoma, WA 98402 FED AID NO. (206)2861640 (253) 627 -0720 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION CONSTRUCTION CHANNELIZATION PLAN -STAGE 1 B DATE: FEB 2012 NAL e PROJ MGR: NJD www,kpGcom BASED ON CONSTRUCTION RECORDS STA 10+00 TO STA 19 +47 & STA 48 +00 TO 54 +00 SHEET NO. 51 OF 53 NUMBER REVISION DESCRIPTION eY APP. DATE 0A FILE: 08046CONST02.dwg BY: DATE: I T ( e RIGHT TURN WB WB WB LEFT TURN WB LEFT TURN EB EB AINTE BIKE 7ap{N LANE LANE LANE LANE LANE LANE LANE MEDIAN LANE TEMPORARY CHANNELIZATION NOTES Al 1O TRAFFIC SAFETY DRUMS WITH LIGHTS SECTION A -A GENERAL CONSTRUCTION CHANNELIZATION NOTES Q2 TEMPORARY DOUBLE YELLOW CENTER LINE FOR GENERAL CONSTRUCTION CHANNELIZATION NOTES, SEE SHEET 49. o 3O TEMPORARY LANE LINE I VARIES CONSTRUCTION CHANNELIZATION LEGEND r , M� 4 TEMPORARY EDGE LINE .3' -6.7' 12.0' 10.5' 10.5' 10.5' 10.5' 10.5' 5.0, f u 50 TEMPORARY WIDE LINE SHOULDE WB WB WB EB LEFT EB EB BIKE Qj TRAFFIC SAFETY DRUMS WITH LIGHT u n a LANE LANE LANE TURN LANE LANE LANE LANE m i © TEMPORARY MEDIAN LINE ® MAXIMUM EXTENTS OF WORK ZONE > n SECTION E -E o 7Q TEMPORARY TYPE 2SL ARROW CLEARING LIMITS a O ® TEMPORARY DOTTED EXTENSION LINE DIRECTION OF TRAVEL o � , w 3 TEMPORARY STOP LINE o N VARIES VARIES I m 6.5' -9.0' 11.4' -11.7' 10.5' 10.5' 10.5' 10.5' 10.5' 10.5' 10.5' m SHOULDER WB RIGHT PAINTED WB WB WB LEFT WB LEFT EB EB ti TURN LANE MEDIAN LANE LANE TURN LANE TURN LANE LANE LANE I 1' BUFFER SECTION F - -F 1' BUFFER 5.5' BUFFER NB LANE �2' ---1 2'�- TRAFFIC SAFETY DRUMS WITH LIGHT R=3614 CALL 3 WORKING DAYS SECTION G -G I O BEFORE YOU DIG: 811 1 I ADDENDUM #1 HJT 03 02 1 SURVEYED: KPG THIS REVISED TO CONFORM TO CONSTRUCTION RECORDS. NO REVISIONS VS HJT 07 2014 Kati" t s SQpG DRAWN BY: KAT .�i y� DRAWING NO. 51 do RECORD CITY OF RENTON SOUTH LAKE WASHINGTON PROJECT NO. 11156 DESIGN BY: KAT 7539th AveN 2502 Jefferson Ave DRAWINGS Public Works Department ROADWAY IMPROVEMENTS CHECK BY: HJT Searle, WA 98109 Tacoma, WA 98402 FED AID NO. (206)2861640 (253) 627 -0720 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION CONSTRUCTION CHANNELIZATION PLAN -STAGE 1 B DATE: FEB 2012 NAL e PROJ MGR: NJD www,kpGcom BASED ON CONSTRUCTION RECORDS STA 10+00 TO STA 19 +47 & STA 48 +00 TO 54 +00 SHEET NO. 51 OF 53 NUMBER REVISION DESCRIPTION eY APP. DATE 0A FILE: 08046CONST02.dwg BY: DATE: I T ( e n 0o a° D 7ap{N NUMBER IMII wr„ 3 C e.� Q� PLAN 0 20 40 80 120 TEMPORARY CHANNELIZATION NOTES Qj Q1 TRAFFIC SAFETY DRUMS WITH LIGHTS 2Q TEMPORARY DOUBLE YELLOW CENTER LINE 3Q TEMPORARY LANE LINE ® TEMPORARY EDGE LINE Q5 TEMPORARY VIDE LINE © TEMPORARY MEDIAN LINE 70 TEMPORARY TYPE 2SL ARROW ® TEMPORARY DOTTED EXTENSION LINE 90 TEMPORARY STOP LINE Public Works Department ,2300 - - 3 P y 5506 ��m ,k z (206) 2861640 (253) 627 -0720 PREPARED BY KPG, JULY 2014 � rr _ PROJ MGR: NJD mm BASED ON CONSTRUCTION RECORDS 3 uA FILE: 08046CONST03.dwg r BY: DATE: Q� PLAN 0 20 40 80 120 TEMPORARY CHANNELIZATION NOTES Qj Q1 TRAFFIC SAFETY DRUMS WITH LIGHTS 2Q TEMPORARY DOUBLE YELLOW CENTER LINE 3Q TEMPORARY LANE LINE ® TEMPORARY EDGE LINE Q5 TEMPORARY VIDE LINE © TEMPORARY MEDIAN LINE 70 TEMPORARY TYPE 2SL ARROW ® TEMPORARY DOTTED EXTENSION LINE 90 TEMPORARY STOP LINE REVISION DESCRIPTION BY I APP.I DATE 10.0' WB LANE VARIES VARIES 65-9.0' 11.5' -13.0' SHOULDER WB RIGHT TURN LANE �r H I ME mw �EAFIVI rA STq 48x00 SyFFT S3 7.5' 11.0' 11.o' 17.5' 1.1 n' 11 n' 5 n' HOULDE WB WB E6 LEFT EB EB BIKE " CITY OF F ENTON LANE LANE TURN LANE LANE LANE LANE SECTION H -H WB EB LEFT PAINTED EB LANE TURN LANE MEDIAN I LANE SECTION I - I 10.0, EB LANE BUFFER --� 2' 10.0' 10.0' 10.0' 10.0' 10.0' 10.0' y IB WB WB LEFT WB LEFT EB EB LANE LANE TURN LANE TURN LANE LANE LANE SECTION J-J 1' 1' BUFFER BUFFER BU FER VARIES BUFFER 10.5' 10 5' 10.5' -11.5' I 1. 22 :I 2' 2 �2 WORK ZONE � LANE LANE NB LANE a 0o " CITY OF F ENTON WORK ZONE B � 2 �2 SECTION K -K SURVEYED: KPG DRAWN BY: KAT � a 0o " CITY OF F ENTON a a B N RECORD a a z o'P I � a .0 vz DESIGN BY: KAT 753901AveN 2502Jeffewn Ave DRAWINGS DRAWINGS Im Public Works Department CHECK BY: HJT Seek WA 98109 Tame, WA 98402 - 3 P y 5506 ��m ,k z (206) 2861640 (253) 627 -0720 PREPARED BY KPG, JULY 2014 � APPROVED FOR CONSTRUCTION NqL PROJ MGR: NJD mm BASED ON CONSTRUCTION RECORDS uA FILE: 08046CONST03.dwg BY: DATE: LK WASHINGTON BLVD N I SH00 J , FOR PROPOSED CHANNELIZATION SEE SHEETS 33 — 36. 1944].5] N PARK DRIVE GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZATION NOTES, SEE SHEET 49. CONSTRUCTION CHANNELIZATION LEGEND Q1 TRAFFIC SAFETY DRUMS WITH LIGHT ® MAXIMUM EXTENTS OF WORK ZONE — — — — CLEARING LIMITS F SIGN R-3 6105 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 SOUTH LAKE WASHINGTON DRAWING NO. 52 ROADWAY IMPROVEMENTS PROJECT NO. 11156 FED AID NO. CONSTRUCTION CHANNELIZATION PLAN - STAGE 2 DATE: FEB STA 10 +00 TO STA 19 +47 & STA 48 +00 TO 54 +00 SHEET NO. 52 O O 2012 F 53 I I� B 0 0 a y N �Z9 Y 2 Z 'IN AVE N Z� C tiz m M n I 0 c I�o > a 0o a a B N >^ a a z Y I � a vz = o m Im a I I - 3 I I� B 0 0 a y N �Z9 Y 2 Z 'IN AVE N Z� C tiz m M n I 0 c I�o > a 0o a a B N € m z Y I � a I = o o F-r 3 z I � I I I�o a 0o a a € m z Y ~ I O r , f-i t) (`IVJ' \Jl 0 20 40 80 120 TEMPORARY CHANNELIZATION NOTES Qj Q1 TRAFFIC SAFETY DRUMS WITH LIGHTS 2Q TEMPORARY DOUBLE YELLOW CENTER LINE ® TEMPORARY EDGE LINE Q9 TEMPORARY STOP LINE 12 TEMPORARY TYPE 7S ARROW BUFFER VARIES BUFFER 14.0' -27.0' tan' SB LANE NB LANE F m -9 WORK ZONE m SECTION L -L�2 N LU LEI w N O CD i- Q V) W Z J Q GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZATION NOTES, SEE SHEET 49. CONSTRUCTION CHANNELIZATION LEGEND Q1 TRAFFIC SAFETY DRUMS WITH LIGHT ® MAXIMUM EXTENTS OF WORK ZONE - — — - CLEARING LIMITS DIRECTION OF TRAVEL BUSINESS ACCESS SIGN, SEE DETAIL, SHEET 50 I I� �o a 6 . o D 2 m y z ~ Z € i z N CD m M 8 X1 n I C! F m -9 N 3 m Nm m z � a I n I I� �o a 6 . o D 2 m y z ~ Z € i z N CD m M 8 X1 n I C! =y a 1 d a j�j z 1 c a o_ (I.� o N 3 z I I Ril 6 CALL 3 RE YOU DAYS 8 BEFORE YOU DIG: o n 811 C z 7 ADDENDUM 1 HJT 03 02 12 SURVEYED: KPG r� i; G. - REVISED TO CONFORM TO CONSTRUCTION RECORDS. NO REVISIONS VS HJT 07 2014 atiMl ns SLR DRAWN BY: KAT Kp� �� CITY OF RENTON SOUTH LAKE WASHINGTON DRAWING NO. 5J THIS SHEET. RECORD �� PROJECT NO. 11756 s _ z DESIGN BY: KAT 7539thAveN 2502JefiersonAve DRAWINGS Public Works Department ROADWAY IMPROVEMENTS CHECK BY: HJT SeetOe,WA98109 Tacoma,WA98402 FED AID NO. P 5506v� �w� ,k (208)2881840 (253) 627 -0720 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION CONSTRUCTION CHANNELIZATION PLAN -STAGE 2 DATE: FEB 2012 NAF �c�t� o PROD MGR: NJD v lrpgmm BASED ON CONSIRUCIION RECORDS BY DATE : STA 40 +00 TO STA 48 +00 SHEET NO. 53 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE 0A FILE: 08046CONST03.dwg MAYOR DENIS LAW CHIEF ADMINISTRATIVE OFFICER JAY COVINGTON PUBLIC WORKS ADMINISTRATOR GREGG ZIMMERMAN CITY COUNCIL DON PERSSON TERRI BRIERE RANDY CORMAN MARCIE PALMER ED PRINCE GREG TAYLOR RICH ZWICKER SCHEDULE OF DRAWINGS SHEET NO. TITLE 1 COVER SHEET 2 LEGEND, ABBREVIATIONS & SURVEY DATA 3 INDEX &ALIGNMENT DATA 4 - 5 TYPICAL ROADWAY SECTIONS 6 - 7 ROADWAY DETAILS 8 STORM DRAINAGE DETAILS 9-12 SITE PREPARATION &TESC PLANS 13 SITE PREPARATION &TESC DETAILS 14-17 ROADWAY PLANS 18-20 ROADWAY PROFILES 21 -24 ILLUMINATION PLANS 25 ONE -LINE CIRCUITS DIAGRAM 26 ILLUMINATION DETAILS 27-28 SIGNAL PLANS 29 WIRING DIAGRAM 30 SIGNAL POLE SPECIFICATIONS 31 SIGNAL DETAILS 32 ILLUMINATION AND SIGNAL FOUNDATION DETAILS 33-36 CHANNELIZATION & SIGNING PLANS 37-40 IRRIGATION PLANS 41 -42 IRRIGATION SCHEDULE AND DETAILS 43-46 LANDSCAPE PLANS 47 LANDSCAPE SCHEDULE AND DETAILS 48 DETOUR PLAN 49 -53 CONSTRUCTION CHANNELIZATION PLANS 49 ;A# CITY OF RENTON Public Works Dept, SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS (GARDEN AVENUE WIDENING) CAG -12 -021 FEBRUARY 2012 u5la Washington State ® Department of Transportation PROJ LOCA PROJECT VICINITY MAP 4 y `I In PJE N 2 � °GPN o � S1 ECT Q TION N sTH ST a N 6TH ST as o� � Da00a� 0� o Way S 0 '\Q E Q Q 0 I Liberty PoM1 O � o` a — a° no, Riw Library LOm S munity C ter 409n m ry r L 5 Intl St ❑� 3�� I:N<O Th<Olc 3r 51 rn R- 361454 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 KCYIJCU IU UUNFUKM IU UUNJIKUUIIUN KLUUKUJ. NU KCVIJIUNJ VJ FIJI luljfzul9 l SURVEYED: KPG THIS SHEET. 9� °�' as SLp Kp� `A3 CITY OF RENTON SOUTH LAKE WASHINGTON PROJECT NO. DRAWN BY: HJT RECORD rLL PROJECT NO. 11156 _ Y DESIGN BY: HJT 753961AveN 2502JefiersonAve DRAWINGS Public Works Department ROADWAY IMPROVEMENTS CHECK BY: NJD SeaNe,WA98109 Ta=m, WA 98402 FED AID NO. 'a s0a J ��c \k (20612861640 (253) 627-0720 0 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION DATE: FEB 2012 COVER SHEET K1t, �N2 p PROJ MGR: NJD rrVwl�Wm BASED ON CONSTRUCTION RECORDS BY: DATE: SHEET NO. 1 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE OAS FILE: 08046COV01.dwg t D �y n y N a: _ >z C) p °z Q �o 3 3 o F� 3 r z LEGEND EXISTING PROPOSED &MIC MONUMENT IN CASE ,PK PK NAIL /TK Q OLD LEAD AND TACK o C REBAR & CAP El CATCH BASIN O STORM DRAIN MANHOLE C SEWER MANHOLE ? POWER POLE JC POWER POLE W/UNDERGROUND CONNECT H POWER VAULT LID IJI POWER TRANSFORMER C'P.. POWER METER PVI GUY ANCHOR PAINTED GAS TELEPHONE VAULT LID I-. L TELEPHONE RISER zr„K TV RISER STORM UTILITY CABINET "K UTILITY RISER '!F " MONITORING WELL w GAS VALVE sccc STORM DRAIN CLEANOUT x WATER VALVE Sa FIRE HYDRANT dcY IRRIGATION CONTROL VALVE 0 LUMINAIRE RAISED - BUTTON SOLID STRIPE YARD LIGHT CEMENT CONCRETE TRAFFIC SIGNAL C TRAFFIC SIGNAL WITH LUMINAIRE CONCRETE CURB PEDESTRIAN SIGNAL DECORATIVE STAMPED CONCRETE JUNCTION BOX ABBREVIATIONS EXISTING M r1 \_J v DT2 -P - w >H SD _s TV 1:....:..._._ ........ <...__:._. AC CHLK, W/C D/W ,. ACP PROPOSED EXIST TRAFFIC CONTROL CABINET ■ CATCH BASIN TYPE 1 TRAFFIC ATTENUATOR LOOP Q CATCH BASIN TYPE 2 SIGN •DS DOWNSPOUT CONNECTION SHRUB 0 SEWER MANHOLE GRASS t FIRE HYDRANT DECIDUOUS TREE, DIAMETER IN INCHES 0 WATER METER PAINTED POWER H WATER VALVE PAINTED TELEPHONE BUSINESS ACCESS, TRANSIT BUTTERFLY VALVE PAINTED WATER PVI COUPLING PAINTED GAS BACK OF WALL THRUST BLOCK OVERHEAD UTILITY ► REDUCER STORM CATCH BASIN SIGN SEWER W WATER LINE PAINTED TELEVISION S SEWER LINE FENCE SD STORM DRAIN LINE, WITH DIRECTION OF FLOW GUARDRAIL 0 HMA CL Yz" PG 64 -22 FOR OVERLAY PAINTED STRIPE 0 HMA CL PG 64 -22 FOR NEW PAVEMENT RAISED - BUTTON SOLID STRIPE 0 CEMENT CONCRETE CURB & GUTTER W /GUTTER PAN RPMS DETECTABLE WARNING PATTERN CONCRETE CURB CAST IRON DECORATIVE STAMPED CONCRETE EXTRUDED CURB BARK MULCH EDGE OF PAVEMENT -II III -11x11 TOPSOIL TYPE A ROW CENTERLINE RT CSBC A CENTRAL ANGLE LP RIGHT OF WAY R/W SUBGRADE CONCRETE ® TREE GRATE ASPHALT ® BUS STOP PAD CHAINUNK r LEVEL SLOPE WHEELCHAIR RAMP J SLOPE INDICATOR DRIVEWAY HAND RAIL ® RETAINING WALL Ii CENTERLINE PAVEMENT GRIND LIMITS 10 11 SQUARE FEET I I CONSTRUCTION CENTERLINE ACP ASPHALT CONCRETE PAVEMENT EXIST EXISTING PRC POINT OF REVERSE CURVE ADA AMERICANS WITH DISABILITIES ACT FL FLANGE JOINT PT POINT OF TANGENT AP ANGLE POINT FOC FACE OF CURB PVC POLY VINYL CHLORIDE ATB ASPHALT TREATED BASE FOW FACE OF WALL PVT POINT OF VERTICAL TANGENT BAT BUSINESS ACCESS, TRANSIT HH HANDHOLE PVI POINT OF VERTICAL INTERSECTION BOW BACK OF WALL HMA HOT MIX ASPHALT R RADIUS CB CATCH BASIN HORIZ HORIZONTAL RJ RESTRAINED JOINT CDF CONTROLLED DENSITY FILL ID INSIDE DIAMETER RP RADIUS POINT CF CUBIC FEET IE INVERT ELEVATION PK 185613.88 1302380.15 28.90' LEGEND, ABBREVIATIONS & SURVEY DATA DATE: FEB 2012 RPMS RAISED PAVEMENT MARKERS CI CAST IRON L CURVE LENGTH CIP CAST IN PLACE LF LINEAR FEET RT RIGHT A CENTRAL ANGLE LP LOW POINT R/W RIGHT -OF -WAY BY APP. DATE S SLOPE CL CLASS LT LEFT SDP STORM DRAIN PIPE Ii CENTERLINE LW LANE WIDTH SF SQUARE FEET CL CENTERLINE MAX MAXIMUM STA STATION CMP CORRUGATED METAL PIPE MIN MINIMUM STD STANDARD CO CLEANOUT MH MANHOLE SY SQUARE YARDS CDR CITY OF RENTON MIC MONUMENT IN CASE T TANGENT CONC CONCRETE MJ MECHANICAL JOINT TESC TEMPORARY EROSION & SEDIMENT CONTROL CSBC CRUSHED SURFACING BASE COURSE N NORTHING TWLTL TWO -WAY LEFT TURN LANE CSTC CRUSHED SURFACING TOP COURSE NO NUMBER TOC TOP OF CURB DI DUCTILE IRON NTS NOT TO SCALE TYP TYPICAL DIA, 0 DIAMETER OC ON CENTER VERT VERTICAL DW DRIVEWAY OD OUTSIDE DIAMETER VLT VAULT E EASTING OH OVERHEAD WSDOT WASHINGTON STATE EJ EXPANSION JOINT PC POINT OF CURVE DEPARTMENT OF TRANSPORTATION ELEV ELEVATION PCC POINT OF COMPOUND CURVE WSL WATER SURFACE LEVEL EDP EDGE OF PAVEMENT PCCP PORTLAND CEMENT CONCRETE PAVEMENT YR YEAR EQ EQUAL PI POINT OF INTERSECTION NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. WHERE NO LINEWORK EXISTS BETWEEN UTILITY FEATURES, OR WHERE UTILITY LINEWORK ENDS ABRUPTLY IN THE DRAWING, THE UTILITY IN QUESTION HAS BEEN DEEMED "UNLOCATABLE" IN THE FIELD. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1- 800- 424 -5555. 2. FIELD SURVEY: KPG, INC. - APRIL 2009. 3. CONTOUR INTERVAL = 1 FOOT. 4. THE STORM DRAIN AND SEWER STRUCTURES SHOWN REFLECT THE CENTER OF THE RIM. STORM DRAIN AND SEWER LINES SHOWN ARE FROM CENTER OF RIM TO CENTER OF RIM. DATUM HORIZONTAL DATUM NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, PROJECT SCALE FACTOR = 0.99999859. HELD THE FOLLOWING WSDOT CONTROL POINTS: MON ID 5374 N. 181610.80 E. 1300588.29 RAILROAD SPIKE IN PAVED SURFACE. MON ID 5120 N. 186213.59 E. 1303561.78 BRASS DISK IN CONCRETE SURFACE. VERTICAL DATUM BASED ON KING COUNTY (NAVD88) POINT ID 6175: ELEV = 30.43 (US FEET). LOCATED AT THE NORTHWEST ANGLE OF THE INTERSECTION OF LAKE WASHINGTON BLVD N AND LOGAN AVE N/N PARK DR. THE MARK IS A CHISELED SQUARE IN THE CONCRETE BASE OF THE TRAFFIC SIGNAL SURVEY CONTROL POINTS POINT NUMBER DESCRIPTION NORTHING EASTING ELEVATION 1 PK 184680.14 1302392.20 31.79' 3 PK 185744.40 1302385.31 31.15' 4 PK 185385.13 1302515.59 29.01' 5 PK 185154.62 1302590.59 28.82' 6 PK 184836.67 1302712.92 30.67' 7 PK 185907.51 1302526.96 44.24' 8 PK 185494.61 1302157.38 30.05' 9 PK 185172.56 1301905.49 27.81' 10 PK 185306.36 1302069.79 28.50' 11 PK 185613.88 1302380.15 28.90' NOTE: SEE SITE PREPARATION & TESC PLANS FOR SURVEY CONTROL POINT LOCATIONS R- 361455 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 1 0 C rtctnarU IV VVIVf VIRM IV 1,VnJIKU6IIUI4 KLUVKUD. KU KCVIJVNK cn VD FIJI U/ LVI% eMt Tso� �c. _ o SURVEYED: KPG DRAWN BY: HJT DESIGN BY: HJT CHECK BY: NJ D 7539N Ave N 2502 Jefferson Sealde,WA98109 Tacoma, WA9,Ave d =o II w 96 CITY OF RENTON nIL Public Works Department SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS �] DRAWING NO. Z PROJECT NO. 11156 FED AID NO. � THIS SHEET. m z RECORD DRAWINGS ? 5506 �`Y ;k ,TFaNGl? PROJ MGR: NJD 12os123rr1sao 12531s2T -072a PREPARED BY KPG, ,JULY 2014 APPROVED FOR CONSTRUCTION LEGEND, ABBREVIATIONS & SURVEY DATA DATE: FEB 2012 p NAL 0A� FILE: 08046NDXOi.dwg NN1Y Wm BASED ON CONSTRUCTION RECORDS BY: DATE: SHEET NO. 2 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE 1 0 C cn 6 � i■■i z �a0 4" ^0 V 0 0 d =o II w _ m 3 o � 3 m z SHEETINDEX XO SITE PREPARATION PLAN OX ILLUMINATION PLAN Qx IRRIGATION PLAN XO ROADWAY PLAN O SIGNAL PLAN :X: LANDSCAPE PLAN F ROADWAY PROFlLE FX CHANNELIZATION & SIGNING PLAN CURVE C1 DATA PC = 10 +00 PT = 13 +18.46 A = 1814'47" L = 318.46' R = 1000.00' T = 160.59' CURVE C3 DATA PC = 52+39.94 PT = 54 +42.94 A = 2315'43" L = 203.00' R = 500.00' T = 102.92' CURVE C2 DATA PC = 50 +73.65 PT = 51 +63.78 A = 67'57'00" L = 90.13' R = 76.00' T = 51.21' CURVE C4 DATA PC = 54 +68.36 PT = 56 +10.92 A = 02'38'51" L = 142.55' R = 3085.00' T = 71.29' Rm361456 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 1 N D c NLVIOLI/ IV VVIVfVRM IU I UNJIRU%,IIVN RLWRUJ. NV KLVIJIUNJ m VJ Nil V/ LVIY 9EMI , rSO moo_ — i P sTo6�oGl$�w I R k HAL51V'k�'Wm 0^ SURVEYED: KPG DRAWN BY: HJT DESIGN BY: HUT CHECK BY: NJD PROJ MGR: NJD FILE: 08046NDX01.dwg Kp� Ave 75391,WA9 2502 Jeff WA Ave Seattle, WA 98109 Tawma,WA98402 www.lm.com (253 627 -0720 No �z �0 Q �� "r CITY OF RENTON .¢ Public Works Department APPROVED FOR CONSTRUCTION BY DATE: SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS INDEX & ALIGNMENT DATA q DRAWING NO. 3 PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEET NO. 3 OF 53 THIS SHEET. m q�+ RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS NUMBER REVISION DESCRIPTION BY APP. DATE 1 N D c ay m 9 � 6 N ^ 1 VlJ >z d 1 No �z �0 Q o_ 1 (% 3 o m q�+ 3 m z VARIES -11' 5 -11' EXISTING PULLOUT WHERE EXISTING PLANTER SHOWN IN PLANS SIDEWALK WHERE SHOWN VARIES N PLAN EXISTING CURB & GUTTER EXISTING CONCRETE PAVEMENT �5 �4 EXISTING EXISTING SIDEWALK PLANTER 2 WHERE 3 SHOWN VARA� IN PLAN 5 4" CEMENT CONCRETE SIDEWALK (WSDOT STD PLAN F- 30.10 -01) OR 6" CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 (CDR STD PLAN F004.1, F004.4, F009) I EXISTING CURB & GUTTER "11' PULLOUT WHERE SHOWN IN PLANS EXISTING CONCRETE PAVEMENT TYPICAL SECTION NOTES CONSTRUC11ON CHANNELIZED ISLAND, WHERE SHOWN IN PLANS X20' 24' VARIES, 11' -14.5' VARIES, 11' -14' VARIES, 13' -17' THRU /RIGHT LEFT TL RN LANE THRU LANE 51-5.5' TURN LANE I 14 STA 40 +69.48 TO STA 42 +23.5 ;GARDEN AVE N TYPICAL SECTION A 3 APPROX STA 40 +67.65 TO STA 42 +23.5, LOOKING NORTHWEST NTS -20' 11' -11.2' GHT TURN CONSTRUCTION i 11' -11.2' THRU LANE OR LEFT TURN LANE 11' -11.2' LEFT TURN LANE 24' 11' -11.2' THRU LANE 5.3' -5.5' 14 STA 42 +23.5 TO STA 43 +34.33 7 3 GARDEN AVE N TYPICAL SECTION B APPROX STA 42 +23.5 TO STA 43 +70, LOOKING NORTHWEST NTS 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2 -06 OF THE STANDARD SPECIFICATIONS. 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED CSBC UNDER PAVED SURFACES. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2 -03 OF THE STANDARD SPECIFICATIONS. 4. IF UNSUITABLE SUBGRADE IS ENCOUNTERED, THE CONTRACTOR SHALL CAREFULLY OVER- EXCAVATE TO A MAXIMUM DEPTH OF 1' AND REPLACE WITH CSBC OR AS DIRECTED BY THE ENGINEER. 5. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED AT ALL T1MES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 6. REMOVE EXISTING CURB, GUTTER AND SIDEWALK WHERE INDICATED ON THE PLANS. 7. SALVAGE EXISTING IRRIGATION EQUIPMENT WITHIN LIMITS OF CLEARING AND GRUBBING IN ACCORDANCE WITH SECTION 8 -03 OF THE SPECIAL PROVISIONS. 8. SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF LIMITS OF CLEARING AND GRUBBING. NUMBER I REVISION DESCRIPTION I BY I APP. I DATE MATERIAL CODE VARIES PLANTER �5' WIDTH VARIES EXISTING SIDEWALK WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES PLANTER �5' WIDTH VARIES EXISTING SIDEWALK WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE ® MATERIALS DESCRIPTION 1 18" CEMENT CONIC TRAFFIC CURB & GUTTER (WSDOT STD PLAN F- 10.12 -02) 2 2" CSBC 3 10" CEMENT CONC PAVEMENT 4 2" HMA CL Y2" PG 64 -22 FOR OVERLAY 5 4" CEMENT CONCRETE SIDEWALK (WSDOT STD PLAN F- 30.10 -01) OR 6" CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 (CDR STD PLAN F004.1, F004.4, F009) 6 COMPACTED SUBGRADE 7 EXISTING CEMENT CONC PAVEMENT, THICKNESS VARIES 8 2" BARK MULCH, SEE LANDSCAPE PLANS 9 12" TOPSOIL TYPE A, SEE LANDSCAPE PLANS 10 EXISTING ASPHALT CONIC PAVEMENT, THICKNESS VARIES 11 0.7' HMA CL X" PG 64 -22 PLACE IN 3 LIFTS 12 6" CSBC 13 MONOLITHIC CURB, SEE ROADWAY DETAILS SHEET 7 14 PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB WSDOT STD PLAN F- 10.64 -02 15 4" CSBC 16 HMA CL X2" PG 64 -22 FOR PRELEVEL, DEPTH VARIES FROM 1 " -3" 17 24" TOPSOIL TYPE A SEE LANDSCAPE PLANS TO STA 44 +57, LOOKING iii- 753901AveN 2502JefersonAve Seattle, WA 98109 Tacoma, WA 98402 (206) 286 -1640 (253) 627 -0720 www.kpg.com CONSTRUCTION �5' "4' -11' 24' , 24' EXISTING SIDEWALK EXISTING PLANTER WHERE SIDEWALK PULLOUT WHERE SHOWN IN PLANS SURVEYED: KPG J. PSG THRU LANE RIGHT TURN LANE 9�pAl �1 04 wASy� 'PG DRAWN BY: HJT tip DESIGN BY: HJT z IN PLAN CHECK BY: NJD P 5506, k 14 STA l��,yr o PROJ MGR: NJD , Nat tiNG 44 +57 7 GARDEN AVE 0,1' FILE: 08046TYP01.dwg iii- 753901AveN 2502JefersonAve Seattle, WA 98109 Tacoma, WA 98402 (206) 286 -1640 (253) 627 -0720 www.kpg.com CONSTRUCTION �5' "4' -11' 24' , 24' EXISTING SIDEWALK EXISTING PLANTER WHERE SIDEWALK PULLOUT WHERE SHOWN IN PLANS 12' 12' 12' 12' THRU LANE THRU LANE RIGHT TURN LANE RIGHT TURN LANE SHOWN 5.3' -5.5' VARIEi IN PLAN 14 STA 44 +27.33 TO ` EXISTING CURB & GUTTER EXISTING CONCRETE PAVEMENT '5' �4' EXISTING EXISTING SIDEWALK PLANTER WHERE SHOWN VARY IN PLAN EXISTING CURB & GUTTER VARIES, 7' -10' -11' PULLOUT WHERE SHOWN IN PLANS EXISTING CONCRETE PAVEMENT 24' EXISTING 12' SIDEWALK THRU LANE VARIES �T EXISTING CURB & GUTTER RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS CONSTRUCTION i 24' 24' 12' 12' 12' 12' 1 LANE THRU LANE RIGHT TURN LANE RIGHT TURN LANE 5.3' -5.5' _ . . _ 14 STA 44+57 TO STA 46 +75.25 7 3 GARDEN AVE N TYPICAL SECTION D APPROX STA 44 +57 TO STA 48 +03, LOOKING NORTHWEST 1 NTS NOTE: FOR DRIVEWAY FROM STA 44 +52.17 TO STA 44 +96.26, AND FOR SIDEWALK FROM STA 44 +91 TO STA 45 +41, SEE ROADWAY PLAN, SHEET 15. FOR DRIVEWAY DETAILS, SEE MATERIAL CODE TABLE, THIS SHEET, AND DETAIL SHEET 7. CONSTRUCTION 12' 12' THRU LANE I RIGHT TURN LANE 24' 12' RIGHT TURN LANE -6' -8' GARDEN AVE N TYPICAL SECTION E APPROX STA 48 +03 TO STA 48 +63, LOOKING NORTHWEST NTS WIDENING AREA VARIES. MATCH EXISTING ROADWAY R 361457 CROSS SLOPE � 43 CITY OF RENTON R rLL Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: VARIES ru rv¢rt �SEMSTIANLG ' WIDTH VARIES WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES 1' PLANTER 1' "5' F EXISTING SIDEWALK WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES VARIES, 5' -9' 1' PLANTER 1' 1' J `.5% SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS TYPICAL ROADWAY SECTIONS A-►3 ' �- �ror�� 3:1 MAX TO MATCH EXISTING EXCEPT WHERE INDICATED ON PLANS. CALL 3 WORKING DAYS BEFORE YOU DIG: 811 DRAWING NO. 4 PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEETNO. 4 OF 53 I 0 c > >; u G a= az 1 n �5 0 0 1 n wao 01 m 3 0 M� < 3 z 14 STA 44 +27.33 TO ` STA 44 +57 7 GARDEN AVE N TYPICAL SECTION C APPROX STA 43 +70 TO STA 44 +57, LOOKING NORTHWEST NTS NOTE: FOR SIDEWALK FROM STA 44 +37.62 TO STA 44 +57, SEE ROADWAY PLAN, SHEET 15. CONSTRUCTION i 24' 24' 12' 12' 12' 12' 1 LANE THRU LANE RIGHT TURN LANE RIGHT TURN LANE 5.3' -5.5' _ . . _ 14 STA 44+57 TO STA 46 +75.25 7 3 GARDEN AVE N TYPICAL SECTION D APPROX STA 44 +57 TO STA 48 +03, LOOKING NORTHWEST 1 NTS NOTE: FOR DRIVEWAY FROM STA 44 +52.17 TO STA 44 +96.26, AND FOR SIDEWALK FROM STA 44 +91 TO STA 45 +41, SEE ROADWAY PLAN, SHEET 15. FOR DRIVEWAY DETAILS, SEE MATERIAL CODE TABLE, THIS SHEET, AND DETAIL SHEET 7. CONSTRUCTION 12' 12' THRU LANE I RIGHT TURN LANE 24' 12' RIGHT TURN LANE -6' -8' GARDEN AVE N TYPICAL SECTION E APPROX STA 48 +03 TO STA 48 +63, LOOKING NORTHWEST NTS WIDENING AREA VARIES. MATCH EXISTING ROADWAY R 361457 CROSS SLOPE � 43 CITY OF RENTON R rLL Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: VARIES ru rv¢rt �SEMSTIANLG ' WIDTH VARIES WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES 1' PLANTER 1' "5' F EXISTING SIDEWALK WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES VARIES, 5' -9' 1' PLANTER 1' 1' J `.5% SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS TYPICAL ROADWAY SECTIONS A-►3 ' �- �ror�� 3:1 MAX TO MATCH EXISTING EXCEPT WHERE INDICATED ON PLANS. CALL 3 WORKING DAYS BEFORE YOU DIG: 811 DRAWING NO. 4 PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEETNO. 4 OF 53 I 0 c > >; u G a= az 1 n �5 0 0 1 n wao 01 m 3 0 M� < 3 z CONSTRUCTION q i' 5' 8' 31' -33' 2 2" CSBC 3 44' -55.5' 4 2" HMA CL 1/z' PG 64 -22 FOR OVERLAY 5 4" CEMENT CONCRETE SIDEWALK (WSDOT STD PLAN F- 30.10 -01) OR 6" CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 (CDR STD PLAN F004.1, F004.4, F009) SIDEWALK COMPACTED SUBGRADE PLANTER EXISTING CEMENT CONC PAVEMENT, THICKNESS VARIES 5' 2" BARK MULCH, SEE LANDSCAPE PLANS 9 12" TOPSOIL TYPE A, SEE LANDSCAPE PLANS 10 EXISTING ASPHALT CONC PAVEMENT, THICKNESS VARIES 11' 11' 7' -20 VARIES, -14' 115-12' 11' 0' -7' MONOLITHIC CURB, SEE ROADWAY DETAILS SHEET 7 14 PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB WSDOT STD PLAN F- 10.64 -02 15 4" CSBC y HMA CL X2" PG 64 -22 FOR PRELEVEL, DEPTH VARIES FROM 1 " -3" BICYCLE 24" TOPSOIL TYPE A, SEE LANDSCAPE PLANS THRU LANE THRU LANE DOUBLE LEFT LEFT TURN LANE THRU LANE THRU LANE CHANNELIZED LANE TURN LANES ISLAND r L57 3' -6' 8 17 13 LOGAN AVE N TYPICAL SECTION F WIDENING AREA VARIES. APPROX STA 12 +66.80 TO STA 13 +35, LOOKING NORTHEAST 3 MATCH EXISTING ROADWAY NTS EXISTING CONCRETE PAVEMENT 7 *3:1 MAX TO MATCH CROSS SLOPE EXISTING EXCEPT 12 WHERE INDICATED ON PLANS. e B T ICYCLE THRU LANE CONSTRUCTION 42' 11' 11' 11' 11' THRU LANE LEFT TURN LANE LEFT TURN LANE THRU LANE LANE 7' 4' LOGAN AVE N TYPICAL SECTION G APPROX STA 13 +35 TO 15 +70, LOOKING NORTHEAST NTS 5' EXISTING BICYCLE SIDEWALK LANE 8' 11' 5' EXISTING THRU LANE BICYCLE SIDEWALK LANE EDGE GRIND, FOR DETAIL SEE SHEET 6 MATERIAL CODE ® MATERIALS DESCRIPTION 1 18" CEMENT CONC TRAFFIC CURB & GUTTER (WSDOT STD PLAN F- 10.12 -02) 2 2" CSBC 3 10" CEMENT CONC PAVEMENT 4 2" HMA CL 1/z' PG 64 -22 FOR OVERLAY 5 4" CEMENT CONCRETE SIDEWALK (WSDOT STD PLAN F- 30.10 -01) OR 6" CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 (CDR STD PLAN F004.1, F004.4, F009) 6 COMPACTED SUBGRADE 7 EXISTING CEMENT CONC PAVEMENT, THICKNESS VARIES 8 2" BARK MULCH, SEE LANDSCAPE PLANS 9 12" TOPSOIL TYPE A, SEE LANDSCAPE PLANS 10 EXISTING ASPHALT CONC PAVEMENT, THICKNESS VARIES 11 0.7' HMA CL J¢" PG 64 -22 PLACE IN 3 LIFTS 12 6" CSBC 13 MONOLITHIC CURB, SEE ROADWAY DETAILS SHEET 7 14 PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB WSDOT STD PLAN F- 10.64 -02 15 4" CSBC 16 HMA CL X2" PG 64 -22 FOR PRELEVEL, DEPTH VARIES FROM 1 " -3" 17 24" TOPSOIL TYPE A, SEE LANDSCAPE PLANS NOTES: FOR TYPICAL SECTION NOTES, SEE TYPICAL ROADWAY SECTIONS, SHEET 4. LUMINAIRE POLE, FOR DETAILS SEE SHEET 26 • 2:1 MAX TO MATCH EXISTING EXCEPT WHERE VARIES, INDICATED ON PLANS. 2' MIN ER� z•, Mqx r LUMINAIRE FOUNDATION, FOR DETAILS SEE SHEET 32 ALTERNATE METHOD • 3:1 MAX TO MATCH WIDENING AREA 11 EXISTING EXCEPT VARIES. MATCH FOR ALTERNATE METHOD, WHERE INDICATED ON 12 EXISTING ROADWAY SEE DETAILS, THIS SHEET • 2:1 MAX TO MATCH PLANS. CROSS SLOPE 6.8'-7.5' EXISTING EXCEPT CONSTRUCTION SHOULDER CONSTRUCTION WHERE INDICATED ON Ii PLANS. -48.5' -48.5' -5.5' 26' -40' X42' 1' \ - 8' -8.5' 12' 115-12' 10.5-11' 11'-11.5' 11' -12.5' 11' 110-14.3' EXISTING 5' 11' -27' 11' -12' 0' -20' VARIES SHOULDER RIGHT TURN LANE THRU LANE THRU LANE LEFT TUN LANE LEFT TURN LANE THRU LANE THRU LANE SIDEWALK BICYCLE THRU LANE THRU LANE DROP LANE SHOULDER VARIES LANE SEE ROADWAY PLAN, SHEET 16, FOR TRAFFIC CURB & GUTTER TYPE VARY 2' MIN ry� l 2' MIN I :. M0 1 1 EDGE GRIND, FOR 4 WIDENING AREA VARIES. 11 DETAIL SEE SHEET 6 16 EXISTING MATCH EXISTING ROADWAY 16 i 6 12 4 EDGE GRIND, FOR 10 CROSS SLOPE N PARK DRIVE TYPICAL SECTION H CURB & GUTTER DETAIL SEE SHEET 6 EXISTING EXTRUDED CURB (TYP) 10 APPROX STA 17 +68 TO STA 18 +90, LOOKING NORTHEAST EDGE GRIND, FOR LAKE WASHINGTON BLVD N TYPICAL SECTION J 11 1 EXISTING GUARDRAIL (TYP) 1 NTS DETAIL SEE SHEET 6 APPROX STA 50 +66 TO 52 +11.30, LOOKING NORTHEAST 15 NOTE: FOR GUARDRAIL FROM STA 17 +60.30 TO STA 17 +85.30, SEE ROADWAY PLAN, SHEET 16. NTS 12 6 r3:1 MAX TO MATCH CONSTRUCTION CONSTRUCTION EXISTING EXCEPT • 2:1 MAX TO MATCH WHERE INDICATED ON 2 EXISTING EXCEPT PLANS. 1 VARIES 6.8' -8' 40' VARIES, 40' -45' 1' WHERE INDICATED ON -5.5' 26' -43' -42' SIDEWALK 5' 11' 12' 1 12' 12' 20' X9.5 -13 PLANS. 5' 11' -27' 11' -12' 0' -20' VARIES ' BICYCLE RIGHT TURN LANE LEFT TURN LANE LEFT TURN LANE THRU LANE THRU LANE SHOULDER THRU LANE THRU LANE DROP LANE SHOULDER >*K, 1. X LANE N9.5' 2' MIN 7/77-/=7-7777/7,�17 171/77177777/7 777777 xr /Z 1771'1-1777771-1-1-111111 4 16 i, \// 16 SEE ROADWAY PLAN, SHEET 16, EXISTING 4 G EDGE GRIND, FOR R=361458 5 15 4 `\ FOR TRAFFIC CURB &GUTTER TYPE CURB &GUTTER DETAIL SEE SHEET 6 2 10 1 11 it 6 12 WIDENING AREA VARIES. 12 15 LAKE WASHINGTON BLVD N TYPICAL SECTION K MATCH EXISTING ROADWAY LAKE WASHINGTON BLVD N TYPICAL SECTION I 6 APPROX STA 52 +11.30 TO 53 +84.11, LOOKING NORTHEAST CALL 3 WORKING DAYS STA 49+94 TO CROSS SLOPE APPROX STA 50 +00 TO 50 +66, LOOKING NORTHWEST NTS BEFORE YOU DIG: STA 50 +47 NTS WIDENING AREA VARIES. MATCH 811 EXISTING ROADWAY CROSS SLOPE REVISIONS TO SECTIONS H & I - CO #6 HJT 07 12 12 SURVEYED: KPG z REVISIONS TO SIDEWALK SLOPE SECTIONS F G & I - CO #6 HJT O6 26 12 1pti�,t �.,,rSU,pG DRAWN BY: HJT Al �} DRAWING NO. 5 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 °` " RECORD CITY OF RENTON SOUTH LAKE WASHINGTON �� rLL PROJECT NO. 11156 DESIGN BY: HJT Public Works Department ROADWAY IMPROVEMENTS — � 7539tlIAueN 2502Je8ersonAve DRAWINGS CHECK BY: NJD Seake,WA98169 Taooma,WA98402 FED AID NO. P k ssoetq ��x \k (206) 28&1640 2513 627 -0720 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION DATE: FEB 2012 PROJ MGR: NJD ( I BASED ON CONSTRUCTION RECORDS TYPICAL ROADWAY SECTIONS Nac £NU ^' FILE: 08D46TYP01.dw wwwkpg Wm BY: DATE: SHEET NO. 5 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE 0 9 �3' rz -3 6 r Yfig u D c �ya m a= v a 1 ;;z �0 0 °o 1 W 0 I--► 3 z IF TO BE FLUSH WITH GUTTER PAN OR HMA OVERLAY EXTRUDED CURB --\ I WIDTH VARIES r CURB & GUTTER OR STATION EXISTING OR NEW RADIUS EXTRUDED CURB o (3- MIDPOINTS OF RAMPS GRIND ROADWAY TO ROADWAY 15 +66.47 51.84' RT I DEPTH OF OVERLAY LOGAN AVE N B 15 +72.15 44.08' RT EDGE GRINDING DETAIL - 28.87' Q4 1 48+71.54 NTS I - Q + GRIND TO ADJACENT PROPOSED LANE LINE OR AS SHOWN BELOW: 15 +70.01 15' • 13+34.96 TO 15 +75.00, EDGE GRINDING WIDTH ON THE SOUTH SIDE OF THE ROADWAY SHALL BE Xc WIDE. 121_67 no rn 18, 89 cn 6999 GRINDING rune I nN 89; I 61956 61F TI I6- ROABINA_Y�I IA66 WIPF- I�rerw ry Iel erefevve • 17 +57.08 TO 18 +89.62, EDGE oleo mote meal err oval oI GRINDING WIDTH ON THE SOUTH SIDE OF THE ROADWAY BE 98= SHALL BE 20 WIDE. • 17 +64.22 TO 18 +89.62, EDGE GRINDING WIDTH ON THE NORTH SIDE OF THE ROADWAY SHALL BE 11' WIDE. HMA OVERLAY TO BE ISLAND 1 1 15 +63.22 47.92' RT FLUSH WITH PAVEMENT. 2.50' 28.60' 2 15 +65.14 SEAL JOINT WITH AR4000 PT 30' HMA OVERLAY FOR ASPHALT. 43.83' RT PLANING BITUMINOUS 0.75' - 4 15 +69.16 PAVEMENT PT - 1 5 15 +69.24 45.61' RT PER LONGITUDINAL JOINT 1.00' r c 6 15 +68.82 DETAIL, SEE WSDOT STD PT a GRIND EXISTING EXISTING PLAN A- 40.10 -02 FOR 15+65.00 CD CD ROADWAY TO ROADWAY CONCRETE. - DEPTH OF OVERLAY 15 +63.94 49.01' RT PT - BUTT JOINT DETAIL ISLAND 2 9 48 +62.68 40.65' LT NTS 0.75' - w• uuw GI 1[• Rr c.I_oaQ 4" CSBC COMPACTED SUBGRADE Q ASPHALT TRANSITION SECTION NTS SAWCUT IN NEAT VERTICAL 1' LINE SEAL WITH PAVING OIL PEDESTRIAN ISLAND POINTS LAYOUT TABLE POINT STATION FOFFSET DESCRIPTION RADIUS FLOWLINE ELEVATION MIDPOINTS OF RAMPS A 15 +66.47 51.84' RT I LOGAN AVE N B 15 +72.15 44.08' RT - - 28.87' C 1 48+71.54 32.82' LT I - - 28.95' MISCELLANEOUS POINTS D 15 +70.01 49.32' RT - - - E 15 +72.29 46.19' RT - - - F 48 +71.54 36.51' LT - - - G 48 +74.56 36.32' LT - - - ISLAND 1 1 15 +63.22 47.92' RT PC 2.50' 28.60' 2 15 +65.14 44.05' RT PT - 28.76' 3 15 +68.37 43.83' RT PC 0.75' - 4 15 +69.16 44.53' RT PT - - 5 15 +69.24 45.61' RT PC 1.00' - 6 15 +68.82 46.49' RT PT - - 7 15+65.00 49.20' RT PC 0.75' - 8 15 +63.94 49.01' RT PT - - ISLAND 2 9 48 +62.68 40.65' LT PC 0.75' - 10 48+63.68 40.97' LT PT - - 11 48 +66.89 39.37' LT PC 3.00' - 12 48 +68.56 36.69' LT PT - - 13 48 +68.56 33.29' LT PC 0.75' - 14 48 +67.76 32.54' LT PT - - 15 48 +60.96 32.96' LT PC 1.50' 28.85' 16 48 +59.73 35.16' LT PT - 28.75' ISLAND 3 17 15 +75.75 45.89' RT PC 1.00' - 18 15 +75.23 45.08' RT PT - - 19 15 +75.16 44.12' RT PC 0.75' - 20 15+75.86 43.33' RT PT - - 21 15 +80.15 43.04' RT PC 2.50' 29.00' 22 48+76.87 31.99' LT PT - 29.00' 23 48 +75.26 32.09' LT PC 0.75' - 24 48 +74.56 32.84' LT PT - I - ' PAVED AREAS CONCRETE PAVEMENT EXISTING PAVEMENT 10" CEMENT DEPTH VARIES CONCRETE 6" CSBC MIN OR TO DEPTH OF EXISTING \ ` '\y '\x / PAVEMENT 2' HMA CL J1 ", PG 64 -22 OVERLAY \ / \ \/ / / SECTION i\ 0.7' HMA CL )!r, PG 64-22 //� ' \X� 6" CSBC MIN OR TO DEPTH OF EXISTING PAVEMENT SECTION //\ " /\ COMPACTED SUBGRADE COMPACTED CSBC BACKFILL a CL w o GRAVEL BACKFILL FOR NUMBER ,! PEDESTRIAN ISLAND POINTS LAYOUT TABLE POINT STATION OFFSET DESCRIPTION RADIUS FLOWLINE ELEVATION MIDPOINTS OF RAMPS H 1 50 +06.09 26.45' RT I LOGAN AVE N I 1 50 +14.16 36.88' RT 1 PROJECT NO. 32.50' ISLAND 4 1 50 +16.86 27.00' RT PC 1.50' 31.95' 2 50 +18.10 29.19' RT PRC 72.00' 32.10' 3 50 +16.05 33.51' RT PRC 0.75' - 4 50 +14.95 33.84' RT PT - - 5 50 +10.99 31.17' RT PC 3.00' - 6 50 +09.73 29.33' RT PT - - 7 50+09.29 27.35' RTI PC 0.75' - 8 1 50 +10.11 26.44' RT I PRC 138.00' - ISLAND 5 9 16 +92.37 30.08' LT PC 2.50' 32.21' 10 16 +90.31 34.15' LT PRC 138.00' 32.04' 11 16 +92.19 36.54' LT PRC 0.75' - 12 16+92.99 36.80' LT PT - - 13 16+97.63 35.50' LT PC 9.00' - 14 17 +04.26 36.21' LT PT - - 15 17 +10.08 39.28' LT PC 0.75' - 16 17+16.97' LT PRC 72.00' - 17 17 +14.93 35.40' RT PC 2.50' 32.90' 18 1 17 +13.39 31.03' RT PT - 1 32.90' NEW HANDRAIL M 8' I 2 PROVIDE ONE DAY TO REVIEW FORMS BY CITY ENGINEER PRIOR TO POURING CONCRETE 001 o I PERPENDICULAR CURB RAMP - R3 CONTRACTION JOINT PEDESTRIAN NTS PER WSDOT STD ISLAND, WIDTH VARIES PLAN F- 30.10 -01 SEE PLANS FACE OF ISLAND 1/2" R 2" HMA FOR 1" R 6" 6" OVERLAY ° ° d° ° 1/2" R �u61I;;II�19I4igip;i i ° e a° PIPE ZONE BEDDING k' EXISTING ASPHALT ° ° n - o ROADWAY SEWER, WATER OR STORM DRAIN PIPE, SIZE AS SHOWN ON PLANS SAWCUT (ONLY ON MAX. PAY LIMIT I UNDISTURBED SUBGRADE • 30" + ID FOR 8 "0 & 12 "0 PIPE • (1.5 • ID) + 18" FOR PIPE 18 "0 OR GREATER, WHERE ID IS NOMINAL PIPE DIAM. TYPICAL TRENCH DETAIL NTS NOTE: TRENCHES SHALL BE PATCHED WITHIN 3 DAYS AFTER PIPE INSTALLATION. REVISION DESCRIPTION BY I APP.I DATE �Al J. PSO� v WAS, EXISTING ASPHALT PAVEMENT) 2" ADJACENT TO EXISTING ASPHALT PAVEMENT s a 6NG, OA SURVEYED: KPG DRAWN BY: HJT DESIGN BY: HJT CHECK BY: NJD PROJ MGR: NJD FILE: 08046DET01.dwg LOGAN AVE N ' ' 4 a 3 PROJECT NO. �a N FED AID NO. ?' v DATE: 0000000 °o0. 00 00 00 FOUNDATION -- 0 0 on ... A I 2 PROVIDE ONE DAY TO REVIEW FORMS BY CITY ENGINEER PRIOR TO POURING CONCRETE 001 o I PERPENDICULAR CURB RAMP - R3 CONTRACTION JOINT PEDESTRIAN NTS PER WSDOT STD ISLAND, WIDTH VARIES PLAN F- 30.10 -01 SEE PLANS FACE OF ISLAND 1/2" R 2" HMA FOR 1" R 6" 6" OVERLAY ° ° d° ° 1/2" R �u61I;;II�19I4igip;i i ° e a° PIPE ZONE BEDDING k' EXISTING ASPHALT ° ° n - o ROADWAY SEWER, WATER OR STORM DRAIN PIPE, SIZE AS SHOWN ON PLANS SAWCUT (ONLY ON MAX. PAY LIMIT I UNDISTURBED SUBGRADE • 30" + ID FOR 8 "0 & 12 "0 PIPE • (1.5 • ID) + 18" FOR PIPE 18 "0 OR GREATER, WHERE ID IS NOMINAL PIPE DIAM. TYPICAL TRENCH DETAIL NTS NOTE: TRENCHES SHALL BE PATCHED WITHIN 3 DAYS AFTER PIPE INSTALLATION. REVISION DESCRIPTION BY I APP.I DATE �Al J. PSO� v WAS, EXISTING ASPHALT PAVEMENT) 2" ADJACENT TO EXISTING ASPHALT PAVEMENT s a 6NG, OA SURVEYED: KPG DRAWN BY: HJT DESIGN BY: HJT CHECK BY: NJD PROJ MGR: NJD FILE: 08046DET01.dwg ISLAND 4 SIGNAL POLE #2 1 :'Z': FOUNDATION ..'5': 7. / ..'H': / / :15:• / o � z 00 C3 0 000 j 00 Oo W A 16 J 12. / ISLAND 5 (d 14. :18: PEDESTRIAN ISLAND III�III�II' NE PARK DR SECTION DETAIL, THIS SHEET Q PEDESTRIAN ISLAND LAYOUT PLAN 0 5 10 15 SCALE IN FEET ISLAND 1 :17: CEMENT CONCRETE PAVEMENT i� o ' 6 ' S CF. .F. 00 CONTRACTION JOINT PER PEDESTRIAN? cy\ WSDOT STD PLAN F- 30.10 -01 ,, 0 2% MAX ••D•_ ISLAND, WIDTH VARIES 2% • 6' PEDESTRIAN ISLAND 1" R 6" ° 1" R SEE PLANS DETECTABLE � �� o PATHWAY WARNING PATTERN (TYP) 2.5" MAX a 4 °° � °1/2• R ° a A 10„ a =� a _ 9 a ° ° d SIGNAL POLE 44 C.. / 13 -:22:• 23' 24: SEE PEDESTRIAN`° ISLAND SECTION FOUNDATION :16: -- \ :15: DETAIL, THIS SHEET 1/4" PREMOLDED JOINT FILLER (WHEN CONTRACTION JOINT ISLAND 2 ADJACENT TO CEMENT CONCRETE PER WSDOT STD PEDESTRIAN ISLAND PATHWAY) PLAN F- 30.10 -01 PEDESTRIAN ISLAND LAYOUT PLAN 4" DIA 4" CSBC, MIN FOUNDATION PER SIGNAL 1 COMPACTED SUBGRADE 0 5 POLE FOUNDATION DESIGN DETAIL, SHEET 32 PEDESTRIAN ISLAND SECTION A -A NOTES: NTS 1. ALL PEDESTRIAN ISLAND PATHWAYS ARE 6.0' WIDE, UNLESS OTHERWISE NOTED. 2. ALL DETECTABLE WARNING SURFACES ARE 2.0' x 6.0', UNLESS OTHERWISE NOTED. 3. ALL PEDESTRIAN ISLAND RADII ARE 1.0', UNLESS OTHERWISE NOTED. 4. SIGNAL POLE FOUNDATION SHALL BE LOCATED PER SIGNAL POLE SPECIFICATIONS, SHEET 30. LOCATION SHALL BE APPROVED BY THE CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE SUCH THAT THE DISTANCE BETWEEN THE FACE OF THE PEDESTRIAN ISLAND AND THE PEDESTRIAN PUSH BUTTON SHALL NOT EXCEED 10 ", EXTENSION OF FOUNDATION BEYOND FACE OF PEDESTRIAN ISLAND MAY VARY BASED ON POLE DIAMETER BUT SHALL NOT EXCEED 2.5" 5. SIGNAL POLE FOUNDATION SHALL BE CONSTRUCTED PER SIGNAL POLE FOUNDATION DESIGN DETAIL, SHEET 32. 7539th Ave N 2502 Jefferson Ave Seare, WA 981 09 Tacoma, WA 98402 (206) 286-1640 (253) 627 -0720 www.kpg.00m RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS ROADWAY DETAILS /-\9- 2 -'-3S'6 r S- 7 0R=16 1459 CALL 3 WORKING DAYS Imo BEFORE YOU DIG: :,rs,r;,;;r,; •" •..a 4" CEMENT CONIC <0 0 =o LOGAN AVE N ' ' 4 20: ' 3 PROJECT NO. 11156 :21:• FED AID NO. ?' z DATE: PPB POLE #5 - -- ISLAND 3 FOUNDATION -- 0 0 on ... A MA) G ISLAND 1 :17: CEMENT CONCRETE PAVEMENT i� o ' 6 ' S CF. .F. 00 CONTRACTION JOINT PER PEDESTRIAN? cy\ WSDOT STD PLAN F- 30.10 -01 ,, 0 2% MAX ••D•_ ISLAND, WIDTH VARIES 2% • 6' PEDESTRIAN ISLAND 1" R 6" ° 1" R SEE PLANS DETECTABLE � �� o PATHWAY WARNING PATTERN (TYP) 2.5" MAX a 4 °° � °1/2• R ° a A 10„ a =� a _ 9 a ° ° d SIGNAL POLE 44 C.. / 13 -:22:• 23' 24: SEE PEDESTRIAN`° ISLAND SECTION FOUNDATION :16: -- \ :15: DETAIL, THIS SHEET 1/4" PREMOLDED JOINT FILLER (WHEN CONTRACTION JOINT ISLAND 2 ADJACENT TO CEMENT CONCRETE PER WSDOT STD PEDESTRIAN ISLAND PATHWAY) PLAN F- 30.10 -01 PEDESTRIAN ISLAND LAYOUT PLAN 4" DIA 4" CSBC, MIN FOUNDATION PER SIGNAL 1 COMPACTED SUBGRADE 0 5 POLE FOUNDATION DESIGN DETAIL, SHEET 32 PEDESTRIAN ISLAND SECTION A -A NOTES: NTS 1. ALL PEDESTRIAN ISLAND PATHWAYS ARE 6.0' WIDE, UNLESS OTHERWISE NOTED. 2. ALL DETECTABLE WARNING SURFACES ARE 2.0' x 6.0', UNLESS OTHERWISE NOTED. 3. ALL PEDESTRIAN ISLAND RADII ARE 1.0', UNLESS OTHERWISE NOTED. 4. SIGNAL POLE FOUNDATION SHALL BE LOCATED PER SIGNAL POLE SPECIFICATIONS, SHEET 30. LOCATION SHALL BE APPROVED BY THE CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE SUCH THAT THE DISTANCE BETWEEN THE FACE OF THE PEDESTRIAN ISLAND AND THE PEDESTRIAN PUSH BUTTON SHALL NOT EXCEED 10 ", EXTENSION OF FOUNDATION BEYOND FACE OF PEDESTRIAN ISLAND MAY VARY BASED ON POLE DIAMETER BUT SHALL NOT EXCEED 2.5" 5. SIGNAL POLE FOUNDATION SHALL BE CONSTRUCTED PER SIGNAL POLE FOUNDATION DESIGN DETAIL, SHEET 32. 7539th Ave N 2502 Jefferson Ave Seare, WA 981 09 Tacoma, WA 98402 (206) 286-1640 (253) 627 -0720 www.kpg.00m RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS ROADWAY DETAILS /-\9- 2 -'-3S'6 r S- 7 0R=16 1459 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 <0 0 =o Aga 0 =o ' DRAWING NO. 6 3 PROJECT NO. 11156 M••r FED AID NO. z DATE: FEB 2012 SHEET NO. 6 OF 53 t 0 c �y d a <0 0 =o Aga 0 =o ' 3 o M••r 3 z ti MATCH EXISTING ELEVATION P v a a o ° oQO o DW1 3 W a 0 o. p W N . ^. cv o Z a u 0 e W W DW 1 STA 0 +00 b STA 44 +74.23 --\ o z 45 +00 DRIVEWAY 1 PLAN GARDEN AVE N 40- N CD o u + oil -. II F N W 30 I ------ - - - - -- MATCH EXISTING CONCRETE ROADWAY ELEVATION 20 0 +00 MATCH ROADWAY SLOPE GARDEN AVE N PLAN SCALE: 1" = 10' SIDEWALK 0 +25 DRIVEWAY 1 PROFILE MATCH EXISTING ELEVATION 0 +50 1.1�1 49 +00 nruruT nnun r,nruuly runmm rzuii Mu uuuuuuuuuuum m, GARDEN AVE N MEANDERING SIDEWALK PLAN SIDEWALK LAYOUT POINTS mvun flu wnu nl "U vv IUN UL InlLo — Vv N O N N LENGTH 1 Cq 'n d o N M PCC N 24.07' O+ 3 N O 24.63' RT N - 4 II u u u u h PCC w w 10.95' 6 w ¢ 33.53' RT - - 7 PCC 48 +61.83 34.93' RT 89.50' 13.67' ssss SS as ao. SIDEWALK 0 +25 DRIVEWAY 1 PROFILE MATCH EXISTING ELEVATION 0 +50 1.1�1 49 +00 nruruT nnun r,nruuly runmm rzuii Mu uuuuuuuuuuum m, GARDEN AVE N MEANDERING SIDEWALK PLAN SIDEWALK LAYOUT POINTS mvun flu wnu nl "U vv IUN UL InlLo — Vv DESCRIPTION OFFSET RADIUS LENGTH 1 PC 35.03' RT 15.00' 11.21' 2 PCC 31.04' RT 24.07' 18.00' 3 PT F48+48.25 24.63' RT - - 4 PC 39.94' RT 12.0' 8.44' 5 PCC 37.09' RT 15.0' 10.95' 6 PT 33.53' RT - - 7 PCC 48 +61.83 34.93' RT 89.50' 13.67' SI[ 4( 3( ENTRANCE LENGTH SIDEWALK LENGTH SEE DRIVEWAY 1 PLAN, SEE DRIVEWAY 1 PLAN, THIS SHEET THIS SHEET 2% MAX 4. 6" CEMENT CONC DRIVEWAY 20 +00 4" CSBC DRIVEWAY 1 DETAILS COMPACTED NTS SUBGRADE NOTE: FOR ADDITIONAL DETAILS SEE ROADWAY PLAN, SHEET 15. 10' VC 4 PLAN SCALE: 1" = 10' = 5 1/2" z 6 1/2° X �1" R N MATCH EXISTING 48 +00 " . " o 4" CEMENT CONCRETE SIDEWALK 2" CSBC 0 CEMENT CONCRETE THICKENED EDGE SIDEWALK NTS 0 +25 0 +50 0 +75 MEANDERING SIDEWALK PROFILE mvun flu wnu nl "U vv IUN UL InlLo — Vv noI DRAWING NO. vv 4VI 141 erM11 7-so �`9, 0, W °sy�ry4'G _ o 9 5506 0a \k T�aEp NqL G 0 SURVEYED: KPG DRAWN BY: HJT DESIGN BY: HJT CHECK BY: NJD PROJ MGR: NJD FILE: 08046DET01.dwg z ADDED THICKENED EDGE SIDEWALK DETAIL - CO JMD 11156 `o_ 1 W z MODIFIED MONOLITHIC CURB DETAIL - CO HJT 1�► O6 26 12 MODIFIED BUS LANDING PAD DETAIL MATCH EXISTING 48 +00 " . " o 4" CEMENT CONCRETE SIDEWALK 2" CSBC 0 CEMENT CONCRETE THICKENED EDGE SIDEWALK NTS 0 +25 0 +50 0 +75 MEANDERING SIDEWALK PROFILE t w 7539th Ave N 2502 Jefferson Ave SWWA981D9 Tacoma, WA 98402 (208)286.1640 (253) 627 -0720 wNw.kpg.00m RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS t " 6Y2" 1" R (TYP) /2 R 51/2. MATCH ROADWAYS Y2° R pd n.. c0 �' G 4 p d.p O 4" CSBC �1 MODIFIED CEMENT CONCRETE TRAFFIC CURB AND GUTTER TYPE A IRK GRADE POINT 6" 9 a Y CONC CL3000,& COLD JOINT CURB DOWEL SEE TYPICAL SECTION DETAILS, SHEETS 4 -5 NOTES: =—I 1. "H" SHALL BE 6" FROM FINISHED ROADWAY GRADE UNLESS OTHERWISE SHOWN ON DRAWINGS. 2. GUTTER SHALL BE SLOPED THE SAME AS ADJACENT PAVEMENT OR 2% MIN, WHICHEVER IS GREATER. 3. FOR CURB DOWEL DETAILS, SEE THIS SHEET. EXISTING ASPHALT PAVEMENT pa Q.. a a. d .p G p SAWCUT EXISTING ASPHALT WITH NEAT AND VERTICAL LINE AT BACK OF CURB LOCATION 01 SAWCUT AT BACK OF CURB DETAIL NTS #3x2' -B" PLACE AT 2' -4" O.C. TOP OF PROPOSED CURB COLD JOINT COMPACTED SUBGRADE 4. CURB JOINT SPACING SHALL MATCH ADJACENT CONCRETE LO I PAVEMENT JOINT SPACING PER SPECIAL PROVISIONS. CURB DOWEL ON NEW PAVEMENT MONOLITHIC CURB DETAIL DOWEL DETAILS NTS NTS STORM DRAIN SOLID FOR SAWED GROOVE AND TIE COVER OR JUNCTION 1' PLANTER BAR DETAILS, SEE WSDOT BOX STD PLAN A- 60.10 -01 EXIST CONCRETE ° 45' TYP PAVEMENT NEW CONCRETE - - - - - - - PAVEMENT. SIDEWALK 6° NOTE: ADJUST STORM DRAIN COVER /JUNCTION NOTES: " D = NEW CONCRETE PAVEMENT THICKNESS. BOX LID TO FINAL SIDEWALK GRADE. REFER TO TYPICAL SECTIONS, SHEETS 4 -5. CONCRETE BUMPOUT DETAIL ° T = D + 3" NTS THICKENED EDGE DETAIL CURB AND 13' NTS GUTTER 4" x 3/8" EXPANSION BUS SHELTER FOOTING 'B21' (PER KING COUNTY JOINT MATERIAL METRO DESIGN STANDARD D103 AND D105, SEE 0 ` ROADWAY PLANS, SHEET 17). - -- - R- 361460 1 /2 , WWF 4 x 4 6/6 WIRE MESH TACK COAT JOINT 4" CEMENT CONC LANDING PAD CALL 3 WORKING DAYS THICKENED EDGE AT CURB 2" CSBC BEFORE YOU DIG: BUS LANDING PAD 811 NTS - CITY OF RENTON mvun flu wnu nl "U vv IUN UL InlLo — Vv noI DRAWING NO. vv 4VI 141 erM11 7-so �`9, 0, W °sy�ry4'G _ o 9 5506 0a \k T�aEp NqL G 0 SURVEYED: KPG DRAWN BY: HJT DESIGN BY: HJT CHECK BY: NJD PROJ MGR: NJD FILE: 08046DET01.dwg z ADDED THICKENED EDGE SIDEWALK DETAIL - CO JMD 11156 `o_ 1 W z MODIFIED MONOLITHIC CURB DETAIL - CO HJT 1�► O6 26 12 MODIFIED BUS LANDING PAD DETAIL - CO HJT FEB 2012 07 12 12 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 NUMBER REVISION DESCRIPTION BY APP. DATE t w 7539th Ave N 2502 Jefferson Ave SWWA981D9 Tacoma, WA 98402 (208)286.1640 (253) 627 -0720 wNw.kpg.00m RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS t " 6Y2" 1" R (TYP) /2 R 51/2. MATCH ROADWAYS Y2° R pd n.. c0 �' G 4 p d.p O 4" CSBC �1 MODIFIED CEMENT CONCRETE TRAFFIC CURB AND GUTTER TYPE A IRK GRADE POINT 6" 9 a Y CONC CL3000,& COLD JOINT CURB DOWEL SEE TYPICAL SECTION DETAILS, SHEETS 4 -5 NOTES: =—I 1. "H" SHALL BE 6" FROM FINISHED ROADWAY GRADE UNLESS OTHERWISE SHOWN ON DRAWINGS. 2. GUTTER SHALL BE SLOPED THE SAME AS ADJACENT PAVEMENT OR 2% MIN, WHICHEVER IS GREATER. 3. FOR CURB DOWEL DETAILS, SEE THIS SHEET. EXISTING ASPHALT PAVEMENT pa Q.. a a. d .p G p SAWCUT EXISTING ASPHALT WITH NEAT AND VERTICAL LINE AT BACK OF CURB LOCATION 01 SAWCUT AT BACK OF CURB DETAIL NTS #3x2' -B" PLACE AT 2' -4" O.C. TOP OF PROPOSED CURB COLD JOINT COMPACTED SUBGRADE 4. CURB JOINT SPACING SHALL MATCH ADJACENT CONCRETE LO I PAVEMENT JOINT SPACING PER SPECIAL PROVISIONS. CURB DOWEL ON NEW PAVEMENT MONOLITHIC CURB DETAIL DOWEL DETAILS NTS NTS STORM DRAIN SOLID FOR SAWED GROOVE AND TIE COVER OR JUNCTION 1' PLANTER BAR DETAILS, SEE WSDOT BOX STD PLAN A- 60.10 -01 EXIST CONCRETE ° 45' TYP PAVEMENT NEW CONCRETE - - - - - - - PAVEMENT. SIDEWALK 6° NOTE: ADJUST STORM DRAIN COVER /JUNCTION NOTES: " D = NEW CONCRETE PAVEMENT THICKNESS. BOX LID TO FINAL SIDEWALK GRADE. REFER TO TYPICAL SECTIONS, SHEETS 4 -5. CONCRETE BUMPOUT DETAIL ° T = D + 3" NTS THICKENED EDGE DETAIL CURB AND 13' NTS GUTTER 4" x 3/8" EXPANSION BUS SHELTER FOOTING 'B21' (PER KING COUNTY JOINT MATERIAL METRO DESIGN STANDARD D103 AND D105, SEE 0 ` ROADWAY PLANS, SHEET 17). - -- - R- 361460 1 /2 , WWF 4 x 4 6/6 WIRE MESH TACK COAT JOINT 4" CEMENT CONC LANDING PAD CALL 3 WORKING DAYS THICKENED EDGE AT CURB 2" CSBC BEFORE YOU DIG: BUS LANDING PAD 811 NTS - CITY OF RENTON SOUTH LAKE WASHINGTON DRAWING NO. 7 Public Works Department ROADWAY IMPROVEMENTS PROJECT NO. 11156 `o_ 1 W 3 FED AID NO. 1�► APPROVED FOR CONSTRUCTION ROADWAY DETAILS DATE: FEB 2012 BY: DATE: SHEET NO. 7 OF 53 1 D c 7y F � u \TJ v> aN ? >n o o ; z �0 `o_ 1 W 3 0 1�► m z u: IN - INLET SHAPING BY THE CONTRACTOR i — REFERENCE STATION /OFFSET AND FLOW LINE ELEVATION CURB BY THE CONTRACTOR SDR-35 PVC COUPLING CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) PLAN VIEW (6' X 4' UNIT] CLEANOUT COVER CAST IN TOP SLAB TREE FRAME & GRATE CAST IN TOP SLAB 8" TOP SLAB INTERLOCKING JOINT (TYP) a 6" 4' 6" LET SHAPING Y THE CONTRACTOR REFERENCE STATION /OFFSET AND FLOW LINE ELEVATION CURB BY THE CONTRACTOR COUPLING CAST INTO PRECAST WALL BOX (OUTLET PIPE LOCATION VARIES) PLAN VIEW (4' X 4' UNIT) PLANT SUPPLIED FILTERRA CONSTRUCTION NOTES 1. IF THE FILTERRA IS STORED BEFORE INSTALLATION, THE TOP SLAB MUST BE PLACED ON THE BOX USING THE 2X4 WOOD PROVIDED, TO PREVENT ANY CONTAMINATION FROM THE SITE. ALL INTERNAL FITTINGS SUPPLIED (IF ANY), MUST BE LEFT IN PLACE AS PER THE DELIVERY. 2. THE UNIT SHALL BE PLACED ON A COMPACTED SUBGRADE WITH A MINIMUM 6 -INCH GRAVEL BASE SUCH THAT THE UNIT AND TOP SLAB MATCH THE GRADE OF THE CURB IN THE AREA OF THE UNIT. COMPACT UNDISTURBED SUBGRADE MATERIALS TO 95% OF OF MAXIMUM DENSITY AT +1 -2% OF OPTIMUM MOISTURE. UNSUITABLE MATERIAL BELOW SUBGRADE SHALL BE REPLACED TO THE ENGINEER'S APPROVAL 3. OUTLET CONNECTIONS SHALL BE ALIGNED AND SEALED TO MEET THE PLANS WITH MODIFICATIONS NECESSARY TO MEET SITE CONDITIONS AND LOCAL REGULATIONS. 4. ONCE THE UNIT IS SET, THE INTERNAL WOODEN FORMS AND PROTECTIVE MESH COVER MUST BE LEFT INTACT. REMOVE ONLY THE TEMPORARY WOODEN SHIPPING BLOCKS BETWEEN THE BOX AND TOP SLAB. THE TOP LID SHOULD BE SEALED ONTO THE BOX SECTION BEFORE BACKFIWNG, USING A NON- SHRINK GROUT, BUTYL RUBBER OR SIMILAR WATERPROOF SEAL. THE BOARDS ON TOP OF THE LID AND BOARDS SEALED IN THE UNIT'S THROAT MUST NOT BE REMOVED. THE SUPPLIER (AMERICAST OR ITS AUTHORIZED DEALER) WILL REMOVE THESE SECTIONS AT THE TIME OF ACTIVATION. BACKFILLING SHOULD BE PERFORMED IN A CAREFUL MANNER, BRINGING THE APPROPRIATE FILL MATERIAL UP IN 6" LIFTS ON ALL SIDES. PRECAST SECTIONS SHALL BE SET IN A MANNER THAT WILL RESULT IN A WATERTIGHT JOINT. 5. THE CONTRACTOR IS RESPONSIBLE FOR INLET PROTECTION /SEDIMENT CONTROL AND CLEANING AROUND EACH FILTERRA UNIT. 6. CURB AND GUTTER CONSTRUCTION SHALL ENSURE THAT THE FLOW LINE OF THE FILTERRA UNITS IS AT A GREATER ELEVATION THAN THE FLOW LINE OF THE BYPASS STRUCTURE. 7. ACTIVATION OF THE FILTERRA UNIT IS PERFORMED ONLY BY THE SUPPLIER. PURCHASER IS RESPONSIBLE FOR FILTERRA INLET PROTECTION AND SUBSEQUENT CLEAN OUT COST. THIS PROCESS WILL COMMENCE WHEN PROJECT SITE IS FULLY STABILIZED AND CLEANED (FULL LANDSCAPING, GRASS COVER, FINAL PAVING AND STREET SWEEPING COMPLETED). CARE SHALL BE TAKEN DURING CONSTRUCTION NOT TO DAMAGE THE PROTECTIVE THROAT AND TOP PLATES. BY AMERICAST (NOT SHOWN GALVANIZED a d FOR CLARITY) ANGLE NOSING CURB & GUTTER ° BY THE CONTRACTOR d° 4 °' STREET JI—JI =IL J1— 61 JC`]I Il 1 DOWEL L IL= L =11=JL JL— IL =J1=1L 1 JL=1h JL =JL=. JL=11: JI.= .fi._I D L= JL= 11 =11� JL= JI.= JI.=JL L IL =JJL JL IL= JL;.B;JL -7 7 BY AMERICAST MULCH PROVIDED BY AMERICAST PERFORATED UNDERDRAIN UNDERDRAIN STONE PROVIDED BY AMERICAST SYSTEM BY AMERICAST SECTION A -A PRECAST FILTERRA UNIT CONFIGURATION NTS CAST-IN-PLACE DEPRESSED GUTTER AND THROAT OPENING (BY CONTRACTOR) PRECAST STANDARD 90' NOSING ° TOP SLAB d d a ° d • 4 -6" CLEAR THROAT OPENING d a ° d d ° 4 ° a ° a d ° a ° d d 12- D.C. BY AMERICAST 0 BE BENT AAS ®CESSA Y BY CONTRACTOR $ II PRIOR TO INSTALLATION OF FIELD POURED GUTTER I ° THROAT PROTECTION DEVICE DO NOT REMOVE - LEAVE U a ° IN PLACE UNTIL SITE IS PRECAST BOX WALL ° STABILIZED AND FILTERRA IS ACTIVATED FILTERRA THROAT OPENING AND GUTTER DETAIL NTS R-361461 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 REVISED TO CONFORM TO CONSTRUCTION RECORDS. NO REVISIONS VS HJT 07 2014 SURVEYED: KPG p THIS SHEET. �1P D BOB RECORD �h } CITY OF RENTON SOUTH LAKE WASHINGTON DRAWING NO. S 9� DRAWN BY ODB ` Public Works Department ROADWAY IMPROVEMENTS PROJECT NO. 11156 _ DESIGN Y: ODD 15affle, 9 Tworna, WA DRAWINGS FED AID NO. u CHECK BY: NJD Sealtla,WA98109 Tacoma, WA 98402 °F ae�srg�FO �Fwa \'v�` PROJ MGR: NJD (206)28 &1640 (2 531 821 -072 0 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION STORM DRAINAGE DETAILS DATE: FEB 2012 �ONgL ENV` \yo WyM• BASED ON CONSTRUCTION RECORDS NUMBER REVISION DESCRIPTION BY APP. DATE 0�1 FILE: 08046DET02.dwg BY: DATE: SHEET NO. 8 OF 53 t 0 c r I i u A F a�z Q �0 a> o I I 3 I I I I I 0 �+ I I I 46 z - INLET SHAPING BY THE CONTRACTOR i — REFERENCE STATION /OFFSET AND FLOW LINE ELEVATION CURB BY THE CONTRACTOR SDR-35 PVC COUPLING CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) PLAN VIEW (6' X 4' UNIT] CLEANOUT COVER CAST IN TOP SLAB TREE FRAME & GRATE CAST IN TOP SLAB 8" TOP SLAB INTERLOCKING JOINT (TYP) a 6" 4' 6" LET SHAPING Y THE CONTRACTOR REFERENCE STATION /OFFSET AND FLOW LINE ELEVATION CURB BY THE CONTRACTOR COUPLING CAST INTO PRECAST WALL BOX (OUTLET PIPE LOCATION VARIES) PLAN VIEW (4' X 4' UNIT) PLANT SUPPLIED FILTERRA CONSTRUCTION NOTES 1. IF THE FILTERRA IS STORED BEFORE INSTALLATION, THE TOP SLAB MUST BE PLACED ON THE BOX USING THE 2X4 WOOD PROVIDED, TO PREVENT ANY CONTAMINATION FROM THE SITE. ALL INTERNAL FITTINGS SUPPLIED (IF ANY), MUST BE LEFT IN PLACE AS PER THE DELIVERY. 2. THE UNIT SHALL BE PLACED ON A COMPACTED SUBGRADE WITH A MINIMUM 6 -INCH GRAVEL BASE SUCH THAT THE UNIT AND TOP SLAB MATCH THE GRADE OF THE CURB IN THE AREA OF THE UNIT. COMPACT UNDISTURBED SUBGRADE MATERIALS TO 95% OF OF MAXIMUM DENSITY AT +1 -2% OF OPTIMUM MOISTURE. UNSUITABLE MATERIAL BELOW SUBGRADE SHALL BE REPLACED TO THE ENGINEER'S APPROVAL 3. OUTLET CONNECTIONS SHALL BE ALIGNED AND SEALED TO MEET THE PLANS WITH MODIFICATIONS NECESSARY TO MEET SITE CONDITIONS AND LOCAL REGULATIONS. 4. ONCE THE UNIT IS SET, THE INTERNAL WOODEN FORMS AND PROTECTIVE MESH COVER MUST BE LEFT INTACT. REMOVE ONLY THE TEMPORARY WOODEN SHIPPING BLOCKS BETWEEN THE BOX AND TOP SLAB. THE TOP LID SHOULD BE SEALED ONTO THE BOX SECTION BEFORE BACKFIWNG, USING A NON- SHRINK GROUT, BUTYL RUBBER OR SIMILAR WATERPROOF SEAL. THE BOARDS ON TOP OF THE LID AND BOARDS SEALED IN THE UNIT'S THROAT MUST NOT BE REMOVED. THE SUPPLIER (AMERICAST OR ITS AUTHORIZED DEALER) WILL REMOVE THESE SECTIONS AT THE TIME OF ACTIVATION. BACKFILLING SHOULD BE PERFORMED IN A CAREFUL MANNER, BRINGING THE APPROPRIATE FILL MATERIAL UP IN 6" LIFTS ON ALL SIDES. PRECAST SECTIONS SHALL BE SET IN A MANNER THAT WILL RESULT IN A WATERTIGHT JOINT. 5. THE CONTRACTOR IS RESPONSIBLE FOR INLET PROTECTION /SEDIMENT CONTROL AND CLEANING AROUND EACH FILTERRA UNIT. 6. CURB AND GUTTER CONSTRUCTION SHALL ENSURE THAT THE FLOW LINE OF THE FILTERRA UNITS IS AT A GREATER ELEVATION THAN THE FLOW LINE OF THE BYPASS STRUCTURE. 7. ACTIVATION OF THE FILTERRA UNIT IS PERFORMED ONLY BY THE SUPPLIER. PURCHASER IS RESPONSIBLE FOR FILTERRA INLET PROTECTION AND SUBSEQUENT CLEAN OUT COST. THIS PROCESS WILL COMMENCE WHEN PROJECT SITE IS FULLY STABILIZED AND CLEANED (FULL LANDSCAPING, GRASS COVER, FINAL PAVING AND STREET SWEEPING COMPLETED). CARE SHALL BE TAKEN DURING CONSTRUCTION NOT TO DAMAGE THE PROTECTIVE THROAT AND TOP PLATES. BY AMERICAST (NOT SHOWN GALVANIZED a d FOR CLARITY) ANGLE NOSING CURB & GUTTER ° BY THE CONTRACTOR d° 4 °' STREET JI—JI =IL J1— 61 JC`]I Il 1 DOWEL L IL= L =11=JL JL— IL =J1=1L 1 JL=1h JL =JL=. JL=11: JI.= .fi._I D L= JL= 11 =11� JL= JI.= JI.=JL L IL =JJL JL IL= JL;.B;JL -7 7 BY AMERICAST MULCH PROVIDED BY AMERICAST PERFORATED UNDERDRAIN UNDERDRAIN STONE PROVIDED BY AMERICAST SYSTEM BY AMERICAST SECTION A -A PRECAST FILTERRA UNIT CONFIGURATION NTS CAST-IN-PLACE DEPRESSED GUTTER AND THROAT OPENING (BY CONTRACTOR) PRECAST STANDARD 90' NOSING ° TOP SLAB d d a ° d • 4 -6" CLEAR THROAT OPENING d a ° d d ° 4 ° a ° a d ° a ° d d 12- D.C. BY AMERICAST 0 BE BENT AAS ®CESSA Y BY CONTRACTOR $ II PRIOR TO INSTALLATION OF FIELD POURED GUTTER I ° THROAT PROTECTION DEVICE DO NOT REMOVE - LEAVE U a ° IN PLACE UNTIL SITE IS PRECAST BOX WALL ° STABILIZED AND FILTERRA IS ACTIVATED FILTERRA THROAT OPENING AND GUTTER DETAIL NTS R-361461 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 REVISED TO CONFORM TO CONSTRUCTION RECORDS. NO REVISIONS VS HJT 07 2014 SURVEYED: KPG p THIS SHEET. �1P D BOB RECORD �h } CITY OF RENTON SOUTH LAKE WASHINGTON DRAWING NO. S 9� DRAWN BY ODB ` Public Works Department ROADWAY IMPROVEMENTS PROJECT NO. 11156 _ DESIGN Y: ODD 15affle, 9 Tworna, WA DRAWINGS FED AID NO. u CHECK BY: NJD Sealtla,WA98109 Tacoma, WA 98402 °F ae�srg�FO �Fwa \'v�` PROJ MGR: NJD (206)28 &1640 (2 531 821 -072 0 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION STORM DRAINAGE DETAILS DATE: FEB 2012 �ONgL ENV` \yo WyM• BASED ON CONSTRUCTION RECORDS NUMBER REVISION DESCRIPTION BY APP. DATE 0�1 FILE: 08046DET02.dwg BY: DATE: SHEET NO. 8 OF 53 t 0 c >; u m 6 >z L) o a�z Q �0 a> o 1 w 3 0 �+ n 3 46 z V x 3 O CB 1779 r RIM 29.10' BARK Z APPROXIMATE LIMITS OF CONCRETE I.E. 21.r 'N N, 12" PVC P - Q. � - PANEL REMOVAL, CONFIRM EXACT Qj I.E. 21.61 E, 1z° CON �I !1I LIMITS WITH THE ENGINEER PRIOR E. 21.21 E, 24" coNc �� TO WORK. V11 C Y r � P (TEMPORARY) r P P \ iri G -W w w-- ^.. S - I> , 1. '�YSD so RKQ Q NY OH s 1 ill& ti1'A;.. Af, 6" CONC S.111111 h" W, 8" CONC v, 1 5 10 20 40 .1 v1'LY ARROWr ' 11 G 2 PP TEMPORARY Q BARK f N W w W 40 00 i STA 40 +68.35, S 19.35' RT sD STA 40 +68.34, 23.18' RT PK #6 on STA 40 +33.71, p 42.39' RT AC KI P EXIST R/W s s S 15 4 23 2 23 1 SD SD SD SDMH 1967 RIM 29.35' .E. 24.6' NW, 12" PVC LE. 22.6' SE, 12" PVC LE. 22.5' SW, 12" PVC IN■IIA■IT:7A@ G w w w w GARDEN AVE N PK # 5 STA 43+73.90 \0013 93t� -�____ -- 24.32' RT 13 SO:SD: S: 15 1 15 23 23 23 D SD IIaI /t:! RIM 27.91' I.E. 25.7' SE, 12" PVC AC f- EXIST R/W 0 STA 40+91.02, ........... _. ._ .. .......... ..._ .__. _.... __ - - SOW 1504 - - - 20.39' RT - - - -- - - -- - - RIM 29 78' �� -CB� 1603- _ -- - _ -- -- SDMH 1227 120 STCR STA 40+ 7.65, I.E. 21.6' NW 48" CONC RIM 29.48' O RIM 30.73' E 27.4' NW, 8" CONC EXIST R/W EXIST ESMT SDMH 1653 120" STCR 6 I.E. 21.2' NW, 60' CONC 24.16' RT I.E. 21.6' SE, 48' CONC RIM 32.64' LE. 21.2' SE, 60" CONC BEGIN CONCRETE CURB I.E. 21.5' NE, 24" CONC LE. 20.6' NW, 60" CONC LE. 27.2' SE, 8" PVC I.E. 21.7' W, 24" CONC SDMH 1491 120" STCR LE 20.6' SE, 60" CONC AND GUTTER REMOVAL RIM 31.97' CB 1222 I.E. 21.0' SE, 60" CONC RIM 30.01" LE. 21.0' NW, 60" CONC I.E. 28.4' NW , 8" PVC =w LLJ W 2 0 0 44 + IC 23 w - SD J F t GENERAL SITE PREPARATION & TESC NOTES SITE PREPARATION NOTES SITE PREPARATION LEGEND 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE 01 REMOVE ASPHALT SIDEWALK. REMOVE ASPHALT CONCRETE PAVEMENT o INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 20 REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER. r 2. APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE REMOVE CEMENT CONCRETE SIDEWALK AND/ OR PAVEMENT `1 STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING ® TIMBER POWER POLE TO BE RELOCATED BY OTHERS. > �J LIMITS SHALL REMAIN OR BE REMOVED OR RELOCATED PER THE PLANS, AFTER APPROVAL BY THE m ■ INLET PROTECTION ENGINEER. © REMOVE HANDRAIL. d > 3. ABANDONED STORM DRAIN PIPE THAT IS NOT REMOVED SHALL BE ENTIRELY FILLED WITH CDF, STA 43 +90.55, 38.16' RT TO STA 44 +00.00, 36.91' RT, 9.5 LF. -- - - - - -- SAWCUT a z STA 43 +92.32, 43.88' RT TO STA 44 +00.00, 42.59' RT, 7.8 LF. n 4. CATCH BASIN INSERTS SHALL BE PLACED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION / / / / / / / / / / /// ABANDON STORM PIPE T o AND IN ALL EXISTING CATCH BASINS PER THESE PLANS. Q9 ABANDON AND FILL STORM DRAIN PIPE: N z • STA 42 +36.38, 19.05' RT TO STA 42 +47.36, 14.37' RT, 12 LF. - - CLEARING LIMITS 5. FOR SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & SIGNING PLAN, SHEETS 33 - 36. STA 43 +81.33, 18.32' RT TO STA 43 +81.35, 15.28' RT, 3 LF. p SILT FENCE 3 6. THE CONTRACTOR SHALL KEEP A MINIMUM 4 FOOT WIDE PATHWAY AT ALL TIMES. 13 REMOVE CATCH BASIN. o M..1 7. FOR TREATMENT OF EXISTING SIGNAL - ASSOCIATED EQUIPMENT, SEE SIGNAL PLAN, SHEETS 27 - 30. 15 REMOVE CONCRETE PAVEMENT ALONG EXISTING JOINTS. z 8. FOR TREATMENT OF EXISTING LUMINAIRES AND ASSOCIATED EQUIPMENT, SEE ILLUMINATION PLAN, ©3 PRESERVE AND PROTECT TREES AND PLANT MATERIAL, FOR TREE N SHEETS 21 - 26. PROTECTION DETAIL, SEE LANDSCAPE DETAILS AND NOTES SHEET 47. - • STA 40 +74.30 TO STA 44 +00 9. PROTECT ALL EXISTING BUILDING DOWNSPOUTS AND MAINTAIN CONNECTION TO STORM DRAIN SYSTEM. 10. SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR THE CONSTRUCTION OF UNDERGROUND UTILITIES. 11. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT, AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO REESTABLISH IRRIGATION SYSTEM IN THIS AREA. SEE IRRIGATION PLAN, SHEETS 37 -42. 12. MINIMIZE GRADING DISTANCE BEHIND NEW CURBLINE. PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. 13. ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER. FOR NOTIFICATION INFORMATION AND GUIDELINES, PLEASE VISIT: HTTP: / /WWW.KING000NTY.GOV/ TRANSPORTATION / KCDOT/ METROTRANSIT /CONSTRUCTION.ASPX. CALL 3 WORKING DAYS R 36146 BEFORE YOU DIG: 1 RA 20 -STORM REVISIONS CONNECTIONS TO EXIST 54 MAIN - CO #14 HJT NJD 09 13 12 SURVEYED: KPG REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07/2014 loeMt qs sod Kp� s% CITY OF FENT'ON SOUTH LAKE WASHINGTON DRAWING NO. 9 DRAWN BY: HJT RECORD b� rLL PROJECT NO. 11156 z DESIGN BY: HJT 753 ft Ave N 2502 Jefferson Ave DRAWINGS Public Works Department ROADWAY IMPROVEMENTS CHECK BY: NJD Seattle, WA 98109 Tacoma, WA 9Ave FED AID NO. PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION SITE PREPARATION & TESC PLAN (206)2861640 (2531627 -0720 DATE: FEB 2012 PROJ MGR: NJD NUMBER REVISION DESCRIPTION BY APP. DATE wwN com BASED ON CONSTRUCTION RECORDS STA 40 +00 TO STA 44 +00 w'L � � BY DATE: SHEET NO. 9 OF 53 0 FILE: 08046PREP01.dw 9 po�'� r;_> - f141&2 NUMBER RIM 28.23' LE. 26.2' NE, 8" CONC STA 44 +13.33, 10.25' RT_ z 10.25' RT ❑ ❑ ,�� P P P w 15 a STA 44 +28.33, 45 +00 18.72' RT ®0 Ir7 SW, 6" CONC j Q3)�/ L SD 60 CB 1999 RIM 28.21' I.E. 26.4' NE, 8" CONC PANEL REMOVAL, CONFIRM EXACT _LIMITS WITH THE ENGINEER PRIOR IL. TO WORK. PK #4 w STA 46 +16.31 w 24.24' RT 46 +00 L- STA 44 +13.33, z- STA 44 +56.07, STA 44 +91.33, 18.71' RT 38.45' RT TO 37.05' RT TO NEAREST JOINT NEAREST JOINT STA 44+37.62, 33.65' RT STA 44 +73.79, 36.00' RT PLAN 0 5 10 20 40 60 GENERAL SITE PREPARATION & TESC NOTES S I S SD \STA 44 +95.30, 36.00' RT D \SDMH 1752 120" STCR STA 45 +38.34, 2 RIM 30.99' 35.48' RT I.E. 20.5' NW, 60" CONC I.E. 20.5' SE, 60" CONC I.E. 23.5' SE, 12" CPP SDMH 1760 48" STCR RIM 30.80' I.E. 23.7' NW, 12" CPP I.E. 23.6' E, 18" CPR 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL REMAIN OR BE REMOVED OR RELOCATED PER THE PLANS, AFTER APPROVAL BY THE ENGINEER. 3. ABANDONED STORM DRAIN PIPE THAT IS NOT REMOVED SHALL BE ENTIRELY FILLED WITH CDF. 4. CATCH BASIN INSERTS SHALL BE PLACED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS PER THESE PLANS. 5. FOR SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & SIGNING PLAN, SHEETS 33 - 36. 6. THE CONTRACTOR SHALL KEEP A MINIMUM 4 FOOT WIDE PATHWAY AT ALL TIMES. 7. FOR TREATMENT OF EXISTING SIGNAL - ASSOCIATED EQUIPMENT, SEE SIGNAL PLAN, SHEETS 27 - 30. 8. FOR TREATMENT OF EXISTING LUMINAIRES AND ASSOCIATED EQUIPMENT, SEE ILLUMINATION PLAN, SHEETS 21 - 26. 9. PROTECT ALL EXISTING BUILDING DOWNSPOUTS AND MAINTAIN CONNECTION TO STORM DRAIN SYSTEM. 10. SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR THE CONSTRUCTION OF UNDERGROUND UTILITIES. 11. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT, AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO REESTABLISH IRRIGATION SYSTEM IN THIS AREA. SEE IRRIGATION PLAN, SHEETS 37 -42. 12. MINIMIZE GRADING DISTANCE BEHIND NEW CURBLINE. PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. 13. ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER. FOR NOTIFICATION INFORMATION AND GUIDELINES, PLEASE VISIT: HTTP: / /WWW.KING000NTY.GOV/ TRANSPORTATION /KCDOT/ METROTRANSIT /CONSTRUCTION.ASPX. REVISION DESCRIPTION - Lou '.I NJI i mu Vy IJ IG CONCRETE CURB AND /OR CONCRETE CURB & SURVEYED: KPG ® DOB NJD 0542012 REMOVE CONCRETE SIDEWALK. © atiMt sso R o DRAWN BY: HJT oil • 0712014 27.99' RT, 53.7 LF. FED AID NO. HJT STA 44 +00.00, 42.59' RT TO STA 44+55.17, c FEB 2012 • STA 44 +99.10, 27.91' RT TO STA 45 +34.26, 30.42' RT, 35.3 LF. 9 STA 44 +98.17. 33.03' RT TO STA 45 +33.97, 35.83' RT, 36.0 LF. Q7 _ z DESIGN BY: HJT Qg ABANDON AND FILL STORM DRAIN PIPE: [O STA 47 +10.72, 19.06' RT TO STA 47 +18.45, 14.96' RT, 9 LF. P 5506 \k Q TF.w�9 `t]� CHECK BY: NJD PROJ MGR: NJD i 15.06' RT, 15 LF. 13 REMOVE CATCH BASIN. 14 REMOVE, PROTECT AND STORE TREE FOR LATER TRANSPLANTING. SEE LANDSCAPE PLAN, SHEET 44. NqL �� \ REMOVE CONCRETE PAVEMENT ALONG EXISTING JOINTS. 18 REMOVE CONCRETE SIDEWALK AND DRIVEWAY APPROACH. BY APP. DATE 0A FILE: 08046PREP01.dwg STA 44 +00 TO STA 44 +50 10.25' RT ❑ ❑ ,�� P P P w 15 a STA 44 +28.33, 45 +00 18.72' RT ®0 Ir7 SW, 6" CONC j Q3)�/ L SD 60 CB 1999 RIM 28.21' I.E. 26.4' NE, 8" CONC PANEL REMOVAL, CONFIRM EXACT _LIMITS WITH THE ENGINEER PRIOR IL. TO WORK. PK #4 w STA 46 +16.31 w 24.24' RT 46 +00 L- STA 44 +13.33, z- STA 44 +56.07, STA 44 +91.33, 18.71' RT 38.45' RT TO 37.05' RT TO NEAREST JOINT NEAREST JOINT STA 44+37.62, 33.65' RT STA 44 +73.79, 36.00' RT PLAN 0 5 10 20 40 60 GENERAL SITE PREPARATION & TESC NOTES S I S SD \STA 44 +95.30, 36.00' RT D \SDMH 1752 120" STCR STA 45 +38.34, 2 RIM 30.99' 35.48' RT I.E. 20.5' NW, 60" CONC I.E. 20.5' SE, 60" CONC I.E. 23.5' SE, 12" CPP SDMH 1760 48" STCR RIM 30.80' I.E. 23.7' NW, 12" CPP I.E. 23.6' E, 18" CPR 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL REMAIN OR BE REMOVED OR RELOCATED PER THE PLANS, AFTER APPROVAL BY THE ENGINEER. 3. ABANDONED STORM DRAIN PIPE THAT IS NOT REMOVED SHALL BE ENTIRELY FILLED WITH CDF. 4. CATCH BASIN INSERTS SHALL BE PLACED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS PER THESE PLANS. 5. FOR SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & SIGNING PLAN, SHEETS 33 - 36. 6. THE CONTRACTOR SHALL KEEP A MINIMUM 4 FOOT WIDE PATHWAY AT ALL TIMES. 7. FOR TREATMENT OF EXISTING SIGNAL - ASSOCIATED EQUIPMENT, SEE SIGNAL PLAN, SHEETS 27 - 30. 8. FOR TREATMENT OF EXISTING LUMINAIRES AND ASSOCIATED EQUIPMENT, SEE ILLUMINATION PLAN, SHEETS 21 - 26. 9. PROTECT ALL EXISTING BUILDING DOWNSPOUTS AND MAINTAIN CONNECTION TO STORM DRAIN SYSTEM. 10. SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR THE CONSTRUCTION OF UNDERGROUND UTILITIES. 11. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT, AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO REESTABLISH IRRIGATION SYSTEM IN THIS AREA. SEE IRRIGATION PLAN, SHEETS 37 -42. 12. MINIMIZE GRADING DISTANCE BEHIND NEW CURBLINE. PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. 13. ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER. FOR NOTIFICATION INFORMATION AND GUIDELINES, PLEASE VISIT: HTTP: / /WWW.KING000NTY.GOV/ TRANSPORTATION /KCDOT/ METROTRANSIT /CONSTRUCTION.ASPX. REVISION DESCRIPTION - Lou 14 NJI i mu Vy IJ IG CONCRETE CURB AND /OR CONCRETE CURB & SURVEYED: KPG ® DOB NJD 0542012 REMOVE CONCRETE SIDEWALK. © atiMt sso R o DRAWN BY: HJT VS • 0712014 27.99' RT, 53.7 LF. FED AID NO. HJT STA 44 +00.00, 42.59' RT TO STA 44+55.17, c FEB 2012 • STA 44 +99.10, 27.91' RT TO STA 45 +34.26, 30.42' RT, 35.3 LF. 9 STA 44 +98.17. 33.03' RT TO STA 45 +33.97, 35.83' RT, 36.0 LF. Q7 _ z DESIGN BY: HJT Qg ABANDON AND FILL STORM DRAIN PIPE: STA 47 +10.72, 19.06' RT TO STA 47 +18.45, 14.96' RT, 9 LF. P 5506 \k Q TF.w�9 `t]� CHECK BY: NJD PROJ MGR: NJD STA 47 +53.48, 19.40' RT TO STA 47 +67.23, 15.06' RT, 15 LF. 13 REMOVE CATCH BASIN. 14 REMOVE, PROTECT AND STORE TREE FOR LATER TRANSPLANTING. SEE LANDSCAPE PLAN, SHEET 44. NqL �� \ REMOVE CONCRETE PAVEMENT ALONG EXISTING JOINTS. 18 REMOVE CONCRETE SIDEWALK AND DRIVEWAY APPROACH. BY APP. DATE 0A FILE: 08046PREP01.dwg O GARDEN AVE N - CITY OF RENTCN JTILITY EASEMENT REC, 2CO70710000392 SITE PREPARATION NOTES W_ 47 +00 S _ s� SD SDMH 2041 120" STCR RIM 32.42' I.E. 21.1' NW, 60" CONC I.E. 21.1' SE, 60" CONC (� REMOVE ASPHALT SIDEWALK. DIG: REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER. ® TIMBER POWER POLE TO BE RELOCATED BY OTHERS. Q5 REMOVE CONCRETE SIDEWALK. © REMOVE HANDRAIL. • STA 44+00.00, 36.91' RT TO STA 44 +52.88, 27.99' RT, 53.7 LF. FED AID NO. s STA 44 +00.00, 42.59' RT TO STA 44+55.17, 32.99' RT, 56.0 LF. FEB 2012 • STA 44 +99.10, 27.91' RT TO STA 45 +34.26, 30.42' RT, 35.3 LF. 9 STA 44 +98.17. 33.03' RT TO STA 45 +33.97, 35.83' RT, 36.0 LF. Q7 SAWCUT AND REMOVE ASPHALT PAVEMENT. Qg ABANDON AND FILL STORM DRAIN PIPE: STA 47 +10.72, 19.06' RT TO STA 47 +18.45, 14.96' RT, 9 LF. • STA 47 +53.48, 19.40' RT TO STA 47 +67.23, 15.06' RT, 15 LF. 13 REMOVE CATCH BASIN. 14 REMOVE, PROTECT AND STORE TREE FOR LATER TRANSPLANTING. SEE LANDSCAPE PLAN, SHEET 44. 15 REMOVE CONCRETE PAVEMENT ALONG EXISTING JOINTS. 18 REMOVE CONCRETE SIDEWALK AND DRIVEWAY APPROACH. ©3 PRESERVE AND PROTECT TREES AND PLANT MATERIAL. s STA 44 +00 TO STA 44 +50 ® CLEAR AND GRUB SHRUBS AND GROUNDCOVER, REMOVE TREES PER NOTE 14, THIS SHEET. • STA 44 +91 TO STA 48 +00 KPG61 753 9th Ave N 2502 Jefferson Ave Seattle, WA 96109 Tacoma, WA 9M02 (206)2661640 (253) 627 -0720 vmw.kpg.mm RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS EXIST ESMT EXIST R/W RIM E. w EXIST R/W - SD NW, 8" CONC CB 2005 RIM. 27.97' LE. 26,0' NE, 8" CONC CB 2040 RIM 27.97' I.E. 25.3' SW, 8" CONC I.E. 25.2' NW, 8" CONC SITE PREPARATION LEGEND w W w x 48 0 00 v N w z_ �. J 2 H Q REMOVE ASPHALT CONCRETE PAVEMENT Cx�bZXXXSZ� REMOVE CEMENT CONCRETE SIDEWALK AND/ OR PAVEMENT 1 ■ ( INLET PROTECTION SAWCUT ABANDON STORM PIPE CLEARING LIMITS 0 SILT FENCE s� CITY OF RENTON rIt Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: R- 361463 SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS SITE PREPARATION & TESC PLAN STA 44 +00 TO STA 48 +00 (P�8 i2 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 10 DRAWING NO. PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEET NO. 10 OF 53 1 0 >y � u v D �x z 1 -�0 1 a> w =o 3 o N 3 z CB 2639 RIM 28.33 I.E. 251' E, 12" CONC I.E. 25 0' SE, 12" CONC STA 50 +73.86 75.21' LT RIM 28.15 I.E. 25.1 NW, 12" CONIC V) N yX� SDMH 2549 I -EXIST R/W = 't 5, 8" t Nom, 4" CMP CPP� _ - "ON, Y " 3( q ARROVip' O� C14 H i �3 aG \ 7 1 0 9 LOGAN AVE N OO : : . . N 43'48'09 " ' E N STA 15 +63.72, 43.97' RT J STA 15 +62.17 46.63' RT n F� 8 STA 48 +55.19 - 2861.36' LT RIM 28.89' E. 22.7' 2' CONIC I.E. 22.T W, W, 2" CONIC 17 I.E. 22.7' SW, ]12" CONC Yi Y U= 12 I 20 4 �I k i 7 I, :> Y i 16 +00 PK #11 z STA 48+75.71 33.86' T / STA 15+81.72, 42.77' RT STA 15 +83.44, 45.52' RT X T 32.85' LT STA 48 +59.18, 34.48' LT 6 48 +43.59, 10 STA 48 +03.46, LT 16.72' RT 444TH /, 24 H IiNF STq Ag , • �° f 'c00 S HFFT PLAN 70 0 5 10 20 40 60 NUMBER RIM 28.83' I.E. 214' S, 12" CONC LE 18,0' SW -NE CENTER SSMH 2506 KC METRO I CULV 3102 CB 2692 CULV 7302 qTELR LE. 27.T SE, 12" COoNC I.E. 279' NW, 12" CONS .,�T, A- '.. =AU LE 727 LE, 27.2 9 .E. 10.2' SW -NE ®CENTER t 28 Z RIM 29.47 RIM 29.72 31 - --. TELR 28 ,� 7 T_ li 01- RIM 30 -_iy% --- - 2 CONIC- -- --- �iMi6% �_ 2g i - t9 STA 50 +89.14, 59.93' LT rn .AC� ,P 3 5 o � 0 Yf N Q� r o° 3[J� 2 '- EXIST ESMT = EXIST R/W STA 48 +15.33, 37,48' RT S r M "" r- ; rov BLVD N _ .M 3 N _E + 0£ - 7 - STA 51 +02.16, 4 A -1 +0 <j ...__mic 6� 31.12' LT O st u T T °T `'��x S G STA 52 +10.93, 19 3 " /3 STA 51 +57.64, 7 3T 24.48' RT w C 5 33.57' RT 27 'DSO W W _' OH- ." ,ss SD W 3 SD GAS OH GAS SD ' J VENT,, SDMH 3151 120" STCR VAULT = t....S 25 --5Z -QN. RIM 30.31' STA 17 +33.30, LE 19.3 NE, 60" GONG J PK #3 ° 60.34' LT 1 STA 17 +56.63, 48.94'' LTA > E 19 sE, so" CONC LE. 19.8' SW, 48" CMP I RET VdALL 1 RJ _ - r _- Lam• tl �. .�,�' S5k -, " u - vN +0 .. =y a 54 ; , W 'j \N 1 a F ao 1 o Mme► n z Jam_ 0'N p' E \N .._ ,,.�.alF'Y I CELZ 7 8. CULV 7365 `6✓= '�� ??._ CULV 7362 I LE. 20.0' SW, 36" CONIC OH LE. 19.6' NE, 48 CMP GABION ! CULV 7323 RIFT WALL GO( I.E. 20.3' NW, 48" CONIC CULV 7326 .E. 18.8' NW, 48" GONG CULV 7324 LE. 20.1' NW, 48" CONC CULV 7325 I.E. 183' NW, 48" CONC GENERAL SITE PREPARATION & TESC NOTES STA 16 +78 8 - SD - # 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, 11931 39.64' LT sD CB 2741 STA 18+93.77 AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE / STA 17 +00.89, RT, 1 RIM 34.62' INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 'NLY• I.E. 31.0' NW, 12" CMP 50.31' LT N I 49.52' L o I.E. 31.0' SE, 12" CMP'C'ILt'" h / X r - 2. APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE "STA 17 +02.71, ``T- STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING 49.56' LT - P- = LIMITS SHALL REMAIN OR BE REMOVED OR RELOCATED PER THE PLANS, AFTER APPROVAL BY THE Y, 1 7 ENGINEER. h � 27 ° � 26 29 ' 6 ` 3. ABANDONED STORM DRAIN PIPE THAT IS NOT REMOVED SHALL BE ENTIRELY FILLED WITH CDF. "� STA 18 +T 5.62 ;TA 16+89.09,., STA 17 +54.50, 43.09' LTA // 19 7 -/ - 4. CATCH BASIN INSERTS SHALL BE PLACED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION 292' LTQ ; , , ...;: , . , . 1. , • , , , , , : , , : , , / . , /. , , ,, `, , , , AND IN ALL EXISTING CATCH BASINS PER THESE PLANS. ;TA 16 +90.65,/ 7 { / i� ! N PARK / D - STA 18+95.62, 5. FOR SIGN REMOVAL AND /OR RELOCATION, EE CHANNELIZATION & SIGNING P SHEETS 33 - 36. ?9.83' LT N i ... .. .. % ... 7 4 37.02' LT ON S PLAN, S ° 1 STA 17 +16.41, a_ ; i; 6. THE CONTRACTOR SHALL KEEP A MINIMUM 4 FOOT WIDE PATHWAY AT ALL TIMES. 1 17 / ' ' 1 y/, • 18 +00' _ • 19 +00 19 +47.67 7. FOR TREATMENT OF EXISTING SIGNAL - ASSOCIATED EQUIPMENT, SEE SIGNAL PLAN, SHEETS 27 - 30. 48'09" / , , ...I. ' 8. EXISTING LUMINAIRES AND ASSOCIATED EQUIPME EE ILLUMINATION P F NT S LAN STA 17 +15.20, `..._ ., .....;` .. _ .. .....It . SHEETS 21 E 26. n LOGAN AVE N STA 16 +43.84 = u 30.94' LT GARDEN AVE N STA 49 +47.17 p`t . - , �� ` 9. PROTECT ALL EXISTING BUILDING DOWNSPOUTS AND MAINTAIN CONNECTION TO STORM DRAIN SYSTEM. STA 17 +36.53, % ` 10. SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR THE CONSTRUCTION OF UNDERGROUND UTILITIES. '\ 539.31' RT 7 5 19 , \ V \ 11. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT, AS \ AC \' NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO REESTABLISH IRRIGATION SYSTEM IN THIS AREA. SEE IRRIGATION PLAN, SHEETS - __ -- P - P 37 -42. _ P 05 Y, 12. MINIMIZE GRADING DISTANCE BEHIND NEW CURBLINE. PRESERVE AND PROTECT PLANT MATERIAL 3, SITE PREPARATION NOTES WHERE POSSIBLE. 3Q == _STA 17 +57.08, = 13. ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES =48.56' RT 0 10 PRESERVE AND PROTECT BUILDING. MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER. FOR T_ % �J' PPx cT'- NOTIFICATION INFORMATION AND GUIDELINES, PLEASE VISIT: 11 REMOVE FIRE HYDRANT. HTTP:// WWW. KINGCOUNTY. GOV/ TRANSPORTATION/ KCDOT/ METROTRANSIT /CONSTRUCTION.ASPX. C z ;AL_j 20 EXIST R/W = �C SP osP 12 REMOVE TREE. SITE PREPARATION NOTES CH'-K Q1 REMOVE ASPHALT SIDEWALK. 13 REMOVE CATCH BASIN. 2Q REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER. 16 FOR REMOVAL OF SIGNAL BRIDGE, SEE SIGNAL PLANS, SHEETS 27 - 28. 3 17 PRESERVE AND PROTECT TREE, FOR TREE PROTECTION DETAIL, SEE PRESERVE AND PROTECT MONUMENT. 0 LANDSCAPE DETAIL AND NOTES SHEET 47. FOR SITE PREPARATION LEGEND, SEE SHEET 10 SITE PREPARATION NOTES =61464 O REMOVE CONCRETE SIDEWALK. 19 PRESERVE AND PROTECT LUMINAIRE AND JUNCTION BOX. © REMOVE GUARDRAIL' o Anon, T m gia i ac 3a-A.990! T 2n AS C © REMOVE HANDRAIL. ©0 PRESERVE AND PROTECT FENCE. � • STA + 49 TO +81 8 8 F • STA 48+52.19, 34.94' RT TO STA 48 +79.48, 34.88' RT, 27.3 LF. ©7 FOR REMOVAL OF LUMINAIRES, SEE ILLUMINATION PLAN, SHEET 23. • STA 48 +51.91, 40.03' RT TO STA 48 +88.72, 35.06' RT, 40.0 LF. 21 REMOVE CONCRETE SIDEWALK TO NEAREST EXISTING JOINT. Q7 SAWCUT & REMOVE ASPHALT PAVEMENT. ® CLEAR AND GRUB SHRUBS AND GROUNDCOVER. ® PRESERVE AND PROTECT METAL PLAQUE. • STA 48 +00 TO STA 48+80 29 SAWCUT EXISTING ASPHALT WITH NEAT AND VERTICAL LINE CALL 3 WORKING DAYS ® REMOVE TRAFFIC ISLAND. BEFORE YOU DIG: ©5 REMOVE WATER VALVE. AT BACK OF CURB LOCATION. SEE DETAIL, SHEET 7. 90 ABANDON AND FILL STORM DRAIN PIPE: STA 17 +54.50, 43.09' LT TO STA 18 +95.62, 40.52' LT 811 • STA 15 +00, 19.53' LT TO STA 15 +08.75, 42.46' LT, 25.8 LF. SURVEYED: KPG ti�l T. Tso d3 CITY OF RENTON SOUTH LAKE WASHINGTON DRAWING NO. 11 X10 0 wnsy�'t'G DRAWN BY WIT RECORD .0 PROJECT NO. 11156 tiz DESIGN BY: HOT 753 9th Ave N 2502 Jefferson Ave Public Works Department ROADWAY IMPROVEMENTS CHECKBY: NJD Seaft WA98109 Tacoma, WA9%02 DRAWINGS FED AID NO. ? 5506 0� \k PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION SITE PREPARATION & TESC PLAN •.reR�O �`0 PROJ MGR: NJD (2061266 -1640 (2531627 -0720 DATE: FEB 2012 NaL'N % www.kpg.com BASED ON CONSTRUCTION RECORDS BY: DATE: STA 15 +00 TO STA 19 +47.67 SHEETNO. 11 OF 53 REVISION DESCRIPTION BY APP. DATE OA FILE: 08046PREP01.dwg D c =y a � m u lTJ 'j yz C) 1 a F ao 1 o Mme► n z AC -o 2y P C , 4% 1 1 I I l \ T \\ P l V _` , , P Ggiyq �� / w�� vzk �` rV STA 12 +69.80 41.57' LT STA 13 +35.01, �.. n� - - __ 22 5 17 19 27.78' LT 19 22 17 12 u - - - - -EXIST R /W -----° - - v C s TV CB 3588 PK# 8 10 ° a D72 � STA 13 +39.96 CD RIM 29.62' CUNC �. z p 31.25' LT 5 I I 30 29 P1 2Q A r 17 1+370 a, w - m a 17 - 24 19 17 STA 12 +6- .86 LLJ - f - /c - ' �� s' ` 30.71' Lr 19 2 II - z 7 LOGAN AVE N Ld I 13+7Q.72, O 2 +00 15 o �_- _._-_-; - AP STA N 1 _ -- -= 23.48 + T °o iSD w v 13 +00 L 14 +00 :: , ...... . - ..... 15- 3 (M.I 9 - 43 4 c P / so a,_� �_7 STA 12 +95.37 STA 13 +35.00, N 4348'09" E N MIC \ r 7.57 LT LT K9 21.8f 3 W P SD PK 10 -. - J 0 it w jt r STA 11 +51.10 2a_� x I J 1 P 3 50.52' RT o U icv S SD - rn S� D Q SID D-12 PK10 JIc O I / P P <.,�.. "..'mac-- __�CIR7 SD D72 _ `' - _... _. - - _ _ _ - _ _ _ - 3 ti �,..,.� 29 SD yy SD .. -.� _. .... - -- -- -- .. ... _ P^R,,,u.,, SD W 9 W ....- Pw 575 _ P 19 19 YEL � B 2`'CYr CB 3396 CB 3407 ^ ^'-^- RIM 28.30' RIM 28.41' 19 �.� .,.... .' n -"_' ..""." ...� _ -`." '""' '-° "_ _ -EXIST R /W- / Q I.E. 25.6' SE, 12' METAL I.E. 25.8' NE, 12" METAL N_ 52 5, 2 I.E. 24.6' SW, 12" CPP I.E 25.8' SW, 12" METAL SDMH 3409 CB 3329 CB 2426 CB 2427 Air ROPi CB 3408 RIM 27.16' RIM 27.46' RIM 27.87' RIM 27.79' RIM 26.99' I.E. 25.6' NW, 6" PVC Q� GENERAL SITE PREPARATION & TESC NOTES LE. 26.1' NW, 8" CONC I.E. 21.3' NW, 24" CMP E. 25.0' SW, 8" METAL LE. 25.5' SE, 4" Pvc I.E. 25.2' NW, 6" PVC I.E. 21.4' NE, 24" CPP LE. 25.2' SE, 4" PVC LE. 25.8' SE, 4" PVC 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, I.E. zs.t' SW, iz" METAL I.E. 24.7' NE, 8" METAL AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE I.E. 21.7' SW, 12" CPP INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. SITE PREPARATION NOTES SITE PREPARATION LEGEND PLAN 2. APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE Q1 REMOVE ASPHALT SIDEWALK. STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING ® REMOVE ASPHALT CONCRETE PAVEMENT LIMITS SHALL REMAIN OR BE REMOVED OR RELOCATED PER THE PLANS, AFTER APPROVAL BY THE REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER. 0 5 10 20 40 60 ENGINEER. PRESERVE AND PROTECT MONUMENT. REMOVE CEMENT CONCRETE SIDEWALK AND/ OR PAVEMENT 0 3. ABANDONED STORM DRAIN PIPE THAT IS NOT REMOVED SHALL BE ENTIRELY FILLED WITH CDF. ■ INLET PROTECTION 4. CATCH BASIN INSERTS SHALL BE PLACED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION OS REMOVE CONCRETE SIDEWALK. AND IN ALL EXISTING CATCH BASINS PER THESE PLANS. 7Q SAWCUT & REMOVE ASPHALT PAVEMENT. SAWCUT 5. FOR SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & SIGNING PLAN, SHEETS 33 - 36. gQ ABANDON AND FILL STORM DRAIN PIPE: ABANDON STORM PIPE 6. THE CONTRACTOR SHALL KEEP A MINIMUM 4 FOOT WIDE PATHWAY AT ALL TIMES. • STA 14 +61.48, 28.97' RT TO STA 15 +00, 19.53' LT, 61.94 LF CLEARING LIMITS 7. FOR TREATMENT OF EXISTING SIGNAL - ASSOCIATED EQUIPMENT, SEE SIGNAL PLAN, SHEETS 27 - 30. 12 REMOVE TREE. o SILT FENCE 8. FOR TREATMENT OF EXISTING LUMINAIRES AND ASSOCIATED EQUIPMENT, SEE ILLUMINATION PLAN, 15 REMOVE CONCRETE PAVEMENT ALONG EXISTING JOINTS. SHEETS 21 - 26. 17 PRESERVE AND PROTECT TREE, SEE LANDSCAPE DETAIL AND NOTES 9. PROTECT ALL EXISTING BUILDING DOWNSPOUTS AND MAINTAIN CONNECTION TO STORM DRAIN SYSTEM. SHEET 47. 10. SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR THE CONSTRUCTION OF UNDERGROUND UTILITIES. 19 PRESERVE AND PROTECT LUMINAIRE AND JUNCTION BOX. 11. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT, AS © REMOVE CONCRETE SIDEWALK TO FENCE. NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO REESTABLISH IRRIGATION SYSTEM IN THIS AREA. SEE IRRIGATION PLAN, SHEETS ® CLEAR AND GRUB SHRUBS AND GROUNDCOVER. PROTECT TREES PER 37 -42• NOTE 17, THIS SHEET. • STA 11 +03.90 TO STA 13 +35.27 12. MINIMIZE GRADING DISTANCE BEHIND NEW CURBLINE. PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. ©9 COORDINATE REMOVAL OF EXISTING BUS SHELTER, FURNITURE, AND SIGN WITH KING COUNTY METRO. CONTACT DAVID KORTHALS R-361465 CALL 3 WORKING DAYS 13. ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES (206- 263 -0475) MINIMUM OF 10 WORKING DAYS BEFORE SHELTER BEFORE YOU DIG: MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER. FOR NEEDS TO BE REMOVED. 811 NOTIFICATION INFORMATION AND GUIDELINES, PLEASE VISIT: HTTP:// WWW. KINGCOUNTY. GOV/ TRANSPORTATION / KCDOT / METROTRANSIT /CONSTRUCTION.ASPX. 30 REMOVE BUS STOP PAD. REVISED TO CONFORM TO CONSTRUCTION RECORDS. NO REVISIONS VS HJT 07/2014 SURVEYED: KPG THIS SHEET. tiMt rts So G� 44 DRAWING NO. 12 o� DRAWN BV: HJT RECORD CITY OF RENTON SOUTH LAKE WASHINGTON _ z DESIGN BY: HJT 75391h AveN 2502 Jefferson Ave DRAWINGS Public Works Department ROADWAY IMPROVEMENTS PROJECT NO. 11156 CHECK BY: NJD Seattle, WA 98109 Tatnma, WA 98 ve FED AID NO. PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION SITE PREPARATION & TESC PLAN PROJ MGR: NJD (20512851640 (25 31 627-0720 DATE: FEB 2012 ww com BASED ON CONSTRUCTION RECORDS STA 10 +00 TO STA 15 +00 NUMBER REVISION DESCRIPTION BY APP. DATE NnL � OA FILE: 08046PREP01.dwg � BY: DATE: SHEET NO. 12 OF 53 0 O � u �aC ° = o N z Q cO =o 3 m 3 O 3 z GENERAL NOTES AN EROSION CONTROL SYSTEM USING THE MINIMUM BMP'S IS TO BE INSTALLED PRIOR TO ANY CLEARING OR GRADING. ADDITIONAL EROSION CONTROLS MAY BE REQUIRED BY THE ENGINEER AS WEATHER AND FIELD CONDITIONS DICTATE. LOCATIONS FOR STOCKPILED MATERIAL MUST BE APPROVED BY THE ENGINEER /PROJECT MANAGER AT LEAST 24 HOURS IN ADVANCE OF ANY DUMPING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL COMPLIANCE WITH THE WASHINGTON STATE "DROPPING LOAD OR OTHER MATERIALS - COVERING" (RCW 46.61.655.3/4) AND KING COUNTY CODE "UNSECURED LOADS" (KCC 10.12.0408). ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. TESC PLAN & WRITTEN CONSTRUCTION SEQUENCE A TEMPORARY EROSION & CONTROL PLAN AND WRITTEN CONSTRUCTION SEQUENCE DESCRIBING HOW CONSTRUCTION AND EROSION CONTROL WILL PROGRESS, RESTORATION BY SECTION, AND PROTECTION OF STOCKPILE AREAS IS REQUIRED. THE CONSTRUCTION SEQUENCE WILL BE REVIEWED WITH THE ENGINEER AT THE PRECONSTRUC110N MEETING. THE CONTRACTOR SHALL ALSO DEVELOP A 'SPILL RESPONSE" PLAN AND IDENTIFY PERSON(S) RESPONSIBLE FOR IMPLEMENTING THE PLAN IF A SPILL OF A DANGEROUS OR HAZARDOUS WASTE SHOULD OCCUR. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACIIVTIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. TEMPORARY EROSION CONTROL EXPOSED SOIL MUST BE COVERED AT THE END OF THE CONSTRUCTION WEEK AND ALSO AT THE POSSIBLE THREAT OF RAIN. THE CONTRACTOR MUST HAVE A SUFFICIENT AMOUNT OF MATERIALS FOR PLASTIC COVERING TO PROVIDE EROSION CONTROL FOR THE SITE AND EMERGENCY PURPOSES. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. SEDIMENT TRAPPING DEWATERING DEVICE, IF NEEDED, SHALL BE DISCHARGED WHERE SEDIMENT, AND /OR OTHER POLLUTANTS, WILL NOT ENTER THE DRAINAGE SYSTEM. PER DEPARTMENT OF ECOLOGY GUIDELINES, WASTEWATER FROM PORTLAND CEMENT CONCRETE, MASONRY, AND ASPHALT CONCRETE CUTTING OPERATIONS SHALL NOT BE DISCHARGED TO STORM DRAINAGE SYSTEMS OR SURFACE WATERS. SEDIMENT AND GRIT CONTAMINATION FROM CUTTING OPERATIONS SHALL BE PREVENTED FROM ENTERING THE STORM DRAINAGE SYSTEM OR SURFACE WATERS. BMP MAINTENANCE ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENTATION BMP'S SHALL BE INSPECTED DAILY AND SUBSEQUENTLY MAINTAINED PER THE WASHINGTON STATE STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN AND THE DEVELOPMENT STANDARDS SO THAT THEY FUNCTION AS INTENDED UNTIL THE SITE HAS BEEN PERMANENTLY STABILIZED, AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. AT NO TIME SHALL MORE THAN 0.5 FEET OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED JUST PRIOR TO FINAL INSPECTION APPROVAL. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. c I c I NOTES 1. PLACE AT DOWN GRADIENT EDGE OF AREAS TO BE CLEARED TO PROTECT STREAM & WETLANDS OUTSIDE OF GRADING LIMITS, 2. CONTRACTOR SHALL REMOVE ACCUMULATED SEDIMENT FROM FENCE WHEN IT REACHES Y3 OF FENCE HEIGHT. 6' MAX 8" MIN. FILTER FABRIC MATERIAL PROVIDE 3/4" TO 11/2" GRAVEL BACKFILL GRUB SURFACE FOR TIGHT SEAL ALTERNATE: STEEL FENCE POSTS ELEVATION SILT FENCE NTS DUST CONTROL SECTION FILTER FABRIC MATERIAL 36" WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO POST SEAL FILTER MATERIAL AGAINST GROUND SURFACE PREVENTATIVE MEASURES TO MINIMIZE THE WIND TRANSPORT OF SOIL SHALL BE TAKEN WHEN ADAPTOR SKIRT A TRAFFIC HAZARD MAY BE CREATED OR WHEN SEDIMENT TRANSPORTED BY THE WIND IS WITHIN 3" TO 5" LIKELY TO BE DEPOSITED IN DRAINAGE WAYS OR WATER RESOURCES. WHEN USING WATER FOR DUST CONTROL, SPRAY UNTIL SOIL IS WET BUT RUNOFF IS NOT INITIATED. PAVED STREETS SHALL BE SWEPT DAILY FOLLOWING CONSTRUCTION ACTIVITIES. GEOTEXTILE FA[ PERMANENT EROSION CONTROL ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED BY LANDSCAPING AND REVEGETATION (SEE PLANS). UNDERGROUND UTILITY LINES WHEN CONSTRUCTING UNDERGROUND UTILITY LINES, NO MORE TRENCH SHALL BE OPENED THAN CAN BE CLOSED IN A SINGLE DAY, OR MORE THAN 500 FEET, WHICHEVER IS LESS. EXCAVATED MATERIAL SHALL BE PLACED ON THE DOWNHILL SIDE OF THE TRENCH WHERE CONSISTENT WITH THE SAFETY AND SPACE CONSIDERATIONS. TEMPORARY TRENCH DEWATERING DEVICES SHALL NOT BE DISCHARGED INTO SURFACE WATERS OR TO THE STORM DRAIN SYSTEM WITHOUT PRIOR TREATMENT. FOR UTILITY TRENCHING AND OTHER CLEARING AND GRADING WORK IN STREET RIGHTS -OF -WAY, EROSION AND SEDIMENTATION CONTROL BMP'S, PER THE STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN, AND STANDARD DETAILS SHALL BE USED. THE BMP'S SHALL BE MAINTAINED DAILY. EASEMENTS ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE PROTECTED, AND ALL EASEMENT RIGHTS MAINTAINED. NOTES TOE IN SHEETING IN 4" X 6" TRENCH A 1. TIRES, SANDBAGS, OR EQUIVALENT MAY MIN OF 8' SETBACK FROM TOP OF SLOPE. BE USED TO WEIGHT PLASTIC SHEETING. BACKFILL WITH WASHED ROCK 2. SEAMS BETWEEN SHEETS MUST CONVEY RUNOFF TO OVERLAP A MINIMUM OF 12" AND BE APPROVED LOCATION WEIGHTED OR TAPED. 10' MAX 3. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL 4. DUE TO RAPID RUNOFF CAUSED BY PLASTIC SHEETING, THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY CONCENTRATED RUNOFF. \/ 5. BERM OR SWALE AT TOP OF SLOPE AS DIRECTED BY CITY CLEARING AND GRADING INSPECTOR. 6. DITCH AT BASE OF SLOPE AS REQUIRED TERMINATE AT BY CITY CLEARING AND GRADING LEVEL AREA. FOLD PROVIDE ENERGY 3' MIN INSPECTOR. DISCHARGE TO APPROVED UNDER 4" & STAPLE DISSIPATION AT TOE y LOCATION. AT 12" INTERVALS WHEN NEEDED PLASTIC COVERING NTS 0=11711AI STRAP ACCUMULATION CATCH BASIN INLET PROTECTION INSERT NTS NOTES: 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY. OR UPON PLACEMENT OF A NEW CATCH BASIN. 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL. 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND RE- INSERTING IT INTO THE CATCH BASIN. 4. CATCH BASIN INSERTS SHALL BE USED FOR TEMPORARY STORMWATER TREATMENT DURING CONSTRUCTION. EXISTING CATCH BASINS MAY BE EQUIPPED WITH INSERTS FOR SEDIMENT CONTROL DURING CONSTRUCTION AND RECONFIGURED IN NEWLY INSTALLED CATCH BASINS AS THE WORK PROGRESSES. EACH INSERT MAY BE REMOVED AND RE- INSTALLED ONLY ONCE, AND ONLY IF THE INSERT REMAINS INTACT AND IN FULL WORKING CONDITION, SUBJECT TO THE APPROVAL OF THE ENGINEER, AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CATCH BASIN INSERTS REQUIRE AT LEAST WEEKLY INSPECTION, AND MAINTENANCE IF NEEDED. 5. CATCH BASIN INSERTS DO NOT MEET SPILL CONTAINMENT REQUIREMENTS AND CANNOT BE USED AS SUCH. METHODS OF POTENTIAL SPILL- CONTAINMENT SHALL BE ADDRESSED IN A TEMPORARY WATER POLLUTION /EROSION CONTROL PLAN. 6. "WATER POLLUTION /EROSION CONTROL PLAN" IS TO BE PREPARED BY THE CONTRACTOR PER THE SPECIAL PROVISIONS. R- 361466 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 t 00 nLvIJL.0 IV VvnrVnm IV 1iVIW IRUVIIVIY a= RG1iVRUJ. Ivu RCYIJI 1 VIYJ vJ nJl vi LVIY o oeMV' Tso �. o, was„ R "Io _ _ z SURVEYED: KEG DRAWN BY: HUT DESIGN BV: HJT CHECK BY: NJD 3K3P� 753 9th Ave N 2502Je8ersonAve Suffle,WA98109 Tam, WA 98402 z �� ; CITY OF RENTON Public Works Department SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS q DRAWING NO. 13 PROJECT NO. 11156 FED AID NO. THIS SHEET. RECORD DRAWINGS ? 5506 w� \k rin�o PROJ MGR: NJD 1253)627 -0720 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION SITE PREPARATION & TESC DETAILS DATE: FEB 2012 VIAL aN�� `, 0A FILE: 08046TESCDET01.dwg www.l86.1640 xwrr.l�g.com BASED ON CONSTRUCTION RECORDS BY: DATE: O SHEET NO. 13 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE t 00 m [_] a= az o = O 1 o-° �0 1 o �^ 3 r z m arosuste (W =0440= = ,r NUMBER 10 I- B A eii •�'•' i�l;:es;'sd SECTION VIEW A -A SECTION VIEW B -B a Asa. ts,a) m. - oss ar aawc B tvaetmo PLAN VIEW SECTION VIEW C -C A, ROCK BEHIND CURB CUT GARDEN AVE N, STA 40 +83, RT ,ats oe�u, NT$ m a vami vua w, v,.a I pmne m[av aw-ror Dort x »/- `I 951 :Sig' SECTION PLAN VIEW A • .M1 1.:x:::7 '.�7•�::;3 11:15 11 ©,. , CURB CUT GARDEN AVE N, STA 41+55 AND STA 43+85, RT NTS or mvsot (alt) M. - as at ae.c �mawm (CDT TI6 SDR F-0}.i(:)1 SECTION VIEW C -C GARDEN AVE WIDENEING - UTILITY ASBUILTS UTILITY NORTHING STATION OFFSET ELEV- DESCRIPTION 3004q H2f) 511+2599 14.45,LT 24590 TEE 121N NHS 61N W' 185784.765 H2O 50 +24:39 14 -62 LT 24374 WET TAP a 121N 10708, H2O 5932679 1094 LT '25401 ,ALVE61NTQPNIJf DATE: '11,,U 112 H2O 50 +26.86 21.06 LT 24224 61N DI TOP PIPE - 57720x1 17+60.;92 4�i.19.LT - 81:95 12W CMFTOP 130 92112 PIPE STRM 17 +68:28 59.53 LT 2965 121N CUP 30005 TOP PIPE 577204 0715E 33 79.26LT 27A4 12IKCWTOP:PIPEAP 145803:654 1302368.%6 STRM 17 *49:32 7711 LT 27.34. 121NCMP RT TOP PIPE STRM 1302344.492 147462 48 19.91RT :- +. REPLACED .TY$�E1,SAN1EIEs..5t?LItl _ID STRIA 18 +25 50 +45 &I 39.00ILT1 APP. I CO NO 11 CONC INLET, H2O BELOW GARDEN AVE WIDENEING - RAISED IRON PT NO, NORTHING EASTING DESCRIPTION STATION OFFSET 3004q 485752.163:1302347.62 09 13 12 =VVVLIO €50+26,79 SURVEYED: KPG = 30001 185784.765 1302339..543 WV LID 50+.50.79 19.66 LT 3D�02 441657 10708, 1302340'01, DRAWN BY: HJT VV LID VS 50+54.,24 DATE: '11,,U 112 IT 30003 185808.195 1302334 476 M ON LID 50+7445 17,24 LT 3 18578$216 111 130 92112 33DJS 144741[1)• DESIGN BY: HJT 50+4719 b3V098 0,10TLT 0.03 30005 185790.287 1302361684 MH COVER 50+48.58 5.01 RT 30006 145803:654 1302368.%6 18 +50 MH COVER 50+,53.90 13:40 RT 30007 185840 665 1302344.492 MH COVER 51 +01.94 3,09 LT 30LKIB 18 895.013 5 18 +25 0 '1302459, 8 k10N LID APP. 51 53.57 11.28 FILE: 08046PLN01.dwg L T 30009 185940 223 1302433 543 GAS LID 62+38.,53 2.78 RT 1011,10 1135938=635 0.003 1302135.49& 1302466 535 GAS LID ' 62 +39 5.25 RT 30011 185978.527 1302459.273 MON LID + 744$ 52+83.63 6.11 LT 3072 1855t32:3B0 .1362249. 7-16 VF Ci3VEg ' 14 +00 79 729 W 30013 1055 9, 3 052 1302205 17 MH COVER 14+60.39 3 1 d2_ar 38414 35.393 185507 ,135 1302 0.6'8 185810 059 MOO LIO 73+81,29 0.00 'RT 30015 185572 968 1302406-816 WV LID 48+28.88 22.10 LT 3W6, I '185563.446 1302437.811 , MH,CO',lE1Z 9 0 + , 48 ,03'33 6:39117 30017 195620-93 1302397.354 364 WV 110 + 48 77 11 1532 LT 3 0 7 .581 T8W73,ev 13112396,4 3p15 T13C VVV LID 48+aa,44 31:140 1 0.44 15:34 1835808121 LT` 300119 185622 876 130239835 VVV LID 48+78.65 13.77 LT .30620 185653,104 F O-530 1302469;35 :MR COVER ' 49+$3.98 607 RT 30021 185659316 13424174226 MH COVER 49+0737 15AI RT 301022 485607,614 1392401.735 VVV LIO ; 44163119 45.27LT ". 30023 185604 679 1302402 899 WV LID 48 +5994 15.07 LT 40tY24 1855135,7311 1301400,194 112 A 1W'UD 27.253 48+61.56 46-65;LT' 30025 185870.017 1302411.027 VVV LID 51+7611 42:02 PT VS, CONNECTIONS TO EXIST 54 MAIN - CO #14 CALL 3 WORKING DAYS HJT DESCRIPTION STATION NJD OFFSET ELEV_ 09 13 12 HORZ DEVIATION SURVEYED: KPG UTS MATH DRAIN ROCK - CO 13 w 04/01/13 3USTflc 10+95.62 44,7.3 441657 T,1073 9ti�1wnTSU 0 4o DRAWN BY: HJT D CONSTRUCTION RECORDS VS HJT DATE: 07/2014 112 3 OIS TBC TRANS_ 18 +89.62 44.80 44.152 F 0.648 0.006 185899 841 1302528 -948 44.152 111 33DJS _ o DESIGN BY: HJT dS,75 b3V098 171:552 0.03 t858 346 k30r518 7?0, $3;698 P 5506 0 0p \k . Ix 0 CHECK BY: NJD PROJ MGR: NJD 110 301STBC 18 +50 41-H 41323 F0637 0,.003 185871407 1302501369 41.323 ;p NA L E' 109 '4P5JST513 18 +25 REVISION DESCRIPTION BY APP. DATE OA FILE: 08046PLN01.dwg 753 9th Ave N 2502 Jefferson Ave Seattle, WA 98109 Tacoma, WA 98402 (206) 2861640 (253) 627 -0720 www.kpg.cnm CONSTRUCTION NOTES MATCH EXISTING. (� INSTALL MONOLITHIC CURB WITH CURB JOINTS ON TOP OF NEW CEMENT CONCRETE PAVEMENT PER ROADWAY DETAILS, SHEET 7. SEE SPECIAL PROVISIONS. O7 REPLACE METAL HANDRAIL WITH LIKE KIND, AS APROVED BY THE ENGINEER. s STA 43 +90.30, 38.01' RT TO STA 44 +00.00, 36.75' RT, 10.8 LF. • STA 43 +91.31, 44.23' RT TO STA 44+00.00, 42.80' RT, 9.3 LF. 15 INSTALL PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB, PER WSDOT STD PLAN F- 10.64 -02. ©0 CONSTRUCT CEMENT CONCRETE PAVEMENT WIDENING PER TYPICAL ROADWAY SECTIONS, SHEET 4 AND PROVIDE SAWED TRANSVERSE JOINTS PER WSDOT STD PLAN A- 40.10 -02. ©5 PROVIDE LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS PER WSDOT STD PLAN A- 60.10 -01, EXCEPT PROVIDE THICKENED EDGE PER DETAIL, SHEET 7. 30 CONSTRUCT PCC PAVEMENT ISOLATION JOINTS AROUND STORM STRUCTURE PER WSDOT STD PLAN A- 40.15 -00. GENERAL CONSTRUCTION NOTES L,J IJ 0 0 Q U) w Z G z 1. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND RESTORE ROADWAY PER TYPICAL ROADWAY SECTIONS, SHEETS 4 - 5. 2. FOR ROADWAY PROFILE SEE SHEETS 18 - 20. 3. FOR SITE PREPARATION & TESC PLAN AND DETAILS, SEE SHEETS 9 -13. 4. FOR REMOVAL LIMITS, SEE SITE PREPARATION & TESC PLAN, SHEETS 9 -13. 5. FOR CHANNELIZATION & SIGNING PLAN, SEE SHEETS 33 - 36. 6. FOR ILLUMINATION PLAN AND DETAILS, SEE SHEETS 21 - 26. 7. FOR SIGNAL PLAN AND DETAILS, SEE SHEETS 27 - 30. 8. FOR IRRIGATION PLAN AND DETAILS, SEE SHEETS 37 - 42. 9. FOR LANDSCAPE PLAN AND DETAILS, SEE SHEETS 43 - 47. 10. POWER POLES AND VAULTS TO BE RELOCATED BY OTHERS. 11. GAS VALVE BOXES TO BE RELOCATED AND /OR ADJUSTED TO GRADE BY OTHERS. GARDEN AVE WIDENING - NE QUADRANT CURB STAKING CALL 3 WORKING DAYS POINT NO DESCRIPTION STATION DESIGN ELEV. OFFSET ELEV_ GUT FILL HORZ DEVIATION STAKED NORTHING STAKED EXSTING STAKED ELEV. w 773 3USTflc 10+95.62 44,7.3 441657 T,1073 O,d01 1 041'46 , :657 DATE: FEB 2012 112 3 OIS TBC TRANS_ 18 +89.62 44.80 44.152 F 0.648 0.006 185899 841 1302528 -948 44.152 111 33DJS TSC 18 ±75 dS,75 b3V098 171:552 0.03 t858 346 k30r518 7?0, $3;698 110 301STBC 18 +50 41-H 41323 F0637 0,.003 185871407 1302501369 41.323 109 '4P5JST513 18 +25 40AZ5' 49;446' 10.704 11:00& 1%051475 1307431'"4 ,1190446 108 3 CIS TBC 18 +0D 3831 37.706 F 0604. 0.003 185835 532 1302466 535 37706 1 #k � 3 G*LS M 0 D: BEG 37 + 744$ 36'82 .o4B F.D_ 72 5 0.00 5 1,88511 T916 13tl244&i5,9 1 -% ass 85 3 015 TBC PC 17+6446 3516 35.393 F 0461 0,006 185810 059 1302441.802 35-31A 93= 3 43JSTOC -114A 34.52 13625 613 O.00L 05803.171 1342430..6513 , 3 '625 , 9 0 3OISTBC 112,6 33.10 1 32.49 5 F 0 805 0 3 DO 5 0 18 8 2.476 130241 7 .581 4 32. 95 91 3p15 T13C 31411 31,68 31:140 1 0.44 0:402 1835808121 1302405 764 1,33141# 92 3 CIS TBC MOD END PCG 50+64.78 30,26 29330 F O-530 0,003 185818 733 1302398 094 29.730 93 3 CT18T6C 1J4A 28:85 28:715 F 0.136 11:{101, fS5 (4.156 13023 #e40d1? 28.715 94 3 OIS TBC 112 A 2941 27.253 F 1.162 0.005 185849.397 1302395.138 27.258 1q5 3 t31S T c 314,4 28:73 2T.612 F "lB o-003, 11t586Y.001 4=400-24D 27.1112 96 3 01S T13C PT 51 +79.52 29:06 28.134 F 0926 0:006' 1858T8.002 1302449:325 28 -134 111 3118 THC 52140 23,49 120 3 OIS TBC END 52 +11.30 29,73 28.898 F 0.832 0.005 185901.133 1302430.836 28,898 121 3OtSFLRAMP?. ID 50+41.76 NfA. fVtA Hdfi RECORD DRAWINGS PREPARED BY KPC, JULY 2014 BASED ON CONSTRUCTION RECORDS CITY OF RFNTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS ROADWAY PLAN STA 40 +00 TO STA 44 +00 k� � �, ( q 0 DRAINAGE NOTES O SEE PROFILE SHEETS 18 -20 FOR DRAINAGE NOTES NOT IDENTIFIED BELOW. R- 361461 1 0 c CALL 3 WORKING DAYS BEFORE YOU DIG: E D a_ 811 z C) cM1 m Z �o - ao w 14 0 DRAWING NO. m PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEET NO. 14 OF 53 1 0 c m E D a_ z C) cM1 m Z �o - ao w 0 m z v ol[1]IE -W --+ CURB CENTERLINE STA 44 +27.33, 0.7' RT S W 45 +00 15 e S 4 SD SO -lam O SD W W 46 +00 S S SD - SD ....m,..,...� OH �.. SD - P W GARDEN AVE N - CITY OF RENTON UTILITY EASEVENT REC. 20070710000392 OH AP STA 46 +35.54, 24.00' RT Q EXIST R/W CURB CENTERLINE STA 47 +13, 0.0' LT /RT A 11 Py1 , -, p :► e SD - ft EXIST ESMT 4 30 / EXIST R/W Al- L/ AP STA 47 +35.54, AP STA 47 +65.54, 23.67' RTQ 23.67' RT Q PLAN 5�' QtU42�2P7J�oFP�e.oJECr. r,VrERSECTioN 0 5 10 20 40 60 nlc -ul E'uo P&sr LoCgrio,y% OM WEST 114,vP44/L Z- 41weriH P �N.� ec MEhVj)E`h'Z/.(G3 ViDF {l�I}( -�' GENERAL CONSTRUCTION NOTES CONSTRUCTION NOTES _ _ �- L- mcA�rv� of 1. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND 3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3. FOR 9tih RESTORE ROADWAY PER TYPICAL ROADWAY SECTIONS, SHEETS 4 - 5. O �'¢ °¢ `jG ✓CS��AGiC% DRIVEWAY PLAN AND PROFILE SEE ROADWAY DETAILS, SHEET 7. FOR hand 2. FOR ROADWAY PROFILE SEE SHEETS 18 - 20. DETAILS SEE CITY OF RENTON STD PLAN F004.1, F004.4, FOOS. /e ®%4 e.,wr 1 ® CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL ROADWAY rJf > 3. FOR SITE PREPARATION & TESC PLAN AND DETAILS, SEE SHEETS 9 -13. SECTIONS, SHEET 4 & 5. 4. FOR REMOVAL LIMITS, SEE SITE PREPARATION & TESC PLAN, SHEETS 9 -13. O INSTALL MONOLITHIC CURB WITH CURB JOINTS ON TOP OF NEW CEMENT CONCRETE PAVEMENT PER ROADWAY DETAILS, SHEET 7. SEE SPECIAL 5. FOR CHANNELIZAT10N & SIGNING PLAN, SEE SHEETS 33 - 36. PROVISIONS. Hoc p Go" Few ES oJ?osr �.. REPLACE METAL HANDRAIL WITH LIKE KIND, AS APROVED BY THE ENGINEER. SivENyvc l _u�_M_4rr1✓ rho ry V 6. FOR ILLUMINATION PLAN AND DETAILS, SEE SHEETS 21 - 26. . STA 44 +00.00, 36.75' RT TO STA 44 +53.68, 30.60' RT, 54.2 LF.� - 7. FOR SIGNAL PLAN AND DETAILS, SEE SHEETS 27 - 30. • STA 44 +00.00, 42.80' RT TO STA 44+55.18, 36.40' RT, 55.7 LF. • STA 44 +98.73, 30.60' RT TO STA 45 +33.76, 30.60' RT, 35.0 LF. 8. FOR IRRIGATION PLAN AND DETAILS, SEE SHEETS 37 - 42. • STA 44 +98.73, 36.40' RT TO STA 45 +33.76, 36.40' RT, 35.0 LF. Q HANDRAIL SKETCH DETAIL SE QUADRANT OF PROJECT INTERSECTION 9. FOR LANDSCAPE PLAN AND DETAILS, SEE SHEETS 43 - 47. QO PROTECT TIMBER POWER POLE. MAINTAIN 18" MINIMUM CLEARANCE BETWEEN NTS FACE OF POLE AND PROPOSED FACE OF CURB. 10. POWER POLES AND VAULTS TO BE RELOCATED BY OTHERS. 12 ADJUST CATCH BASIN OR STORM DRAIN MANHOLE PER CITY OF RENTON STD HANDRAIL vs PS 2A 11z 11. GAS VALVE BOXES TO BE RELOCATED AND /OR ADJUSTED TO GRADE PLAN 400.4 AND REPLACE FRAME AND COVER PER CITY OF RENTON STD BY OTHERS. PLANS 204.00, 204.10, 204.20 AND 204.50. EAST CORNER OF LANDING PAD ® Of NE QUADRANT OF PROJECT INTERSECTION 12. FOR UTILITY AS- GUILTS, CURB STAKING AND RAISED IRON DATA, 15 INSTALL PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB, PER SEE SHEET 14. WSDOT STD PLAN F- 10.64 -02. (NOTE: PS 2A HAS BEEN RELOCATED TO STA 50 +49.30, 67 'ZRT PER Q CONSTRUCT CEMENT CONCRETE PAVEMENT WIDENING PER TYPICAL ROADWAY BOB CASE) DRAINAGE NOTES SECTIONS, SHEET 4 AND PROVIDE SAWED TRANSVERSE JOINTS PER WSDOT D2A STD PLAN A- 40.10 -02, XO SEE PROFILE SHEETS 18 -20 FOR DRAINAGE NOTES NOT IDENTIFIED BELOW. Q PROVIDE LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS PER WSDOT HANDRAIL STD PLAN A- 60.10 -01, EXCEPT PROVIDE THICKENED EDGE PER DETAIL, SHEET 7. CONSTRUCT CONCRETE BUMPOUT AROUND EXISTING MANHOLE PER DETAIL, LANDING PAD R=361468 7. ADA RAMP 30 CONSTRUCT PCC PAVEMENT ISOLATION JOINTS AROUND STORM STRUCTURE PER WSDOT STD PLAN A- 40.15 -00. ,.ONST U13T MODULAR o, WALL PER „ET. , SHEET 7A. CALL 3 WORKING DAYS 0 HANDRAIL SKETCH DETAIL BEFORE YOU DIG: 6 NE QUADRANT OF PROJECT INTERSECTION 811 1 CHANGE ORDER #1 - DRAINAGE REVISION ODB -N-jD-F572-o-12--1 NTS z GARDEN AVE CURB TAPER REVISION - FD #1 HJT NJD 107/27/12 SURVEYED: KPG ��MI� ns SU'P DRAWN BY: HJT Kp� 46 DRAWING NO. 15 RFl 20 -STORM REVISIONS CONNECTIONS TO EXIST 54 MAIN - CO 14 HJT NJD 9 13 12 °" RECORD CITY OF RENTON SOUTH LAKE WASHINGTON s C -CURB EXTENSION AT GARDEN - FD 1 1 _ PROJECT NO. 156 ° DESIGN BV: HJT 75391hAveN 2502 Jefferson Public Works Department ROADWAY IMPROVEMENTS a HANDRAIL REVISIONS - CO 12 2 20 13 DRAWINGS FED AID NO. CHECK BY: NJD Seattle, INA 98189 Tacoma, WA 98402 CHANGE LATERAL ACROSS GARDEN - CO 11 D2 2D 1 ? 5506 �p ;k PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION ROADWAY PLAN - rcx�° � PROJ MGR: NJD (2Q61266 -1640 (253) 627 -0720 DATE: FEB 2012 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 �L ee wNw.kpg.cam BASED ON CONSTRUCTION RECORDS BY. DATE. STA 44 +00 TO STA 48 +00 SHEETNO. 15 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE 01 FILE: 08046PLN01.dwg 1 D c =y a 6 1 V z ao a - 1 o 0 O„z - -�0 �a 1 w 0 111 w u. _ Rlw v ol[1]IE -W --+ CURB CENTERLINE STA 44 +27.33, 0.7' RT S W 45 +00 15 e S 4 SD SO -lam O SD W W 46 +00 S S SD - SD ....m,..,...� OH �.. SD - P W GARDEN AVE N - CITY OF RENTON UTILITY EASEVENT REC. 20070710000392 OH AP STA 46 +35.54, 24.00' RT Q EXIST R/W CURB CENTERLINE STA 47 +13, 0.0' LT /RT A 11 Py1 , -, p :► e SD - ft EXIST ESMT 4 30 / EXIST R/W Al- L/ AP STA 47 +35.54, AP STA 47 +65.54, 23.67' RTQ 23.67' RT Q PLAN 5�' QtU42�2P7J�oFP�e.oJECr. r,VrERSECTioN 0 5 10 20 40 60 nlc -ul E'uo P&sr LoCgrio,y% OM WEST 114,vP44/L Z- 41weriH P �N.� ec MEhVj)E`h'Z/.(G3 ViDF {l�I}( -�' GENERAL CONSTRUCTION NOTES CONSTRUCTION NOTES _ _ �- L- mcA�rv� of 1. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND 3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3. FOR 9tih RESTORE ROADWAY PER TYPICAL ROADWAY SECTIONS, SHEETS 4 - 5. O �'¢ °¢ `jG ✓CS��AGiC% DRIVEWAY PLAN AND PROFILE SEE ROADWAY DETAILS, SHEET 7. FOR hand 2. FOR ROADWAY PROFILE SEE SHEETS 18 - 20. DETAILS SEE CITY OF RENTON STD PLAN F004.1, F004.4, FOOS. /e ®%4 e.,wr 1 ® CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL ROADWAY rJf > 3. FOR SITE PREPARATION & TESC PLAN AND DETAILS, SEE SHEETS 9 -13. SECTIONS, SHEET 4 & 5. 4. FOR REMOVAL LIMITS, SEE SITE PREPARATION & TESC PLAN, SHEETS 9 -13. O INSTALL MONOLITHIC CURB WITH CURB JOINTS ON TOP OF NEW CEMENT CONCRETE PAVEMENT PER ROADWAY DETAILS, SHEET 7. SEE SPECIAL 5. FOR CHANNELIZAT10N & SIGNING PLAN, SEE SHEETS 33 - 36. PROVISIONS. Hoc p Go" Few ES oJ?osr �.. REPLACE METAL HANDRAIL WITH LIKE KIND, AS APROVED BY THE ENGINEER. SivENyvc l _u�_M_4rr1✓ rho ry V 6. FOR ILLUMINATION PLAN AND DETAILS, SEE SHEETS 21 - 26. . STA 44 +00.00, 36.75' RT TO STA 44 +53.68, 30.60' RT, 54.2 LF.� - 7. FOR SIGNAL PLAN AND DETAILS, SEE SHEETS 27 - 30. • STA 44 +00.00, 42.80' RT TO STA 44+55.18, 36.40' RT, 55.7 LF. • STA 44 +98.73, 30.60' RT TO STA 45 +33.76, 30.60' RT, 35.0 LF. 8. FOR IRRIGATION PLAN AND DETAILS, SEE SHEETS 37 - 42. • STA 44 +98.73, 36.40' RT TO STA 45 +33.76, 36.40' RT, 35.0 LF. Q HANDRAIL SKETCH DETAIL SE QUADRANT OF PROJECT INTERSECTION 9. FOR LANDSCAPE PLAN AND DETAILS, SEE SHEETS 43 - 47. QO PROTECT TIMBER POWER POLE. MAINTAIN 18" MINIMUM CLEARANCE BETWEEN NTS FACE OF POLE AND PROPOSED FACE OF CURB. 10. POWER POLES AND VAULTS TO BE RELOCATED BY OTHERS. 12 ADJUST CATCH BASIN OR STORM DRAIN MANHOLE PER CITY OF RENTON STD HANDRAIL vs PS 2A 11z 11. GAS VALVE BOXES TO BE RELOCATED AND /OR ADJUSTED TO GRADE PLAN 400.4 AND REPLACE FRAME AND COVER PER CITY OF RENTON STD BY OTHERS. PLANS 204.00, 204.10, 204.20 AND 204.50. EAST CORNER OF LANDING PAD ® Of NE QUADRANT OF PROJECT INTERSECTION 12. FOR UTILITY AS- GUILTS, CURB STAKING AND RAISED IRON DATA, 15 INSTALL PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB, PER SEE SHEET 14. WSDOT STD PLAN F- 10.64 -02. (NOTE: PS 2A HAS BEEN RELOCATED TO STA 50 +49.30, 67 'ZRT PER Q CONSTRUCT CEMENT CONCRETE PAVEMENT WIDENING PER TYPICAL ROADWAY BOB CASE) DRAINAGE NOTES SECTIONS, SHEET 4 AND PROVIDE SAWED TRANSVERSE JOINTS PER WSDOT D2A STD PLAN A- 40.10 -02, XO SEE PROFILE SHEETS 18 -20 FOR DRAINAGE NOTES NOT IDENTIFIED BELOW. Q PROVIDE LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS PER WSDOT HANDRAIL STD PLAN A- 60.10 -01, EXCEPT PROVIDE THICKENED EDGE PER DETAIL, SHEET 7. CONSTRUCT CONCRETE BUMPOUT AROUND EXISTING MANHOLE PER DETAIL, LANDING PAD R=361468 7. ADA RAMP 30 CONSTRUCT PCC PAVEMENT ISOLATION JOINTS AROUND STORM STRUCTURE PER WSDOT STD PLAN A- 40.15 -00. ,.ONST U13T MODULAR o, WALL PER „ET. , SHEET 7A. CALL 3 WORKING DAYS 0 HANDRAIL SKETCH DETAIL BEFORE YOU DIG: 6 NE QUADRANT OF PROJECT INTERSECTION 811 1 CHANGE ORDER #1 - DRAINAGE REVISION ODB -N-jD-F572-o-12--1 NTS z GARDEN AVE CURB TAPER REVISION - FD #1 HJT NJD 107/27/12 SURVEYED: KPG ��MI� ns SU'P DRAWN BY: HJT Kp� 46 DRAWING NO. 15 RFl 20 -STORM REVISIONS CONNECTIONS TO EXIST 54 MAIN - CO 14 HJT NJD 9 13 12 °" RECORD CITY OF RENTON SOUTH LAKE WASHINGTON s C -CURB EXTENSION AT GARDEN - FD 1 1 _ PROJECT NO. 156 ° DESIGN BV: HJT 75391hAveN 2502 Jefferson Public Works Department ROADWAY IMPROVEMENTS a HANDRAIL REVISIONS - CO 12 2 20 13 DRAWINGS FED AID NO. CHECK BY: NJD Seattle, INA 98189 Tacoma, WA 98402 CHANGE LATERAL ACROSS GARDEN - CO 11 D2 2D 1 ? 5506 �p ;k PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION ROADWAY PLAN - rcx�° � PROJ MGR: NJD (2Q61266 -1640 (253) 627 -0720 DATE: FEB 2012 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 �L ee wNw.kpg.cam BASED ON CONSTRUCTION RECORDS BY. DATE. STA 44 +00 TO STA 48 +00 SHEETNO. 15 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE 01 FILE: 08046PLN01.dwg 1 D c =y a 6 1 V z ao a - 1 o 0 O„z - -�0 �a 1 w 0 z VARIES -11' 5 -11' EXISTING PULLOUT WHERE EXISTING PLANTER SHOWN IN PLANS SIDEWALK WHERE SHOWN VARIES N PLAN EXISTING CURB & GUTTER EXISTING CONCRETE PAVEMENT �5 �4 EXISTING EXISTING SIDEWALK PLANTER 2 WHERE 3 SHOWN VARA� IN PLAN 5 4" CEMENT CONCRETE SIDEWALK (WSDOT STD PLAN F- 30.10 -01) OR 6" CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 (CDR STD PLAN F004.1, F004.4, F009) I EXISTING CURB & GUTTER "11' PULLOUT WHERE SHOWN IN PLANS EXISTING CONCRETE PAVEMENT TYPICAL SECTION NOTES CONSTRUC11ON CHANNELIZED ISLAND, WHERE SHOWN IN PLANS X20' 24' VARIES, 11' -14.5' VARIES, 11' -14' VARIES, 13' -17' THRU /RIGHT LEFT TL RN LANE THRU LANE 51-5.5' TURN LANE I 14 STA 40 +69.48 TO STA 42 +23.5 ;GARDEN AVE N TYPICAL SECTION A 3 APPROX STA 40 +67.65 TO STA 42 +23.5, LOOKING NORTHWEST NTS -20' 11' -11.2' GHT TURN CONSTRUCTION i 11' -11.2' THRU LANE OR LEFT TURN LANE 11' -11.2' LEFT TURN LANE 24' 11' -11.2' THRU LANE 5.3' -5.5' 14 STA 42 +23.5 TO STA 43 +34.33 7 3 GARDEN AVE N TYPICAL SECTION B APPROX STA 42 +23.5 TO STA 43 +70, LOOKING NORTHWEST NTS 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2 -06 OF THE STANDARD SPECIFICATIONS. 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED CSBC UNDER PAVED SURFACES. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2 -03 OF THE STANDARD SPECIFICATIONS. 4. IF UNSUITABLE SUBGRADE IS ENCOUNTERED, THE CONTRACTOR SHALL CAREFULLY OVER- EXCAVATE TO A MAXIMUM DEPTH OF 1' AND REPLACE WITH CSBC OR AS DIRECTED BY THE ENGINEER. 5. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED AT ALL T1MES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 6. REMOVE EXISTING CURB, GUTTER AND SIDEWALK WHERE INDICATED ON THE PLANS. 7. SALVAGE EXISTING IRRIGATION EQUIPMENT WITHIN LIMITS OF CLEARING AND GRUBBING IN ACCORDANCE WITH SECTION 8 -03 OF THE SPECIAL PROVISIONS. 8. SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF LIMITS OF CLEARING AND GRUBBING. NUMBER I REVISION DESCRIPTION I BY I APP. I DATE MATERIAL CODE VARIES PLANTER �5' WIDTH VARIES EXISTING SIDEWALK WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES PLANTER �5' WIDTH VARIES EXISTING SIDEWALK WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE ® MATERIALS DESCRIPTION 1 18" CEMENT CONIC TRAFFIC CURB & GUTTER (WSDOT STD PLAN F- 10.12 -02) 2 2" CSBC 3 10" CEMENT CONC PAVEMENT 4 2" HMA CL Y2" PG 64 -22 FOR OVERLAY 5 4" CEMENT CONCRETE SIDEWALK (WSDOT STD PLAN F- 30.10 -01) OR 6" CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 (CDR STD PLAN F004.1, F004.4, F009) 6 COMPACTED SUBGRADE 7 EXISTING CEMENT CONC PAVEMENT, THICKNESS VARIES 8 2" BARK MULCH, SEE LANDSCAPE PLANS 9 12" TOPSOIL TYPE A, SEE LANDSCAPE PLANS 10 EXISTING ASPHALT CONIC PAVEMENT, THICKNESS VARIES 11 0.7' HMA CL X" PG 64 -22 PLACE IN 3 LIFTS 12 6" CSBC 13 MONOLITHIC CURB, SEE ROADWAY DETAILS SHEET 7 14 PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB WSDOT STD PLAN F- 10.64 -02 15 4" CSBC 16 HMA CL X2" PG 64 -22 FOR PRELEVEL, DEPTH VARIES FROM 1 " -3" 17 24" TOPSOIL TYPE A SEE LANDSCAPE PLANS TO STA 44 +57, LOOKING iii- 753901AveN 2502JefersonAve Seattle, WA 98109 Tacoma, WA 98402 (206) 286 -1640 (253) 627 -0720 www.kpg.com CONSTRUCTION �5' "4' -11' 24' , 24' EXISTING SIDEWALK EXISTING PLANTER WHERE SIDEWALK PULLOUT WHERE SHOWN IN PLANS SURVEYED: KPG J. PSG THRU LANE RIGHT TURN LANE 9�pAl �1 04 wASy� 'PG DRAWN BY: HJT tip DESIGN BY: HJT z IN PLAN CHECK BY: NJD P 5506, k 14 STA l��,yr o PROJ MGR: NJD , Nat tiNG 44 +57 7 GARDEN AVE 0,1' FILE: 08046TYP01.dwg iii- 753901AveN 2502JefersonAve Seattle, WA 98109 Tacoma, WA 98402 (206) 286 -1640 (253) 627 -0720 www.kpg.com CONSTRUCTION �5' "4' -11' 24' , 24' EXISTING SIDEWALK EXISTING PLANTER WHERE SIDEWALK PULLOUT WHERE SHOWN IN PLANS 12' 12' 12' 12' THRU LANE THRU LANE RIGHT TURN LANE RIGHT TURN LANE SHOWN 5.3' -5.5' VARIEi IN PLAN 14 STA 44 +27.33 TO ` EXISTING CURB & GUTTER EXISTING CONCRETE PAVEMENT '5' �4' EXISTING EXISTING SIDEWALK PLANTER WHERE SHOWN VARY IN PLAN EXISTING CURB & GUTTER VARIES, 7' -10' -11' PULLOUT WHERE SHOWN IN PLANS EXISTING CONCRETE PAVEMENT 24' EXISTING 12' SIDEWALK THRU LANE VARIES �T EXISTING CURB & GUTTER RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS CONSTRUCTION i 24' 24' 12' 12' 12' 12' 1 LANE THRU LANE RIGHT TURN LANE RIGHT TURN LANE 5.3' -5.5' _ . . _ 14 STA 44+57 TO STA 46 +75.25 7 3 GARDEN AVE N TYPICAL SECTION D APPROX STA 44 +57 TO STA 48 +03, LOOKING NORTHWEST 1 NTS NOTE: FOR DRIVEWAY FROM STA 44 +52.17 TO STA 44 +96.26, AND FOR SIDEWALK FROM STA 44 +91 TO STA 45 +41, SEE ROADWAY PLAN, SHEET 15. FOR DRIVEWAY DETAILS, SEE MATERIAL CODE TABLE, THIS SHEET, AND DETAIL SHEET 7. CONSTRUCTION 12' 12' THRU LANE I RIGHT TURN LANE 24' 12' RIGHT TURN LANE -6' -8' GARDEN AVE N TYPICAL SECTION E APPROX STA 48 +03 TO STA 48 +63, LOOKING NORTHWEST NTS WIDENING AREA VARIES. MATCH EXISTING ROADWAY R 361457 CROSS SLOPE � 43 CITY OF RENTON R rLL Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: VARIES ru rv¢rt �SEMSTIANLG ' WIDTH VARIES WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES 1' PLANTER 1' "5' F EXISTING SIDEWALK WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES VARIES, 5' -9' 1' PLANTER 1' 1' J `.5% SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS TYPICAL ROADWAY SECTIONS A-►3 ' �- �ror�� 3:1 MAX TO MATCH EXISTING EXCEPT WHERE INDICATED ON PLANS. CALL 3 WORKING DAYS BEFORE YOU DIG: 811 DRAWING NO. 4 PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEETNO. 4 OF 53 I 0 c > >; u G a= az 1 n �5 0 0 1 n wao 01 m 3 0 M� < 3 z 14 STA 44 +27.33 TO ` STA 44 +57 7 GARDEN AVE N TYPICAL SECTION C APPROX STA 43 +70 TO STA 44 +57, LOOKING NORTHWEST NTS NOTE: FOR SIDEWALK FROM STA 44 +37.62 TO STA 44 +57, SEE ROADWAY PLAN, SHEET 15. CONSTRUCTION i 24' 24' 12' 12' 12' 12' 1 LANE THRU LANE RIGHT TURN LANE RIGHT TURN LANE 5.3' -5.5' _ . . _ 14 STA 44+57 TO STA 46 +75.25 7 3 GARDEN AVE N TYPICAL SECTION D APPROX STA 44 +57 TO STA 48 +03, LOOKING NORTHWEST 1 NTS NOTE: FOR DRIVEWAY FROM STA 44 +52.17 TO STA 44 +96.26, AND FOR SIDEWALK FROM STA 44 +91 TO STA 45 +41, SEE ROADWAY PLAN, SHEET 15. FOR DRIVEWAY DETAILS, SEE MATERIAL CODE TABLE, THIS SHEET, AND DETAIL SHEET 7. CONSTRUCTION 12' 12' THRU LANE I RIGHT TURN LANE 24' 12' RIGHT TURN LANE -6' -8' GARDEN AVE N TYPICAL SECTION E APPROX STA 48 +03 TO STA 48 +63, LOOKING NORTHWEST NTS WIDENING AREA VARIES. MATCH EXISTING ROADWAY R 361457 CROSS SLOPE � 43 CITY OF RENTON R rLL Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: VARIES ru rv¢rt �SEMSTIANLG ' WIDTH VARIES WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES 1' PLANTER 1' "5' F EXISTING SIDEWALK WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES VARIES, 5' -9' 1' PLANTER 1' 1' J `.5% SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS TYPICAL ROADWAY SECTIONS A-►3 ' �- �ror�� 3:1 MAX TO MATCH EXISTING EXCEPT WHERE INDICATED ON PLANS. CALL 3 WORKING DAYS BEFORE YOU DIG: 811 DRAWING NO. 4 PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEETNO. 4 OF 53 I 0 c > >; u G a= az 1 n �5 0 0 1 n wao 01 m 3 0 M� < 3 z STA 50 +77.5 MATCH EXIST R2 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 50 +47.05 TOP OF CURB 33.95' LT 39.84' LT ELEVATIONS: A = 11016'53" BEGIN 29.67' R = 22.00' Y4A 29.54' L = 42.35' Y2A 29.41'' T = 31.58' 3/4A 29.28' PT- 50 +67.59 END 28.89' L = 69.54' LT 1/2A 33.10' L = *RAMP LOCATION R1 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 15 +87.09 TOP OF CURB PC - 33.95' LT ELEVATIONS: PC - A = 62'00'32" BEGIN 29.34'* R = 50.00' Y4A 29.91' L = 54.11' Y2A 29.98' T = 30.05' 3/4A 30.04' PT- 49 +94.52 39.67' LT END 30.11' 0 LO M + H- w w a („ QO N 0 0 a Cq Cq V) o w v + z J Q x � U � EXIST R/W- P 4 F A I � � o w I 1 14 ' c7n STA 50 +54.90, 49.03' LT 6 R2 zn h w W U%WASHi TON BLVD N -28- - - -- W N49 '� +0 I /-IN T SD 1 vN - -� \N sU Pa 4 R3A INTERSECTION CURVE DATA 4 R38 INTERSECTION CURVE DATA HORIZONTAL RADIUS VERTICAL HORIZONTAL VERTICAL PC - 17 +64.48 TOP OF CURB PC - 50 +64.78 TOP OF CURB 2 40.81' LT ELEVATIONS: 48.18' LT 43.03' RT ELEVATIONS: A = 114'26'05" BEGIN 35.86' A = 64'32'01" BEGIN 30.26' R = 30.00' 1/4A 34.52' R = 60.00' 1/4A 28.85' L = 59.92' 1/2A 33.10' L = 67.58' 1/2A 28.41' T = 46.58' 3/4A 31.68' T = 37.88' 3/4A 28.73' PT- 50 +64.78 END 30.26' PT- 51 +79.52 END 29.06' RAMP MIDPOINT 43.03' RT 45.23' LT 29.50' 31.34' RT 28.85' R - 4 36I 9 6 PLAN r 5 10 20 40 60 SIDEWALK LAYOUT POINTS # : DATA STATION OFFSET RADIUS LENGTH ELEVATION 1 1 15 +91.86 47.44' LT 38.00' 41.13' - 2 qMIDPOINT 49 +98.05 48.18' LT - - - 3 30.17' 15+86.16 33.95' LT - - - 4 END 48 +48.48 51.35' LT 50.20' - 28.12' 5 48 +71.84 27.46' RT - - - 6 RAMP MIDPOINT 50 +64.82 48.98' LT - - - 7 RAMP MIDPOINT 50 +93.63 45.23' LT 29.50' - 28.85' 8 RAMP MIDPOINT 49 +91.21 39.77' LT - - - 9 RAMP MIDPOINT 50 +41.76 56.20' RT - - - LOGAN AVE N 4 U 1 2 (I = a 1 1° 6 ©5 PROVIDE LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS PER WSDOT STD PLAN 16 +00 17+ 18+00 19 +00 19 +47.67 A- 60.10 -01, EXCEPT PROVIDE THICKENED EDGE PER DETAIL, SHT 7. N 43'48'09` E N .43'48'09" E © PROVIDE LONGITUDINAL JOINT BETWEEN CEMENT CONCRETE PAVEMENT AND ASPHALT s PAVEMENT PER WSDOT STD PLAN A- 40.10 -02. ° 3 LOGAN AVE N STA 16 +43.84 - x tiGARDEN AVE N STA 49 +47.17 00 o 0 END PROJECT ® PROTECT EXIST CATCH BASIN OR STORM DRAIN MANHOLE. a A o I STA 18 +89.64 ° + MATCH EXIST ELEVATION AT FLOWLINE ©9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER MEANDERING SIDEWALK PLAN AND PROFILE, LO 10 12 ! SHEET 7. U 00 2 N 1 28 21 Q4 31 INSTALL BEAM GUARDRAIL NON- FLARED TERMINAL WITH 25' STRAIGHT SECTION, PER So 17 a R4 P P WSDOT STD PLAN C -4e. GUARDRAIL POSTS SHALL BE INSTALLED DIRECTLY BEHIND CURB. D P STA 17 +56.73, 49'7 LT TO STA 17 +81.73, 48.5'± LT, APPROX. 25 LF. P . "c B P P Q 6P 3© INSTALL UL," DI WATER PIPE FOR IRRIGATION SERVICE CONNECTION. \ O 6 6 / EX JT R W CDs,.% C✓ ID C) �-✓ • ETA 69 1 24.96, 21.30' � T APPROX. 27 - r p ^ ^ ^ ° STA 50 +26.99, 14.45' LT, APPROX. 34 LF. 4 } 10 • 5,• 6 -= " -- INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD PLAN 310.1. REMOVE 35 FOR GRADING AROUND LUMINAIRE, SEE TYPICAL SECTIONS, SHEET 5. CONSTRUCTION NOTES EXISTING 12" TEE AND 6" VALVE AT MAIN LINE AND REPLACE WITH NEW 12 "X6" O 6 2 17,111Q1 MATCH EXISTING. 13 CUT -IN TEE (MJXFL) WITH 6" GATE VALVE (FLXMJ) AND 2 -12" MJ SLEEVES. 36 FOR CURB INSTALLATION AT CATCH BASINS, SEE CITY OF RENTON STD PLAN 101.1. 21 ,� ?/� EXIST 2O INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN 14 MATCH TO NEAREST EXISTING JOINT. Qj 37 PROPOSED ART SCULPTURE TO BE INSTALLED BY OTHERS. COORDINATE INSTALLATION Q ESMT F- 10.12 -02. WITH THE ENGINEER. 2 EXIST R/W 9, 16 ADJUST SEWER MANHOLE PER CITY OF RENTON STD PLAN 400.4 AND REPLACE FRAME 16 9" ® CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 4 & 5. AND COVER PER CITY OF RENTON STD PLAN 401. 38 INSTALL MODIFIED CEMENT CONCRETE TRAFFIC CURB AND GUTTER TYPE A PER DETAILS, 8 S ' ?q �• SHEET 7, FROM STA 17+74.48, 40.77 LT TO STA 50 +64.78, 43.04' RT, APPROX. 70 LF. u, Pq 05 INSTALL MONOLITHIC CURB WITH CURB JOINTS ON TOP OF NEW CEMENT CONCRETE 17 ADJUST WATER VALVE AND REPLACE VALVE BOX AND LID PER CITY OF RENTON STD 26 x'01 7 PAVEMENT PER ROADWAY DETAILS, SHEET 7. SEE SPECIAL PROVISIONS. PLAN 330.1. 39 INSTALL CURB TRANSITION FROM 6" CURB HEIGHT TO 0' CURB HEIGHT TO MATCH EXISTIN 24 98 ROADWAY ELEVATION FROM STA 18 +89.62, 40.19' LT TO STA 18 +95.62, 40.02' LT, '9T :/� ? • © INSTALL PARALLEL CURB RAMP WITH 5' MINIMUM LANDING WIDTH, PER WSDOT STD 18 ADJUST MONUMENT AND REPLACE CASE AND COVER PER WSDOT STD PLAN 4 APPROX. 6 LF. M cy �,N ¢ 20 29 PLAN F- 40.12 -01. A- 10.30 -00. F slq 25 7 40 INSTALL ASPHALT TRANSITION PER DETAIL, SHEET 6. R4 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 48 +45.89 TOP OF CURB 1 24.00' RT 4 A = 62'00'04' BEGIN 29.45' R = 99.00' Y4A 29.15'' L = 107.13' Y2A 30.17' T = 59.49' Y4A 31.56' PT- 17 +04.73 END 33.17' A LOGAN AVE N 4 U 1 2 (I = a 1 1° 6 ©5 PROVIDE LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS PER WSDOT STD PLAN 16 +00 17+ 18+00 19 +00 19 +47.67 A- 60.10 -01, EXCEPT PROVIDE THICKENED EDGE PER DETAIL, SHT 7. N 43'48'09` E N .43'48'09" E © PROVIDE LONGITUDINAL JOINT BETWEEN CEMENT CONCRETE PAVEMENT AND ASPHALT s PAVEMENT PER WSDOT STD PLAN A- 40.10 -02. ° 3 LOGAN AVE N STA 16 +43.84 - x tiGARDEN AVE N STA 49 +47.17 00 o 0 END PROJECT ® PROTECT EXIST CATCH BASIN OR STORM DRAIN MANHOLE. a A o I STA 18 +89.64 ° + MATCH EXIST ELEVATION AT FLOWLINE ©9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER MEANDERING SIDEWALK PLAN AND PROFILE, LO 10 12 ! SHEET 7. U 00 2 N 1 28 21 Q4 31 INSTALL BEAM GUARDRAIL NON- FLARED TERMINAL WITH 25' STRAIGHT SECTION, PER So 17 a R4 P P WSDOT STD PLAN C -4e. GUARDRAIL POSTS SHALL BE INSTALLED DIRECTLY BEHIND CURB. D P STA 17 +56.73, 49'7 LT TO STA 17 +81.73, 48.5'± LT, APPROX. 25 LF. P . "c B P P Q 6P 3© INSTALL UL," DI WATER PIPE FOR IRRIGATION SERVICE CONNECTION. \ O 6 6 / EX JT R W CDs,.% C✓ ID C) �-✓ • ETA 69 1 24.96, 21.30' � T APPROX. 27 - r p ^ ^ ^ ° STA 50 +26.99, 14.45' LT, APPROX. 34 LF. 4 } 10 • 5,• 6 -= " -- INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD PLAN 310.1. REMOVE 35 FOR GRADING AROUND LUMINAIRE, SEE TYPICAL SECTIONS, SHEET 5. CONSTRUCTION NOTES EXISTING 12" TEE AND 6" VALVE AT MAIN LINE AND REPLACE WITH NEW 12 "X6" O 6 2 17,111Q1 MATCH EXISTING. 13 CUT -IN TEE (MJXFL) WITH 6" GATE VALVE (FLXMJ) AND 2 -12" MJ SLEEVES. 36 FOR CURB INSTALLATION AT CATCH BASINS, SEE CITY OF RENTON STD PLAN 101.1. 21 ,� ?/� EXIST 2O INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN 14 MATCH TO NEAREST EXISTING JOINT. Qj 37 PROPOSED ART SCULPTURE TO BE INSTALLED BY OTHERS. COORDINATE INSTALLATION Q ESMT F- 10.12 -02. WITH THE ENGINEER. 2 EXIST R/W 9, 16 ADJUST SEWER MANHOLE PER CITY OF RENTON STD PLAN 400.4 AND REPLACE FRAME 16 9" ® CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 4 & 5. AND COVER PER CITY OF RENTON STD PLAN 401. 38 INSTALL MODIFIED CEMENT CONCRETE TRAFFIC CURB AND GUTTER TYPE A PER DETAILS, 8 S ' ?q �• SHEET 7, FROM STA 17+74.48, 40.77 LT TO STA 50 +64.78, 43.04' RT, APPROX. 70 LF. u, Pq 05 INSTALL MONOLITHIC CURB WITH CURB JOINTS ON TOP OF NEW CEMENT CONCRETE 17 ADJUST WATER VALVE AND REPLACE VALVE BOX AND LID PER CITY OF RENTON STD 26 x'01 7 PAVEMENT PER ROADWAY DETAILS, SHEET 7. SEE SPECIAL PROVISIONS. PLAN 330.1. 39 INSTALL CURB TRANSITION FROM 6" CURB HEIGHT TO 0' CURB HEIGHT TO MATCH EXISTIN 24 98 ROADWAY ELEVATION FROM STA 18 +89.62, 40.19' LT TO STA 18 +95.62, 40.02' LT, '9T :/� ? • © INSTALL PARALLEL CURB RAMP WITH 5' MINIMUM LANDING WIDTH, PER WSDOT STD 18 ADJUST MONUMENT AND REPLACE CASE AND COVER PER WSDOT STD PLAN 4 APPROX. 6 LF. M cy �,N ¢ 20 29 PLAN F- 40.12 -01. A- 10.30 -00. F slq 25 7 40 INSTALL ASPHALT TRANSITION PER DETAIL, SHEET 6. R4 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 48 +45.89 TOP OF CURB 1 24.00' RT ELEVATIONS: A = 62'00'04' BEGIN 29.45' R = 99.00' Y4A 29.15'' L = 107.13' Y2A 30.17' T = 59.49' Y4A 31.56' PT- 17 +04.73 END 33.17' 48.38' RT *RAMP LOCATION ¢8 Q7 REPLACE METAL HANDRAIL WITH LIKE KIND, AS APPROVED BY THE ENGINEER. 19 GAS VALVE TO BE ADJUSTED BY OTHERS. '`Op 9' • STA 48 +20.33, 34.63' RT TO STA 48 +41.87, 26.00' RT, 24.00 LF. 41 INSTALL PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F- 40.15 -01. FOR SF/F�T AP STA 48 +03.49, • STA 48 +20.34, 40.34' RT TO STA 48 +62.78, 35.52' RT, 44.00 LF, CONSTRUCT CEMENT CONCRETE PAVEMENT WIDENING PER TYPICAL ROADWAY SECTIONS, ADDITIONAL DETAILS, SEE SHEET 6. 7S 5 1 24.00' RTQ SHEET 4 AND PROVIDE SAWED TRANSVERSE JOINTS PER WSDOT STD PLAN ® GRIND BUTT JOINT PER DETAIL, SHEET 6. A- 40.10 -02. ® INSTALL THICKENED EDGE SIDEWALK WITH EXTRUDED CURB FROM APPROX STA 50 +05, 21 EDGE GRIND PER DETAILS, SHEET 6. 48'± LT TO STA 50 +15, 48'1 LT. EXACT LOCATION AND LIMITS TO BE SET IN THE FIELD 10 CONSTRUCT PEDESTRIAN ISLAND PER PEDESTRIAN ISLAND SECTION AND DETAILS, 0 BY THE ENGINEER. FOR DETAILS, SEE SHEET 7. NOTES: SHEET 6. CALL 3 WORKING DAYS FOR GENERAL CONSTRUCTION © CITY TO INSTALL IRRIGATION METER PER RENTON STD PLAN 320.1 AND CONNECT TO 43 INSTALL METAL HANDRAIL, MATCH EXISTING RAILING ON GARDEN AVENUE, AS APPROVED BEFORE YOU DIG: NOTES, SEE SHEET 17. Q4 � 6 IRRIGATION SERVICE LINE. FOR IRRIGATION POINT OF CONNECTION EQUIPMENT, SEE BY THE ENGINEER. FOR UTILITY AS- BUILTS, CURB E T EE,E .E, . PER .EE , , .,, E�ET ., �T.,, T IRRIGATION PLANS, SHEETS 39 - 42. STA 50 +51.48, 57.47' RT TO STA 17 +56.86, 49.40' LT, 24.00 LF. 811 STAKING AND RAISED IRON DATA, 12 ADJUST CATCH BASIN OR STORM DRAIN MANHOLE TO GRADE PER CITY OF RENTON STA 50 +23.85, 48.27' LT, SEE SHEET 14. STD PLAN 400.4 AND REPLACE FRAME AND COVER PER CITY OF RENTON STD •• 1 - 1" METER AND 1 - METER BOX Q44 NEW CB TYPE 1 W /RECTANGULAR VANED GRATE, STA 17 +60.78, 40.21' LT, RIM ELEV = PLANS 204.00, 204.10, 204.20 AND 204.50. CONTRACTOR SHALL PROVIDE ALL EXCAVATION AND STREET RESTORATION. 35.05', EXIST IE = 31.2±. CONNECT TO EXISTING 12'0 PIPE. HJT NJD 03 08 12 SURVEYED: KPG 1. B NJD 07 12 12 l9�cA1 ns SpRG DRAWN BY: HJT �� 40 DRAWING NO. 16 TO SHEET 17 - CO HJT NJD O6 26 12 °` RECORD CITY OF RENTON SOUTH LAKE WASHINGTON ND 2 ADA RA11 NE CORNER CURB GUTTER CO HJT NJD 07 12 12 _ c `u PROJECT NO. 11156 ° DESIGN BY: HJT 75391hAveN 2502JeKersonAve Public Works Department ROADWAY IMPROVEMENTS ilpN - FD 1 DRAWINGS FED AID NO. CHECK BY: NJD Seallle,WA98109 Tamm,WA98402 • 1v[n v.o Al Iv[ wRrvLR - VV P 5506 0� ;k PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION ROADWAY PLAN saev (206)286 -1640 (253)627 -0720 DATE: FEB 2012 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 NA tiN�.? �o PROJ MGR: NJD x)286 BASED ON CONSTRUCTION RECORDS BY. DATE* 15 +00 TO STA 19 +47.67 SHEET NO. 16 of 53 NUMBER REVISION DESCRIPTION BY APP. DATE OA FILE: 08046PLN01.dwg t w 0 c =y a m >z 1 � -- 0 - 0 1 o Imo► < n z 4% q r \ ` SO W P\ SD C 0 F� "4 it CD 0 STA 10+06, INTERSECTION OF LOGAN AVE N & PARK AVE N PROJECT COORDINATES: N 185266.2937, E 1301912.0340, 0.12' NORTHEAST OF COMPUTED INTERSECTION POINT S7 P � / \ cv0 'Z y Q GENERAL CONSTRUCTION NOTES 1. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND RESTORE ROADWAY PER TYPICAL ROADWAY SECTIONS, SHEETS 4 - 5. 2. FOR ROADWAY PROFILE SEE SHEETS 18 - 20. 3. FOR SITE PREPARATION & TESC PLAN AND DETAILS, SEE SHEETS 9 -13. 4. FOR REMOVAL LIMITS, SEE SITE PREPARATION & TESC PLAN, SHEETS 9 -13. 5. FOR CHANNELIZATION & SIGNING PLAN, SEE SHEETS 33 - 36. 6. FOR ILLUMINATION PLAN AND DETAILS, SEE SHEETS 21 - 26. 7. FOR SIGNAL PLAN AND DETAILS, SEE SHEETS 27 - 30. 8. FOR IRRIGATION PLAN AND DETAILS, SEE SHEETS 37 - 42. 9. FOR LANDSCAPE PLAN AND DETAILS, SEE SHEETS 43 - 47. 10. POWER POLES AND VAULTS TO BE RELOCATED BY OTHERS. 11. GAS VALVE BOXES TO BE RELOCATED AND /OR ADJUSTED TO GRADE BY OTHERS. 12. FOR UTILITY AS- GUILTS, CURB STAKING AND RAISED IRON DATA, SEE SHEET 14. SIDEWALK AND CURB LAYOUT POINTS :• #,: DESCRIPTION STATION OFFSET RADIUS LENGTH 1 PC 12 +70.29 43.99' LT 45.00' 12.62' 2 PT 12 +83.42 43.25' LT - - 3 AP 13 +76.24 47.48' LT - - 4 PC 12 +73.02 32.66' LT 100.00' 2/.43' 5 PT 13 +01.58 30.88' LT - - 6 1 AP 13 +76.51 1 33.98' LT I - - 0. w Q SD W Q WATER GENERAL NOTES Q 361470 1. FOR WATER PLAN GENERAL NOTES, CONTRACTOR SHALL REFER TO CITY OF RENTON STD PLAN 300.0. 2. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 3. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S « RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFIWNG ALL a CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. - 4. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, -- SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. - EXIST R /W�.. _ - - - -- �'�... T TV 1 25 � 24 -. 3 BEGIN PROJECT STA 13 +34.96 SD SD - W ❑ W SD / P J SD P CONSTRUCTION NOTES Q1 MATCH EXISTING. 2Q INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F- 10.12 -02. ® CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL ROADWAY SECTIONS, SHEET 4 & 5. Q5 INSTALL MONOLITHIC CURB WITH CURB JOINTS ON TOP OF NEW CEMENT CONCRETE PAVEMENT PER ROADWAY DETAILS, SHEET 7. SEE SPECIAL PROVISIONS. ® GRIND BUTT JOINT PER DETAIL, SHEET 6. 12 ADJUST CATCH BASIN OR STORM DRAIN MANHOLE TO GRADE PER CITY OF RENTON STD PLAN 400.4 AND REPLACE FRAME AND COVER PER CITY OF RENTON STD PLANS 204.00, 204.10, 204.20 AND 204.50. 18 ADJUST MONUMENT AND REPLACE CASE AND COVER PER WSDOT STD PLAN A- 10.30 -00. ©0 CONSTRUCT CEMENT CONCRETE PAVEMENT WIDENING PER TYPICAL ROADWAY SECTIONS, SHEET 4 AND PROVIDE SAWED TRANSVERSE JOINTS PER WSDOT STD PLAN A- 40.10 -02. 21 EDGE GRIND PER DETAILS, SHEET 6. ® TRANSITION FROM MONOLITHIC CURB TO CEMENT CONCRETE TRAFFIC CURB AND GUTTER OVER A 5' DISTANCE WITHIN THE TRAFFIC CURB AND GUTTER SIDE OF TRANSITION. ©5 PROVIDE LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS PER WSDOT STD PLAN A- 60.10 -01, EXCEPT PROVIDE THICKENED EDGE PER DETAIL, SHEET 7. © PROVIDE LONGITUDINAL JOINT BETWEEN CEMENT CONCRETE PAVEMENT AND ASPHALT PAVEMENT PER WSDOT STD PLAN A- 40.10 -02. ® PROTECT EXIST CATCH BASIN OR STORM DRAIN MANHOLE. 33 CONSTRUCT BUS SHELTER FOOTING 'B21' PER KING COUNTY (KC) METRO DESIGN STANDARD, D103, WITH WING WALL CURB WRAP PER KC METRO STANDARD D105. PROVIDE SOLAR GROUNDING LOOP FOR THE FOOTING PER KC METRO STANDARD D111. SEE DETAILS IN APPENDIX A OF SPECIAL PROVISIONS. FRONT CENTER OF SHELTER: STA 14 +86.24, 47.46' LT. SHELTER FOOTING FRAME -UP AND GROUNDING MUST BE INSPECTED PRIOR TO CONCRETE POUR. CONTACT PAUL MILLER (206- 684 -2224) OR RON SMITH (206- 684 -2895) MINUMUM OF 2 WORKING DAYS BEFORE SCHEDULED CONCRETE POUR. 34 CONSTRUCT BUS LANDING PAD PER DETAILS, SHEET 7. MATCH WIDTH OF ADJACENT BUS SHELTER FOOTING. DRAINAGE NOTES O SEE PROFILE SHEETS 18 -20 FOR DRAINAGE NOTES NOT IDENTIFIED BELOW. 6 22 1 SURVEYED KPG / LOGAN AVE SIDEWALK TAPER - FD #2 =y a 08 21 12 19ti�A ^s soy a I, " _ z DRAWN BY: HJT DESIGN BY: HJT 753MAveN 2502JeflersonAve RECORD DRAWINGS REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 o Fes+ 3 v; CHECK BY: NJD Sutbe,WA98109 Tacome,WA98402 P R sso64q �� k •.rc MGR: (206)286-1640 (253) 627 0720 PREPARED KPG JULY � p � Nat 0^ PROJ NJD FILE: 08046PLN01.dwg tmw. .am NS BASED ON CONSTRUCTION RECORDS COO NUMBER REVISION DESCRIPTION BY APP. DATE E ITZ P-- .--------- -EXIST R/W - - - =STA7.28, PROJECT COORDINATES: N 185507.1347, E 1302212.6804, 0.03' PLAN ® NORTHWEST OF COMPUTED INTERSECTION POINT 0 5 10 20 40 60 STA 12 +661 -EXIST R/W TV 1 02-01 ANGLE POINT STA 12 +95, TAPER TO EXIST STA 12 +661 ` ' �'- CITY OF FENTON 1 Public Works Department APPROVED FOR CONSTRUCTION BY DATE: 4~tD 5 y5 25 13 +00 T; w w 2 CD CD LO V1 w z J 2 H Q / STA 12 +661 STA 13 +50 _ _ _ BEGIN TAPER TO BACK OF VAULT 24 . 3. STA 13+25 STA 12 +95 TO 13 +25 it LOGAN AVE SIDEWALK TAPER LOGAN AVE, STA 12 +66 TO STA 13 +50, LT CALL 3 WORKING DAYS BEFORE YOU DIG: 811 SOUTH LAKE WASHINGTON DRAWING NO. 17 ROADWAY IMPROVEMENTS PROJECT NO. 11156 FED AID NO. ROADWAY PLAN DATE: FES 2012 STA 10 +00 TO STA 15 +00 SHEET NO. 17 OF 53 1 D C =y a � u F az J O o Fes+ 3 v; GARDEN AVE N PROFILE HOR: 1 " =20' VER: 1 " =10' GARDEN AVE N PROFILE HOR: 1 " =20' VER: 1 " =10' DRAINAGE NOTES 1. CATCH BASIN & MANHOLE STATIONS AND OFFSETS ARE TO CENTER OF LID (ROUND MANHOLE COVER OR RECTANGULAR VANED GRATE). 2. RIM ELEVATIONS ARE FOR REFERENCE. RIM ELEVATIONS LISTED ARE FINISHED GRADE AT CENTER OF LID. MATCH FINISHED GRADES AND FLOW LINE ELEVATIONS UNLESS OTHERWISE NOTED. 2. WHEN THE VERTICAL CLEARANCE BETWEEN UTILITIES IS LESS THAN 6" (MIN), PROVIDE AN OD X OD X 2.5" ETHAFOAM PAD BETWEEN UTILITIES, WHERE OD IS THE OUTSIDE DIAMETER OF THE LARGER PIPE. 3. SEE CITY OF RENTON STD PLANS FOR DRAINAGE DETAILS. 4. TOP OF CURB ELEVATIONS NOT ADJUSTED FOR CURB CUTS, ADA RAMPS, OR DRIVEWAYS. 5. LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING BEFORE EXCAVATION. 6. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS INSTALLED AND OPERATIONAL. 8. CATCH BASINS ALONG CURB FLOW LINE SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. R=361471 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 . 12. i�:g,0 l 1 N 0 vnnnv� vnvuN ffl — unnuvnv� n�vnorviv — vv 01 vvv rvav vv cvic "�\P WAI ` "��, ti _ 0�, k °��sT80sA �� y� �,S'ONgL �NC�? \'Yp\ 0�1 SURVEYED: KPG DRAWN BY: ODB DESIGN BY: ODB CHECK BY: PJG PROJ MGR: PJG FILE: 08046PRF01.dwg Kp� 75391h Ave N 2502JehrsooAve Seattle.098109 Tawna, WA 98402 (206)288.1840 (253) 627 -0720 KwwCom _> z n s3 '� CITY OF RF-NTON .0 Public Works Department APPROVED FOR CONSTRUCTION BY DATE: SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS ROADWAY PROFILE STA 4OtOO TO STA 4HtOO DRAWING NO. 18 PROJECT NO. 11156 FED AID NO. DATE: FES 2012 SHEET NO. 18 OF 53 z GARDEN AVE CURB TAPER REVISION - FD HJT NJD 07 27 12 RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS a RFl 20 -STORM REVISIONS CONNECTIONS TO EXIST 54 MAIN - CO 14 &S HJT NJD 02 13 12 4 CHANGE LATERAL ACROSS GARDEN - CO 1 02 20 1 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 NUMBER REVISION DESCRIPTION BY APP. DATE . 12. i�:g,0 l 1 N 0 c -j aN d _> z n 1 0 0 1 o_ � 3 V o Fes► n �F�► 3 n z l0' VC PLANS 203.00.& 204.30 1 STA 51 +26.54, 40.61' RT �L (DR n + STA .48 ±95.46, 36.34' RT 25 EXISTING CB ____ 30:18__ ___ __ ___ R2___ .... _ .11..11 STA 50+61.21; 53.28' RT 30.75 _ 30.02 _ _ L L L . + N + Lij ._ . M 00 00 FLOWLINE 50 +00 II II > LOGAN +N _ ...� W ... .. N. o+° o N PA a.. 28.9+ 30.3+ _. �N... CL a �.... a d 19'19 28.11 40 II II n PROJ MGR: PJG + o M —II APPROVED FOR CONSTRUCTION - 0:31% ..... DATE: FEB 2012 l0' VC PLANS 203.00.& 204.30 1 STA 51 +26.54, 40.61' RT �L (DR n + M pO, 25 EXISTING CB ____ 30:18__ ___ __ ___ R2___ .... _ .11..11 STA 50+61.21; 53.28' RT 30.75 _ 30.02 _ _ L L L . + N + Lij ._ . LOGAN AVE .N....... - _ .... SED GROUND "' — JSTRUCTION � a _7.00"1 EXISTING GROUND AT CONSTRUCTION 4 LF .... BEGIN OVERLAY U3 4 °0 PVC 20 .. STA 48 +03,23 N 21 : LE �. 8 "0 DI. S = 0.50% ... EXISTING CB - CONNECT .TO..... EXISTING CB 20 10 LF, -8 "0 DI 1 .. S = OM10 N .. 1� EXISTING CB- - - N 16 33 LF, 8"4 DI, S = 0.50% 0' . ' " 30:6 _ .. _ . 29:6 _ _ 29.1 _ EXISTING CB . _ ........ 29:2 25 EXISTING CB ____ 30:18__ ___ __ ___ R2___ o c°Di co ^ STA 50+61.21; 53.28' RT 30.75 _ 30.02 _ _ L L L . + N + N ._ . LOGAN AVE .N....... - _ .... R3A... LO FLOWLINE 50 +00 II II > w =29.75 _ ...� W ... .. N. J a 28.9+ 30.3+ CL a �.... a d 19'19 28.11 CL - CONNECT .TO..... EXISTING CB 20 10 LF, -8 "0 DI 1 .. S = OM10 N .. 1� EXISTING CB- - - N 16 33 LF, 8"4 DI, S = 0.50% 0' . ' " 30:6 _ .. _ . 29:6 _ _ 29.1 _ EXISTING CB . _ ........ 29:2 25 AVE N ___ ____ 30:18__ ___ __ ___ R2___ .._.. _ _ _ __ _... _.... ^ 28 . _ . 30.75 _ 30.02 _ _ L L L 29:56 A.L45 .... 29.81 AVE N LOGAN AVE .N....... - _ .... R3A... R3B.... ..... ..... _...... 29.430 ....... 50 +00 II _._._. -- 51 +00 ..._. _. 52 +00 GARDEN AVE N / LAKE WASHINGTON BLVD N PROFILE HOR: 1 " =20' VER: 1 " =10 60 . _ .... "i It It 60 .. ..... ..... .. - n ^ -:: 'J_ a� CITY OF RENTON .0 Public Works Department SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS ROADWAY PROFILE DRAWING NO. 19 PROJECT NO. 11156 FED AID NO. .. ... .. :. + N dn°1... r7 ... ..... ....� ll... .................... .... ..... ....... 40 .. II I > W 40 J d CL °T k:a sr80�O "wa \'v�` PROJ MGR: PJG I................... ... 0.48% PREPARED BY KPG, A1LY 2014 0.68% .. APPROVED FOR CONSTRUCTION - 0:31% ..... DATE: FEB 2012 ...... . ...... �S /oNac e�� \y0 0�1 OVERLAY. ENDS www.kpg.com BASED ON CDNSTRUC710N RECORDS BY. DATE. STA 48 +00 TO STA 55 +00 SHEET NO. 19 OF 53 . STA, 53 ±64.11.... REVISION DESCRIPTION 20 APP. DATE 20 1.6 29.9..... !.....P 30..1. _ . _ . _ ....... ..._... 30.5 -_ 31.0 31 -TOC LT ELEV 29.81 P =CL ELEV 30.05 _ _ .. 30.34 30.68 . _ . .. _ . p 29.43 P -TOC RT ELEV 52 +00 53 +00 54 +00 55 +00 LAKE WASHINGTON BLVD N PROFILE HOR: 1"=20' VER: 1 " =10' DRAINAGE NOTES 1. CATCH BASIN & MANHOLE STATIONS AND OFFSETS ARE TO CENTER OF LID (ROUND MANHOLE COVER OR RECTANGULAR VANED GRATE). 2. RIM ELEVATIONS ARE FOR REFERENCE. RIM ELEVATIONS LISTED ARE FINISHED GRADE AT CENTER OF LID. MATCH FINISHED GRADES AND FLOW LINE ELEVATIONS UNLESS OTHERWISE NOTED. 2. WHEN THE VERTICAL CLEARANCE BETWEEN UTILITIES IS LESS THAN 6" (MIN), PROVIDE AN OD X OD X 2.5" ETHAFOAM PAD BETWEEN UTILITIES, WHERE OD IS THE OUTSIDE DIAMETER OF THE LARGER PIPE. 3. SEE CITY OF RENTON STD PLANS FOR DRAINAGE DETAILS. 4. TOP OF CURB ELEVATIONS NOT ADJUSTED FOR CURB CUTS, ADA RAMPS, OR DRIVEWAYS. 5. LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING BEFORE EXCAVATION. 6. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS INSTALLED AND OPERATIONAL. 8. CATCH BASINS ALONG CURB FLOW LINE SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. R=361472 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 rz- ?6rY7'l, t D C o no "i It It a A D BUO O�lc �e wesy�92 ti - SURVEYED: KPG DRAWN BY: ODB DESIGN BY: ODB CHECK BV: PJG 9th Sean,, A9 Tawnfferson Seama, WA 96109 Tamma, WA ,Ave 9402 � NGz a� CITY OF RENTON .0 Public Works Department SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS ROADWAY PROFILE DRAWING NO. 19 PROJECT NO. 11156 FED AID NO. REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 RECORD DRAWINGS z °T k:a sr80�O "wa \'v�` PROJ MGR: PJG (2061286-1640 (2531627 -0720 PREPARED BY KPG, A1LY 2014 APPROVED FOR CONSTRUCTION DATE: FEB 2012 �S /oNac e�� \y0 0�1 FILE: 08046PRF01.dwg www.kpg.com BASED ON CDNSTRUC710N RECORDS BY. DATE. STA 48 +00 TO STA 55 +00 SHEET NO. 19 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE rz- ?6rY7'l, t D C >y m � D [QJ i z � NGz Q - a0 ?O 1 W � 3 � I� m 3 46 z DRAINAGE NOTES I REVIJGIJ IV Uvlvr Vnm IV UWnI0Ir%UUIIVN MUVRUJ vJ 1. CATCH BASIN & MANHOLE STATIONS AND OFFSETS ARE TO CENTER OF - Ovlgl p Dn.B�g -y — of R4s38o\ �w� 4SIONAL � 0�\yo\ SURVEYED: KPG DRAWN BY: ODB DESIGN BY: ODB CHECK BY: PJG FILEE:I 8046PRF01 dwg KPGr 7539thAveN 2502 Jefferson Ave Seattle, WA 98109 Tacoma, WA 98402 (206)266-1640 (253)627 -0720 www.kpg.Wm c3 - CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS ROADWAY PROFILE STA 10 +00 TO STA 19 +00 LID (ROUND MANHOLE COVER OR RECTANGULAR VANED GRATE). - -- - - -- - - -- _ -.._ — I .._. - - -------- - - RECORD DRAWINGS PREPARED NSKPG,JULY2014 BASED ON CDNSTRUC110N RECDRDS n STA 14 +60.49, 30.23' RI CB # 9 - CB TYI I j W M 2. RIM ELEVATIONS ARE FOR REFERENCE. RIM ELEVATIONS LISTED ARE W/ RECTANGULAATE 9 i ro+ i < N. s ° = FINISHED GRADE AT CENTER OF LID. MATCH FINISHED GRADES AND ... STA 15 +09.80, 3.._.. I w ... � N n FLOW LINE ELEVATIONS UNLESS OTHERWISE NOTED. _ ..... _... __ __ ._.. ._... W -._ -- - - -- _ -___- �_------- _ ._.___ -- _;II . _ _ _ _ . _ . _._._ 40 . 2. WHEN THE VERTICAL CLEARANCE BETWEEN UTILITIES IS LESS THAN 6" ..... °N° o � FILTERRA 6T _ .. EX14NG GROUND AT CONSTRUCTI BEGIN OVERLAY v~ s (MIN), PROVIDE AN OD X OD X 2.5" ETHAFOAM PAD BETWEEN T +� ...... 11 y .._ ...... r' 10 SEE DETAIL i ... _ _. _., _. - STq 13 +34.96 ) i `-' o UTILITIES, WHERE OD IS THE OUTSIDE DIAMETER OF THE LARGER PIPE. _- .. ..- STA 15 +18.801 33. 6' LT ( ... EXISTING GROUND AT CONSTRUCTION - 3. SEE CITY OF RENTON STD PLANS FOR DRAINAGE DETAILS. W � m N ROPOSED GROUND ( l _ _ _ a �.. �m FLOWLINE AT CONSTRUCTION_ - - -- STA 8+89.64 a 0 ~ 28 0+ a 2$. 5 =28.49 ( _ - - ! j _ 4. TOP OF CURB ELEVATIONS NOT ADJUSTED FOR CURB CUTS, ADA - - -- _ _ 3 RAMPS, OR DRIVEWAYS. - - - - -- - -._- _.._... - ------ i -_- 5. LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. - -. - CONTRACTOR TO VERIFY BY POTHOLING BEFORE EXCAVATION. 80 LF _. 8 "0 DI Irr ! In - -- _. - -- 6. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH - j U1ILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS ..... INSTALLED AND OPERATIONAL. 1.9 2d.2 2`x.4 29.4 29.3 29 0 2 2$.6 28 .8 .. P -TOC LT ELEV 30.42 29.97.. 8. CATCH BASINS ALONG CURB FLOW LINE SHALL HAVE VANED GRATES - _ _ . __ - -__I _., - - -P -EL- ELEV 28:70 O T/1/, DT t-1 C \/ 28.79 ' UNLESS OTHERWISE SPECIFIED. CALL 3 WORKING DAYS BEFORE YOU DIG: 811 REVIJGIJ IV Uvlvr Vnm IV UWnI0Ir%UUIIVN MUVRUJ vJ I-IJI V/ LVI4 Ovlgl p Dn.B�g -y — of R4s38o\ �w� 4SIONAL � 0�\yo\ SURVEYED: KPG DRAWN BY: ODB DESIGN BY: ODB CHECK BY: PJG FILEE:I 8046PRF01 dwg KPGr 7539thAveN 2502 Jefferson Ave Seattle, WA 98109 Tacoma, WA 98402 (206)266-1640 (253)627 -0720 www.kpg.Wm c3 - CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS ROADWAY PROFILE STA 10 +00 TO STA 19 +00 DRAWING NO. 2O PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEET NO. 20 OF 53 EXISTING -CB N o u RECORD DRAWINGS PREPARED NSKPG,JULY2014 BASED ON CDNSTRUC110N RECDRDS n STA 14 +60.49, 30.23' RI CB # 9 - CB TYI I j W > W/ RECTANGULAATE 9 i ro+ i < N. s ° = STA 15 +09.80, 3.._.. I w ... s REVISION DESCRIPTION a n DATE .. 00 o°DO GARDEN A N W 3 �. o ..... °N° o � FILTERRA 6T _ .. i _= 6.32% O T +� ...... 11 y .._ ...... r' 10 SEE DETAIL i ... _ _. _., _. 7.20 _ _ _ 40 `-' o J 0i .. ..- STA 15 +18.801 33. 6' LT ( ... EXISTING GROUND AT CONSTRUCTION - 3 W � m N ROPOSED GROUND ( l _ OVER AY ENDS a �.. �m FLOWLINE AT CONSTRUCTION_ - - -- STA 8+89.64 a 0 ~ 28 0+ a 2$. 5 =28.49 ( _ - - ! j - - -- _ _ 3 0.13% 0.20 %.. - - -- - -._- _.._... - --- _ z - -. - 80 LF _. 8 "0 DI Irr ! In CALL 3 WORKING DAYS BEFORE YOU DIG: 811 REVIJGIJ IV Uvlvr Vnm IV UWnI0Ir%UUIIVN MUVRUJ vJ I-IJI V/ LVI4 Ovlgl p Dn.B�g -y — of R4s38o\ �w� 4SIONAL � 0�\yo\ SURVEYED: KPG DRAWN BY: ODB DESIGN BY: ODB CHECK BY: PJG FILEE:I 8046PRF01 dwg KPGr 7539thAveN 2502 Jefferson Ave Seattle, WA 98109 Tacoma, WA 98402 (206)266-1640 (253)627 -0720 www.kpg.Wm c3 - CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS ROADWAY PROFILE STA 10 +00 TO STA 19 +00 DRAWING NO. 2O PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEET NO. 20 OF 53 RECORD DRAWINGS PREPARED NSKPG,JULY2014 BASED ON CDNSTRUC110N RECDRDS NUMBER REVISION DESCRIPTION BY APP. DATE 4;N *F1 EXISTING NEW DESCRIPTION STATION m TYPE III SIGNAL POLE WITH DECORATIVE 2" LUMINAIRE TYPE ROADWAY LUMINAIRE AND MAST ARM MOUNTING HEIGHT BASE DECORATIVE ROADWAY LUMINAIRE AND Q > =o 3 POLE (TYPE 1) COMMENTS WITH FLEXIBLE FABRIC INNERDUCT; USE EXISTING COILED FIBER OPTIC CABLE. DECORATIVE ROADWAY LUMINAIRE AND 7893N GARDEN POLE (TYPE 11) N, 4 MAST ARM MOUNTED SIGN 28.7' RT SIGNAL BRIDGE WITH COBRAHEAD LED, 4K ROADWAY LUMINAIRES 6' 25' LUMINAIRE ® m SIGNAL CONTROLLER CABINET ® ® ELECTRICAL SERVICE CABINET 26 FBP—Sl BACKUP POWER SUPPLY (BPS) CABINET ® B ID z 0 Ol JUNCTION BOX TYPE 1, 2, 8 - -- - - -- CONDUIT RT A WIRE NOTE 4K O CONSTRUCTION NOTE GENERAL NOTES 1. ALL WORK SHALL BE DONE WITH WSDOT STANDARD PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES AND THESE PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH PSE REPRESENTATIVE SHERI CLARKE AT (425) 456 -2701 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. 6. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 7. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 8. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UN11L THE NEW SYSTEM IS OPERATIONAL THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. w iN 2 H c G w �( SD 0 off 40 +00 OH I Q} L® P 0 13 P P P EXIST R/W D D P SD p p N Ld ff c c G w N w w w w w,3 w w w o r ay!mr e '414-0`0' J r ..... .. 42 +00 °43 +00 44 n `p e I) SD 17 2 P z 9 - -- o ( )VI YK SD s 1 S 1 S 1 � g s 1 w SD SD - . r . cSDe D = a SC SD ------------------- - - - - -- - -- ------------------ - - - - -- GARDEN AVE N EXIST ESMT EXIST R/W PLAN 0 5 10 20 40 60 OLUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "St" - FOR CIRCUIT AND PANEL SCHEDULES SEE SHEET 23) LUMINAIRE # COR POLE ID # CONDUCTORS STATION m OFFSET 2" LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT # Q > =o 3 4" COMMENTS WITH FLEXIBLE FABRIC INNERDUCT; USE EXISTING COILED FIBER OPTIC CABLE. 1 7893N GARDEN AVE N, STA 40 +99 28.7' RT 70W, LED, 4K (LE3F) 240V 6' 25' FIXED 5 LUMINAIRE TYPE I PER DETAIL SHEET 26 2 7895N GARDEN AVE N, STA 41+39 28.7' RT 70W, LED, 4K (LE3F) 240V 6' 25' FIXED 5 LUMINAIRE TYPE I PER DETAIL SHEET 26 3 7897N GARDEN AVE N, STA 41 +89 28.7' RT 70W, LED, �e (LE3F) 240V 6' 25' FIXED e LUMINAIRE TYPE I PER DETAIL SHEET 26 4 7899N ,tee AVE N, STA 42 +35 28.7' RT n `p e I) SD 17 2 P z 9 - -- o ( )VI YK SD s 1 S 1 S 1 � g s 1 w SD SD - . r . cSDe D = a SC SD ------------------- - - - - -- - -- ------------------ - - - - -- GARDEN AVE N EXIST ESMT EXIST R/W PLAN 0 5 10 20 40 60 OLUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "St" - FOR CIRCUIT AND PANEL SCHEDULES SEE SHEET 23) LUMINAIRE # COR POLE ID # CONDUCTORS STATION m OFFSET 2" LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT # Q > =o 3 4" COMMENTS WITH FLEXIBLE FABRIC INNERDUCT; USE EXISTING COILED FIBER OPTIC CABLE. 1 7893N GARDEN AVE N, STA 40 +99 28.7' RT 70W, LED, 4K (LE3F) 240V 6' 25' FIXED 5 LUMINAIRE TYPE I PER DETAIL SHEET 26 2 7895N GARDEN AVE N, STA 41+39 28.7' RT 70W, LED, 4K (LE3F) 240V 6' 25' FIXED 5 LUMINAIRE TYPE I PER DETAIL SHEET 26 3 7897N GARDEN AVE N, STA 41 +89 28.7' RT 70W, LED, 4K (LE3F) 240V 6' 25' FIXED 5 LUMINAIRE TYPE I PER DETAIL SHEET 26 4 7899N GARDEN AVE N, STA 42 +35 28.7' RT 70W, LED, 4K (LE3F) 240V 6' 25' FIXED 5 LUMINAIRE TYPE I PER DETAIL SHEET 26 5 7901N GARDEN AVE N, STA 42 +91 28.7' RT 70W, LED, 4K (LE3F) 240V 6' 25' FIXED 5 LUMINAIRE TYPE I PER DETAIL SHEET 26 6 7903N GARDEN AVE N, STA 43 +41 28.7' RT 70W, LED, 4K (LE3F) 240V 6' 25' FIXED 5 LUMINAIRE TYPE I PER DETAIL SHEET 26 7 7905N GARDEN AVE N, STA 43 +97 28.7' RTj 70W, LED, 4K LE3F 240V 6' 1 25' FIXED 5 LUMINAIRE TYPE I PER DETAIL SHEET 26 GARDEN AVE N - LUMINAIRE REVISION LUMINAIRE STATION OFFSET EXIST. RD. PANEL CURB TOP FOUNDATION NO. SLOPE ELEV. ELEV. ELEV. (TC +2.7ft CONSTRUCTION NOTES O CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAILS, SHEET 26. FURNISH AND INSTALL DECORATIVE ROADWAY LUMINAIRE AND POLE (TYPE I) ARM, ANCHOR BOLT COVER, CONDUIT /WIRING, ALL ASSOCIATED EQUIPMENT AND APPLY DECAL NUMBERING WITH CDR POLE ID # TO LUMINAIRE POLES. FOR ADDITIONAL INSTALLATION DETAILS SEE ILLUMINATION SHEET 26, COR STANDARD DRAWINGS J007, J008, J009, J013 AND SPECIAL PROVISIONS. 0 EXISTING 11MBER POLE MOUNTED LUMINAIRE TO BE REMOVED BY OTHERS. COORDINATE REMOVAL WITH THE POWER COMPANY. ® EXISTING SIGNAL POLE MOUNTED LUMINAIRE TO REMAIN. MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. O INSTALL R3 -8 (MOD) SIGN ON EXISTING SIGNAL MAST ARM AS DIRECTED BY THE ENGINEER. FOR SIGN DETAIL SEE CHANNELIZATION PLAN SHEET 33. 0 17 CONSTRUCT CURB WALL AROUND JUNCTION BOX PER DETAIL, SHEET 22. WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS m 1 2" SPARE 2 2" 2 -#6 (ILL) Q > =o 3 4" 48CT -SMFO (EX INTC) WITH FLEXIBLE FABRIC INNERDUCT; USE EXISTING COILED FIBER OPTIC CABLE. 4 EX 2" 2 - #6 (EX ILL) z 5 4" SPARE; WITH FLEXIBLE FABRIC INNERDUCT NOTES: 1. ALL CONDUITS CONTAINING COPPER CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETACHABLE PULL TAPE. SPARE /EMPTY CONDUIT SHALL BE LABELED "CITY OF RENTON" AND SHALL CONTAIN DETECTABLE PULL TAPE. 2. ALL CONDUIT SHALL BE PVC SCH 40, EXCEPT UNDER ROADWAY USE PVC SCH 80 CONDUIT. R-361474 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 i nuuuIuum W1, JU I U'y VL IG SURVEYED: KPG 1V' CIW AAr" DRRVEYED JC 46 - CITY OF RENTON SOUTH LAKE WASHINGTON DRAWING NO. 21 2 CID 9 - ADD JUNCTION BOX PROTECTION PAD 10 03 12 "o RECORD ,� h� DESIGN BY: JC Public Works Department ROADWAY IMPROVEMENTS PROJECT NO. 11156 75391hAveN 2502JefiersonAve REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 I N S FED AID NO. CHECKev: HJT Seattle, WA 98109 Tam, Poi, a�9r?A�,a �wm 1� (20612861640 (2531627 -0720 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION ILLUMINATION PLAN DATE: FEB 2012 ' M ENC'�? O PROJ MGR: NJD (2D5)�g Wm BASED ON CONSTRUCTION RECORDS STA 40 +00 TO STA 44 +00 NUMBER REVISION DESCRIPTION BY APP. DATE O FILE: 080461LL01.dwg BY DATE: SHEET NO. 21 OF 53 A'6 Qom' (�__7V I ti D c T >y m [_] C) ° = d �5z 0A Q > =o � 3 o Imo► 3 z LEGEND EXISTING NEW rav 90 90 4 DESCRIPTION TYPE III SIGNAL POLE WITH DECORATIVE ROADWAY LUMINAIRE AND MAST ARM DECORATIVE ROADWAY LUMINAIRE AND POLE (TYPE 1) DECORATIVE ROADWAY LUMINAIRE AND POLE (TYPE II) MAST ARM MOUNTED SIGN SIGNAL BRIDGE WITH COBRAHEAD ROADWAY LUMINAIRES LUMINAIRE SIGNAL CONTROLLER CABINET ELECTRICAL SERVICE CABINET BACKUP POWER SUPPLY (BPS) CABINET JUNCTION BOX TYPE 1, 2, 8 CONDUIT WIRE NOTE CONSTRUCTION NOTE GENERAL NOTES 1. ALL WORK SHALL BE DONE WITH WSDOT STANDARD PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES AND THESE PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH PSE REPRESENTATIVE SHERI CLARKE AT (425) 456 -2701 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. 6. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 7. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 8. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. N I— w U-1 x 0 CD a w f +Ti • GARDEN AVE N COR POLE ID # CONDUCTORS ® m M1 CEI LUMINAIRE TYPE LUMINAIRE ARM ®( ■m mO0 CIRCUIT # 0 3 O DESCRIPTION TYPE III SIGNAL POLE WITH DECORATIVE ROADWAY LUMINAIRE AND MAST ARM DECORATIVE ROADWAY LUMINAIRE AND POLE (TYPE 1) DECORATIVE ROADWAY LUMINAIRE AND POLE (TYPE II) MAST ARM MOUNTED SIGN SIGNAL BRIDGE WITH COBRAHEAD ROADWAY LUMINAIRES LUMINAIRE SIGNAL CONTROLLER CABINET ELECTRICAL SERVICE CABINET BACKUP POWER SUPPLY (BPS) CABINET JUNCTION BOX TYPE 1, 2, 8 CONDUIT WIRE NOTE CONSTRUCTION NOTE GENERAL NOTES 1. ALL WORK SHALL BE DONE WITH WSDOT STANDARD PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES AND THESE PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH PSE REPRESENTATIVE SHERI CLARKE AT (425) 456 -2701 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. 6. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 7. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 8. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. N I— w U-1 x 0 CD a w f +Ti • GARDEN AVE N 1 LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "S1" - FOR CIRCUIT AND PANEL SCHEDULES SEE SHEET 23) LUMINAIRE # COR POLE ID # CONDUCTORS EXIST R/W 0 0 OFFSET 21 LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT # s O 3 4- COMMENTS WITH FLEXIBLE FABRIC INNERDUCT; USE EXISTING COILED FIBER OPTIC CABLE. 8 7907N M AVE N, STA 44 +42 28.7' RT N LED, 4K (LE3F) 240V 6' 25' FIXED 5 LUMINAIRE TYPE I (PER DETAIL SHEET 26) F— w w AVE N, STA 45 +06 28.7' w w w w w w w w (LE3F) 240V 6' 25' FIXED 5 LUMINAIRE TYPE = z co �0 45 +00 10 46 +00 47 +00 AVE N, 48 0 28.7' RT 70W, LED, 4K (LE3F) 240V 6' 25' s 3 1 5 1 S 1 S 1 S 1 )�I s s �II�I, 3 s 1 s SHEET 00 11 : � a f a AVE o .. o... 46 +32 28.7' a 70W, SD SD 9 S� D� SD —_ ❑ SD" 10 11 D 12 -C SD 13 25' w z ❑ LUMINAIRE TYPE I (PER 8 SHEET 26) 12 7915N GARDEN AVE N, STA 47 +00 J RT 70W, LED, 4K (LE3F) 240V 6' 25' FIXED MN LUMINAIRE TYPE — DETAIL SHEET 26) 13 IU- winu MM wwwArr 2 2� 17 SD SD 2 17 P 2 17 2 P 2 s 17 2 47 +60 Q 17 - -- -- 0 P - - - -� -- 2 P ...... ....... 2 2 17 ,.. ._. _W...._ ��XIST _ ..... ,....... __________ 2 LE3F 240V 6' 25' ESMT EXIST R/W PLAN 44 LUMINAIRE TYPE 1 LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "S1" - FOR CIRCUIT AND PANEL SCHEDULES SEE SHEET 23) LUMINAIRE # COR POLE ID # CONDUCTORS STATION 0 0 OFFSET 21 LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT # s O 3 4- COMMENTS WITH FLEXIBLE FABRIC INNERDUCT; USE EXISTING COILED FIBER OPTIC CABLE. 8 7907N GARDEN AVE N, STA 44 +42 28.7' RT 70W, LED, 4K (LE3F) 240V 6' 25' FIXED 5 LUMINAIRE TYPE I (PER DETAIL SHEET 26) 9 7909N GARDEN AVE N, STA 45 +06 28.7' RT 70W, LED, 4K (LE3F) 240V 6' 25' FIXED 5 LUMINAIRE TYPE I (PER DETAIL SHEET 26) 10 7911N GARDEN AVE N, STA 45 +69 28.7' RT 70W, LED, 4K (LE3F) 240V 6' 25' FIXED 5 LUMINAIRE TYPE I (PER DETAIL SHEET 26) 11 7913N GARDEN AVE N, STA 46 +32 28.7' RT 70W, LED, 4K (LE3F) 240V 6' 25' FIXED 5 LUMINAIRE TYPE I (PER DETAIL SHEET 26) 12 7915N GARDEN AVE N, STA 47 +00 28.7' RT 70W, LED, 4K (LE3F) 240V 6' 25' FIXED 5 LUMINAIRE TYPE I (PER DETAIL SHEET 26) 13 7917N GARDEN AVE N, STA 47 +60 281 RT 70W, LED, 4K LE3F 240V 6' 25' FIXED 5 LUMINAIRE TYPE I PER DETAIL SHEET 26 CONSTRUCTION NOTES Oj CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAILS, SHEET 26. FURNISH AND INSTALL DECORATIVE ROADWAY LUMINAIRE AND POLE (TYPE 1), ARM, ANCHOR BOLT COVER, CONDUIT /WIRING, ALL ASSOCIATED EQUIPMENT AND APPLY DECAL NUMBERING WITH CDR POLE ID # TO LUMINAIRE POLES. FOR ADDITIONAL INSTALLATION DETAILS SEE ILLUMINATION SHEET 26, CDR STANDARD DRAWINGS J007, J008, J009, J013 AND SPECIAL PROVISIONS. O3 EXISTING TIMBER POLE MOUNTED LUMINAIRE TO BE REMOVED BY OTHERS. COORDINATE REMOVAL WITH THE POWER COMPANY. 20 17 CONSTRUCT CURB WALL AROUND JUNCTION BOX PER DETAIL, SHEET 22. LAKE WASHINGTON BLVD N - LUMINAIRE & PED HEAD REVISIONS (SEE SHEET 23) LUMINAIRE ORIGINAL ORIGINAL REVISED REVISED REASON FOR LOCATION REVISION NO. STATION OFFSET STATION OFFSET WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 0 0 1 21 52 +01 33.0 RT 52 +06 35.0 RT UG UTILITIES (GAS) s O 3 4- 48CT -SMFO (EX INTC) WITH FLEXIBLE FABRIC INNERDUCT; USE EXISTING COILED FIBER OPTIC CABLE. MF1 EX 2" 2 - #6 (EX ILL) Nz 5 4" M 22 1 n I I - 50 +56 1 58.0 RT FINAL LOCATION WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 0 0 1 2" SPARE 2 2" 2 -#6 (ILL) s O 3 4- 48CT -SMFO (EX INTC) WITH FLEXIBLE FABRIC INNERDUCT; USE EXISTING COILED FIBER OPTIC CABLE. 4 EX 2" 2 - #6 (EX ILL) Nz 5 4" M SPARE; WITH FLEXIBLE FABRIC INNERDUCT NOTES: 1. ALL CONDUITS CONTAINING COPPER CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETACHABLE PULL TAPE. SPARE /EMPTY CONDUIT SHALL BE LABELED "CITY OF RENTON" AND SHALL CONTAIN DETECTABLE PULL TAPE. 2. ALL CONDUIT SHALL BE PVC SCH 40, EXCEPT UNDER ROADWAY USE PVC SCH 80 CONDUIT. 0 5 10 20 40 .0 CLASS 3000 CONCRETE 'CURB' WALL �--d' — TYPE 1 JUNC710N 80X I Y IB" 4- `L) TYPE 1 JUNCTION BOX PROTECTION DETAIL V CLASS 3000 CONCRETE 'CURB' WALL WING (BOTH SIDES) TYPE 1 JUNCTION BOX 4- MONOLITHIC CURB I: Ia; r�:: r :Ta��:�ti�z1�:►��1[ /��/ /Ilms�l vy 4 2 TYPE 1 JUNCTION BOX PROTECTION SECTION A -A MONOLITHIC CURB R=361475 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 I HUUCIVUVM I Jl. IUJIULI ILI SURVEYED: KPG DRAWING NO. 22 2 CO -ADD JB PROTECTION PAD 0 03 12 of „ DRAWN BY: JC RECORD CITY OF RENTON SOUTH LAKE WASHINGTON �`"o rIL PROJECT NO. 11156 DESIGN BY: JC 7539th AveN 2502 Jefieraon Ave Public Works Department ROADWAY IMPROVEMENTS REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT o7 2014 DRAWINGS FED AID NO. CHECK BY: HJT Seattle, WA 98109 Tacoma, WA 98402 to ,G S'l ? �"� 1� (206)28 &1840 (253)627 -0720 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION ILLUMINATION PLAN DATE: FEB 2012 4Sr �G,? O PROJ MGR: NJD YleM1S COm BASED ON CONSTRUCTION RECORDS STA 44 +00 TO STA 48 +00 ANAL 6 0� FILE: 080461LLOl.dwg BY: DATE: SHEET NO. 22 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE PK ', i2 - _ts 414? S O ry 18 0 0 D a9 N z Fo m s O W Im m C I; n Nz M M m I� n I I - .' q A I Y IB" 4- `L) TYPE 1 JUNCTION BOX PROTECTION DETAIL V CLASS 3000 CONCRETE 'CURB' WALL WING (BOTH SIDES) TYPE 1 JUNCTION BOX 4- MONOLITHIC CURB I: Ia; r�:: r :Ta��:�ti�z1�:►��1[ /��/ /Ilms�l vy 4 2 TYPE 1 JUNCTION BOX PROTECTION SECTION A -A MONOLITHIC CURB R=361475 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 I HUUCIVUVM I Jl. IUJIULI ILI SURVEYED: KPG DRAWING NO. 22 2 CO -ADD JB PROTECTION PAD 0 03 12 of „ DRAWN BY: JC RECORD CITY OF RENTON SOUTH LAKE WASHINGTON �`"o rIL PROJECT NO. 11156 DESIGN BY: JC 7539th AveN 2502 Jefieraon Ave Public Works Department ROADWAY IMPROVEMENTS REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT o7 2014 DRAWINGS FED AID NO. CHECK BY: HJT Seattle, WA 98109 Tacoma, WA 98402 to ,G S'l ? �"� 1� (206)28 &1840 (253)627 -0720 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION ILLUMINATION PLAN DATE: FEB 2012 4Sr �G,? O PROJ MGR: NJD YleM1S COm BASED ON CONSTRUCTION RECORDS STA 44 +00 TO STA 48 +00 ANAL 6 0� FILE: 080461LLOl.dwg BY: DATE: SHEET NO. 22 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE PK ', i2 - _ts 414? S oc 0 c O ry 18 0 0 D a9 N z Fo m s O W Im m C I; n Nz oc 0 c O ry 18 0 0 D a9 N € a °o Fo D s O W m C z Nz M M m I� n I I - oc 0 c ry 18 � u a i Y n € =o € a °o Fo D s O W o 3 �+ z I 18 O a € a °o D z mN FOR GENERAL NOTES AND LEGEND SEE SHEET 21. WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS SERVING: SIGNAL, ILLUMINATION, ETC. 1 2" OFFSET SPARE 2 2" 2 -#6 (ILL) CKT 3 4" 48CT -SMFO (EX INTC) WITH FLEXIBLE FABRIC INNERDUCT; USE EXISTING COILED FIBER OPTIC CABLE. 4 EX 2" 2 - #6 (EX ILL) Al 5 4" AMPS AMPS t v2 50 SPARE; WITH FLEXIBLE FABRIC INNERDUCT 1-� i i 3 \ _ -S NOTES: ,Z 1. ALL CONDUITS CONTAINING COPPER CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETACHABLE PULL TAPE. SPARE /EMPTY CONDUIT SHALL BE LABELED "CITY OF RENTON" AND SHALL CONTAIN DETECTABLE PULL TAPE. 2. ALL CONDUIT SHALL BE PVC SCH 40, EXCEPT UNDER ROADWAY USE PVC Q SCH 80 CONDUIT. — — - -EXIST R /W-- r ELECTRICAL SERVICE �MDJNLJ 31 1A PAA - ® / ch vX:%r' L u w UJ CD 0 16 12 9 +`OO;a::::: LO P� v7 Z � LOGAN AVE N a 2 SID _ EXIST R /W- —� 44 T FS Tq ¢8x0 0 SyFFT 2� J 0 5 10 20 40 60 16 +00 /o ,SD'- o< �P' WASHINGTON BLVD N S S S ° T 2� T �1x S G 3 Q � 5 ° EXIST _ e1 W 2 w LUMINAIRE 2 so ♦ D� ��. #4803F SD so off - O OH OH a 2 a,1p1 3 2 SD SD 1 2 N PARK DR P Q 12 ❑ P a A2 EXIST LUMINAIRE _.. _.._- ......... .........._.. 6 #4801F r ® 5 '� A >� 10 d ° 11 = r L i(I f"�`luuu _ iw w _ 2 6 0 8 6_ � � 11 _ ..... __. I w G „ADVANCE - 4 EVPE C2 �' wm.� o —SD SD O SD pP OH �- CONSTRUCTION NOTES —P P fit; ❑ � — _ PPXL EXIST R/W OSP off — Icv P OH - J 10 LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "Si" - FOR CIRCUIT AND PANEL SCHEDULES SEE THIS SHEET) \- EXIST ESMT EXIST R/W NOTE FOR LUMINAIRE AND PEDESTRIAN HEAD REVISIONS ON LAKE WASHINGTON BLVD N, SEE TABLE ON SHEET 22 a W oN R- 361416 5j'` -I w O CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAILS, SHEET 26. FURNISH AND INSTALL DECORATIVE ROADWAY LUMINAIRE AND POLE (TYPE II) ARM, ANCHOR BOLT COVER, CONDUIT /WIRING, ALL ASSOCIATED EQUIPMENT AND APPLY DECAL NUMBERING TO LUMINAIRE POLES. FOR ADDITIONAL INSTALLATION DETAILS SEE ILLUMINATION SHEET 26, CDR STANDARD DRAWINGS J007, J008, J009, J013 AND SPECIAL PROVISIONS. O REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. © LUMINAIRE TO BE PART OF A SIGNAL SYSTEM. FOR SIGNAL EQUIPMENT MOUNTING DETAILS, SEE SIGNAL PLANS. ® FOR REMOVAL OF SIGNAL POLE MOUNTED LUMINAIRE, SEE SIGNAL PLANS. O FOR FOUNDATION AND ELECTRICAL SERVICE CABINET INSTALLATION DETAILS SEE SIGNAL PLANS. FOR PANEL SCHEDULE SEE THIS SHEET. 10 SEE SIGNAL PLANS FOR ELECTRICAL SERVICE CABINET REMOVAL NOTES. 11 EXISTING LUMINAIRE TO REMAIN. MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. 12 FOR CONTINUATION OF CONDUIT /WIRING, SEE SIGNAL PLANS. 14 FURNISH AND INSTALL PRE - EMPTION DETECTOR. FOR DETAILS SEE SIGNAL PLANS. 16 EXISTING PRIVATE LUMINAIRE TO REMAIN. PROTECT EQUIPMENT AND MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. O PANEL SCHEDULE # S1 LOCATION: LOGAN AVE N, APPROX. STA 15 +64, 49' LT VOLTS: 120/240 PHASE: 1 STATION SERVING: SIGNAL, ILLUMINATION, ETC. MAIN BREAKER: 100 AMPS WIRE: 3 CKT OFFSET CIRCUIT TRIP TRIP TYPE DRAWING NO. CKT # LOAD DESCRIPTION KVA HEIGHT KVA LOAD DESCRIPTION # Al 7921N LOGAN AVE N, STA 15 +08 AMPS AMPS t v2 50 * 1 4' 1 35' 1 FIXED INTERSECTION ILLUMINATION LUMINAIRE TYPE II (PER DETAIL SHEET 26) 2.6 SIGNAL (GARDEN AVE N & PARK AVE N) 2 1 (A1,A2,A3,A4,A5,14) 0.8 30 a 4 15 5 s 20 0.3 CONTROL (PHOTOCELL) 4 SHOWN; WITH PHOTOCELL; LUMINAIRE TYPE II PER DETAIL SHEET 26 ILLUMINATION 7923N 1.8 GA RECEPTACLE 6 5 (1,2,3,4,5,6,7,8,9,10,11,12,13) 1.1 30 B 20 g to 15 105W, LED, 1.1 HEATER 8 * ILLUMINATION * 0.4 IRRIGATION 10 9 (18,19,20,21,22) 0.7 30 :,,,T 12 * I - I BLANK I 12 * REMARKS: CONNECTED LOAD: 8.8 KVA 37 AMPS LED, DEMAND LOAD (1250: 11.0 KVA 46 AMPS LUMINAIRE # COR POLE ID # 3 STATION STATION LUMINAIRE TYPE LUMINAIRE MOUNTING OFFSET CIRCUIT LUMINAIRE TYPE DRAWING NO. LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT # HEIGHT COMMENTS # Al 7921N LOGAN AVE N, STA 15 +08 52.1' RT * 1 4' 1 35' 1 FIXED * LUMINAIRE TYPE II (PER DETAIL SHEET 26) 105W, LED, 4K (LE3F) 240V * * * 1 * SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN; WITH PHOTOCELL; LUMINAIRE TYPE II PER DETAIL SHEET 26 A2 7923N * * 105W, LED, 4K LE3F) 240V * * * 1 * SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN; LUMINAIRE TYPE II (PER DETAIL SHEET 26 A3 7924N * * 105W, LED, 4K LE317 240V * * * 1 * SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN; LUMINAIRE TYPE II (PER DETAIL SHEET 26) A4 7926NN , * 105W, LED, 4K LE3F) 240V * * * 1 * SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN; LUMINAIRE TYPE II PER DETAIL SHEET 26 A5 105W, LED, 4K LE3F 240V * * 1 * SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN; LUMINAIRE TYPE II PER DETAIL SHEET 26 14 7919N GARDEN AVE N, STA 48 +61 32.5' RT 105W, LED, 4K LE3F 240V 10' 35' FIXED 1 SEE SIGNAL PLANS FOR ADDITIONAL SIGNAL EQUIPMENT MOUNTING DETAILS; LUMINAIRE TYPE II (PER DETAIL SHEET 26) 5 18 7928N LAKE WASHINGTON BLVD N, STA 50 +05 49.1' LT 105W, LED, 4K LE3F 240V 10' 35' FIXED 9 LUMINAIRE TYPE II (PER DETAIL SHEET 26) 19 7930N LAKE WASHINGTON BLVD N, STA 50 +60 63.8' LT 105W, LED, 4K LE3F 240V 10' 35' FIXED 9 LUMINAIRE TO BE MOUNTED AT 270' CW; LUMINAIRE TYPE II (PER DETAIL SHEET 26) 20 7931N LAKE WASHINGTON BLVD N, STA 51+45 42.6' RT 105W, LED, 4K LE4F 240V 10' 35' FIXED 9 LUMINAIRE TYPE II (PER DETAIL SHEET 26) 21 7932N LAKE WASHINGTON BLVD N, STA 52 +06 35.0' RT 105W, LED, 4K LE3F 240V 10' 35' FIXED 9 LUMINAIRE TYPE II (PER DETAIL SHEET 26) 22 7925N LAKE WASHINGTON BLVD N, STA 50 +56 58.0' RTI 105W, LED, 4K LE3F 240V 10' 35' FIXED 9 LUMINAIRE TO BE MOUNTED AT 305• CW; LUMINAIRE TYPE II (PER DETAIL SHEET 26) 10 LUMINAIRE SCHEDULE (EXISTING ELECTRICAL SERVICE CABINET LOCATED AT LOGAN AVE N, APPROXIMATE STA 10 +51, 82' RT) LUMINAIRE # COR POLE ID # 3 STATION OFFSET LUMINAIRE TYPE LUMINAIRE MOUNTING BASE CIRCUIT COMMENTS z n N DRAWING NO. 23 M m PROJECT NO. ARM HEIGHT FED AID NO. # 17 7934N LOGAN AVE N, STA 15 +08 52.1' RT "TYPE 2" 105W, LED, 4K LE3F 240V 1 4' 1 35' 1 FIXED EX LUMINAIRE TYPE II (PER DETAIL SHEET 26) 1 MUUCNUUM I JU I jvj/vz/ I CIGq SURVEYED: KPG .. 3 REVISION 1: PEDESTRIAN PATH ADDITION - CO 15 JC 07 12 12 P of w s „�ik DRAWN BY: JC �� '� CITY OF RENTON SOUTH LAKE WASHINGTON o RECORD ,� ” 4 REVISION RFI - MINAIRE RELOCATIONS JC 08 09 12 DESIGN BY: JC Public Works Department ROADWAY IMPROVEMENTS 75391hAveN 2502JeftronAve DRAWINGS CHECK BY: HJT Seattle, WA 98109 Tacoma, WA 98402 5 RFl —STEEL POLE LUMINAIRE 14 MATERIAL CHANGE T— CO 10 01 13 Po k s9aza.o m� N� Pe�1640 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION ILLUMINATION PLAN REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 T4 "`Tt0. �� 10' PROJ MGR: NJD ( ) (253) 627 -0720 BASED ON CONSTRUCTION RECORDS sr�Nnt, �, 1• www.kpg.com STA 15 +00 TO STA 19 +47.67 NUMBER REVISION DESCRIPTION BY APP. DATE O FILE: 060461LL01.dwg BY DATE: CALL 3 WORKING DAYS Z BEFORE YOU DIG: a 811 Nm m n C z n N DRAWING NO. 23 M m PROJECT NO. 11156 a _. o FED AID NO. 5 DATE: FEB 2012 m SHEET NO. 23 OF 53 C 2 Z y D a a Nm m n C I o O M co D a a B Caz C z n N z Nm M m =o M D IS o a a � m u [Z] 5 _ z =o a _. o � 5 o Fes+ m 4, M I IS o a a � 5 �m z \ O \ ►W P P IOGgNgVF `~� ✓ rV p p H 4 11 � 10-� d OQ h 11 4 w \� /SO W 11 i \ t 0 0 LUMINAIRE SCHEDULE (EXISTING ELECTRICAL SERVICE CABINET LOCATED AT LOGAN AVE N, APPROXIMATE STA 10 +51, 82' RT) LUMINAIRE COR POLE STATION OFFSET LUMINAIRE TYPE LUMINAIRE MOUNTING BASE CIRCUIT COMMENTS # ID # o 3 4" ARM HEIGHT 4 # 2 - #6 (EX ILL) 15 7935N LOGAN AVE N, STA 13 +84 38.2' LT 105W, LED, 4K (LE3F) 240V 4' 35' FIXED EX LUMINAIRE TYPE II PER DETAIL SHEET 26 16 7937N LOGAN AVE N, STA 14 +57 38.2' LT 105W, LED, 4K LE3F 240V 4' 35' FIXED I EX LUMINAIRE TYPE II PER DETAIL SHEET 26 P � LOGAN AVE N TV a* A. Y P D a P 4 I 11 --- - -___- -- :� 11 13 15 16 12 +00 Q "' 13 +00 )Cv `s so 0 P EXISTING ELECTRICAL z Z q / SERVICE CABINET Q PLAN 4� c� / 0 5 10 20 40 60 LEGEND GENERAL NOTES EXISTING NEW DESCRIPTION 1. ALL WORK SHALL BE DONE WITH WSDOT STANDARD PLANS & TYPE III SIGNAL POLE WITH DECORATIVE SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE ROADWAY LUMINAIRE AND MAST ARM CITY DEVELOPMENTAL GUIDELINES AND THESE PLANS. DECORATIVE ROADWAY LUMINAIRE AND 2, UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE POLE (TYPE 1) RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT DECORATIVE ROADWAY LUMINAIRE AND TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 990 POLE (TYPE II) 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE MAST ARM MOUNTED SIGN ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH PSE SIGNAL BRIDGE WITH COBRAHEAD REPRESENTATIVE SHERI CLARKE AT (425) 456 -2701 PRIOR TO —_ INSTALLATION OF METER BASE. ROADWAY LUMINAIRES o LUMINAIRE 4• THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. ® m SIGNAL CONTROLLER CABINET 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. ® can ELECTRICAL SERVICE CABINET 6. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL -PS1 BACKUP POWER SUPPLY (BPS) CABINET LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. N z ID M L 0 JUNCTION BOX TYPE 1, 2, 8 7. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE CONDUIT THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). Q IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL WIRE NOTE INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. O CONSTRUCTION NOTE 8. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. NUMBER REVISION DESCRIPTION BY I APP.I DATE �� C1GgN� 90 r3, °o ell Fk� 1� �S�ONAL D11 SURVEYED: KIPS DRAWN BY: JC DESIGN BY: JC CHECK BY: HJT PROJ MGR: NJD FILE: 080461LL01.dwg CONSTRUCTION NOTES EXIST R /W- — + I I I °. 11 sD so 11 13 w P P P O CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAILS, SHEET 26. FURNISH AND INSTALL DECORATIVE ROADWAY LUMINAIRE AND POLE (TYPE II) ARM, ANCHOR BOLT COVER, CONDUIT /WIRING, ALL ASSOCIATED EQUIPMENT AND APPLY DECAL NUMBERING TO LUMINAIRE POLES. FOR ADDITIONAL INSTALLATION DETAILS SEE ILLUMINATION SHEET 26, COR STANDARD DRAWINGS J007, J008, J009, J013 AND SPECIAL PROVISIONS. ® EXISTING SIGNAL POLE MOUNTED LUMINAIRE TO REMAIN. MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. 11 EXISTING LUMINAIRE TO REMAIN. MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. 13 ADD CONDUIT TO EXISTING JUNCTION BOX. SPLICE NEW LUMINAIRE WIRING TO EXISTING ILLUMINATION CIRCUIT. 15 LOCATION OF EXISTING JUNCTION BOX WITH EXISTING SPARE COILED FIBER OPTIC INTERCONNECT (48- SMFO). PULL EXISTING FIBER OPTIC CABLE TO NEW TRAFFIC CONTROLLER CABINET PER WIRE NOTES AND SIGNAL PLANS. ADJUST JUNCTION BOX TO NEW GRADE AND INSTALL CONCRETE BUMPOUT PER ROADWAY DETAILS SHEET 7. 16 EXISTING PRIVATE LUMINAIRE TO REMAIN. PROTECT EQUIPMENT AND MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. IK1PGr 753 901 Ave N 2502 Jefferson Ave Seattle. WA98109 Tacoma, WA 96402 (206) 2861640 (253) 627 -0720 www.l(pg.com RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY DATE: R- 361477 WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS € 1 °. 11 sD so 11 13 w P P P O CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAILS, SHEET 26. FURNISH AND INSTALL DECORATIVE ROADWAY LUMINAIRE AND POLE (TYPE II) ARM, ANCHOR BOLT COVER, CONDUIT /WIRING, ALL ASSOCIATED EQUIPMENT AND APPLY DECAL NUMBERING TO LUMINAIRE POLES. FOR ADDITIONAL INSTALLATION DETAILS SEE ILLUMINATION SHEET 26, COR STANDARD DRAWINGS J007, J008, J009, J013 AND SPECIAL PROVISIONS. ® EXISTING SIGNAL POLE MOUNTED LUMINAIRE TO REMAIN. MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. 11 EXISTING LUMINAIRE TO REMAIN. MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. 13 ADD CONDUIT TO EXISTING JUNCTION BOX. SPLICE NEW LUMINAIRE WIRING TO EXISTING ILLUMINATION CIRCUIT. 15 LOCATION OF EXISTING JUNCTION BOX WITH EXISTING SPARE COILED FIBER OPTIC INTERCONNECT (48- SMFO). PULL EXISTING FIBER OPTIC CABLE TO NEW TRAFFIC CONTROLLER CABINET PER WIRE NOTES AND SIGNAL PLANS. ADJUST JUNCTION BOX TO NEW GRADE AND INSTALL CONCRETE BUMPOUT PER ROADWAY DETAILS SHEET 7. 16 EXISTING PRIVATE LUMINAIRE TO REMAIN. PROTECT EQUIPMENT AND MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. IK1PGr 753 901 Ave N 2502 Jefferson Ave Seattle. WA98109 Tacoma, WA 96402 (206) 2861640 (253) 627 -0720 www.l(pg.com RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY DATE: R- 361477 WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS € 1 2" 3 SPARE 2 2" 2 -#6 (ILL) o 3 4" 48CT -SMFO (EX INTC) WITH FLEXIBLE FABRIC INNERDUCT; USE EXISTING COILED FIBER OPTIC CABLE. 4 EX 2" 2 - #6 (EX ILL) 5 4" Z SPARE; WITH FLEXIBLE FABRIC INNERDUCT NOTES: 1. ALL CONDUITS CONTAINING COPPER CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETACHABLE PULL TAPE. SPARE /EMPTY CONDUIT SHALL BE LABELED "CITY OF RENTON" AND SHALL CONTAIN DETECTABLE PULL TAPE. 2. ALL CONDUIT SHALL BE PVC SCH 40, EXCEPT UNDER ROADWAY USE PVC SCH 80 CONDUIT. SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS ILLUMINATION PLAN STA 10 +00 TO STA 15 +00 CfB, 2- 36, 47 7 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 r� DRAWING NO. 24 PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEET NO. 24 OF 53 I I I� B O 8 D 1M $ytl S D m N 9 Z E L G1 a C € am M Im M I I I I I 0 m d> 6 y an o € � � z Q -- �0 1 ° D O 0 I--+ 3 z I i 8 € 3 € a 3 W o D m m 05 Z I I I� B O 8 D 1M $ytl S D m N 9 Z E L G1 a C € am M Im M I I I I I 0 m d> 6 y an o € � � z Q -- �0 1 ° D O 0 I--+ 3 z I i 8 �o a o D R n y Z EXISTING CIRCUIT EX 2 — #6 (ILL) EX EX SPLICE TO EXISTING CIRCUIT NEW 2 -#6 (ILL) EX LOGAN AVE N �9 78 CIRCUIT #9 / 2 -#6 (ILL) / ELECTRICAL SERVICE / CABINET "St" — — I I Al II I I II I II I I EX EX EX EX I I • - � - - - - � - - - _ 17 I � A5 q4 A3 SPLICE TO EXISTING CIRCUIT \ EXISTING ELECTRICAL NEW 2 -#6 (ILL) SERVICE CABINET /3 LEGEND /0 EXISTING NEW DESCRIPTION DECORATIVE ROADWAY LUMINAIRE AND POLE (TYPE 1) Q 9-0 DECORATIVE ROADWAY LUMINAIRE AND POLE (TYPE II) _ DECORATIVE SIGNAL POD LUMINAIRE MOUNTED ON '/• 2- ##6U1(ILL) • SPLICE ® ® ELECTRICAL SERVICE CABINET �/ 116// D N ON v� 5� 21- o _ v i A2 / CIRCUIT #1 2 -#8 (SIG ILL) N PARK DR TO EXISTING JUNCTION BOX R- 361418 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 �A15: Pt-- 3�I14.-,)$ nLvlolu Iv VVnrunm IV 1iVlW muullVly RG<,VRVJ. IvV nGY WIVIYJ wm 3 VJ flJl V/ LVIY m P0c1G,y"" > Je wnsy�'F PoF e ;'9 24 ��r 1� G >� �O S�oNAt b" p�� SURVEYED: KPG DRAWN BY: JC DESIGN BY: JC CHECK BY: HJT FROJMGR: NJD FILE: 080461LLOl.dwg Kp� Seattle, WA 96109 Tacoma, WA 96402 7ealfe, A9 2502Je,WA980 206 28fh164D ( 1 (25 31 62 7 -07 2 0 vrBM1Y kpg O]m Yn d3 - CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY DATE: SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS ONE -LINE CIRCUITS DIAGRAM PROJECT NO. Z5 PROJECT O. 11156 FED AID NO. DATE: FEB 2012 SHEET NO. 25 OF 53 O THIS SHEET. � � RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS ofd m z NUMBER REVISION DESCRIPTION BY APP. DATE �A15: Pt-- 3�I14.-,)$ C3 °o a D m K z e � g z m C Ni m N M s, D C 8 o a D r wm 3 N z IY m m n C3 °o a D m K z e � g z m C Ni m N M s, D C 8 o a D r L Yn O � � s ofd m z 8 o a D L 0 NUMBER °°n°ncrn �nrr UNPAVED AREAS ---h -- PAVED AREAS SURFACE RESTORATION AS PER LANDSCAPING DETAILS UTILIZE NATIVE BACKFILL OR CSTC WHERE NATIVE IS UNSUITABLE AND AS DIRECTED BY THE ENGINEER 12" i (TYP) NOTE: FOR ALL NEW TYPE I AND TYPE II DECORATIVE ROADWAY LUMINAIRES, A BONDING WIRE SHALL 90' BE RUN FROM THE LUMINAIRE FIXTURE GROUND LUG TO THE SYSTEM BONDING WIRE. THIS WIRE SHALL BE THE SAME SIZING AND INSULATION THAT IS USED IN THE BONDING SYSTEM. J�, 0'— �--l-`'' -180' VERTICAL SAWCUT SEAL 90° ORIENTATION LOCATION: JOINT WITH PAVING ASPHALT I (TYPE II DECORATIVE ROADWAY LUMINAIRE POLE) 270' * LUMINAIRES ARE MOUNTED AT 0° 0'— -180' 0 STREET LIGHT STANDARD DECAL NUMBERING ARE MOUNTED AT 315' 270 HANDHOLES ARE MOUNTED AT 90' 4' MIN APPLICABLE IN PAVED OR UNPAVED AREAS) NOTES: 1. EXISTING ASPHALT PAVEMENT MUST BE SAWCUT TO PROVIDE A CLEAN STRAIGHT EDGE BEFORE CONDUIT PLACEMENT. 2. EXISTING MATERIAL DISTURBED UNDER THE CONDUIT SHALL BE REPLACED WITH BEDDING MATERIAL AND COMPACTED TO 957 MAX DENSITY. 3. BACKFILL MATERIAL SHALL BE INSTALLED IN AN APPROVED MANNER TO INSURE NO DAMAGES TO THE CONDUIT. 4. IF NATIVE MATERIAL IS DETERMINED UNSATISFACTORY BY THE ENGINEER, USE CRUSHED SURFACING TOP COURSE, PER WSDOT STD SPEC 9- 03.9(3). CONDUIT TRENCH DETAIL POLE 4' -0" kIRE ARM LENGI 2" TANGENT F- 7.5' R 3.5" DIA HOLE 6' -0" (LUMINAIRE ARM LENGTH) 22° 16' R 4" OD HOLE IV) I u7 POLE 10' -0" (LUMINAIRE ARM LENGTH) 12' -0" (LUMINAIRE ARM LENGTH) I DEOCRATIVE LUMINAIRE ARM REVISION DESCRIPTION BY I APP.I DATE CtGAN� 1 R- 361419 ?0 ye39324�� S`10NAL Sri 011 SURVEYED: KPG DRAWN BY: � ORIENTATION LOCATION: /\� CHECK BY: \ \ \// EXISTING TYPE I DECORATIVE ROADWAY LAMIO0' POLE) ( \\ 31- \ \ m LUMINAIRES ARE MOUNTED STREET FOUNDATION DESIGN DETAIL, la � I EXISTING SUBGRADE 0 LIGHT STANDARD DECAL NUMBERING s o z o ARE MOUNTED AT 315' m (IJ FOR STREET LIGHT a HANDHOLES ARE MOUNTED AT 180' N STANDARD DECAL SEE TYPICAL SECTIONS NUMBERING DETAIL, o a AND ROADWAY DETAILS REFER TO CITY OF 3 w FOR RESTORATION S, J009 CONDUITS PER PLANS 10 LUMINAIRE ARM I8 LENGTH PER PLANS 8" BASE DIAMETER, og no COMPACTED GRAVEL BACKFILL FOR SMOOTH ROUND 2" 2" PIPE ZONE BEDDING, PER WSDOT STD SPEC 9- 03.12(3) �r ar-t 4' MIN APPLICABLE IN PAVED OR UNPAVED AREAS) NOTES: 1. EXISTING ASPHALT PAVEMENT MUST BE SAWCUT TO PROVIDE A CLEAN STRAIGHT EDGE BEFORE CONDUIT PLACEMENT. 2. EXISTING MATERIAL DISTURBED UNDER THE CONDUIT SHALL BE REPLACED WITH BEDDING MATERIAL AND COMPACTED TO 957 MAX DENSITY. 3. BACKFILL MATERIAL SHALL BE INSTALLED IN AN APPROVED MANNER TO INSURE NO DAMAGES TO THE CONDUIT. 4. IF NATIVE MATERIAL IS DETERMINED UNSATISFACTORY BY THE ENGINEER, USE CRUSHED SURFACING TOP COURSE, PER WSDOT STD SPEC 9- 03.9(3). CONDUIT TRENCH DETAIL POLE 4' -0" kIRE ARM LENGI 2" TANGENT F- 7.5' R 3.5" DIA HOLE 6' -0" (LUMINAIRE ARM LENGTH) 22° 16' R 4" OD HOLE IV) I u7 POLE 10' -0" (LUMINAIRE ARM LENGTH) 12' -0" (LUMINAIRE ARM LENGTH) I DEOCRATIVE LUMINAIRE ARM REVISION DESCRIPTION BY I APP.I DATE CtGAN� 1 R- 361419 ?0 ye39324�� S`10NAL Sri 011 SURVEYED: KPG DRAWN BY: JC DESIGN BY: JC CHECK BY: HJT PROJ MGR: NJD FILE: 080461LLOt.dwg _t i 753 9th Ave N 2502 Jefferson Ave Seattle, WA 98109 Tacoma, WA 99402 (206) 28&1840 (253) 627 -0720 www.kpg.com w N 27" DOMUS 55 SERIES LED LUMINAIRE (WATTAGE PER PLANS, 4,000K CCT, 120 -277V UNIVERSAL DRIVER, WITH FLAT GLASS LENS) BY LUMEC (OR APPROVED EQUAL). DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM DETAILS SEE THIS SHEET. 10 " -11 "0 BOLT CIRCLE PAINT SPECIFICATIONS: ALL ALUMINUM LUMINAIRE AND LIGHT POLE RELATED PARTS SHALL BE FACTORY PRIME AND POWDER COATED. FINISH COLOR: RAL 9005TX "JET BLACK" (SEE SPECIAL PROVISIONS). w _ P �° .n 0 (4) SLOTS ACCEPTING: (4) GALVANIZED STEEL Z ANCHOR BOLTS PER w 3 F Z ROADWAY LUMINAIRE POLE m o FOUNDATION DESIGN DETAIL, la � I fE SHEET 32. s o z o A m (IJ FOR STREET LIGHT �01� N STANDARD DECAL z NUMBERING DETAIL, a 46n REFER TO CITY OF 3 w RENTON STD PLAN ° J009 — I I8 8" BASE DIAMETER, og no SMOOTH ROUND w ALUMINUM POLE 8 R c m �z 0 0 REINFORCED HANDOLE o WITH COVER K 0 INSTALL ANCHOR o BOLT COVERS (PROVIDED BY POLE o MANUFACTURER) 1 DECORATIVE LUMINAIRE POLE NOTES * ROUND TUBULAR SECTION (NO TAPER) *+ ROUND TAPERED POLE SECTION (0.14 " /FT) + ++ NOMINAL LUMINAIRE HEIGHT (LUMINAIRE HEIGHT + SHROUD) go w Cif z z M J 2 01IIIIIIIII INSTALL 2" MIN. GROUT. PROVIDE 1/2" DIA DRAIN TUBE THROUGH GROUT FOR CONCRETE LUMINAIRE POLE FOUNDATION, SEE DETAIL SHEET 32. DECORATIVE ROADWAY LUMINAIRE AND POLE (TYPE 1) RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: w 0 z F z 0 M 0 I in 27" ROUND POLE CAP LUMINAIRE ARM LENGTH PER PLANS DOMUS 55 SERIES LED LUMINAIRE (WATTAGE PER PLANS, 4,000K CCT, 120 -277V UNIVERSAL DRIVER, WITH FLAT GLASS LENS) BY LUMEC (OR APPROVED EQUAL). DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM DETAILS SEE THIS SHEET. 13 " -14 "0 BOLT CIRCLE (4) SLOTS ACCEPTING: (4) GALVANIZED STEEL ANCHOR BOLTS PER ROADWAY LUMINAIRE POLE FOUNDATION DESIGN DETAIL, SHEET 32. FOR STREET LIGHT STANDARD DECAL NUMBERING DETAIL, REFER TO CITY OF RENTON STD PLAN J009 10" BASE DIAMETER, SMOOTH ROUND ALUMINUM POLE LUMINAIRE #14 POLE 3 CHANGED TO STEEL REINFORCED HANDOLE WITH COVER - INSTALL ANCHOR BOLT COVERS (PROVIDED BY POLE MANUFACTURER) FOR CONCRETE LUMINAIRE POLE FOUNDATION, SEE DETAIL SHEET 32. ROADWAY F_ c� z 7r w M z a w w ° _ c� J H w 0 M 0 0 M 0 0 S w w CL II ° W W CL - INSTALL 2" MIN. GROUT. PROVIDE 1/2" DIA DRAIN TUBE THROUGH GROUT CALL 3 WORKING DAYS DECORATIVE ROADWAY LUMINAIRE BEFORE YOU DIG: AND POLE (TYPE II) 811 SOUTH LAKE WASHINGTON DRAWING NO. 26 ROADWAY IMPROVEMENTS PROJECT NO. 7156 FED AID NO. ILLUMINATION DETAILS DATE: FEB 2012 SHEETNO. 26 OF 53 I� I8 o M 0° D i ° ;1 a Z + 0 30 c �3 m M Im M I ti 0 r > I w 3 z m D n ^ la � I I� I8 o M 0° D i ° ;1 a Z + 0 30 c �3 m M Im M I ti 0 r > I F n v D a� Y D n ^ la � 5z s a 2O A = o (IJ �01� < 46n 3 z I - I I — I I8 og no a a y CDC G 8 R c m �z s VARIES -11' 5 -11' EXISTING PULLOUT WHERE EXISTING PLANTER SHOWN IN PLANS SIDEWALK WHERE SHOWN VARIES N PLAN EXISTING CURB & GUTTER EXISTING CONCRETE PAVEMENT �5 �4 EXISTING EXISTING SIDEWALK PLANTER 2 WHERE 3 SHOWN VARA� IN PLAN 5 4" CEMENT CONCRETE SIDEWALK (WSDOT STD PLAN F- 30.10 -01) OR 6" CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 (CDR STD PLAN F004.1, F004.4, F009) I EXISTING CURB & GUTTER "11' PULLOUT WHERE SHOWN IN PLANS EXISTING CONCRETE PAVEMENT TYPICAL SECTION NOTES CONSTRUC11ON CHANNELIZED ISLAND, WHERE SHOWN IN PLANS X20' 24' VARIES, 11' -14.5' VARIES, 11' -14' VARIES, 13' -17' THRU /RIGHT LEFT TL RN LANE THRU LANE 51-5.5' TURN LANE I 14 STA 40 +69.48 TO STA 42 +23.5 ;GARDEN AVE N TYPICAL SECTION A 3 APPROX STA 40 +67.65 TO STA 42 +23.5, LOOKING NORTHWEST NTS -20' 11' -11.2' GHT TURN CONSTRUCTION i 11' -11.2' THRU LANE OR LEFT TURN LANE 11' -11.2' LEFT TURN LANE 24' 11' -11.2' THRU LANE 5.3' -5.5' 14 STA 42 +23.5 TO STA 43 +34.33 7 3 GARDEN AVE N TYPICAL SECTION B APPROX STA 42 +23.5 TO STA 43 +70, LOOKING NORTHWEST NTS 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2 -06 OF THE STANDARD SPECIFICATIONS. 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED CSBC UNDER PAVED SURFACES. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2 -03 OF THE STANDARD SPECIFICATIONS. 4. IF UNSUITABLE SUBGRADE IS ENCOUNTERED, THE CONTRACTOR SHALL CAREFULLY OVER- EXCAVATE TO A MAXIMUM DEPTH OF 1' AND REPLACE WITH CSBC OR AS DIRECTED BY THE ENGINEER. 5. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED AT ALL T1MES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 6. REMOVE EXISTING CURB, GUTTER AND SIDEWALK WHERE INDICATED ON THE PLANS. 7. SALVAGE EXISTING IRRIGATION EQUIPMENT WITHIN LIMITS OF CLEARING AND GRUBBING IN ACCORDANCE WITH SECTION 8 -03 OF THE SPECIAL PROVISIONS. 8. SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF LIMITS OF CLEARING AND GRUBBING. NUMBER I REVISION DESCRIPTION I BY I APP. I DATE MATERIAL CODE VARIES PLANTER �5' WIDTH VARIES EXISTING SIDEWALK WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES PLANTER �5' WIDTH VARIES EXISTING SIDEWALK WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE ® MATERIALS DESCRIPTION 1 18" CEMENT CONIC TRAFFIC CURB & GUTTER (WSDOT STD PLAN F- 10.12 -02) 2 2" CSBC 3 10" CEMENT CONC PAVEMENT 4 2" HMA CL Y2" PG 64 -22 FOR OVERLAY 5 4" CEMENT CONCRETE SIDEWALK (WSDOT STD PLAN F- 30.10 -01) OR 6" CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 (CDR STD PLAN F004.1, F004.4, F009) 6 COMPACTED SUBGRADE 7 EXISTING CEMENT CONC PAVEMENT, THICKNESS VARIES 8 2" BARK MULCH, SEE LANDSCAPE PLANS 9 12" TOPSOIL TYPE A, SEE LANDSCAPE PLANS 10 EXISTING ASPHALT CONIC PAVEMENT, THICKNESS VARIES 11 0.7' HMA CL X" PG 64 -22 PLACE IN 3 LIFTS 12 6" CSBC 13 MONOLITHIC CURB, SEE ROADWAY DETAILS SHEET 7 14 PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB WSDOT STD PLAN F- 10.64 -02 15 4" CSBC 16 HMA CL X2" PG 64 -22 FOR PRELEVEL, DEPTH VARIES FROM 1 " -3" 17 24" TOPSOIL TYPE A SEE LANDSCAPE PLANS TO STA 44 +57, LOOKING iii- 753901AveN 2502JefersonAve Seattle, WA 98109 Tacoma, WA 98402 (206) 286 -1640 (253) 627 -0720 www.kpg.com CONSTRUCTION �5' "4' -11' 24' , 24' EXISTING SIDEWALK EXISTING PLANTER WHERE SIDEWALK PULLOUT WHERE SHOWN IN PLANS SURVEYED: KPG J. PSG THRU LANE RIGHT TURN LANE 9�pAl �1 04 wASy� 'PG DRAWN BY: HJT tip DESIGN BY: HJT z IN PLAN CHECK BY: NJD P 5506, k 14 STA l��,yr o PROJ MGR: NJD , Nat tiNG 44 +57 7 GARDEN AVE 0,1' FILE: 08046TYP01.dwg iii- 753901AveN 2502JefersonAve Seattle, WA 98109 Tacoma, WA 98402 (206) 286 -1640 (253) 627 -0720 www.kpg.com CONSTRUCTION �5' "4' -11' 24' , 24' EXISTING SIDEWALK EXISTING PLANTER WHERE SIDEWALK PULLOUT WHERE SHOWN IN PLANS 12' 12' 12' 12' THRU LANE THRU LANE RIGHT TURN LANE RIGHT TURN LANE SHOWN 5.3' -5.5' VARIEi IN PLAN 14 STA 44 +27.33 TO ` EXISTING CURB & GUTTER EXISTING CONCRETE PAVEMENT '5' �4' EXISTING EXISTING SIDEWALK PLANTER WHERE SHOWN VARY IN PLAN EXISTING CURB & GUTTER VARIES, 7' -10' -11' PULLOUT WHERE SHOWN IN PLANS EXISTING CONCRETE PAVEMENT 24' EXISTING 12' SIDEWALK THRU LANE VARIES �T EXISTING CURB & GUTTER RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS CONSTRUCTION i 24' 24' 12' 12' 12' 12' 1 LANE THRU LANE RIGHT TURN LANE RIGHT TURN LANE 5.3' -5.5' _ . . _ 14 STA 44+57 TO STA 46 +75.25 7 3 GARDEN AVE N TYPICAL SECTION D APPROX STA 44 +57 TO STA 48 +03, LOOKING NORTHWEST 1 NTS NOTE: FOR DRIVEWAY FROM STA 44 +52.17 TO STA 44 +96.26, AND FOR SIDEWALK FROM STA 44 +91 TO STA 45 +41, SEE ROADWAY PLAN, SHEET 15. FOR DRIVEWAY DETAILS, SEE MATERIAL CODE TABLE, THIS SHEET, AND DETAIL SHEET 7. CONSTRUCTION 12' 12' THRU LANE I RIGHT TURN LANE 24' 12' RIGHT TURN LANE -6' -8' GARDEN AVE N TYPICAL SECTION E APPROX STA 48 +03 TO STA 48 +63, LOOKING NORTHWEST NTS WIDENING AREA VARIES. MATCH EXISTING ROADWAY R 361457 CROSS SLOPE � 43 CITY OF RENTON R rLL Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: VARIES ru rv¢rt �SEMSTIANLG ' WIDTH VARIES WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES 1' PLANTER 1' "5' F EXISTING SIDEWALK WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES VARIES, 5' -9' 1' PLANTER 1' 1' J `.5% SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS TYPICAL ROADWAY SECTIONS A-►3 ' �- �ror�� 3:1 MAX TO MATCH EXISTING EXCEPT WHERE INDICATED ON PLANS. CALL 3 WORKING DAYS BEFORE YOU DIG: 811 DRAWING NO. 4 PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEETNO. 4 OF 53 I 0 c > >; u G a= az 1 n �5 0 0 1 n wao 01 m 3 0 M� < 3 z 14 STA 44 +27.33 TO ` STA 44 +57 7 GARDEN AVE N TYPICAL SECTION C APPROX STA 43 +70 TO STA 44 +57, LOOKING NORTHWEST NTS NOTE: FOR SIDEWALK FROM STA 44 +37.62 TO STA 44 +57, SEE ROADWAY PLAN, SHEET 15. CONSTRUCTION i 24' 24' 12' 12' 12' 12' 1 LANE THRU LANE RIGHT TURN LANE RIGHT TURN LANE 5.3' -5.5' _ . . _ 14 STA 44+57 TO STA 46 +75.25 7 3 GARDEN AVE N TYPICAL SECTION D APPROX STA 44 +57 TO STA 48 +03, LOOKING NORTHWEST 1 NTS NOTE: FOR DRIVEWAY FROM STA 44 +52.17 TO STA 44 +96.26, AND FOR SIDEWALK FROM STA 44 +91 TO STA 45 +41, SEE ROADWAY PLAN, SHEET 15. FOR DRIVEWAY DETAILS, SEE MATERIAL CODE TABLE, THIS SHEET, AND DETAIL SHEET 7. CONSTRUCTION 12' 12' THRU LANE I RIGHT TURN LANE 24' 12' RIGHT TURN LANE -6' -8' GARDEN AVE N TYPICAL SECTION E APPROX STA 48 +03 TO STA 48 +63, LOOKING NORTHWEST NTS WIDENING AREA VARIES. MATCH EXISTING ROADWAY R 361457 CROSS SLOPE � 43 CITY OF RENTON R rLL Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: VARIES ru rv¢rt �SEMSTIANLG ' WIDTH VARIES WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES 1' PLANTER 1' "5' F EXISTING SIDEWALK WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES VARIES, 5' -9' 1' PLANTER 1' 1' J `.5% SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS TYPICAL ROADWAY SECTIONS A-►3 ' �- �ror�� 3:1 MAX TO MATCH EXISTING EXCEPT WHERE INDICATED ON PLANS. CALL 3 WORKING DAYS BEFORE YOU DIG: 811 DRAWING NO. 4 PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEETNO. 4 OF 53 I 0 c > >; u G a= az 1 n �5 0 0 1 n wao 01 m 3 0 M� < 3 z PHASE SEQUENCE DIAGRAM I VNERNERMM B 02 & 05 02 01 03 04 NOTES: _ -EXIST R /W_ -EXIST R W- — m NTH PHASE 4, EXCEPT WHEN PRE—EMPTED BY e e e owe e m e e o� PHASE 4 PEDESTRIAN w!IIIIIIIIIIIIIi!II CALL 05 06 07 08 1 1 ��' ►.►.1' MOVEMENT WTI PHASE 6, VEHICLE AsE I �. .. By PRE—EMPTED BY OVERLAPPED VEHICLE MPTED PHASE 6 PEDESTRIAN MOVEMENT CALL 10 f0v PEDESTRIAN MOVEMENT ... W�r�� EVPE SCHEDULE �7M0� # PHASES A 03 B 02 & 05 C Z _ OLD m AW 1 OLD m �'�► >n OLG OLB� � NOT NOT z USED USED m 3 o Fes► NTH PHASE 4, EXCEPT WHEN PRE—EMPTED BY e e e owe e m e e o� PHASE 4 PEDESTRIAN w!IIIIIIIIIIIIIi!II CALL 05 06 07 08 1 1 ��' ►.►.1' MOVEMENT WTI PHASE 6, VEHICLE AsE I �. .. By PRE—EMPTED BY OVERLAPPED VEHICLE MPTED PHASE 6 PEDESTRIAN MOVEMENT CALL 10 f0v PEDESTRIAN MOVEMENT ... W�r�� EVPE SCHEDULE �7M0� # PHASES A 03 B 02 & 05 C 04 D 06 &01 EXISTING TRAFFIC SIGNAL SYSTEM SHALL REMAIN FULLY OPERATIONAL UNTIL DAY OF CHANGEOVER WHEN UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC. 0 4 , 1 1 � rrp4n m 6 — 62 Amp ■ ° ° ° U) 13 TYP ° o �0 14 TYP 12 TYP 1 30_ CAM 1+1 13 +00 o s 14' +OQ s :: o :13 +'00 :. ° ..... VL51 , _� -. 12 „ ", ` 253 U') ... o... - - .- L54 VL52 ' , r � -- - ----- 1 IIJIF 14 e e, e ,o, e e,, e eI 1 L23 VL21--- - - - - -- _ SID SD - D - VL22 I� PPB•' 2 c�— —cr, — L24 —c — j ..„'" -- SD — r •.-•. . 13 / D I - 43/ — r PSI IN 42 /! ti 4i -- -- 16 3 —1 9 EXISTR /W- 4 7 SIGNAL HEAD ASSIGNMENTS I O12" 12" 12" • 12" O 12" x I e 8 / 0 14 - 3 -. / 4 4316-CJ 11 Y 1Y 12" 12" Y 12" Y 12 cD 3 VL31 O 12" 12" 12" w O 12" OG 12" 9 9 CL i VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEADS: G G/Y ' # 21, 22, 61 & # 11, 12, 13, # OLC & OLD2 12" 12" 62 41, 42, 44, 51 & 52 VEHICLE HEAD: VEHICLE HEADS: 4k& .. # 31 # 43/OLB & f ° o ♦ STOP e4' NOTES: M 0 32/OLD1 °° 1. ALL VEHICLE SIGNAL HEADS LSHALLOBE LED TYPE AND SHALL USE TUNNEL VISORS, 1 4— / 33 / SQUARE DOORS AND 5 J¢° KLATES. MAST ARM MOUNTED VEHICLE SIGNAL HEADS r SCALE: 1 " =10' SHALL USE MOUNTING TYPE PLE MOUNTED SIGNAL HEADS SHALL USE MOUNTING TYPE "K" (SEE CDR STD DWGS J018, J019 AND J036). ALL SIGNAL HEAD HOUSINGS AND 13 BACKPLATES SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. i 2. ALL PEDESTRIAN SIGNAL SYSTEMS SHALL BE LED TYPE WITH SOLID SYMBOLS, SHALL BE EQUIPPED WITH °Z° CRATE VISORS AND SHALL USE TYPE "A" OR "B" MOUNTINGS (SEE COR STD DWGS J018 AND J036). ALL PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN PEDESTRIAN HEADS: TYPE AND SHALL CONFORM TO LATEST ADOPTED MUTCD AND ADA REQUIREMENTS. ALL # 26, 27, 46, 47, PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. 66, 67, 68 & 69�, / CIGq 3 REVISION 1: PEDESTRIAN PATH ADDITION - CO 15 JC SURVEYED: KPG 7 12 12 Nr P `F DRAWN BY: JC 4 RELOCATION OF SIGNAL POLE 2A HJT NJD 02 28 13 5 SIGNAL HEAD MOUNT REVISION - CO 18 O DESIGN BY: JC 7539ry Ave N 2502JeHemonAve 6 —F—LINE RAPID RIDE - CO 08 12 CHECK BY: HJT Seattle, WA 98109 Ternma,WA98402 7 CONDUIT FOR ILLUMINATION SE CORNER — RA 29 09 28 12 Po 39324" ��r �� (206)28&1640 (253) 627-0720 NUMBER REVISED TO CONFORM TO CONSTRUCTION UCTIO RECORDS B APP 07DA2014 FQs�olvnL YNG�2 D�10 FIROJ Ba4fi: NJD v�ipg Wm r �,e,.,e TLR i I a: U +0 a , S0 A $8*00 :- - y 1_45 .' o �• o o « i E C2 x✓ Y m 42 1N F� �.— — ,N __ FlLL� u p ---'�u _— � �� OH C 17 I �� t 14 TYP f ` • 141 TYP 15 r SD — . - - �H J e 1 j _ �• �� , , i � �� ,_ _ 5 _— �- -- _._. s�, _____ . PLAN 3 0 > /4 1 r s A 0 5 10 20 40 60 3 12 2 a� i�' s8 _� _ i i 3 _ _ _ _ . _ _ P F 66 19 LC•I 327OLD1 OLD2 -- z z _ . o LO ii 3 4 4 y _c___' '• VL62 ° 1 o L65 n ° I A of • �� o {{ m } r: 264 CD o - - -- _. .. g 1 TYP 12 ' _ . _ VL6 �, TYP 13 1 51 17�, e e e ,� , e 184e00 1 19 +00 ITYP TT- 'S SCAM - {- VL11.. 113 2 e,:...:::•: a::::: z:: ha::: ::::::a:::::::::a:::::::r::s::: i �0 2" _ j _ 0 14 SYS21 �22- 13 SYS22 a ... o ... " .. . - 6 P - —P -- d,—a F P 1 I. NE PARK DR —EXIST 6 � � F x X480 O 7 / 11 3 17 _ -- /,; 1 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS, WSDOT /APWA / •` STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO SPECIAL PROVISIONS i / OLD3 AND THESE PLANS. 2. UTILITY LOCATION ( DIAL -A -DIG ) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF p THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR EXIST ESMT Jli 8 RESOLUTION. r i 4✓ ? 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE i EXIST R/W IV CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1- 888 - 321 -7779 / F PRIOR TO INSTALLATION OF METER BASE. fly � � � 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR DAVE WHITMARSH AT (425) 430 -7423. 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. Q v 6. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 7 7, ALL NEW JUNCTION BOXES PLACED IN THE SIDEWALKS 11 1 SHALL HAVE SKID RESISTANT LIDS. CALL 3 WORKING DAYS i 8. FOR LEGEND, CONSTRUCTION AND WIRE NOTES AND SIGN / OLD / SCHEDULE SEE SHEET 28. BEFORE YOU DIG: / 9. FOR WIRING DIAGRAM SEE SHEET 29. 811 / 1 2 i SCALE: 1"=10' 10. FOR SIGNAL POLE DETAILS SEE POLE SPECIFICATIONS / SHEET 30. RECORD CITY OF RENTON SOUTH LAKE WASHINGTON DRAWING NO. 27 rA PROJECT NO. 11156 DRAWINGS Public Works Department ROADWAY IMPROVEMENTS FED AID NO. PREPARED BY KPG, ,ALLY 2014 APPROVED FOR CONSTRUCTION SIGNAL PLAN DATE: FEB 2012 BASED ON CONSTRUCTION RECORDS BY: DATE: SHEET NO. 27 OF 53 C G D s a �� ay m m >n z � 4 an c Z G) �9 a 3 C Nz m M I D c ay m d> >n m O O0 F m 3 o Fes► n 4. I I I� I� a ao o 1 i Z LEGEND CONSTRUCTION NOTES EXISTING NEW DESCRIPTION EXISTING NEW DESCRIPTION 0 O CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL FOUR TYPE III SIGNAL POLE WITH DECORATIVE 1111111111114111 VEHICLE DETECTION CAMERA VEHICLE SIGNAL HEADS, TWO TYPE 711 EMERGENCY PRE - EMPTION DETECTORS (PER CDR STD DWG J032) AND THREE ROADWAY LUMINAIRE VEHICLE DETECTION LOOP SIGNS ON THE MAST ARM. INSTALL ONE 105W LED 240V DECORATIVE ROADWAY LUMINAIRE (SEE LUMINAIRE PLANS FOR DETAILS) WITH PHOTOCELL AND ONE VEHICLE DETECTION CAMERA ON THE LUMINAIRE ARM. INSTALL ONE TYPE II SIGNAL POLE ® z m IR A Il JUNCTION BOX TYPE 1, 2, 8 PEDESTRIAN SIGNAL HEAD, ONE TERMINAL CABINET AND APPLY DECAL NUMBERING (WITH CDR POLE ID # PER CDR SIGNAL BRIDGE WITH COBRAHEAD ® BACKUP POWER SUPPLY CABINET STD PLAN J009) ON THE POLE. PLACE CONCRETE PAD AROUND FOUNDATION PER BACK OF SIDEWALK /FOUNDATION ROADWAY LUMINAIRES ® 25 -TA VAULT LAYOUT DETAIL, SHEET 30. FOR POLE LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEET 30 AND SPECIAL po SIGNAL POLE TYPE I OR PS PROVISIONS. ® ® ELECTRICAL SERVICE CABINET Oo DECORATIVE ROADWAY LUMINAIRE AND POLE m TRAFFIC CONTROLLER CABINET O EET CONSTRUCT FOUNDATION PER WSDOT STD PLAN IS -1 AND INSTALL TYPE PPB SIGNAL POLE. INSTALL ONE PUSH BUTTON ASSEMBLY ON THE POLE. INSTALL WIRING PER WIRE SCHEDULE, THIS SHEET, AND WIRING DIAGRAM SH o-( LUMINAIRE ® IRRIGATION CONTROLLER CABINET 29, FOR POLE DETAILS AND LOCATION SEE POLE SPECIFICATIONS SHEET 30. VEHICLE SIGNAL HEAD ® INTERCONNECT CABINET CONSTRUCT FOUNDATION PER WSDOT STD PLAN J -20.16 AND INSTALL TYPE PS SIGNAL POLE. INSTALL ONE p VEHICLE SIGNAL HEAD (LEFT OR RIGHT TURN) 0� RAPID RIDE ITS CABINET 0 1B PEDESTRIAN SIGNAL HEAD AND ONE PUSH BUTTON ASSEMBLY ON THE POLE. INSTALL WIRING PER WIRE SCHEDULE, TENON (FUTURE HEAD LOCATION) — - - — — - - — CONDUIT THIS SHEET, AND WIRING DIAGRAM SHEET 29. FOR POLE DETAILS AND LOCATION SEE POLE SPECIFICATIONS SHEET Q 30. �..► PEDESTRIAN SIGNAL HEAD WIRE NOTE EVPE O CONSTRUCTION NOTE 0 O CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL THREE VEHICLE SIGNAL HEADS, ONE TYPE 711 EMERGENCY PRE- EMPTION DETECTOR (PER COR STD DWG J032) AND TWO O POLE CONSTRUCTION NOTE SIGNS ON THE MAST ARM. INSTALL ONE 105W LED 240V DECORATIVE ROADWAY LUMINAIRE (SEE LUMINAIRE PLANS ' MAST ARM /POLE MOUNTED SIGN FOR DETAILS) AND ONE VEHICLE DETECTION CAMERA ON THE LUMINAIRE ARM. INSTALL ONE SIGNAL HEAD, TWO VEHICLE DETECTION ZONE (SHOWN SIGN NOTE Q PEDESTRIAN SIGNAL HEADS, ONE PUSH BUTTON ASSEMBLY (WITH DUAL DIRECTIONAL ARROW), ONE TERMINAL CABINET —� FOR REFERENCE ONLY) OLE LOCATION O WIRE SCHEDULE OJ i �GOa CGS S00JC` y2``1 ��G�� kaKD ` `o ems\ O�l� 0 k ti �0 G 1 2" DATE: FE82012 �I O a S SPARE 2 2° 3 z N 2 czi z 3 4 2° 4" 2 EX) WITH FLEXIBLE FABRIC INNERDUCT 5 6 EX 2" 4• 2 (EX) SPARE NTH FLEXIBLE FABRIC INNERDUCT 7 2° 2 4 3 8 9 3" EX 2" 4 4 4 2 1 1 (EX) REFEED EX INTCONNECT CABLE 10 3" 2 1 11 2° 2 12 20 2 2 3 13 2" 2 14 3° 4 5 1 15 2" 1 6 1 16 3" 6 4 1 1 17 3" 6 1 1 1 18 3" 3 2 1 19 20 2° 2° 2 21 22 3° 4" 4 11 7 14 2 1 2 1 (EX) 1 (EX) 23 2° 1 24 2" 2 3 25 2" 2 2 26 2° 5 27 2° 2 28 4" 7 7 2 1 29 2° 4 (EX) 30 EX 2" 1 (EX 1 (EX) 31 32 2° 2° 1 EX) WITH FLEXIBLE FABRIC INNERDUCT 33 2" 1 34 3" 6 1 1 1 35 36 3° 3" 2 2 1 3 ONE IS GROUND 37 2° 3 ONE IS GROUND 38 2° 1 1 39 2" 1 3 NOTES: 1. ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT UNDER ROADWAY USE GALVANIZED RIGID PVC SCH 80 CONDUIT. 2. ALL TWISTED PAIRS ENTERING SIDEWALK SHALL BE INSTALLED IN 2" CONDUIT. 3. ALL CONDUITS CONTAINING COPPER CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". NUMBER I REVISION DESCRIPTION ►'Zy C1Gq,V� P� k 3��a �0r 1� /S HJT 107/20141 Fos .srEa �� TONAL ti� 01. BY APP. DATE AND APPLY DECAL NUMBERING (WITH COR POLE ID # PER CDR STD PLAN J009) ON THE POLE. FOR P AND DETAILS SEE POLE SPECIFICATIONS SHEET 30 AND SPECIAL PROVISIONS. O ® CONSTRUCT FOUNDATION PER WSDOT STD PLAN J -20.16 AND INSTALL TYPE PS SIGNAL POLE. INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE PUSH BUTTON ASSEMBLY ON THE POLE. INSTALL WIRING PER WIRE SCHEDULE, THIS SHEET, AND WIRING DIAGRAM SHEET 29. FOR POLE DETAILS AND LOCATION SEE POLE SPECIFICATIONS SHEET 30. 0 O CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL FOUR SIGNAL VEHICLE R I O DECORATIVE WAY LUMINAIRE LUMINAIRE PLANS FOR DETAILS) AND VEHICLE DETECTIONC CAMERA ONTHELUMINAI E ARM. INSTALL ONE TERMINAL CABINET AND APPLY DECAL NUMBERING (WITH CDR POLE ID # PER CDR STD PLAN J009) ON THE POLE. FOR POLE LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEET 30 AND SPECIAL PROVISIONS. 0 ® CONSTRUCT FOUNDATION PER WSDOT STD PLAN IS -1 AND INSTALL TYPE PPB SIGNAL POLE. INSTALL ONE PUSH BUTTON ASSEMBLY ON THE POLE. INSTALL WIRING PER WIRE SCHEDULE, THIS SHEET, AND WIRING DIAGRAM SHEET 29. FOR POLE DETAILS AND LOCATION SEE POLE SPECIFICATIONS SHEET 30. CONSTRUCTION NOTES (CONTINUED) 14 ABANDON EXISTING VEHICLE DETECTION LOOPS AND REMOVE LOOP ASSOCIATED WIRING TO CONTROLLER. 15 FOR LUMINAIRE AND POLE REMOVAL, RELOCATIONS MODIFICATIONS AND INSTALLATION CONSTRUCTION NOTES SEE ILLUMINATION PLANS, 16 EXISTING JUNCTION BOX TO REMAIN. FOR WIRING /CONDUIT MODIFICATIONS SEE WIRE SCHEDULE THIS SHEET. 17 REMOVE EXISTING JUNCTION BOX AND COMPACT AND BACKFILL VOID PER SPECIAL PROVISIONS. REMOVE EXISTING UNUSED WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. 18 FURNISH AND INSTALL TYPE 25 -TA VAULT AND TERMINATE 12 -CT CABLE IN THE PATCH PANEL LOCATED INSIDE THE TRAFFIC CONTROLLER CABINET, COORDINATE FIBER TERMINATION WITH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR. 19 FOR CONDUIT /WIRING CONTINUATION SEE ILLUMINATION SHEET 23. ©0 INSTALL CONDUIT STUBOUT FOR FUTURE VEHICLE DETECTION LOOP INSTALLATION. 21 IRRIGATION CONTROLLER LOCATION. PROVIDE AND INSTALL IRRIGATION CONTROLLER AND ALL ASSOCIATED CONDUIT /WIRING / EQUPMENT PER IRRIGATION PLAN SHEET 39 AND THESE PLANS. ©INTERCEPT EXISTING CONDUIT RACEWAY AND INSTALL ADDITIONAL CONDUIT TO NEW JUNCTION BOX. INSTALL/MODIFY CONDUCTORS PER WIRE NOTES, THIS SHEET. ©3 FOR BICYCLE DETECTOR PAVEMENT MARKER DETAIL SEE CHANNELIZATION AND SIGNING PLANS. ® TERMINATE EXISTING 12PR INTERCONNECT INSIDE JUNCTION BOX. ©5 TIE WRAP SPARE FLEXIBLE FABRIC INTERDUCT PER MANUFACTURER RECOMMENDATIONS. © ADJUST EXISTING JUNCTION BOX TO NEW GRADE. 0 INSTALL SCHEDULE 80 PVC CONDUIT RISER 10' UP EXISTING POWER POLE FOR PSE CONNECTION. ® LUMINAIRE4POLE. EAPROVIDE EAND INSTIALLNONE TYPE H711FEMERGENCY PRE- EMPTION DETECTOR. SEE SPECIAL PROVISIONS. 70 29 CONSTRUCT FOUNDATION FOR FUTURE RAPID RIDE ITS CABINET PER DETAIL, SHEET 31. ,04g LOCATION OF FUTURE RAPID RIDE WAP ANTENNA. Q ® CONSTRUCT FOUNDATION D VEHICLE SIGNAL HEADS, ONE TYPE A 11 EMERGENCY PRE- O LUMINAIRE ARMS. INSTALL EE EMP11ON DETECTOR (PER CDR STD DWG 032) AND TWO SIGNS ON THE MAST ARM. INSTALL TWO 105W LED 240V DECORATIVE ROADWAY LUMINAIRES (SEE LUMINAIRE PLANS FOR DETAILS) AND ONE VEHICLE DETECTION CAMERA ON THE LUMINAIRE ARM. INSTALL ONE VEHICLE SIGNAL HEAD, O TWO PEDESTRIAN SIGNAL HEADS, ONE PUSH BUTTON ASSEMBLY, ONE TERMINAL CABINET AND APPLY DECAL 0 NUMBERING (WITH CDR POLE ID # PER COR STD PLAN J009) ON THE POLE. FOR POLE LOCATION AND DETAILS SEE 5 POLE SPECIFICATIONS SHEET 30 AND SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN IS -1 AND INSTALL TYPE PPB SIGNAL POLE. INSTALL ONE PUSH BUTTON ASSEMBLY ON THE POLE. INSTALL WIRING PER WIRE SCHEDULE, THIS SHEET, AND WIRING DIAGRAM SHEET 29. FOR POLE DETAILS AND LOCATION SEE POLE SPECIFICATIONS SHEET 30. 0 FOR LUMINAIRE POLE INSTALLATION AND LOCATION SEE ILLUMINATION PLANS. INSTALL ONE VEHICLE SIGNAL HEAD, 4 © ONE PEDESTRIAN SIGNAL HEAD AND ONE SIGN ON THE POLE. SIGNAL EQUIPMENT INSTALLATION LOCATIONS AND ORIENTATIONS SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER. SIGNAL EQUIPMENT MOUNTING HEIGHT SHALL BE PER SIGNAL POLE SPECIFICATIONS SHEET 30. O FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, INCLUDING VEHICLE DETECTION VIDEO SYSTEM, REMOVE EXISTING SIGNAL BRIDGE AND ALL ASSOCIATED EQUIPMENT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2 FEET BELOW PROPOSED GRADE AND BACKFILL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. SALVAGE EXISTING SIGNAL EQUIPMENT AS DETERMINED BY THE ENGINEER IN FIELD AND PER SPECIAL PROVISIONS. ® FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, INCLUDING VEHICLE DETECTION VIDEO SYSTEM, REMOVE EXISTING SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2 FEET BELOW PROPOSED GRADE AND BACKFILL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. SALVAGE EXISTING EQUIPMENT AS DETERMINED BY THE ENGINEER IN FIELD AND PER SPECIAL PROVISIONS. OCONSTRUCT COMBINATION TRAFFIC CONTROLLER /BPS /ELECTRICAL SERVICE CABINETS FOUNDATION PER DETAIL SHEET 31. FURNISH AND INSTALL TYPE "P" CONTROLLER CABINET, CONTROLLER, ALL ASSOCIATED EQUIPMENT AND CONNECT FIELD WIRING. FURNISH AND INSTALL BPS CABINET PER SPECIAL PROVISIONS. PROVIDE AND INSTALL FULLY FURNISHED 120/240V ELECTRICAL SERVICE CABINET PER CDR STD DWG J010, CONNECT ALL FIELD WIRING AND COORDINATE THE METER BASE INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. FOR PANEL SCHEDULE SEE ILLUMINATION PLANS, SHEET 23. COMBINATION FOUNDATION TO BE LOCATED AT LOGAN AVE N, AT APPROXIMATE STA 15 +65, 46.0' LT (VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD). 10 FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING SIGNAL CONTROLLER CABINET, SIDE MOUNTED ELECTRICAL SERVICE CABINET AND ALL ASSOCIATED EQUIPMENT /CONDUIT /WIRING (SALVAGE PER SPECIAL PROVISIONS). REMOVE FOUNDATION AND COMPACT AND BACKFILL VOID PER SPECIAL PROVISIONS. 11 EXISTING INTERCONNECT CABINET TO REMAIN. MODIFY ASSOCIATED WIRING PER WIRE SCHEDULE THIS SHEET, 12 VIRTUAL VEHICLE DETECTION ZONE. SHOWN FOR REFERENCE ONLY. FINAL ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 13 INSTALL NEW VEHICLE ADVANCED DETECTION LOOP PER WSDOT STD PLANS J -8c AND J -8d. SEE SPECIAL PROVISIONS. SURVEYED: KPG DRAWN BY: JC DESIGN BY: JC CHECK BY: HJT PROJ MGR: NJD FILE: 08046SIG01.dwg 3E0PCw'Q' 753 9th Ave N 2502 Jefferson Ave Seattle, WA 98109 Tam, WA98402 (206) 286-1640 (253) 627 -0720 www.lpg.00m NOTES 1. CAMERAS RELOCATED TO MAST ARMS FROM LUMINAIRE ARMS. 2. ALL SIGNAL HEADS USED "M" MOUNTING. ti ONLY ION LY 00 R3 -5 (36" x 36 ") 6" LETTERS . I• min • 1 VAII 8 8 cz) OO 0 D3 -1 MOD R3 -8 MOD (120" x 24 ") (36" x 36 ") 9" & 6" LETTERS 6" LETTERS r ONLY ONLY R3 -8 MOD (48" x 36 ") 6" LETTERS R- 361481 'r ONLY 11110 111 • I 1 1 0 O D3 -1 MOD (120" x 24 ") 9" & 6" LETTERS NOTE: 1. MAST ARM MOUNTED STREET NAME SIGNS SHALL BE ALUMINUM, REFLECTORIZED WITH DIAMOND VIP GRADE SHEETING (WHITE ON GREEN BACKGROUND). 2. SIGN INSTALLATION SHALL BE PER WSDOT STD PLAN G- 30.10 -01. A CITY OF RENTON SOUTH LAKE WASHINGTON RECORD wu ROADWAY IMPROVEMENTS DRAWINGS Public Works Department PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION SIGNAL PLAN BASED ON CONSTRUCTION RECORDS BY. DATE: Logan N Park 1 0 0 D3 -1 MOD (84° x 24 ") 9" & 6" LETTERS O O D3 -1 MOD (Be x 24 ") 9" & 6° LETTERS CALL 3 WORKING DAYS BEFORE YOU DIG: 811 SHEET NO. 28 OF 53 28 DRAWING NO PROJECT NO. 11156 FED AID NO. DATE: FE82012 SHEET NO. 28 OF 53 8 O aT ° ' C ° mm 3 v2 m 8 X! n Cc o C! L m rl 8 W aT 1 9 < czi �I O a S 8 O aT ° ' C ° mm 3 v2 m 8 X! n Cc o C! r 8 aT 1 9 < czi O O a S o I--► I m 3 z N 8 O a �8 M ° S czi z INPUT 6 x ro U 1 it Y� W Q � � N U Q d U v w � it N � N N W o� a ° N s 2 �o DI a GM O a A� w GRI ° n 2 o w B, F GRI 0 2 24V POUR 1 24V RTN 2 B - w- B - W- B - W- B - W- B - W - B - W - B - W - rB- -w- - B - -W- -B- -W- -B- -W - B - W- -B- -w- -B- w _W_ B- -W- B- W- B- B- W- 6- W- GROUND M 3 EMoC 24V PWR 1 24V RTN 2 GROUND 3 Ji 24V PWR 1 24V RTN 2 No GROUND 3 24V PWR 1 24V RTN 2 ®C GROUND 3 L • B W G B W G B W G B W G B B B B c o o J � ©C B - w- B - W- B - W- B - W- B - W - B - W - B - W - rB- -w- - B - -W- -B- -W- -B- -W - B - W- -B- -w- -B- w _W_ B- -W- B- W- B- B- W- 6- W- �©C M EMoC 11mo- L • B W G B W G B W G B W G B B B B c o o J C B - w- B - W- B - W- B - W- B - W - B - W - B - W - rB- -w- - B - -W- -B- -W- -B- -W - B - W- -B- -w- -B- w _W_ B- -W- B- W- B- B- W- 6- W- C M C 11mo- No ®C �mC OC IM13- IM13- 19111-B- ®C 13 B W G B W G B W G B W G B B B B c o o J C B - w- B - W- B - W- B - W- B - W - B - W - B - W - rB- -w- - B - -W- -B- -W- -B- -W - B - W- -B- -w- -B- w _W_ B- -W- B- W- B- B- W- 6- W- C M C 11mo- No ®C �mC OC IM13- IM13- 19111-B- 13 OUTPUT 721 DON'T 722 WALK 723 COM 726 SPARE 727 SPARE 741 DON T 742 WALK 743 COM e 746 SPARE 747 1 SPARE 761 DON'T 762 WALK 763 COM a 766 SPARE 767 SPARE 781 DON T 782 WALK 783 COM a 786 SPARE 787 1 SPARE 7 -2CS F- W z m Q U Q �L N z ° O V � V o LL w LL a H 4 0 G B W R 0 G B W J -BOX e a a a N ° J U i h L53 e I 554 224 0 TYPE PS POLE #2A 3 O' EVPE C2 587 LR- 588 Y 589 L EXISTING n EX J -BOX LUMINAIRE 0k POLE l 'I rol I�rn R 611 M 631 I�I-R 631 I4+-R- -- LUMINAIRE AE L � "" 3C5 WTI VYO ITW 5 -2CS 732 G 812 Y 632 Y 632 VIDEO R 6D1 R 733 W O w e 633 G c 63 G MDEO SPLICE 736 0 G 613 12 ENCLOSURE 6D1 R 0 6D2 0 J BOX B 614 M 634 B- 634 B Y 6D2 0 G 6D3 G TERMINAL B " W 616 636 W 636 W 6D3 G B 6D4 B U 7 31 6D2 0 6D4 B W 6D6 W CABINET o, o} J O 6D3 G CAM 3 6D6 W LG "n N 2CSZC�S R 611 }u 32 /OLDI R OLD2 N EVPE B �B J -BOX mmG 613 °' W 616 J -BOX 11 ;S V1DE0 DIED SC SC L64 LOLC !CS -S 5C 5 DEO 2CS 2CS , 3CS 5C R=361482 L,4 5 -2CS DON T 741 R PPB 46 WALK 742 G 13 J -BOX COM 743 W C s, 43/OLB 651 R L13 P B 745 W PAR 746 0 6 si? R 641 R NOTE: ILLUMINATION AND INTERCONNECT 652 0 PAR CIRCUITS ARE NOT SHOWN. GROUND PPB 4g 6�6A CAM 4 f G 644 c 42 41 WIRES ARE NOT SHOWN. 51 6C7��W POLE #5 POLE #4 TERMINAL CABINET 27 MDEO SPUQ ENCLOSURE M 26 LUMINAIRE \ POLE . 5C--1 3CS 0 581 IBLLM EVPE A I1D:I1r M3004 N w = _ � PARK DR x-06 PEDS— I k.-00LC 05 1 a —06 01 02 -i► a LOGAN +f02 PE AVE N A 03 Q J -BOX r 52 6 22 U W CAM 2+ a N oFj � W s o� w� °Q s� a POLE #3 a a a•. I—v ° l �� JJ OL2 -2CS CALL 3 WORKING DAYS G 683 GREEN m x JJ PARE °In W 6B6 COM 4 -2CS _anX I`: PPB 724 SYS21 YS2 BEFOR 8 1 DIG: POLE #3A 7zs CrGq SURVEYED: KPG 3 REVISION 1: PEDESTRIAN PATH ADDITION — CO 15 JC 07/12/1 2 pS wgsni Kp� d3 - CI'T'Y OF RENTON SOUTH LAKE WASHINGTON DRAWING NO. 29 oe y '� DRAWN BY: JC RECORD o PROJECT NO. 11156 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07/2014 �� DESIGN BY: JC 753gIry Ave N 2562 Jefferson Ave Public Works Department ROADWAY IMPROVEMENTS CHECK BY: HJT SeaMe,WA98109 Time, WA 98402 DRAWINGS FED AID NO. PST kOQ93F °�� ?��q 01u< PROJ MGR: NJD (206) 28&1640 (2 5 3) 6 27 -072 0 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION DATE: FEB 2012 WIRING DIAGRAM TONAL bNV` 11 �yg�com BASED ON CONSTRUCTION RECORDS BY. DATE: SHEET NO. 29 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE O FILE: 08046SIG01.tlwg � � C � m O n � i vz m m � n S M o o is K 6z] € ; Z x C aM x Nz m ig M n D c r ya E z `-3 0 � � O N a �O _o 3 o I� 3 z I i 8 ° a � n m G 7 -2CS F- W z m Q U Q �L N z ° O V � V o LL w LL a H 4 0 G B W R 0 G B W J -BOX e a a a N ° J U i h L53 e I 554 224 0 TYPE PS POLE #2A 3 O' EVPE C2 587 LR- 588 Y 589 L EXISTING n EX J -BOX LUMINAIRE 0k POLE l 'I rol I�rn R 611 M 631 I�I-R 631 I4+-R- -- LUMINAIRE AE L � "" 3C5 WTI VYO ITW 5 -2CS 732 G 812 Y 632 Y 632 VIDEO R 6D1 R 733 W O w e 633 G c 63 G MDEO SPLICE 736 0 G 613 12 ENCLOSURE 6D1 R 0 6D2 0 J BOX B 614 M 634 B- 634 B Y 6D2 0 G 6D3 G TERMINAL B " W 616 636 W 636 W 6D3 G B 6D4 B U 7 31 6D2 0 6D4 B W 6D6 W CABINET o, o} J O 6D3 G CAM 3 6D6 W LG "n N 2CSZC�S R 611 }u 32 /OLDI R OLD2 N EVPE B �B J -BOX mmG 613 °' W 616 J -BOX 11 ;S V1DE0 DIED SC SC L64 LOLC !CS -S 5C 5 DEO 2CS 2CS , 3CS 5C R=361482 L,4 5 -2CS DON T 741 R PPB 46 WALK 742 G 13 J -BOX COM 743 W C s, 43/OLB 651 R L13 P B 745 W PAR 746 0 6 si? R 641 R NOTE: ILLUMINATION AND INTERCONNECT 652 0 PAR CIRCUITS ARE NOT SHOWN. GROUND PPB 4g 6�6A CAM 4 f G 644 c 42 41 WIRES ARE NOT SHOWN. 51 6C7��W POLE #5 POLE #4 TERMINAL CABINET 27 MDEO SPUQ ENCLOSURE M 26 LUMINAIRE \ POLE . 5C--1 3CS 0 581 IBLLM EVPE A I1D:I1r M3004 N w = _ � PARK DR x-06 PEDS— I k.-00LC 05 1 a —06 01 02 -i► a LOGAN +f02 PE AVE N A 03 Q J -BOX r 52 6 22 U W CAM 2+ a N oFj � W s o� w� °Q s� a POLE #3 a a a•. I—v ° l �� JJ OL2 -2CS CALL 3 WORKING DAYS G 683 GREEN m x JJ PARE °In W 6B6 COM 4 -2CS _anX I`: PPB 724 SYS21 YS2 BEFOR 8 1 DIG: POLE #3A 7zs CrGq SURVEYED: KPG 3 REVISION 1: PEDESTRIAN PATH ADDITION — CO 15 JC 07/12/1 2 pS wgsni Kp� d3 - CI'T'Y OF RENTON SOUTH LAKE WASHINGTON DRAWING NO. 29 oe y '� DRAWN BY: JC RECORD o PROJECT NO. 11156 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07/2014 �� DESIGN BY: JC 753gIry Ave N 2562 Jefferson Ave Public Works Department ROADWAY IMPROVEMENTS CHECK BY: HJT SeaMe,WA98109 Time, WA 98402 DRAWINGS FED AID NO. PST kOQ93F °�� ?��q 01u< PROJ MGR: NJD (206) 28&1640 (2 5 3) 6 27 -072 0 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION DATE: FEB 2012 WIRING DIAGRAM TONAL bNV` 11 �yg�com BASED ON CONSTRUCTION RECORDS BY. DATE: SHEET NO. 29 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE O FILE: 08046SIG01.tlwg � � C � m O n � i vz m m � n S M o o is K 6z] € ; Z x C aM x Nz m ig M n D c r ya E z `-3 0 � � O N a �O _o 3 o I� 3 z I i 8 ° a � n m G a a a•. I—v ° l �� JJ OL2 -2CS CALL 3 WORKING DAYS G 683 GREEN m x JJ PARE °In W 6B6 COM 4 -2CS _anX I`: PPB 724 SYS21 YS2 BEFOR 8 1 DIG: POLE #3A 7zs CrGq SURVEYED: KPG 3 REVISION 1: PEDESTRIAN PATH ADDITION — CO 15 JC 07/12/1 2 pS wgsni Kp� d3 - CI'T'Y OF RENTON SOUTH LAKE WASHINGTON DRAWING NO. 29 oe y '� DRAWN BY: JC RECORD o PROJECT NO. 11156 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07/2014 �� DESIGN BY: JC 753gIry Ave N 2562 Jefferson Ave Public Works Department ROADWAY IMPROVEMENTS CHECK BY: HJT SeaMe,WA98109 Time, WA 98402 DRAWINGS FED AID NO. PST kOQ93F °�� ?��q 01u< PROJ MGR: NJD (206) 28&1640 (2 5 3) 6 27 -072 0 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION DATE: FEB 2012 WIRING DIAGRAM TONAL bNV` 11 �yg�com BASED ON CONSTRUCTION RECORDS BY. DATE: SHEET NO. 29 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE O FILE: 08046SIG01.tlwg � � C � m O n � i vz m m � n S M o o is K 6z] € ; Z x C aM x Nz m ig M n D c r ya E z `-3 0 � � O N a �O _o 3 o I� 3 z I i 8 ° a � n m G S M o o is K 6z] € ; Z x C aM x Nz m ig M n D c r ya E z `-3 0 � � O N a �O _o 3 o I� 3 z I i 8 ° a � n m G I i 8 ° a � n m G NOTES: X O 16.5 ATTACHMENT POINT I MOUNTING COUPLING INSTALLED AT OFFSET DISTANCES INDICATED IN CHART. IF TYPE CLOCKWISE TO TYPICAL "N" MOUNTING IS USED, DRILL 1" DIA HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT 50.0 BUSHING FOR CABLE ENTRANCE. COR POLE ID If O FIELD INSTALLED. TYPICAL D1 SIGNAL O FOR DECORATIVE ARM DETAILS, SEE ILLUMINATION PLANS, SHEET 26. 4 POINT SHALL CONFORM TO THE CDR STD DWG J021, EXCEPT FOR TYPE II OR III OFOUNDATIONS SIGNAL POLES SEE FOUNDATION DETAIL THIS SHEET. DEPTH [FT] FOUNDATION ELEVATION POLES WITHOUT LUMINAIRE ARMS (TYPE II) SHALL BE PROVIDED WITH A STATION OSIGNAL REMOVABLE RAINTIGHT GALVANIZED STEEL CAP HELD IN PLACE WITH STAINLESS STEEL Al CAP SCREWS. E 0 O THE CONTRACTOR SHALL MAINTAIN 10" MAX HORIZONTAL CLEARANCE BETWEEN FACE I B2 OF CURB AND FACE OF PUSHBUTTON. THE CLEARANCE SHALL BE VERIFIED BY THE B5 ENGINEER IN THE FIELD PRIOR TO CONSTRUCTION OF FOUNDATION. 1 B7 CAMERA /HOUSING (1 �- TILT &PAN BRACKET VIDEO SPLICE WTH DRIP LOOP )III WEATHERTIGHTECABLLEU ENTRANCES CABLE CLAMP (BAND CLAMP IS UNACCEPTABLE) MAST ARM VIDEO DETECTION NOTES 1. ALL GROMMET ENTRANCES SHALL BE SUITABLE FOR THE SIZE AND SHAPE OF CABLE. 2. CAMERA ROTATION IN HOUSINGS TO BE ADJUSTED TO PROVIDE LEVEL MONITOR PICTURE. 3. DRIP LOOP SHALL BE 6 TO 8 INCHES. 4. ALL HARDWARE FASTENERS SHALL BE STAINLESS STEEL, TORQUED TO MANUFACTURER'S RECOMMENDATIONS WITH LOCKNUTS. 5. POWER LEADS SHALL BE INSTALLED WITH SUITABLE COPPER OPEN SPACES. 6. BNC CONNECTORS SHALL CONFORM TO VIDEO VENDORS RECOMMENDATION. 7. CONTRACTOR SHALL UTILIZE TOOLS AS RECOMMENDED BY VIDEO VENDOR. 8. TILT AND PAN BRACKET, SENSOR BRACKET SHALL BE ALODINED ALUMINUM. 9. THE UNIVERSAL HUB PLATE SHALL BE CAST ALUMINUM - 6063 -T6. 10. ALL FASTENER PENETRATIONS OF CABINET SHALL BE SEALED WITH APPROVED METHOD. OCAMERA MAST -ARM MOUNTING DETAIL NTS TYPE PPB OR TYPE PS POLE TOP OF CEMENT CONCRETE PEDESTRIAN CURB OR CEMENT CONCRETE PEDESTRIAN ISLAND TYPE PPB OR TYPE PS POLE FOUNDATION PEDESTRIAN APS PUSH BUTTON STATION. ORIENTATION SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD 00 0 N v 10" MAX TOP OF CEMENT 1UNLKtIt. KAMF TYPE 2 OR CEMENT _ CONCRETE i II`IC PEDESTRIAN PATHWAY PEDESTRIAN PUSH BUTTON OFFSET DETAIL F NTS J J co 2 r, j I p O � TYPE PPB 4 (PED PUSH BUTTON POST) (PED HEAD STANDARD) ALL HANDHOLES AT 180' X SIGNAL HEAD /HARDWARE 16.5 ATTACHMENT POINT I ANGLE DEGREES s TENON CLOCKWISE TO TYPICAL 90' ATTACHMENT POINT 50.0 FROM 0') COR POLE ID If FIELD LOCATION 0 180 TYPICAL D1 SIGNAL h ARM ATTACHMENT 4 POINT o (T)OTALZ) FT-3 - POLE ORIENTATION 270' ANGLE P.O.A.) DEGREES CLOCKWISE FROM \R BASE POINT 0 OFFSET LINE TO 0' POINT LOCA110N STATION g0' RDgpAgy PLAN VIEW POLE ORIENTATION & ATTACHMENT POINT DETAIL O LEGEND a. VEHICLE SIGNAL HEAD k. HANDHOLE, PER CDR STD DWG J021 b. SIGN, PER WSDOT STD PLAN G- 30.10 -00 m. VIDEO DETECTION CAMERA c. DECORATIVE LUMINAIRE ARM n. TENON d. EMERGENCY VEHICLE PRE- EMPTION DETECTOR e. SIGNAL MAST ARM TOP OF FOUNDATION ELEV� FULL DEPTH BACK OF SIDEWALK EXPANSION JOINT OUTLINE OF 1 0 \ 1 CONCRETE PAD 1 I ° O ° 1 CONSTRUCT PLATE ORIENTATION ° / CONCRETE PAD VARIES \ _ WHEN SIGNAL /PEDESTRIAN f6" FROM FACE OF POLE IS PLACED BEYOND BACK OF FOUNDATION SIDEWALK BACK OF SIDEWALK / FOUNDATION LAYOUT DETAIL f. LUMINAIRE g. PEDESTRIAN SIGNAL CALL 3 WORKING DAYS HEAD BEFORE YOU DIG: 811 h. TERMINAL CABINET f j. PEDESTRIAN PUSH BUTTON ASSEMBLY, PER CDR STD FOR DECORATIVE ROADWAY DWG J025 LUMINAIRE DETAILS (TYPE I, TYPE II, OR APPROVED EQUAL) SEE ILLUMINATION DETAILS SHEET 26. E PHOTOCELL LOCATION PER PLANS. SIMPLEX MOUNT 81 B2 83 B4 B5 m 1 d a ° b B6 B7 B8 n b B9 BID B11 1 a - -- ------ - b a a B12 b EXAMPLE, SIGNAL - ------ - - - - - -- SIGNAL STANDARD # STANDARD N0. 2, ROAD 2 a Pa ROAD LOG # 4-1/2" LOG #, MP 13 )J" -16" BASE DIA LH "I"19 J J J J. 00 m k� 0 I iv tO � 1 TYPE I 4 (VEHICLE HEAD STANDARD) X X X X X 9 0 1 5 2 (4) STANDARD SLOTS ACCEPTING: ROUND SMOOTH STEEL X X .X X .X X 02 .01 .09 , 13/4" GA 1 GALVANIZED x 60" LONG (O.P4 " /FT POLE ER) � GALVANIZED ANCHOR BOLTS COUNTY ROAD NUMBERS SHALL BE A 1.5 " -2" A36 STEEL PLATE MILE POST # MINIMUM OF 3/8" HIGH 18 " -22" SO SIGNAL STANDARD IDENTIFICATION TAG DETAIL 18 -22 "0 BOLT CIRCLE SIGNAL POLE SPECIFICATIONS: POLE MANUFACTURER TO VERIFY ATTACHMENT HEIGHTS TO ENSURE DEADLOAD SAG VERTICAL CLEARANCE ON MAST ARM DOES NOT LOWER SIGNAL HEADS BELOW MINIMUM: 16' -6" VERTICAL CLEARANCE REQUIREMENTS. FULFILL MUTCD REQUIREMENTS ROADWAY BASE PLATE DETAIL R=36148 LIMITS OF VERTICAL CLEARANCE REQUIREMENT CURB OR EDGE OF SHOULDER G�� 19 PAINT SPECIFICATIONS: ALL STEEL SIGNAL POLE PARTS SHALL BE GALVANIZED. ALL POLE METAL COMPONENTS SHALL BE FACTORY PRIME AND POWDER COATED. FINISH COLOR: RAL 1 9005TX "JET BLACK" (SEE SPECIAL PROVISIONS) (OPPOSITE MAST ARM)- G Do �h a ZZ 0 o N 00 I ° o L� ^ o 0 I F z F Z O <II Q1 7691F 16 - O2 7693F 3O 7694F ® 7696F (D NUMBER 49.0' X III 16.5 AKM JKiNAL JIANUAKU I I s TENON ss MOUNTING COUPLING INSTALLED ON THE BACK OF MAST ARM. SIGNAL STANDARD DETAIL CHART 50.0 50.0 POLE NOTE COR POLE ID If FIELD LOCATION POLE TYPE MOUNTING HEIGHT [FT] ARM LENGTH [FT] - OFFSET DISTANCES [FT] (Z) (POLE CL TO ATTACHMENT POINT) WINDLOAD AREAS [FT2] (X)(Y) - (T)OTALZ) FT-3 - POLE ATTACHMENT POINT ANGLES [DEG] DEPTH [FT] FOUNDATION ELEVATION REMARKS STATION OFFSET LT RT Al I A2 E I C I B1 I B2 B3 I B4 B5 86 1 B7 1 88 1 69 810 B11 1 Bit I B1 B2 I B3 I B6 I B7 1 88 1 89 1 B10 T B11 FB12 A/B I C I D E G H J1 I J2 I K 3' RD 3' SQ 4' RD 5' RDI Q1 7691F 16 - O2 7693F 3O 7694F ® 7696F (D NUMBER 49.0' X III 16.5 35' 60.0 12' 57.0 - 54.0 50.0 50.0 41.5' X - PPB - - - - - - - - - 47.7' X - PS - - - - - - - - - 30.8' 3 X III 18.5 35' 25.0 12' 24.5 23.0 - 21.0 - 67.9' 4 X PS - - - - - - - - - 59.1' X III 17.0 35' 60.0 12' 57.5 - 54.5 - - 36.0' - - - - - 14.1 - - 9.0 14.1 - 36.9' 14.0 935 - 19.0 35' 35- . 0 31- . 9 - - - - 4 45.7' - - - - - - - - - - - - - - 1 - P CIG,4 - JC 49.5 ._ . ._ IT1NG POLE #2 - CO #17 6 19 13 PST kF393^o ��r u CONSTRUCTION RECORDS VS HJT FIB/ 7 2014 FSSIONAL EN tie REVISION DESCRIPTION BY APP. I DATE LOGAN AVE N / N PARK DRIVE & GARDEN AVENUE N 49.0 - 45.0 - 37.0 25.0 12.0 9.2 - 9.0 m - 9.2 - 9.2 9.2 20.0 2235 - 0' - 0' 180' 180' - - - - - - - - - - - - - - - - - - - - - - - - WSDOT STANDARD DETAIL IS-1 DRAWING NO. 30 PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEET NO. 30 OF 53 - 17.0 11.0 - - - 5.5 9.2 14.1 - - 9.0 14.1 - - - 14.0 935 - 0' - 0' - - - - - - - - - - - - - - - - - - - - - - - - - - 49.5 - 37.5 25.5 15.0 9.2 - 9.0 - - 9.2 - 9.2 9.2 20.0 2355 - 0' - 0' - 180' - - - - - - - - - - - - - - - - - - - - - - - - - - 19.9 13.9 - 7.9 2.9 9.2 - - - - 9.2 12.0 - 14.1 14.0 830 180' 05. - 0' 90' 180' 1 - - - - - - - - - - - - - - - - - - - - - - - - SURVEYED: KPG DRAWN BY: JC DESIGN BY: JC CHECKBY: HJT PROJ MGR: NJD FILE: 08046SIG01.dwg 7539th AveN 2502 Jefferson Ave Seek WA 98109 hoorna,INA98402 (206) 286-1640 (253) 627 -0720 www.kpg.com � CITY OF RENTON .0 Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS 180' r., � w C mm m " 180' - o�z STANDARD DETAIL IS -1 29.72' m �z - - 180' - w w ° z 32.72' mz M - - F? w DETAIL J -20.16 32.75' 180' - 29.59' - 28' 22' - 16' - - 28' 22' 16' - SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS SIGNAL POLE SPECIFICATIONS II P�- 3�( ya"� 30.15' IB M C mm 29.84' 3 PER WSDOT STANDARD DETAIL IS -1 29.72' m PER WSDOT STANDARD DETAIL J -20.16 32.19' 3 32.72' PER WSDOT STANDARD DETAIL J -20.16 32.75' 29.59' PER WSDOT STANDARD DETAIL IS -1 29.32' 29.27' PER WSDOT STANDARD DETAIL IS-1 DRAWING NO. 30 PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEET NO. 30 OF 53 C3 1 �o � m z 0 a� 3 NB M ( I I I o c ry 1 =o € w z - �0 1 o H-+ 3 z I I I IB M C mm a o 3 D 6 R � N T m M n I I I C3 1 �o � m z 0 a� 3 NB M ( I I I o c ry 1 =o € w z - �0 1 o H-+ 3 z I I I IB M O a o D 6 R � N T 0 COMBINED SERVICE /BBS CABINET TYPE P CONTROLLER CABINET SHIN SEE #4 HO ( EQUAI r D A m M � � r + n N m CO NOTE 5 ELEVATION VIEW IV 111 L L VU VVI \I \LCTED TO NE CORNER SIGNAL POLE DIAMETER PLASTIC DRAIN (ONE PER CABINET) ASEE NOTE 7 ASEE NOTE 7 NOTE 5 CONTROLLER CABINET 10" WIDTH + 1" 10" NTS COMBINATION \,-#4 HOOPS SERVICE I I WIDTH 10" WIDTH CABINET 1 10" PLAN VIEW R:: A I 1 ` -2" HORIZONTAL 0 COMBINED FOUNDATION REINF. BAR DIAGRAM 6 PIECES \-3 - #4 REINFORCING BAR (EQUAL SPACES) 0 COMBINED CONTROLLER / BBS / RAPID RIDE CABINET FOUNDATION m D A z M m 31" 24" SERVICE TSC r 1 r 25 -TA 7.0" —7 6' 7.0" 4-2" CONDUITS, CONDUIT MEASUREMENTS ARE TO CENTER OF CONDUIT 10.5" 10.5" TYPE 2 JB L — — — — SIGNAL NW CORNER �J SIGNAL POLE 1" TYP N U SIDEWALK PLAN VIEW 0 RAPIDRIDE CABINET FOUNDATION LAYOUT NTS 10 NOTES 1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT PAD TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE TOP AND SIDEWALK ABUT. MOUNT TOP SHALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF SECTION 8 -14.3 IN THE WSDOT STANDARD SPECIFICATIONS. 2. PAD MOUNT DESIGN IS TYPICAL. SEE PLANS FOR TOTAL NUMBER OF CABINETS TO BE INSTALLED AT EACH LOCATION. 3. PLACE SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET. 4. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET MANUFACTURER AND SUBMITTED TO THE ENGINEER FOR APPROVAL. 5. CONDUIT SIZES /QUANTITIES FOR THE CONTROLLER AND ITS CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION. 6. CONCRETE SHALL BE CLASS 3000. 7. 2" CONDUIT SHALL BE PLACED FROM THE BBS TO THE CONTROLLER CABINET, AND FROM THE BBS TO THE ITS CABINET. 8. EACH CABINET SHALL HAVE A V DIAMETER PLASTIC DRAIN PIPE. 9. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS. 10. WHERE CABINETS ARE TO BE INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE USED. 11. SEE PLANS FOR LOCATION AND ORIENTATION IN RELATION TO TRAFFIC SIGNAL, ELECTRICAL SERVICE AND IRRIGATION CABINETS. 12. INSTALL THE KING COUNTY METRO FURNISHED 336A CABINET ON THE NEW FOUNDATION. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN ON THE PLANS. SEE PLAN SHEETS FOR RAPIDRIDE (RRIDE) CABINET LOCATION. 13. THE CABINET FOUNDATION SHALL BE CLASS 3000 CONCRETE. 14. INSTALL #4 REBAR AT THE CORNERS OF THE CABINET FOUNDATION. THE REBAR SHALL EXTEND 12" INTO THE CABINET PAD IF ONE IS INCLUDED. THE REBAR IS NOT REQUIRED FOR CABINETS INSTALLED INTO EXISTING SIDEWALK OR ASPHALT PAVEMENT. 15. ANCHOR BOLTS AND DATA FOR SPACING SHALL BE SUPPLIED BY THE CABINET MANUFACTURER. 16. IF CABINET IS INSTALLED IN EXISTING SIDEWALK OR ASPHALT PAVEMENT, THE CABINET FOUNDATION SHALL EXTEND 18" BELOW FINISHED GRADE AND THE FULL CABINET PAD IS NOT REQUIRED. 17. SEAL CABINET TO FOUNDATION WITH GRAY OR CLEAR SILICON TO PREVENT MOISTURE FROM ENTERING THE CABINET. R- 361484 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 1 r —Unc nnrry nwL. — w o Lv 1 SURVEYED: KPG p P , 1GAN! �� 1 a�— DRAWING NO. 31 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07/2014 ' 0` ` " "'F %k DRAWN BY: JC RECORD CITY �F RENT�N SOUTH LAKE WASHINGTON �` PROJECT NO. 11156 DESIGN BY: JC 7539th Ave 2502 Jefferson Ave DRAWINGS Public Works Department ROADWAY IMPROVEMENTS CHECK BY: HJT Seaftle, WA 98109 Tacoma, WA 9 Ave FED AID NO. PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION 393 1 r �� p � PROJ MGR: NJD (20612661640 (25 31 627-0720 SIGNAL DETAILS DATE: FEB 2012 � G1 � BASED ON CONSTRUCTION RECORDS SHEET NO. 31 OF 53 SrOxnc E� BY: DATE: NUMBER REVISION DESCRIPTION BY APP. DATE O FILE: 08046SIG01.dwg D C �I � � 0 a > C I \ M w z ax 3 - #4 REINFORCI ^' z G BAR m 4 o a 1°a Z M E i Fo = o (EQUAL SPACES) 2 0 o C F m mm z � 3 I 03 z m M CONTROLLER CABINET 10" WIDTH + 1" 10" NTS COMBINATION \,-#4 HOOPS SERVICE I I WIDTH 10" WIDTH CABINET 1 10" PLAN VIEW R:: A I 1 ` -2" HORIZONTAL 0 COMBINED FOUNDATION REINF. BAR DIAGRAM 6 PIECES \-3 - #4 REINFORCING BAR (EQUAL SPACES) 0 COMBINED CONTROLLER / BBS / RAPID RIDE CABINET FOUNDATION m D A z M m 31" 24" SERVICE TSC r 1 r 25 -TA 7.0" —7 6' 7.0" 4-2" CONDUITS, CONDUIT MEASUREMENTS ARE TO CENTER OF CONDUIT 10.5" 10.5" TYPE 2 JB L — — — — SIGNAL NW CORNER �J SIGNAL POLE 1" TYP N U SIDEWALK PLAN VIEW 0 RAPIDRIDE CABINET FOUNDATION LAYOUT NTS 10 NOTES 1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT PAD TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE TOP AND SIDEWALK ABUT. MOUNT TOP SHALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF SECTION 8 -14.3 IN THE WSDOT STANDARD SPECIFICATIONS. 2. PAD MOUNT DESIGN IS TYPICAL. SEE PLANS FOR TOTAL NUMBER OF CABINETS TO BE INSTALLED AT EACH LOCATION. 3. PLACE SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET. 4. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET MANUFACTURER AND SUBMITTED TO THE ENGINEER FOR APPROVAL. 5. CONDUIT SIZES /QUANTITIES FOR THE CONTROLLER AND ITS CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION. 6. CONCRETE SHALL BE CLASS 3000. 7. 2" CONDUIT SHALL BE PLACED FROM THE BBS TO THE CONTROLLER CABINET, AND FROM THE BBS TO THE ITS CABINET. 8. EACH CABINET SHALL HAVE A V DIAMETER PLASTIC DRAIN PIPE. 9. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS. 10. WHERE CABINETS ARE TO BE INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE USED. 11. SEE PLANS FOR LOCATION AND ORIENTATION IN RELATION TO TRAFFIC SIGNAL, ELECTRICAL SERVICE AND IRRIGATION CABINETS. 12. INSTALL THE KING COUNTY METRO FURNISHED 336A CABINET ON THE NEW FOUNDATION. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN ON THE PLANS. SEE PLAN SHEETS FOR RAPIDRIDE (RRIDE) CABINET LOCATION. 13. THE CABINET FOUNDATION SHALL BE CLASS 3000 CONCRETE. 14. INSTALL #4 REBAR AT THE CORNERS OF THE CABINET FOUNDATION. THE REBAR SHALL EXTEND 12" INTO THE CABINET PAD IF ONE IS INCLUDED. THE REBAR IS NOT REQUIRED FOR CABINETS INSTALLED INTO EXISTING SIDEWALK OR ASPHALT PAVEMENT. 15. ANCHOR BOLTS AND DATA FOR SPACING SHALL BE SUPPLIED BY THE CABINET MANUFACTURER. 16. IF CABINET IS INSTALLED IN EXISTING SIDEWALK OR ASPHALT PAVEMENT, THE CABINET FOUNDATION SHALL EXTEND 18" BELOW FINISHED GRADE AND THE FULL CABINET PAD IS NOT REQUIRED. 17. SEAL CABINET TO FOUNDATION WITH GRAY OR CLEAR SILICON TO PREVENT MOISTURE FROM ENTERING THE CABINET. R- 361484 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 1 r —Unc nnrry nwL. — w o Lv 1 SURVEYED: KPG p P , 1GAN! �� 1 a�— DRAWING NO. 31 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07/2014 ' 0` ` " "'F %k DRAWN BY: JC RECORD CITY �F RENT�N SOUTH LAKE WASHINGTON �` PROJECT NO. 11156 DESIGN BY: JC 7539th Ave 2502 Jefferson Ave DRAWINGS Public Works Department ROADWAY IMPROVEMENTS CHECK BY: HJT Seaftle, WA 98109 Tacoma, WA 9 Ave FED AID NO. PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION 393 1 r �� p � PROJ MGR: NJD (20612661640 (25 31 627-0720 SIGNAL DETAILS DATE: FEB 2012 � G1 � BASED ON CONSTRUCTION RECORDS SHEET NO. 31 OF 53 SrOxnc E� BY: DATE: NUMBER REVISION DESCRIPTION BY APP. DATE O FILE: 08046SIG01.dwg t D C � 0 a > C m M w z ax M ^' z n Dn ° m 4 o a 1°a Z M E i Fo = o Z t D C B a > 0 a °o M � ax D R I n Dn ° D I mN o a 1°a Z O E i Fo = o Z 2 g 3 o C F m mm z � 3 I 03 z m M n D C 8 a > � ax M R I n Dn ° D g I o a 1°a Z O E i Fo = o 1 L o � m z � I 8 M 00 ng D L If II f r i ifr 's B O M ° im z ' z m= C Uz W m m I� s I' i;. NOTE 36" EIGHT #7 BARS, c �y O1 CONDUIT SIZE AS SHOWN IN THE O3 GROUT AFTER PLUMBING POLE -- \J 15-0" MIN HANDHOLE WITH M EVENLY SPACED �>z� I o CONTRACT PLANS, CAP BOTH ENDS X GROUT MAX REMOVABLE RAINTIGHT COVER 3r3? NOTE CENTER THE CONDUIT NOTES o O Yz" DIA DRAIN HOLE THROUGH GROUT O FULL DEPTH EXPANSION JOINT NOTES 02° PVC SCH 40 CONDUIT UNLESS 1 IN THE FOUNDATION 1. SEE WSDOT STANDARD PLAN J -28.40 FOR LUMINAIRE - GROUNDING CONDUCTOR NON - INSULATED 1. THIS STRUCTURE HAS BEEN DESIGNED ACCORDING STATED OTHERWISE ON PLANS POLE FIXED BASE MOUNTING DETAILS, EXCEPT USE #4 AWG STRANDED COPPER - PROVIDE 3' TO THE FIFTH EDITION 2009 AASHTO STANDARD 4-BOLT PATTERN. MIN. SLACK (ROUTE CONDUCTOR TO SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR ANCHOR BOLT BOLT CIRCLE PER BASE 2. THE TOP FOUNDATION LEVEL SIGNAL POLE GROUNDING STUD) HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC 1" DIA, TYP PLATE DETAIL, SHEET 26 STRAP TEMPLATES SHALL BE HELD IN PLACE BY 5 SIGNALS. BASIC WIND VELOCITY IS 90 MPH, DESIGN NUTS, fi" FROM THE TOP OF THE FOUNDATION AND 3" ID W/ SIDEWALK OR ABOVE SOIL SURFACE SEE CONDUIT COUPLING - INSTALL FLUSH LfFEIRECURRENCE INTERVAL 50 YEARS, AND #4 HOOP, TYP TOP VIEW FROM THE BOTTOM OF THE ANCHOR BOLTS. 18 - PLACEMENT DETAILS, WSDOT WITH TOP OF FOUNDATION (DO NOT FA GUE CATEGORY Ili. FIXED BASE HEAVY DUTY HEX NUTS AND 6 PLATE WASHERS ARE STD PLAN J- 26.15 -00 GLUE PVC STUBOUT). SEE SIGNAL PLANS 2. FOUNDATIONS ARE DESIGNED FOR TYPE II, III, AND REQUIRED FOR A FIXED BASE ASSEMBLY. X FOR CONDUIT INFORMATION (ALL CONDUIT SO SIGNAL STANDARDS WITH A MAXIMUM MAST 1 )C DIA 3. THIS DESIGN IS NOT VALID FOR SLOPES STEEPER THAN 2 1 SHALT. BE GROUNDED) ARM LENGTH OF 65'. HOLE, TYP HOLE, , TYP 2H:1V. SLOPES STEEPER THAN THIS SHALL REQUIRE A n 3 �04 2� . " 3, THE TOP 2 FEET OF THE FOUNDATION SHALL USE SPECIAL DESIGN. 4 i A SMOOTH FORM (SUCH AS PAPER OR 2. 1 Y87 STEEL PLATE -) 0 4. EXPOSED PORTIONS OF THE FOUNDATION SHALL BE N r EARTH EMBANKMENT AS CARDBOARD). AFTER THE CONCRETE HAS CURED, = o o s FORMED TO CREATE A CLASS 2 SURFACE FINISH. ALL ° I � X REQUIRED ry SEE PLACEMENT THIS ENTIRE FORM SHALL BE REMOVED. BOLT CIRCLE 1' -6" MIN � I- FORMING SHALL BE REMOVED UPON COMPLETION tD Irt za I z I \�, I a DETAILS, WSDOT STD PLAN 4, A TEMPORARY TEMPLATE SHALL BE USED TO HOLD BELOW GROUND, (DIA SIZE TO FOUNDATION CONSTRUCTION. � Fo � o I I J 26.15 -00. SEE NOTE 5. THE TOP OF THE ANCHOR BOLT ASSEMBLY � ' LUMINAIRE BASE 2' -0" MIN / I _ = w w 5. CONTRACTOR SHALL PROVIDE TEMPORARY STEEL } � a �¢C> I EXISTING GRADE }s- SECURELY IN TH£ PROPER POSITION DURING THE PLATE DIMENSION UNDER PAVEMENT % ) o CASING AND /OR SLURRY AS NECESSARY TO �z o Fwd �a Gov) ANCHOR BOLTS I I .- 1 MAX. FOUNDATION INSTALLATION ANCHOR BOLT TEMPLATE w w CONSTRUCT THE DRILLED SHAFT. ALL REMOVED wwd �MW a & ANCHOR I i I GROUND SLOPE 5. COMPACT EMBANKMENT PER WSDOT STANDARD _ EXTEND THE CONDUIT I I �� a ° MATERIAL SHALL BE DISPOSED OF AT AN APPROVED �z �� PLATE SUPPLIED a I CLAMP CONDUCTOR TO REINF W/ LISTED CONNECTOR SPEC 2- 03.3(14)C. " 6" MIN BEYOND THE `' c..� o °z SITE, SEE SPECIAL PROVISIONS. w=o emu. Urns BY SIGNAL POLE ° °a I a SUITABLE FOR USE EMBEDDED IN CONC I � ¢ ¢ z MANUFACTURER 1 6, CONTRACTOR SHALL PROVIDE TEMPORARY STEEL FOUNDATION OR THE N 6. FOR TEMPORARY CASING OPTIONS, SEE METHOD 1 AND J° w�c=n I I - 12 - #8 BARS EVENLY SPACED CASING AND /OR SLURRY AS NECESSARY TO CONTROLLED DENSITY I i t METHOD 2 BELOW. CONTRACTOR SHALL ASSUME THE zo Coo #4 HOOPS @ I CONSTRUCT THE DRILLED SHAFT. ALL REMOVED TOP OF BACKFILL z z SPECIAL CONSTRUCTION METHODS SHOWN BELOW FOR S2 :z z 1' - D" CENTERS I ` MATERIAL SHALL BE DISPOSED OF AT AN FOUNDATION #4 HOOP, TYP I a- = J THE FOUNDATIONS WILL BE REQUIRED FOR ALL w= C.) a o CASING 3" CLR. APPROVED SITE. SEE SPECIAL PROVISIONS. #7' TYP ROADWAY LUMINAIRE POLE FOUNDATIONS. V)N " c' I SEE e ! ANCHOR BOLT, 4 TOTAL 2 1/2" CLR z r > ' I TYP.) 7. FOR TEMPORARY CASING OPTIONS, SEE METHOD 1 1° DIA, TYP 3 7, THE ANCHOR BOLTS SHALL BE HIGH STRENGTH STEEL, AND METHOD 2 BELOW. CONTRACTOR SHALL 1 MANUFACTURED FROM ASTM A449, WITH HEAVY HEX ASSUME THE SPECIAL CONSTRUCTION METHODS :+ ANCHOR BOLT TEMPLATE, TYP TEMP CASING z o o ee or NUTS AND HARDENED WASHERS. GALVANIZE THE PER SIGNAL PLAN UNDISTURBED SHOWN BELOW FOR THE FOUNDATIONS WILL BE 1" HEX NUTS, STEEL, SEE NOTE 6 1 I ANCHOR BOLTS ACCORDING TO AASHTO M232. EARTH REQUIRED FOR ALL SIGNAL POLE FOUNDATIONS. I- 4 REQ'D PER ANCHOR BOLT I FLAT WASHERS, " I N 8. THE FOUNDATION SHALL BE GROUNDED IN 4 REQ'D PER ANCHOR BOLT may— ACCORDANCE WITH THE REQUIREMENTS OF WSDOT T STANDARD SPECIFICATION SECTION 8- 20.3(4). N SECTION VIEW UNDISTURBED EARTH g COMPACT EMBANKMENT PER WSDOT STANDARD SPEC ANCHOR BOLT ASSEMBLY FIXED BASE 2- 03.3(14)C. DECORATIVE ROADWAY LUMINAIRE POLE FOUNDATION DESIGN DETAIL SIGNAL POLE FOUNDATION DESIGN DETAIL NTS NTS I Q+ 1 vQ,. Cam` 1(�ti 4 'PJIG s (J�ajYTIU6�. 1 EDGE OF POLE BASE LUMINAIRE POLE ��.- -- �n ��c rssea� Roo S+9.xe Mazxw>r \ \ SHOULDER SLOPE 1OH:1V, MAX o = 6 p " -p �y sacs yuoo +4s .$auw� g°a TS/ J 2' MIN OR FLATTER „ 5 I SLOPE ROUNDING CONSTRUCTION NOTES r4arca �ua8 1. THESE FOUNDATION CONSTRUCTION METHODS ARE APPLICABLE TO ALL STEEL Ne�Ga7 EMBANKMENT LIGHT AND SIGNAL STANDARD PLACEMENT CASES. Pcgta WIDENING, SEE - goo ea,pleas 7V UNDIS URBEp $OIL • `. �A,��A��,�_ NOTE 4 2. CONSTRUCTION METHODS FOR POLE FOUNDATIONS TYPICALLY INVOLVE DRILLING Uisw4b Aw v_ gz 7S TYP j ":. j A VERTICAL SHAFT WITH A SINGLE - FLIGHT AUGER DRILL RIG, PLACING A L. A p ro "MAIP /idc8o2 REINFORCING STEEL CAGE INTO THE DRILLED HOLE, AND FILLING THE HOLE WITH Ula (Z 6dloJ& 1D �es1Rm LIGHT STANDARD SLOPE 2H:1V, MAX CONCRETE. SEE SPECIAL PROVISIONS. n�rs Bo T FOUNDATION i OR FLATTER �P1554 f+letaT `. 3. TWO METHODS OF CASING REMOVAL ARE OUTLINED BELOW. ANCWOr ��ArE \ UNDISTURBED SOIL a, METHOD 1: THE TEMPORARY CASING SHALL BE PULLED OUT AS CONCRETE IS TYP1cav L2� �I. PLACED IN THE HOLE, WHILE A SUFFICIENT HEAD OF CONCRETE IS ,'� DECORATIVE ROADWAY LUMINAIRE POLE MAINTAINED INSIDE THE CASING TO PREVENT CAVING AND SLOUGHING OF THE FOUNDATION DETAIL HOLE' b. METHOD 2: THE TEMPORARY CASING SHALL BE PULLED IMMEDIATELY AFTER THE PLACEMENT OF THE CONCRETE, AND THE HOLE IS TOPPED OFF WITH C�ksf yoDD ��cre 45 wn�s• 6* OIL R=361485 CONCRETE AFTER THE TEMPORARY CASING HAS BEEN REMOVED. Q w o li � S� 4. COMPACT ` EMBANKMENT PER WSDOT STANDARD SPEC 2- 03.3(14)C, CALL 3 WORKING DAYS .q AL EXPIRES 12I r� 7„ Zay SIGNAL POLE #4 BEFORE YOU DIG: FOUNDATION REPAIR DETAIL 811 NTS 1 STAMPED ANCHOR BOLT EXTENSIONS - RA #38 11/20/12 ME CIVIZTECH SURVEYED: ,jfPQ_ DRAWN BV: AMK IKlp� CITY OF RENTON SOUTH LAKE WASHINGTON DRAWING NO. 32 - REVISED TO CONFORM TO CONSTRUCTION RECORDS HJT 07 2014 RECORD 400 - 112th Ave, NE, Suite 120 DESIGN BY: REP CHECK BY: DCO 7539Ib Ave N 2502JaIc1vA! Seattle,WA96109 Tacoma, WA 98402 D RAW I N GS "'� Public Works Department ROADWAY IMPROVEMENTS PROJECT NO. 11156 FED AID NO. Bellevue, WA 98004 PROJMGR: Nip j206j251649 (253)627 -0720 PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS APPROVED FOR CONSTRUCTION ILLUMINATION AND SIGNAL FOUNDATION DETAILS DATE: JAN 2012 Phone: 425.453.6488 Fox: 425.453.5848 FILE: 080461LLDt.dwg y'k�' BY: DATE: SHEET NO. 32 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE If II f r i ifr 's B O M ° im z ' z m= C Uz W m m I� s I' i;. 0 c �y m M �>z� I o 9 I A 3r3? g D o is m z I M v 3r3? g D is � N GARDEN AVE N L. I H F METAL SON FRY'S" PLAN GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. SEE STANDARD DETAILS FOR CITY OF RENTON ROAD STANDARDS CHANNELIZATION AND SIGNING DETAILS. 4. PRESERVE AND PROTECT ALL BUSINESS SIGNS. 5. ALL RELOCATED SIGNS TO HAVE NEW SQUARE TUBING POSTS AND POST BASES PER CITY OF RENTON STD PLANS G010 & G012 AND WSDOT STD PLANS G- 20.10 -00, G- 24.50.00 & G- 24.40 -01, UNLESS STATED OTHERWISE ON PLANS. I-- U) H 0 GARDEN AVE N AP 2 STA 42+41,17S5 42 +33.75, 12.28' LT 9.00' LT I S g EXIST R/W -..__ STA -42 +47.54, a r _I M T STA 42 +23.45, �AP STA 43 +33.75 ° N:. ,,wow 2.31' RT 9.00' LT _.;•_:.::: ><::: 9.00' LT _ __� PT STA 43 +70.17, w STA 40 +69.49 7❑ 3. -- STA 40 +96 55 STA 41 +68.89,_ !� STA 42 +43.38, PC STA 43 +7017, Cn LT 4 � u 12.52' LT 2 3.52' LT 1 3.19' RT, R= 9.0.7. 40 00 8 �' ' B'''44d0''' B'' SLAB i1 6'6.'6,''' ' e , , , , a , , .. e . , .. e , , .. a - a''' ' STA 42 +55.43, STA 43 +10.16, _ N 18'00'16" W 42+00 43 +00 4 5 44 2 L`J 7.74' RT 2 7.74' RT � e 4 N PC STA 42 +15.45, STA •40 +94.41, �__� .. .. e :. •� , e e , e , , e , e , , e ^i�t i e ,.,•' •, ,l, %° 2 0.19' LT I-I:: 3.65' RT, R =30.0' J �I ....... U PC STA 41 +85.38, STA 42+51.i S2 S4 11.23' RT, R =30.0' 13.01 RT ... 7S34 _ ;d AP STA 43 +33.75, PC STA 43 +43.20, PT STA 43 +95.82, -- - - - - -- - - - - -- - - - - -- ✓'�.. 13.00' RT 13.00' RT, R =42.0 12.59' RT % j p EXIST R/W EXIST ESMT CHANNELIZATION NOTES �1 LANE LINE PER WSDOT STD PLAN M- 20.50 -02. �2 THERMOPLASTIC PAVEMENT ARROW PER CITY OF RENTON STD PLAN H002 & H008. �3 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02. ® WIDE LANE LINE PER WSDOT STD PLAN M- 20.50 -02. DIAGONAL MARKING, WHITE WIDE LINE, PER CITY OF RENTON STD PLAN H008. �7 18" THERMOPLASTIC STOP LINE PER CITY OF RENTON STD PLAN H008. ® THERMOPLASTIC CROSSWALK LINE PER CITY OF RENTON STD PLAN 128. 16 FOR INSTALLATION OF NEW SIGN ONTO EXISTING MAST ARM, SEE ILLUMINATION PLAN, SHEET 21. FOR SIGN DETAILS, SEE THIS SHEET. SIGN SCHEDULE SIGN NO. STATION r I DESIGNATION SIGN SIZE REMARKS S1 - - "NO PARKING" - RELOCATE TO NEW LUMINAIRE POLE, FOR LOCATION SEE ti�n1'. Tso % SURVEYED: KPG DRAWN BY: HJT DESIGN BY: WIT CHECKBY: NJD �� 7539Th AveN 2502 Jefferson Ave Seattle, WA 98109 Tema, WA 98402 ILLUMINATION PLAN, SHEET 21. S2 - - "NO PARKING" _ RELOCATE TO NEW LUMINAIRE POLE, FOR LOCATION SEE RECORD DRAWINGS ILLUMINATION PLAN, SHEET 21. S3 43 +37.43 29.55' RT "ONLY ARROWS" - REMOVE S4 I-- U) H 0 GARDEN AVE N AP 2 STA 42+41,17S5 42 +33.75, 12.28' LT 9.00' LT I S g EXIST R/W -..__ STA -42 +47.54, a r _I M T STA 42 +23.45, �AP STA 43 +33.75 ° N:. ,,wow 2.31' RT 9.00' LT _.;•_:.::: ><::: 9.00' LT _ __� PT STA 43 +70.17, w STA 40 +69.49 7❑ 3. -- STA 40 +96 55 STA 41 +68.89,_ !� STA 42 +43.38, PC STA 43 +7017, Cn LT 4 � u 12.52' LT 2 3.52' LT 1 3.19' RT, R= 9.0.7. 40 00 8 �' ' B'''44d0''' B'' SLAB i1 6'6.'6,''' ' e , , , , a , , .. e . , .. e , , .. a - a''' ' STA 42 +55.43, STA 43 +10.16, _ N 18'00'16" W 42+00 43 +00 4 5 44 2 L`J 7.74' RT 2 7.74' RT � e 4 N PC STA 42 +15.45, STA •40 +94.41, �__� .. .. e :. •� , e e , e , , e , e , , e ^i�t i e ,.,•' •, ,l, %° 2 0.19' LT I-I:: 3.65' RT, R =30.0' J �I ....... U PC STA 41 +85.38, STA 42+51.i S2 S4 11.23' RT, R =30.0' 13.01 RT ... 7S34 _ ;d AP STA 43 +33.75, PC STA 43 +43.20, PT STA 43 +95.82, -- - - - - -- - - - - -- - - - - -- ✓'�.. 13.00' RT 13.00' RT, R =42.0 12.59' RT % j p EXIST R/W EXIST ESMT CHANNELIZATION NOTES �1 LANE LINE PER WSDOT STD PLAN M- 20.50 -02. �2 THERMOPLASTIC PAVEMENT ARROW PER CITY OF RENTON STD PLAN H002 & H008. �3 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02. ® WIDE LANE LINE PER WSDOT STD PLAN M- 20.50 -02. DIAGONAL MARKING, WHITE WIDE LINE, PER CITY OF RENTON STD PLAN H008. �7 18" THERMOPLASTIC STOP LINE PER CITY OF RENTON STD PLAN H008. ® THERMOPLASTIC CROSSWALK LINE PER CITY OF RENTON STD PLAN 128. 16 FOR INSTALLATION OF NEW SIGN ONTO EXISTING MAST ARM, SEE ILLUMINATION PLAN, SHEET 21. FOR SIGN DETAILS, SEE THIS SHEET. SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION SIGN SIZE REMARKS S1 - - "NO PARKING" - RELOCATE TO NEW LUMINAIRE POLE, FOR LOCATION SEE ti�n1'. Tso % SURVEYED: KPG DRAWN BY: HJT DESIGN BY: WIT CHECKBY: NJD �� 7539Th AveN 2502 Jefferson Ave Seattle, WA 98109 Tema, WA 98402 ILLUMINATION PLAN, SHEET 21. S2 - - "NO PARKING" _ RELOCATE TO NEW LUMINAIRE POLE, FOR LOCATION SEE RECORD DRAWINGS ILLUMINATION PLAN, SHEET 21. S3 43 +37.43 29.55' RT "ONLY ARROWS" - REMOVE S4 - - "NO PARKING" - RELOCATE TO NEW LUMINAIRE POLE, FOR LOCATION SEE ILLUMINATION PLAN, SHEET 21. S5 42 +94.53 22.90' LT R3 -8 MODIFIED 30" X 30" NEW, SEE MODIFIED R3 -8 SIGN DETAIL, THIS SHEET. PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION DATE: FEB 2012 NEW, SEE MODIFIED R3 -802 DETAIL, THIS SHEET, S6 - - R3 -802 36" X 30" TO BE LOCATED ON NEW LUMINAIRE POLE. Nqb EN� :� 0A FILE: 08046CHN01.dwg FOR LOCATION SEE ILLUMINATION PLAN, SHEET 21. 0 MODIFIED R3 -8 SIGN DETAIL ONLY MODIFIED R3 -802 SIGN DETAIL R-361486 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 I I I� I� o m N a C 3 C � m � Nm m I n D �ya _ >� e � =o F o (� o I� n 3 z_ ti I I KLVIJCU IV %,vNrUKM IU 6UI43IKULIIVK Z KtI.UKUO. NV KLVIJIUNJ mf i VJ FIJI U/ ZUI'F W ti�n1'. Tso % SURVEYED: KPG DRAWN BY: HJT DESIGN BY: WIT CHECKBY: NJD �� 7539Th AveN 2502 Jefferson Ave Seattle, WA 98109 Tema, WA 98402 C� CITY OF RENTON rIL Public Works Department SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS CHANNELIZATION &SIGNING PLAN r�qq DRAWING NO. 3J PROJECT NO. 11156 FED AID NO. THIS SHEET. RECORD DRAWINGS ? q STO ��z �� PROJ MGR: NJD (206)288.1640 (253) 62/ -0720 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION DATE: FEB 2012 Nqb EN� :� 0A FILE: 08046CHN01.dwg wwwkpgcom BASED ON CONSTRUCTION RECORDS BY: DATE. STA 40 +00 TO STA 44 +00 SHEET NO. 33 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE I I I� I� o m N a C 3 C � m � Nm m I n D �ya _ >� e � =o F o (� o I� n 3 z_ ti I I 0 Z D mf i 3 W Nz m I I I� I� o m N a C 3 C � m � Nm m I n D �ya _ >� e � =o F o (� o I� n 3 z_ ti I I 0 o D ro rr� w w 0 0 a N w z J 2 U H Q _ v, GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. SEE STANDARD DETAILS FOR CITY OF RENTON ROAD STANDARDS CHANNELIZATION AND SIGNING DETAILS. 4. PRESERVE AND PROTECT ALL BUSINESS SIGNS. 5. ALL RELOCATED SIGNS TO HAVE NEW SQUARE TUBING POSTS AND POST BASES PER CITY OF RENTON STD PLANS G010 & G012 AND WSDOT STD PLANS G- 20.10 -00, G- 24.50.00 & G- 24.40 -01, UNLESS STATED OTHERWISE ON PLANS. CHANNELIZATION NOTES �1 LANE LINE PER WSDOT STD PLAN M- 20.50 -02. �2 THERMOPLASTIC PAVEMENT ARROW PER CITY OF RENTON STD PLAN H002 & H008. �3 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02. ® WIDE LANE LINE PER WSDOT STD PLAN M- 20.50 -02. 7❑ 18" THERMOPLASTIC STOP LINE PER CITY OF RENTON STD PLAN H008. SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION SIGN SIZE REMARKS S1 45 +00.64 38.72' RT "STOP" — RELOCATE S2 45 +87.83 27.76' RT "RIGHT LANE MUST TURN — EXISTING TO REMAIN CONIC CURB — FD 8 m o RIGHT RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS S3 47 +11.93 26.03' RT "ONLY ARROWS" — REMOVE NEW, SEE MODIFIED R3 -802 DETAIL, SHEET 33, S4 — — R3 -802 36" X 30" TO BE LOCATED ON NEW LUMINAIRE POLE. FOR LOCATION SEE ILLUMINATION PLAN, SHEET 22. S5 1 44+53.04 1 40.00' RT "LOWE'S" I I EXISTING A-B: 2- ;,4c v 9'7 TO REMAIN 361487 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 /1X I onnVU1 nv� I VRD IMFLR RcV1011 V — ru fl nvi 1 Plou lu//L//iz oti "t q rsop a '�o _ z k P 55o6�v 0� : NA V bNG� 'p 0A SURVEYED: KPG DRAWN BY: HJT DESIGN BY: HJT CHECK BY: NJD PROJ MGR: NJD FILE: 0B046CHN01.dwg �� 753 9th Ave N 2502JeKersonAve Seattle, WA 98109 2112,a,WA98402 (2 0 61 2 8616 4 0 (2531627 -0720 WV,1V I<pg Wal 3 Q�i CITY OF RENTON ".IL Public Works Department APPROVED FOR CONSTRUCTION BY. DATE: SOUTH LAKE ROADW CHANNELIZATION STA 4 WASHINGTON Y IMPROVEMENTS & SIGNING PLAN +00 TO STA 48 +00 q DRAWING NO. 34 PROJECT NO. 11156 FED AID NO. DATE: FEB 2612 SHEET NO. 34 OF 53 s EXTENSION OF DUAL FACED CONIC CURB — FD 8 m o 11 09 12 RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07/2014 n NUMBER REVISION DESCRIPTION BY APP. DATE A-B: 2- ;,4c v 9'7 I I 8 G M �o D n E z ci z m� Nz m z s, 0 �y = nm m c Y D 3 «� z "= ` O 1 =o 3 m o � 3 m z n I I 8 G M �o D n E z ci z m� Nz m z s, 0 �y m Y D «� z ` O 1 =o 3 o � 3 m z 8 o M D � #N Z GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE 'STATE OF WASHINGTON STANDARD SPECIFICATION STA 50 +79.79, FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," MATCH EXISTIN LATEST EDITION. -STA 50 +77.46, 3. SEE STANDARD DETAILS FOR CITY OF RENTON ROAD 7925' LT 2 STANDARDS CHANNELIZATION AND SIGNING DETAILS. PC STA 50 +77.24, PC STA 50 +81.94, 71.85' LT, R= 50.00' PT STA 50+84.93, 55.87' LT 3 8 STA 50 +5 34.88' LT, 4. PRESERVE AND PROTECT ALL BUSINESS SIGNS. 67.50 LT, R =40.00 ° STA 50 +70.24, 4 5. ALL RELOCATED SIGNS TO HAVE NEW SQUARE TUBING 75.18' LT 2 , 1 '11111" POSTS AND POST BASES PER CITY OF RENTON STD PLANS G010 & G012 AND WSDOT STD PLANS PT STA 50 +79.18 -7> 'r- G- 20.10 -00, G- 24.50.00 & G- 24.40 -01, UNLESS 54.60' LT STATED OTHERWISE ON PLANS. L--F' t STA 50 +78.03, 5 77' LT 7 S12 CALL 3 WORKING DAYS PC *STA 50 +26.27, 11 BEFORE YOU DIG: EXIST R/W 11.77' LT, R= 60.00' 811 6 ST A 50 +23.83, 2 1 29.26' LT S3 r 14 STA 50 +54.19 5.64' LT 17.41' LT 29.76' LT bNx00 � STA 50 +74.80 c, fy 4 PC STA 15 +91.23, i 1 1 \1% 29.10' LT, R= 55.00' STA 50 +18.46! -- u EXIST R /W- - - - - - j , 0.25' Rh R= 5300' - S5 S4% i r B A 1 0 1� � 7 STA 50 +29.27 PT STA 50- 12.22' RT PT STA 53 +84.11, 12.35' LT o l a,.<uc- - PC STA 51 +03.94, 11 PT STA 51 +58.76, S13 S8 S14 PC STA 52 +82.02, - Ffi STA 53 +78.61, 11 - 28.33' LT, R 110.00' 21.10' LTsl. .r , All 7.31' LT, R= 400.00' 1.59' LT- /' J : > .......... �.. _. _- PC STA 52 +90.49, 11 = + 1861 LT, R- 365.00' Pt STA 51 +83.54, _ 1 ' - . - E 8.9a LT `� `" g :: LAKE WASHINGTON B ; F m 3 N 4956'45" 52 +00 ' ' :: + • 10 BLVD N 54+00 STA 53+ 3 . • °° H EXISTING. ' ' MATCH 8411 10 � - J 007 PC STA 50 +66.81, "t PT, STA 53 +84.11, 9.62' RT 0.09' RT, R= 100.00' SIGN SCHEDULE PC STA 52 +74.70, 6 PC STA 52 +37, 4.17' RT R= 430.00' SIGN /J PT STA 51 +8 .55, 17.38' RT, R= 870.00' " t,.,,, D NO. STATION OFFSET DESIGNATION SIGN SIZE REMARKS 36S S10 PT STA751 +76.32, STA 52 +04.70 STA 52 +65.77, S1 48 +32.87 27.50' RT ARROW SIGN 30° X 30° NEW MODIFIED R3 -802 SIGN, 2 2 SEE DETAIL, SHEET 33. 23.84' RT 12.28' RT 9.12' RT RELOCATE TO NEW LUMINAIRE 1' PC STA 50 +66.85, 12.09' RT, R= 88.00' S2 - - "NO TURN ON RED" - POLE. FOR LOCATION SEE PC STA 50 +66.50, 32.09' RT ILLUMINATION PLAN, SHEET 23. PT STA 50 +60.76, 32.11' RT / ' Q S3 50 +00.76 51.60' LT "BOEING" - RELOCATE 29 31 PT STA 50 +20.87, 26.18' RT, PC, R= 52.50' S4 15 +64.52 36.50' LT "BIKE LANE" - RELOCATE S20 S9 S6 S5 15 +39.94 38.40' LT ARROW SIGN - RELOCATE uY Y" S11 ARROW SIGN 80" X 30° NEW MODIFIED R3 -8A SIGN 11124 PC STA 17 +52.18, #1, SEE DETAIL, THIS SHEET 40.85' LT, R= 30.00' �j S6 19 +5.59 51.91' LT R4-17 "DO NOT DRIVE 300 X 240 NEW `q 2 STA 17+73.63, 34.53' LT 1 2 STA 18 +33.10, 34.30' LT 1 / U33.738LTA , n A ON SHOULDER" v I1 17 +56.67, U - - - - -- - - _..... - - - rs STA 50 +01.67, I 1 0 NEW MODIFIED R3 -8A SIGN 40.84' LT o S8 52 +16.02 33.14' LT ARROW SIGN 48° X 30° 38.69' LT 1 1 8 "? #2, SEE DETAIL THIS SHEET PT STA 49 +94.77, e e e e e e {� S9 18 +44.95 53.73' LT ARROW SIGN - REMOVE I- LOGAN AVE N 11 12 34.67' LT PC STA 116 +84.69, P A 17+33.49, 7 STA 17 +48.633 1 N PARK DR _^ NEW W9 -2L SIGN TO BE ILL! , ° ° 1 129.11' LT, R= 138.00' 28.92' 1 ° . ° 9T LT + LOCATED ON NEW LUMINAIRE } ` 34 _ - - S10 - - MERGE SIGN 30" X 30" N �I: ° 7 STA 16+ 13 \� 1 13 4 17 7 STA 1 .07, STA 17 +52.51 POLE. FOR LOCATION SEE C) j 18.40' LT 2 0 1 ILLUMINATION PLAN, SHEET 23. 0.66' LT bb : • . �I 16 +00 °o. 12 12 p0 1 +e00 e a , o , , i81P00 :_e , e : a , 19 +00 19 +47.67 ,n ��STA 15 +44.99, 2 � y5. ` 10.59' RT S11 17+56.48 52.38' LT "RIGHT TURN ONLY" - EXISTING TO REMAIN 1.66' LT 4 ' REPLACE EXISTING SIGN WITH N 43'48'09" E N 43'48'09" E S12 50 +52.07 52.42' LT ARROW SIGN 48" X 30° NEW MODIFIED R3 -8A SIGN N }STA 15 +42.94,n - ++ 9.37' RTI ` � PC STA 15 +86.91, 12 STA 17 +27.60 7 STA 18 +11.99 m a #2, SEE DETAIL, THIS SHEET ❑2 �� ❑j ,o STA 18 +89.64, e : , o Q.QO; T RT N _Z 10.60 LT, R= 170.00' - - ' : g :::::: , L /.. MATCH EXISTING S13 51 +93.04 33.92' LT LEFT TURN - EXISTING TO REMAIN g p� No 11.6 OT: °o} ° ' ' ' ' ' ' S14 52 +54.22 33.50' LT SIGNAL AHEAD - EXISTING TO REMAIN � 1I - / STA 18+71.46 2 v PC STA 15 +84.55, ° o _ - - - - �� - / _ o NEW, TO BE LOCATED ON STA 15 +13.83�, _ R3 -17 BIKE LANE 30° X 24" a 1 2.11' RT, R= 160.00' �' PT STA 17 +27.60, c 12.47' RT Ril 6 14 8 _ _ NEW LUMINAIRE POLE. FOR 37.04' RT 12 O ILLUMINATION � 17 Q °� J 15.23' RT 6 �; S15 LOCATION, SEE ILLU - - - - _ 4 P - PLAN, SHEET 23. - "BEGIN RT TURN RELOCATE TO NEW LUMINAIRE 11 12 14 ` PC 48 +77.40, o S16 - - - POLE. FOR LOCATION, SEE 11.34' LT, R= 120.06 ° `' 1P' ` YIELD TO BIKES" � f'l PC 17+06.88, PT STA 17 +50.90, AP STA 18 +29.65, ILLUMINATION PLAN, SHEET 23. h S15 / ' S19 47 39' RT, R= 150.00' 41.06' RT ul 41.53' RT ALL EXISTING CHANNELIZATION THAT S17 48 +51.33 26.65' RT "ONLY ARROWS" - REMOVE / IS REMOVED BEYOND THIS POINT TO PT STA 17 +27.60, S18 48 +35.59 51.63' LT "YIELD" SIGN - EXISTING TO REMAIN EXIST R /W- -� 8 EXIST R/W -J 26.25' RT mil° "" _ - ACCOMMODATE THE CONSTRUCTION R9 -3 NO -__.._ „^- CHANNELIZATION PLANS SHALL BE S16 S18 _ =` -___ L J - _ °- -SHOWN ON I THE CHANNELIZATION NOT 18" STA 48 +62.77 7 PC 48+78.40 =. -:= KIND, L Z T10N CROSSING 18" X NEW 16.05' RT, R=130.00' -___ __,___,_ PLANS, AND AS DIRECTED BY THE S19 16 +73.50 55.35' RT R17" // __=- -_____ _ ENGINEER. Q R9 -3bP 12° X 18" NEW CHANNELIZATION NOTES "USE CROSSWALK" Q4 A° % ❑1 LANE LINE PER WSDOT STD PLAN M- 20.50 -02. ❑REMOVE EXISTING PAVEMENT ARROW. R9 -3 NO I 3 _ S2 PEDESTRIAN 18' X 18" NEW EXIST ESMT 2 THERMOPLASTIC PAVEMENT ARROW PER CITY OF RENTON STD PLAN H002 & H008. 10 DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. S20 17 +54.50 54.50' LT U� j I ❑ ❑ CROSSING 411, ? 7 ?' 1 83 • 48 +38.12, 7.06' RT F31 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02, 11 BICYCLE LANE SYMBOL, PER CITY OF RENTON STD PLAN H009.2. Q R9 -3bP 12" X 18" NEW USE CROSSWALK 2 NF ST ° 7 ?7j- 48 +38.55, 18.29' RT ® WIDE LANE LINE PER WSDOT STD PLAN M- 20.50 -02. 12 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M- 20.10 -02, EXCEPT AT S -0" O.0 ¢8x00 S1 © WHITE EDGE LINE, PER CITY OF RENTON STD PLAN H008. 13 YELLOW DOTTED EXTENSION LINE PER WSDOT STD PLAN M- 20.10 -02, EXCEPT AT 3' -0" O.C. PLAN 1. 3'r / ❑7 18" THERMOPLASTIC STOP LINE PER CITY OF RENTON STD PLAN H008. 14 INSTALL BICYCLE DETECTOR PAVEMENT MARKING PER MUTCD FIGURE 9C -7, 2009, t t EXIST R/W ONLY ONLY ONLY ONLY ONLY ONY� ONLY ® THERMOPLASTIC CROSSWALK LINE PER CITY OF RENTON STD PLAN 128. Al n I"I^T ^� � A^� ^ � 1"1^ ^4^' ^ ^� ^�'T " ^ "�T "A^KI��^ ^ ^^ "'^ ^ ^T ^;^ P6 AN " 24.69 ^� 3 0 5 10 20 40 60 Q4 1❑ PAINT TOP AND SIDE OF PERIMETER CURB WITH WHITE RETRO REFLECTIVE PAINT IN MODIFIED R3 -8A MODIFIED R3-8A ACCORDANCE WITH THE MUTCD. THE PAINT ON THE CURB SHALL EXTEND 6 INCHES SIGN #1 DETAIL SIGN #2 DETAIL INWARD FROM FACE OF CURB. 1 PED CONNECTION REVISIONS ADDED CROSSWALKS; MODIFIED EDGE JMD NJD O6 27 12 SURVEYED: KPG 35 LINE ARROWS AND STOP LINES - CO 15 9tiMt, S sGkc DRAWN BY: HJT Kp� `� DRAWING NO. z NEW SIGNS - CO 15 JMD NJD 6 26 1 ;, °` RECORD CITY OF RENTON SOUTH LAKE WASHINGTON 'IO r1L PROJECT NO. 11156 a GARDEN AVE CURB TAPER REVISION - FD 1 HJT NJD 7 27 12 _ DESIGN BY: HJT 7539thAveN 2502JeBersonAve Public Works Department ROADWAY IMPROVEMENTS a PAINTING OF PEDESTRIAN ISLAND CURB - FD 15 5 09 13 z DRAWINGS FED AID NO. CHECK BY: NJD Seattle, WA 98109 Tam, WA 98402 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 ? R ssoe m� �k PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION CHANNELIZATION & SIGNING PLAN •.r,;R�O ��' o PROJMGR: NJD (208128 &1640 (2531627 -0720 DATE: FEB 2012 BASED ON CONSTRUCTION RECORDS NAT, tiN� ' :vww.kp9.com STA 15 +00 TO STA 19 +47.67 SHEET NO. 35 OF 53 1 FILE: 08046CHN01.tlw BY DATE: NUMBER REVISION DESCRIPTION BY APP. DATE 0 9 A85: r2- ("(egg if � is IN 9 i M D Nz F N Z y Tm M s, 1 D 8 a n g 0 M D m F N Z a zz � 1 1 Y 3 = C �0 1 _ow 2 m m M 9n D c 0 I a D m F N Z = _ >z 1 ^ =o «;z O �0 1 _ow I0 �-► 3 I z I I B 0 a °o a D mN Z E � v 9 r 91 W 1pGgH�� Ji \ H 1 M '� �'7 4F PLAN O _ - _�� 0 5 10 20 40 •0 Q M >. GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. SEE STANDARD DETAILS FOR CITY OF RENTON ROAD STANDARDS CHANNELIZATION AND SIGNING DETAILS. 4. PRESERVE AND PROTECT ALL BUSINESS SIGNS. 5. ALL RELOCATED SIGNS TO HAVE NEW SQUARE TUBING POSTS AND POST BASES PER CITY OF RENTON STD PLANS G010 & G012 AND WSDOT STD PLANS G- 20.10 -00, G- 24.50.00 & G- 24.40 -01, UNLESS STATED OTHERWISE ON PLANS. °- STA 13 +06.32, PC STA 11 +83.57, 26.12' LT - 23.43' LT, R= 588.5' PT STA 12 +99.56, 25.75' LT � STA 11 +50.12 _ T # 6 Y� T VO STA 11 +56.95 1 PC STA 11 +66.52, 12.19' LT, R= 600.0' v„ STA 12 +68.52 STA 11 +77.33, 23.47' LT - - 12 II 12 +00 ° ° PT STA 12 +97.32, \ ° + 14.60' LT 13 +00 0 S1 PC STA 12 +09.69, STATION 4 DESIGNATION ✓ 0.86' LT R= 1000.0' REMARKS S1 13 +10.71 34.00' LT ''� PT STA 12 +69.54, 0.86' LT STA 12+09.79 1 13+49.70 37.50' LT PC STA 13 +39.97, J / - RELOCATE PT STA 12 +98.91, 12.77' RT 0.20 LT, R= 150.0' PC STA 12 +34.25, sc - - - - - -_._ 23.05' RT, �.. R= 170.0' 14 +41.29 STA 13 +35.06 CHANNELIZATION NOTES [ LANE LINE PER WSDOT STD PLAN M- 20.50 -02. � 2 THERMOPLASTIC PAVEMENT ARROW PER CITY OF RENTON STD PLAN H002 & H008. Q3 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02. ® WIDE LANE LINE PER WSDOT STD PLAN M- 20.50 -02. © WHITE EDGE LINE, PER CITY OF RENTON STD PLAN H008. 11 BICYCLE LANE SYMBOL, PER CITY OF RENTON STD PLAN H009.2. 12 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M- 20.10 -02, EXCEPT AT 3' -0" O.0 STA 14 +79.33, 28.96' LT --- -EXIST R/W • __ . AP STA 13 +76.61 v 28.98' LT t S4 U-) �p S2 S3 0 AIF 0 &' O CD + y 11 LOGAN AVE N s 12 N AP STA 13 +76.83, \ PT STA 13 +84.56, 6.98' °LT ° z 17.98' LT : $ o 14 +bll ............ a :.: '13 x 3 N43'48'09 "E °• � STA 14 +06.16 \ 2 STA 14 +10.68 1.47' LT, ° STA 13 +52.98, 6.5S'0 38 STA 14+77.67 .31' RT I-1 2 1.47' LT, -SD -- ---SD- SU-\ 9.53' RT �� ^ I 11 12 ` 6 %STA 13 +35.1 `� -..- - I --j! -... N AP STA 13 +85.16 rtLu TC 37.02' RT STA 14 +60.16 -- - -- --- --EXIST R /W- - - - - - - -- - _ STA 1 RT SIGN SCHEDULE SIGN N0. STATION OFFSET DESIGNATION SIGN SIZE REMARKS S1 13 +10.71 34.00' LT "YIELD TO BIKES" - RELOCATE S2 13+49.70 37.50' LT ARROW SIGN - RELOCATE �o W � 3 o RELOCATE TO NEW FOUNDATION PER S3 14 +41.29 38.50' LT "DOWNTOWN RENTON" - "ADVANCE DIRECTIONAL FOUNDATION -e DETAILS, SEE APPENDIX A. S4 1 14 +94.07 1 37.34' LT I BUS STOP SIGN - REMOVAL BY METRO TRANSIT € 3 I C c IV VVIIJIRVURUI\ 8 m 3 W z m g 2 a C F m e g . g c 6 m Nz i c O D Z !7 Z C CO M M 0 RLnJLU IV VVRFVRIIII c IV VVIIJIRVURUI\ �y VJ m�m g 2 = J. �9tio t, s SORE _ z Sr�R �`� :k _x >z C) 1 «5 z Q Fa 1 �o W � 3 o I� n 3 z -e R=361489 CALL 3 WORKING DAYS I L o BEFORE YOU DIG: g 0 a 811 z 'z m h,BI d2 -- (. i y�(� RLnJLU IV VVRFVRIIII IV VVIIJIRVURUI\ RCVVRUJ. INV I{CYIJIVPIJ VJ IIJI 1U11Lvl-+I J. �9tio t, s SORE _ z Sr�R �`� :k SURVEYED: KPG DRAWN BY: HJT DESIGN Y: HUT CHECK BY: NJD PROJ MGR: NJD �� 7539htAveN 2502JefiersonAve Seattle, WA 98109 Tacoma, WA 98402 (2D6)2WI640 (253) 627 -0720 �i CITY OF RENTON n11 Pu6licWo�ksDepartment APPROVED FOR CONSTRUCTION SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS CHANNELIZATION &SIGNING PLAN DRAWING NO. 36 PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 THIS SHEET. RECORD DRAWINGS PREPARED BY KPG, JULY 2014 O1 FILE: 08046CHN01.dwg www.kpgcom BASED ON CONSTRUC710N RECORDS BY DATE. STA 10 +00 TO STA 15 +00 SHEET NO. 36 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE h,BI d2 -- (. i y�(� 1 5 10 20 40 60 JIA t VY WASHINGTON REGISTERED -ANq,SCAt;F ARCHITECT IZA TH BSON CERTIFI E N0. 538 CONSTRUCTION NOTES 01 EXISTING IRRIGATION THIS AREA. CONTRACTOR TO RELOCATE, REPAIR AND RECONNECT EXISTING AUTOMATIC IRRIGATION SYSTEM AS NECESSARY FOR A FULLY FUNCTIONAL SYSTEM. CONTRACTOR SHALL RAISE EXISTING IRRIGATION SPRINKLER HEADS TO GRADE, AND REUSE SALVAGED IRRIGATION PARTS TO THE EXTENT POSSIBLE. SYSTEM SHALL BE TESTED FOR FULL COVERAGE AND FUNCTION PER SPECIFICATIONS. SEE DETAILS, SHEETS 41 AND 42. SEE SHEETS 41 AND 42 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES :h6 i2- (�' t i�©/ R- 361490 00 uj W W 0 0 coa co w Z J 2 a CALL 3 WORKING DAYS BEFORE YOU DIG: 811 I 1� o m D fi m� Z z +n 3 Z x C mm 3 m m m D c x a =y a z a u" u [_] C) D N z mN Z az A z C) m m °Fx o a n w I 1� o m D fi m� Z z +n 3 Z x C mm 3 m m m D c O =y a z m m u [_] C) D mN Z az A z C) � V � O O °Fx o 'a aD =o w O m 3 z B O as z L° 0 D mN Z R r` F- w w x 0 0 U) w Z J 2 H Q 1 5 10 20 40 60 WASHINGTON REGISTERED LAND CAPE ARCHITECT IZA TH BSON CERTIFI E NO. 538 SEE SHEETS 41 AND 42 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES H Q R=361491 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 c2 CONSTRUCTION NOTES Z 01 EXISTING IRRIGATION THIS AREA. CONTRACTOR TO RELOCATE, ay REPAIR AND RECONNECT EXISTING AUTOMATIC IRRIGATION a m m SYSTEM AS NECESSARY FOR A FULLY FUNCTIONAL SYSTEM. d n i � CONTRACTOR SHALL RAISE EXISTING IRRIGATION SPRINKLER D HEADS TO GRADE, AND REUSE SALVAGED IRRIGATION PARTS z >n TO THE EXTENT POSSIBLE. SYSTEM SHALL BE TESTED FOR $; FULL COVERAGE AND FUNCTION PER SPECIFICATIONS. SEE m DETAILS, SHEETS 41 AND 42. w Z x Iz Lnw A 0 0 z q- w Z J H Q R=361491 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 c2 Z i ; 2 ay a m m m d n i � °° D O D z >n $; O m z Z m Iz I o A I 8 O n D D N m z £ 3 C N= m m N 0 I c I� ay m m d n i � °° D O D z >n 8 3 O O O Z �3 I o Mme+ z m I� o m °° D O D mN Z 0 v w w x N CD CD w z J x 3 � X w EXIST R /W- 7V– m LOGAN AVE N 16 +00 EXIST R /W- —�� 0 f 11 4(� / MAT�N � l <iNF Slq ¢8x00 FFT 38 III lu '% i o° 0 h 1 r� 17 +00 \ 18 +00 CONSTRUCTION NOTES 01 EXISTING IRRIGATION THIS AREA. CONTRACTOR TO RELOCATE, REPAIR AND RECONNECT EXISTING AUTOMATIC IRRIGATION SYSTEM AS NECESSARY FOR A FULLY FUNCTIONAL SYSTEM. CONTRACTOR SHALL RAISE EXISTING IRRIGATION SPRINKLER HEADS TO GRADE, AND REUSE SALVAGED IRRIGATION PARTS TO THE EXTENT POSSIBLE. SYSTEM SHALL BE TESTED FOR FULL COVERAGE AND FUNCTION PER SPECIFICATIONS. SEE DETAILS, SHEETS 41 AND 42. 02 INSTALL POINT OF CONNECTION ASSEMBLY, SEE DETAILS SHEET 42. 03 INSTALL IRRIGATION CONTROLLER. SEE DETAILS SHEET 41, AND SIGNAL PLAN SHEET 27 FOR ELECTRICAL CONNECTION. 4o INSTALL VALVE BOX TIGHT TO BACK OF SIDEWALK. LOCATION SHOWN IS DIAGRAMMATIC. O5 INSTALL VALVE BOX IN PLANTER, TIGHT TO EDGE OF SIDEWALK OR CURB. LOCATION SHOWN IS DIAGRAMMATIC. O6 INSTALL MAIN LINE IN PLANTER OR TIGHT AGAINST BACK OF SIDEWALK. LOCATION SHOWN IS DIAGRAMMATIC; DO NOT LOCATE BENEATH TREE ROOTBALL 10 INSTALL LATERAL SUPPLY LINE THROUGH PRECAST HOLES IN FILTERRA UNIT. SEE FILTERRA UNIT IRRIGATION PLANNING LAYOUT DETAIL SHEET 42. 11 INSTALL MANUAL SHUT OFF VALVE BEFORE AUTOMATIC CONTROL VALVE, SEE DETAIL SHEET 42 SPRINKLER HEAD SCHEDULE PLAN -EXIST ESMT ::::.A EXIST R/W 0 5 10 20 40 60 WASHINGTON REGISTERED LAND CAPE ARCHITECT E!CIZA TH BS ON CERTIFI E NO. 538 SEE SHEETS 41 AND 42 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES rt ° It �,q R- 361492 1� CALL 3 WORKING DAYS BEFORE YOU DIG: 811 mo C nm 3 z m m a 0 o D I #N Z az 0 Z s v � u 3 m z m � a D c ay 8 SYMBOL MANUFACTURER s m� MODEL NO. m D n N -6 O D 3 V A It EXISTING SPRINKLER HEAD n z vi EST SST RAIN BIRD STRIP SERIES 1806- SAM -PRS 8H a BQ RAIN BIRD 8 SERIES 1806- SAM -PRS RAIN BIRD 1400 SERIES 1401 -PA -8S -PRS - SEE SHEET 41 FOR COMPLETE IRRIGATION SCHEDULE. � P\, r i rk i EXIST � °D PLAN -EXIST ESMT ::::.A EXIST R/W 0 5 10 20 40 60 WASHINGTON REGISTERED LAND CAPE ARCHITECT E!CIZA TH BS ON CERTIFI E NO. 538 SEE SHEETS 41 AND 42 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES rt ° It �,q R- 361492 1� CALL 3 WORKING DAYS BEFORE YOU DIG: 811 mo C nm 3 z m m a 0 o D I #N Z az 0 Z s v � u 3 m z m � a D c ay 8 s m� m D n N -6 O D 3 V o � n z vi 8 D O D 0 S WASHINGTON REGISTERED LANPSCAP F ARCHITECT IZA TH (-0BSON CERTIFI E NO. 538 PLAN O 11 5 10 20 40 .1 SEE SHEETS 41 AND 42 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES CONSTRUCTION NOTES 05 INSTALL VALVE BOX IN PLANTER, TIGHT TO EDGE OF SIDEWALK OR CURB. LOCATION SHOWN IS DIAGRAMMATIC. O6 INSTALL MAIN LINE IN PLANTER OR TIGHT AGAINST BACK OF SIDEWALK OR CURB. LOCATION SHOWN IS DIAGRAMMATIC; DO NOT LOCATE BENEATH PROPOSED TREE ROOTBALL 07 CUT AND CAP EXISTING LATERAL SUPPLY LINE IN PLANTER. OS REMOVE EXISTING IRRIGATION IN PLANTER STRIP NORTH OF BEGINNING OF NEW PAVEMENT (APPROX. STA 12 +70, LEFT). 09 EXISTING IRRIGATION THIS AREA TO REMAIN. CONNECT TO NEW CONTROL VALVE. TEST AND REPAIR AS NECESSARY FOR A FULLY FUNCTIONAL ZONE. 11 INSTALL MANUAL SHUT OFF VALVE BEFORE AUTOMATIC rl) CONTROL VALVE, SEE DETAIL SHEET 42 H W W 2 N W3 11 c ` -c at y q3 R=361493 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 � SPRINKLER HEAD SCHEDULE Q SYMBOL MANUFACTURER MODEL NO. D m D ny >c ® EXISTING SPRINKLER HEAD 1806- SAM -PRS z EST RAIN BIRD STRIP SERIES v= 8H 8Q RAIN BIRD 8 SERIES 1806- SAM -PRS a SEE SHEET 41 FOR COMPLETE IRRIGATION SCHEDULE. m I � m W3 11 c ` -c at y q3 R=361493 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 � z m D m D ny >c _ O 1 v= 9 I o z 3 m I � m � I 4 18 O a p °o CCD z z Y 3 C m m O �y m D m D ny >c _ O 1 � 3 � 9 I o z 3 z m D °° D O DC N 9 z IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NO. DESCRIPTION C o G N A L EST SST EXISTING SPRINKLER HEAD RAIN BIRD STRIP SERIES 1806— SAM —PRS EXISTING SHRUB HEAD. A SQ RAIN BIRD 8 SERIES 1806— SAM —PRS SHRUB HEAD — 6" PLASTIC POP —UP. 6' RADIUS AT 30 PSI. INSTALL ON FLEXIBLE RISER. 9 RAIN BIRD 1400 SERIES 1401 —PA -8S —PRS FULL — CIRCLE FLOOD BUBBLER — INSTALL PER DETAIL SHEET 42. ® TORO SENTINEL CONTROLLER SSAK12PS16NS4 (1) 12— STATION OUTDOOR CONTROLLER WITH YAGI ANTENNA MOUNTED ABOVE, STAINLESS STEEL PEDESTAL MOUNTED WITH CONCRETE FOUNDATION CB -24. SEE SIGNAL PLANS FOR 120V ELECTRICAL SERVICE. PROVIDE 3 SPARE WIRES (RED) FROM CONTROLLER THROUGH EACH CONTROL VALVE BOX, TO FURTHEST VALVE BOX FROM CONTROLLER. RAINBIRD 100 —PEB 1" AUTOMATIC CONTROL VALVE. PROVIDE ONE QUICK COUPLER AT VALVE #4 AND ONE AT VALVE #2, SEE DETAIL THIS SHEET. POC POINT OF CONNECTION EQUIPMENT, SEE DETAILS SHEET 42. X FEBCO 850 1" DOUBLE CHECK VALVE. Qv LEGEND s n BRASS BALL VALVE, SIZE TO FIT LINE OQ RAIN BIRD 44 —DLRC 1" BRASS QUICK COUPLER VALVE WITH LOCKING VINYL COVER. INSTALL ONE AT DOUBLE CHECK VALVE ASSEMBLY. INSTALL PER DETAIL SHEET 42. ❑fa 1" IRRIGATION METER. METER TO BE INSTALLED BY CITY OF RENTON. - - -- 1 1/2" PVC SCH 40 IRRIGATION MAIN LINE — 24" MIN COVER. PVC SCH 40, LATERAL SUPPLY LINE, SIZE PER PLANS — 18" MIN. COVER, EXCEPT AT FILTERRA UNIT LOCATION. SLEEVING, PVC SCHEDULE 40, SIZE TWICE INSERT PIPE DIA. z 1 INDICATES VALVE # �— INDICATES APPROX. GPM INDICATES VALVE SIZE 10.5 1" — ..,... ... ---- E OF CURB TYPICAL SPRINKLER RISER NTS SPRINKLER FLUSH WITH GRADE FINISH GRADE P.V.C. NIPPLE 360• PVC TRIPLE SWING JOINT P.V.C. PRESSURE MAIN PVC TEE (SxS) OR ELBOW WITH THREADED OUTLET VALVE BOX QUICK COUPLER 3" BELOW TOP OF GRADE FINISH GRADE PVC ELBOW (SxS) OR TEE PVC PRESSURE MAIN WASHINGTON REGISTERED LAND CAP ARCHITECT E!LIZA TH BSON CERTIFI E NO. 538 0 r> CONTROL WIRES LOCATE PER ENCLOSURE 1 J I ,=P7 7�p, PVC CONDUIT SWEEP --' TO ELECTRICAL CONNECTION, SEE SIGNAL PLAN, SHEET 27. SIZE AS REQUIRED. PVC TEE (SxSxS) PVC BUSHING (SxS) OR FEMALE ADAPTER 3' WIRE LOOP AUTOMATIC CONTROL VALVE PVC NIPPLE (THxS), 0 OF VALVE, MINIMUM 4" LONG, SCHEDULE 80 REDUCER (SxS) WITH SLIP FITTING, TYPICAL VALVE BOX PVC 90' ELBOW (SxS) PVC NIPPLE (SxS), SIZE & TYPE SAME AS PRESSURE MAIN AUTOMATIC CONTROL VALVE NTS PVC LATERAL LINE BRICK OR CONC. BLOCK SUPPORTS, TYPICAL EACH CORNER 4" MINIMUM PEA GRAVEL SUMP CONTROLLER ENCLOSURE 4 ANCHOR BOLTS WITH WASHERS & 2 NUTS (TYP) CONCRETE FOUNDATION FINISH GRADE PVC CONDUIT SWEEP FOR VALVE WIRES TO CONTROL VALVES. NOTE: INSTALL WIRE BUNDLE BELOW PIPE CL i GENERAL NOTES 1. COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH INSTALLATION OF FILTERRA UNIT AND OTHER UTILITIES. LOCATE AND PROTECT ALL UNDERGROUND UTILITIES DURING INSTALLATION OF IRRIGATION SYSTEM. 2. NO GALVANIZED FITTINGS. ONLY BRASS OR SCH 40 PVC SHALL BE USED. 3. IRRIGATION SYSTEM SHALL BE INSTALLED, TESTED, MAINTAINED AND GUARANTEED AS PER SPECIFICATIONS. 4. IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT 30 PSI. CONTRACTOR SHALL FIELD CHECK EXISTING WATER PRESSURE, ADJUSTING PRV AS NECESSARY TO PROVIDE OPTIMUM PERFORMANCE. 5. LOCATIONS OF IRRIGATION MAIN LINE, LATERALS, SLEEVING AND VALVES INDICATED ON DRAWINGS ARE SCHEMATIC ONLY. DO NOT LOCATE PIPING UNDER PROPOSED TREE ROOTBALL LOCATIONS. ADJUST LOCATIONS AS NECESSARY. DO NOT OVERSPRAY ONTO PAVED SURFACES. 6. IRRIGATION MAIN LINE LOCATION IS DIAGRAMMATIC. LINE SHALL BE PLACED IN PLANTING AREAS WHERE EVER POSSIBLE. 7. MAIN LINE SHALL BE BURIED TO A DEPTH OF 30" BELOW FINISH GRADE. LATERAL LINE SHALL BE BURIED TO A DEPTH OF 18" BELOW FINISH GRADE, EXCEPT AT FILTERRA UNIT LOCATION, SEE DETAILS SHEET 42. 8. SLEEVE UNDER ALL PAVED SURFACES AND CONCRETE SIDEWALK. SEE IRRIGATION PLANS FOR LOCATION OF PVC SLEEVING, SLEEVING SHALL BE 2 TIMES THE DIAMETER OF THE INSERT PIPE AND WIRES. 9. CONTROLLER WIRES SHALL BE TAPED TOGETHER IN A BUNDLE AT 10' INTERVALS. SNAKE WIRE IN BOTTOM OF PIPE TRENCH WHERE POSSIBLE. WHERE PIPE TRENCH IS UNAVAILABLE WIRES SHALL BE PLACED IN SLEEVING. WIRES TO CONTROLLER SHALL BE PLACED IN 1" / 1.5" SLEEVE, USE 3M DBY SPLICE KITS. 10. ALL EQUIPMENT SHALL BE AS SPECIFIED OR APPROVED EQUAL BY CITY OF RENTON. SYSTEM IS SPECIFICALLY DESIGNED FOR IRRIGATION EQUIPMENT SHOWN ON PLANS AND SUBSTITUTION WILL REQUIRE REDESIGN AND RECALCULATION OF IRRIGATION ZONES. 11. IRRIGATION TRENCHING NEAR ANY TREES TO REMAIN SHALL BE DONE WITH THE MINIMUM AMOUNT OF DISTURBANCE POSSIBLE. TRIM AND CUT CLEAN ANY EXPOSED OR DAMAGED ROOTS. COPPER TRACE WIRE FOR ALL MAIN AND LATERAL LINES IRRIGATION MAINLINE, SIZE AS INDICATED ON PLAN WIRE BUNDLE TAPED TOGETHER AT 10' INTERVALS CONTROL WIRE BUNDLE INSTALLATION NTS R- 361494 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 N 0 c m p B C o G N O 1 N m ° o � mN z N 0 c >y B m m o G N O 1 N m ° o � mN z Z rz s n m ;n U �z m z m z m N 0 c >y m m o G N - _z yz 1 N 1 aD o � m 3 z I; o D N Q 9 0 € m PVC I COPPER BACK TO METER ALL FITTINGS PVC FINISH GRADE PVC IRRIGATION MAIN� . I reJ 0 0 0 0 ° 4 0.. o g° ° ° 0° . _ qo0 004 °0 °�.° .. 0 0 E • °O,. ,0 0 0 . _ °op° o. °. .0.0 ° o . o o , O b' T C c c 4 4 v STACKED METER BOXES PER CITY OF RENTON STANDARDS. SIZE TO FIT EQUIPMENT. 3 0 J l� NOTE: INSTALL ASSEMBLY IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN - 340.8. SEE POINT OF CONNECTION ASSEMBLY, THIS SHEET. DETAIL DOUBLE CHECK VALVE ASSEMBLY NTS SIDE ELEVATION SECTION THROUGH MAIN LINE FINISH GRADE VALVE BOX QUICK COUPLER (2) STAINLESS STEEL CLAMPS TO STAKE P.V.C. NIPPLE 3' #4 REBAR STAKE 360' PVC TRIPLE SWING JOINT P.V.C. PRESSURE MAIN PVC TEE OR ELBOW WITH (SxS) OUTLET QUICK COUPLER OR SPRINKLER BODY 360' PVC TRIPLE SWING JOINT PVC TEE (SxS) AT MAINLINE NOTE: ALL THE FITTINGS AND PIPE TO BE SAME DIA. AS IPS FEMALE CONNECTION OF QUICK COUPLER/ SPRINKLER HEAD QUICK COUPLING VALVE NTS COMPACT BACKFlLL APPROVED DOUBLE CHECK VALVE, INSTALL PER CITY OF RENTON STANDARDS. COPPER UNION AND PIPE PRESSURE REDUCING VALVE (REQUIRED) // /I WASHINGTON REGISTERED LAND CAP ARCHITECT IZA TH BSON CERTIFI E NO. 538 PRESSURE MAIN CONNECT TO SHUT OFF VALVE AND METER TREE ROOTBALL LATERAL LINE li :Nmm in (V X 0 m a a a F VALVE BOX ;OMPACT BACKFlLL STANDARD VALVE BOX WITH LOCKING COVER - FLUSH WITH FINISH GRADE GATE VALVE BRASS UNION, TYP. PRESSURE MAIN 6" MIN. DEPTH PEA GRAVEL SUMP BRASS MANUAL SHUT -OFF VALVE NTS TREE GRATE TYP FINISHED GRADE MULCH LAYER PLASTIC CAP FLOOD BUBBLER WITH Y2" FEMALE THREADED INLET SHRUB ADAPTOR PEA GRAVEL 4" ADS CPP PERFORATED BLACK PLASTIC PIPE, 1" LENGTH ''Iii Y27 NIPPLE BARBED POLYETHYLENE ELBOW & MARLEX STREET 90' Y2" DIA. POLYETHYLENE FLEX PIPE LENGTH AS NECESSARY BARBED POLYETHYLENE ELBOW PVC TEE OR ELBOW FLOOD BUBBLER ASSEMBLY NTS IRRIGATION MAIN LINE DOUBLE CHECK VALVE - 1" PRESSURE REDUCING VALVE (REQUIRED) MANUAL SHUT OFF VALVE, INSTALL IN SEPARATE VALVE BOX IRRIGATION METER - 1" ©: i 1" QUICK COUPLER VALVE TO PRESSURE MAIN NOTE: CONNECTION TO PRESSURE MAIN SHALL NOT BE MADE UNTIL IRRIGATION MAIN LINE IS PRESSURE TESTED. TYPICAL POINT OF CONNECTION ASSEMBLY NTS CONNECTION TO SPRINKLER HEAD. SEE FLOOD BUBBLER ASSEMBLY THIS SHEET TOP OF CURB IRRIGATION LATERAL SUPPLY LINE PVC CONDUIT PRECAST INTO CENTER OF BOX WALL, FOR IRRIGATION SUPPLY LINE CONNECTION TO SPRINKLER HEAD. SEE FLOOD BUBBLER ASSEMBLY THIS SHEET ELEVATION ----- ---- - - - - -� I I I / \ I IRRIGATION LATERAL SUPPLY LINE — 22t 1 I I I UNIT SIZE A B 4' X 4' 2' -6" 2' -6" 4' X 6' 2' -6" 3' -6" m - - -- FACE OF CURB PLAN X. LAYER BY ;AST TREE GRATE PVC CONDUIT PRECAST INTO CENTER OF BOX WALL, FOR IRRIGATION SUPPLY FILTERRA THROAT OPENING FILTERRA UNIT IRRIGATION PLANNING LAYOUT NTS R- 361495 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 8 O D ;` D m m m z 0 m = C nm m Zi m 0 c � u Yn —� 0 � N z 0 o w z o F� 3 A z � m z 8 O D ;` D m m m z 0 m = C nm m Zi m 0 c � u Yn —� 0 � N z 0 o w z o F� 3 .p z �o z o0 m z G) i f 0 5 10 20 40 60 WASHINGTON REGISTERED LAND CAP ARCHITECT IZA TH BSON CERTIFI E NO. 538 CONSTRUCTION NOTES 0 WEED AND CLEAN UP PLANTING AREA PRIOR TO BARK MULCH PLACEMENT. PROTECT EXISTING PLANT MATERIAL, INSTALL 2" BARK MULCH OVER ENTIRE AREA. 20 EXISTING LANDSCAPING THIS AREA. CONTRACTOR TO REPLACE IN KIND (SIZE AND TYPE) ANY PLANTS DAMAGED BY CONSTRUCTION ACTIVITY. w w N CD O st U) N w z J c H a SEE SHEET 47 FOR LANDSCAPE CALL 3 WORKING DAYS SCHEDULE, DETAILS AND BEFORE YOU DIG: GENERAL NOTES R=361496 811 i o N D � D 0g m > �] D u aN an+ Z zz o ■ _ m z 2 46 Z x ao s c m 3 3 o M� r.. 3 z I n N D c $o o > �] g R N u 0 € n an+ ■ ,n o ■ _ m 46 s � O 3 o M� r.. 3 z I ti $o o z a g R N Z ■ ,n ■ _ m F- w w 0 0 v <r w z J U 0 5 10 20 40 60 NUMBER I REVISION DESCRIPTION I BY I APP. I DATE WASHINGTON REGISTERED LAN95CA,Pg ARCHITECT IZA TH BSON CERTIFI E NO. 538 SEE SHEET 47 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES R- 361491 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 SURVEYED: KPG DRAWN BV: EM CONSTRUCTION NOTES Oj WEED AND CLEAN UP PLANTING AREA PRIOR TO BARK SOUTH LAKE WASHINGTON ,15 DRAWING NO. `+`+ MULCH PLACEMENT, PROTECT EXISTING PLANT MATERIAL, DESIGN BY: EM 7538,, INSTALL 2" BARK MULCH OVER EN11RE AREA. m o2 EXISTING LANDSCAPING THIS AREA. CONTRACTOR TO ,n CHECK BY: EG REPLACE IN KIND (SIZE AND TYPE) ANY PLANTS DAMAGED w a BY CONSTRUCTION ACTIVITY. w FED AID NO. v=i 03 RELOCATED EXISTING TREE. SEE SITE PREPARATION & TESC CD PLAN SHEETS 9 AND 10 FOR EXISTING LOCATIONS AND CD wwwkpgcom APPROXIMATE CLEARING LIMITS. EXISTING TREES TO BE 00 RELOCATED SHALL BE STORED, HEELED IN, WATERED AND FILE: 08046LAND01.dwg PROTECTED FOR THE DURATION UN11L PLANTING OCCURS. N BY xx DATE: XX RELOCATED TREES THAT ARE DAMAGED DURING SHEET NO. 44 OF 53 CONSTRUCTION SHALL BE REPLACED WITH COMPARABLE 4J I SPECIES, CALIPER, HEIGHT AND SPREAD AS ORIGINAL TREE. REPLANT RELOCATED TREES PER TYPICAL TREE PLANTING Nz DETAIL SHEET 47. OINSTALL 12" TOPSOIL TYPE A AND 2" BARK MULCH THIS AREA. R- 361491 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 SURVEYED: KPG DRAWN BV: EM �� CITY OF RENTON SOUTH LAKE WASHINGTON ,15 DRAWING NO. `+`+ RECORD DESIGN BY: EM 7538,, DRAWINGS m Public Works Department ROADWAY IMPROVEMENTS PROJECT NO. 11156 CHECK BY: EG A9 Taomm,WA,Ave Seattle, WA 98109 Tacoma, WA 98402 Z a 'z LANDSCAPE PLAN FED AID NO. (206)28&1640 (253627 -0720 PREPARED BY KPG, JULY 2014 0 a> APPROVED FOR CONSTRUCTION DATE: FEB 2012 PROJ MGR: NJD wwwkpgcom BASED ON CONSTRUCTION RECORDS 9 O FILE: 08046LAND01.dwg C BY xx DATE: XX STA 44 +00 TO STA 48 +00 SHEET NO. 44 OF 53 C O c R m € 8 a N z 0 m m o D TED M O D a0 O c 8 a O 0 m n o D M a0 Z a 'z 1 0 a> m Z W3 R 9 O Z C € ; C I n m Nz m z M O c a 1° a M 0 m D o D G > Z a 'z 1 0 a> 1 � W3 9 O C 3 z I � a 1° M 0 D mN Z L CD C u n � � w S5 w 5 o LOGAN AVE N + 00 ° m D I a m w Z J v 2 H EXIST R /W- R /W- ' ` i x I 5 Ni T2 1 I - 6 3� 16 +00 1 ti a o° 0 h C; 17 +00 o° x a o 0 o si COD 3 = EXIST R/W EXIST R/W ,Act 4 Qom= G Q - ..__._.,..,.._._.. �' 114z" 20 ViQ EXIST ESMT PLAN MqT�� 73 x r cc2 2 x 50 0 5 10 20 40 60 Tq x O ¢8xoo S x yFFT ¢¢ C 4 a,At �r WASHINGTON REGISTERED LAND CAPE ARCHITECT EDZA NTHQOBSON CERTIFICATE N0. 538 18 +00 SEE SHEET 47 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES CONSTRUCTION NOTES 01 INSTALL 2" BARK MULCH THIS AREA. 04 INSTALL 12" TOPSOIL TYPE A AND 2" BARK MULCH IN THIS AREA. 0 SAVE AND PROTECT EXISTING TREES, SEE DETAIL SHEET 47. O6 INSTALL 2" TOPSOIL TYPE A THIS AREA. Og INSTALL 24" TOPSOIL TYPE A AND 2" BARK MULCH IN SIDEWALK PLANTER. �� ; %�• �6i x'9'8' R=361498 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 mo C u n � m 3 W a o m Sa I I I� 8 O n D �o D D N e z g Z Z s 90 7 3 W z m m I I� IS o a o m Sa ° m D I a m yn v o m 3 z I I� IS o a o Sa I a z n WASHINGTON REGISTERED LAND CAPE ARCHITECT E!CIZAqE-,T,H(-OBSON CERTIFI E NO. 538 ;j ZIIIIIIIIIIIIIII WQ 0 5 10 20 40 60 Ln W W 2 N CD CD V) (n W Z J 2 U H Q CONSTRUCTION NOTES 0 INSTALL 2" TOPSOIL TYPE A THIS AREA. 07 EXISTING TREES THIS AREA TO REMAIN, SAVE AND PROTECT. REMOVE EXISTING SHRUBS AND GROUND COVER AND PLANT AS SHOWN. INSTALL TOPSOIL AS REQUIRED TO BRING TO GRADE. INSTALL 2" BARK MULCH SO INSTALL 24" TOPSOIL TYPE A AND 2" BARK MULCH IN THIS AREA LL 3 WORKING SEE SHEET 47 FOR LANDSCAPE Rm361499 CABEFORE YOU D G YS SCHEDULE, DETAILS AND GENERAL NOTES 811 Ae. %z- - �o? yqq- Z z g m x 0o L C u �] 0o D m D z 3F D � w N m m m Z 1 I I r 0o a 9 u �] 0o a � O D 3F D � w Gs z Z z (Y") X29 2 @ ; x C m m z m m n c r 0o a � m u �] 0o € `a g � °z F � m I � as o w z 3 z I � o 0o 0o D a � z