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CITY OF RENTON LEI z 0 LLJ 0 gLES SC, WAS��rj�,�r0 33242 =ISTER�'9 3NAL EZ' 14 Z CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS I DATES 1 /3/14 BY, �ECS� 1 TIB # 8-1-102(033)-1 NE 3rd / 4th CORRIDOR IMPROVEMENTS PHASE 1 INTERSECTION IMPROVEMENTS PROJECT LOCATION VICINITY MAP NOT TO SCALE W bi co NE 6TH ST z Q Li W Z 0 cn \ _. z 0 o w z 0 :D I I _J 1 NE 4TH ST NE 4TH ST 405 LL, - 1- 2-1 1-- I Lli Lli Q Q w J Z J Z o U Q NE ST a 7STS PROJECT LOCATION 9� 405 FF�F) 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametdx.com INDEX TO DRAWINGS DWG NO. SHT NO. SHEET TITLE GENERAL 1 IN 1 VICINITY MAP AND INDEX 2 LA1 LEGEND AND ABBREVIATIONS 3 RS1 ROADWAY SECTIONS - SHEET 1 4 RS2 ROADWAY SECTIONS - SHEET 2 5 RS3 ROADWAY SECTIONS - SHEET 3 CIVIL 6 SP1 RIGHT-OF-WAY, ALIGNMENT AND SITE PREPARATION - SHEET 1 7 SP2 RIGHT-OF-WAY, ALIGNMENT AND SITE PREPARATION - SHEET 2 8 SP3 RIGHT-OF-WAY, ALIGNMENT AND SITE PREPARATION - SHEET 3 9 PP1 PLAN' AND PROFILE - NE 4TH ST - STA 1+00 TO STA 6+50 9.5 PP1 B UTILITY CROSS SECTION RECORDS 10 PP2 PLAN AND PROFILE - NE 4TH ST - STA 6+50 TO STA 11 +00 11 PP3 PLAN' AND PROFILE - WHITMAN CT NE 12 PP4 PLAN' AND PROFILE - SAFEWAY DRIVEWAY AND PARKING LOT 13 DP1 DRIVEWAY PROFILES 14 MD1 MISCELLANEOUS DETAILS - SHEET 1 15 MD2 MISCELLANEOUS DETAILS - SHEET 2 16 MD3 MISCELLANEOUS DETAILS - SHEET 3 17 MD4 MISCELLANEOUS DETAILS - SHEET 4 18 WP1 WALL PROFILES 19 WD1 WALL. DETAILS 20 SW1 BIOFILTRATION VAULT DETAILS 21 UG1 UTILITY UNDERGROUNDING - GENERAL NOTES AND DETAILS 22 UG2 UTILITY UNDERGROUNDING PLAN - NE 4TH ST- STA 1 +00 TO STA 6+00 23 UG3 UTILITY UNDERGROUNDING PLAN - NE 4TH ST- STA 6+00 TO STA 11+00 24 E1 ELECTRICAL PLAN - SHEET 1 25 E2 ELECTRICAL PLAN - SHEET 2 AND LUMINAIRE POLE SCHEDULE 26 E3 TRAFFIC SIGNAL PLAN 27 E4 ELECTRICAL CONDUIT / WIRE SCHEDULES 28 E51 SIGNAL WIRING DIAGRAM 29 E6 SIGNAL POLE SCHEDULE AND DETAILS 30 E7 SIGNAL DETAILS 31 E8 PEDESTRIAN PUSH BUTTON POST DETAILS - SHEET 1 32 E9 PEDESTRIAN PUSH BUTTON POST DETAILS - SHEET 2 33 E10 ITS - FIBER-OPTIC SPICING DETAIL 34 CH 1 CHANNELIZATI'ON AND SIGNING PLAN - NE 4TH ST 35 CH2 CHANNELIZATION AND SIGNING PLAN - WHITMAN CT NE AND USPS PARKING LOTS LANDSCAPE 36 LS1 LANDSCAPE PLAN 37 LS2 LANDSCAPE PLAN 38 LS3 LANDSCAPE PLAN 39 LS4 PLANTING SCHEDULE, DETAILS, AND NOTES, 40 IR1 IRRIGATION PLAN 41 IR2 IRRIGATION PLAN 42 IR3 IRRIGATION PLAN 43 IR4 IRRIGATION SCHEDULE, DETAILS, AND NOTES NE 4th WATER MAIN IMPROVEMENTS PROJECT (KING COUNTY WATER DISTRICT NO.90 - BY ROTH HILL) 1 W1 WATER PLAN - NE 4TH ST - STA 1 +00 TO STA 5+50 2 W2 WATER PLAN - NE 4TH ST - STA 5+50 TO STA 10+00 3 W3 PUMP STATION WATER CONNECTION 4 W4 WATER DETAILS N THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER', DEFINING KNOWN VICINITY MAP DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID NOT TO SCALE ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL. ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO N APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWNI, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN! IDENTIFIED. SURVEYED: SCALE: DATE:: u VERTICAL. AD 1 83/1 NE 3rd / 4th CORRIDOR IMPROVEMENTS / / AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF $ $ , 2 DESIGNED: J C. SCHOTT ••� RENTON PHASE 1 INTERSECTION IMPROVEMENTS AELDBOOK: DRAWN: V. RUBASHKA ONE INCH i DATUM Planning/Building/Public Works Dept. DRAWING NO: 1 RECORD DRAWINGS ECS 1 3 14 CHECKED: I AT FULL SCALE Approved For Construction VICINITY MAP AND INDEX I N 1 NO. I REVISION I BY I DATE APPR APPROVED: SCALE NOT ONE INCH ALE ACCORDINGLY SHEET:. OF: Robert M. Hanson P.E. Date 01 43 mmmmammm L LI a z 0 Ld 0 M u.i a z J u_ r 'Q LINETYPES: — ------------------------------ BUILDING LINE (EXISTING) CREEK/DITCH CENTERLINE (EX) CURB/PAVEMENT/SIDEWALK (EX) CONSTRUCTION ACCESS ROAD (PROPOSED) OPTIONAL CONSTRUCTION ACCESS ROAD (PROPOSED) EXISTING e SYMBOLS: PROPOSED FENCE (EXISTING) H x x x TEMPORARY FENCE (PROPOSED) Z W ❑ ❑ ❑ ❑ ❑ SILT FENCE (PROPOSED) W C 0 C O CHAIN LINK FENCE (PROPOSED) > O n n n In In n n n n GUARDRAIL (PROPOSED) ORDINARY HIGH WATER MARK LEI "/ "/ "/ "' MARSH/SWAMP PERIMETER (EXISTING) OCENTERLINE 13 0 — — CENTERLINE (PROPOSED) T ------------------------------- CONTOUR (EXISTING) �� ��A __ _n CONTOUR (INDEX) O CO CONTOUR (PROPOSED) d' EASEMENT (PERMANENT) PROPERTY LINE (EXISTING) M W RIGHT—OF—WAY (EXISTING) N El Z — — — — — — — — — — — — — — - JACKING PIT LIMITS (PROPOSED) >-----< / SAWCUT LINE (PROPOSED) �° _ _ CABLE TELEVISION (AERIAL) r_y.z_ mzm�vn, Gn. CABLE TELEVISION (BURIED) FM FORCE MAIN G GAS — — P -- POWER (AERIAL) P POWER (BURIED) S SANITARY SEWER D STORM DRAINAGE LID UNDER DRAIN T .G —� TELEPHONE (AERIAL) T TELEPHONE (BURIED) FO FIBER OPTIC (BURIED) W WATER PROPOSED UTILITY ALES & t, OF WAS�I� r W CALL 48 HOURS .i 33 TEBEFORE YOU DIG T 1z�9 '� SIONAL ', A 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATE: 1 /3/14 BYL ECS TIB # 8-1-102(033)-1 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 95374 T.253.604.6600 F.253.604.6799 www.parametrix.com DESCRIPTION EMBANKMENT &VIA ZiF� ROCKERY TREE (CONIFER) TREE (DECIDUOUS) SIGN YARD LIGHT GAS METER GAS VALVE POWER VAULT UTILITY POLE UTILITY POLE ANCHOR TELEPHONE RISER TELEPHONE VAULT ANGLE POINT BLOCK CORNER MONUMENT (SURFACE) SURVEY CONTROL POINT SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN STORM DRAIN CULVERT STORM DRAIN MANHOLE CAP/PLUG COUPLING REDUCER THRUST BLOCK WATER METER HYDRANT AIR RELIEF GATE/GENERAL PLUG VALVE TEE BEND BORE ABBREVIATIONS: AC ASPHALT CONCRETE AP ANGLE POINT APPROX APPROXIMATELY ARV AIR RELIEF VALVE BNSF BURLINGTON NORTHERN SAATE FE BOT BOTTOM BOW BACK OF WALK CENTER LINE CCES CASCADE CASING END SPACER CDF CONTROLLED DENSITY FILL CLR CLEARANCE CONIC CONCRETE CONN CONNECTION CONST CONSTRUCTION COR CITY OF RENTON CPEP CORRUGATED POLYETHYLENE PIPE CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE DET DETAIL DIP DUCTILE IRON PIPE DIA DIAMETER DR DIMENSION RATIO DWG DRAWING E EAST, EASTING EA EACH EL ELEVATION EQ EQUAL EST ESTIMATED EOP EDGE OF PAVEMENT EX EXISTING FL FLOW LINE FO FIBER-OPTIC FOW FRONT OF WALK FT FOOT G GAS GALV GALVANIZED GND GROUND HDPE HIGH DENSITY POLYETHYLENE HMA HOT MIX ASPHALT HORIZ HORIZONTAL HP HIGH PRESSURE HT HEIGHT ID INSIDE DIAMETER IE INVERT ELEVATION K.C. KING COUNTY KCWD KING COUNTY WATER DISTRICT NO. 90 L, LT LEFT LTC LICENSE TO CONSTRUCT EASEMENT MAX MAXIMUM MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT N NORTH, NORTHING NOM NOMINAL NST NO STEEPER THAN OC ON CENTER OD OUTSIDE DIAMETER PAV'T PAVEMENT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PLCS PLACES PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE RAD RADIUS RD ROAD RELOC RELOCATE REQ'D REQUIRED ROW, R/W RIGHT OF WAY R, RT RIGHT RSD RENTON SCHOOL DISTRICT S SLOPE, SOUTH SD STORM DRAIN SDR STANDARD DIMENSION RATIO SMFO SINGLE MODE FIBER-OPTIC SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE STA STATI O N STD STANDARD STL STEEL TCE TEMPORARY CONSTRUCTION EASEMENT TEMP TEMPORARY THK THICK TYP TYPICAL U/G UNDERGROUND USPS SUNITED STATE POSTAL SERVICE VERT VERTICAL W WATER, WEST W/ WITH THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SURVEYED: SCALE: DATE: - ��y VERTICAL NAVD 19� NE 3rd / 4th CORRIDOR IMPROVEMENTS / / DESIGNED: AS SHOWN HORIZONTAL• NAD 1983/1991 CITY OF 8 8 12 PHASE 1 INTERSECTION IMPROVEMENTS AELDBOOK. DRAWN: C. SC"OTT RENTON V. RUBASHKA ONE INCH Planning/Building/Public Works De t. DRAWING NO: 1 RECORD DRAWINGS ECS 1 3 14 CHECKED: I I DATUMP LEGEND AND ABBREVIATIONS LA I AT FULL SCALE Approved or Construction IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: Robert M. Hanson P.E. Date 02 43 wommmmP.3L� Q � LLI z I— ` `-' W W 0 0 W 0 w a 0 0 0 0 4w d' i M W Z '�A7 a i 0 y u.i w W U- EX R/W MATCH EXISTING MATCH EXISTING CURB �gLES Sc EX HMA PAVEMENT NE 4TH STREET - STA 1+19 TO 2+78.5 TYPICAL SECTION 1'A NO SCALE TYP EX R/W R/W STA 6+20 TO STA 6+74 SEE SPECIAL SECTION MATCH EXISTING CURB CL STA 6+20 TO 6+74 SPECIAL SECTION �1 NO SCALE - EX HMA PAVEMENT CL * VARIES FROM 2' AT STA 2+88.0 TO 4.5' AT STA 2+95.0 NE 4TH STREET - STA 2+78.5 TO 7+50 TYPICAL SECTION j � NO SCALE TYP 0 STA 4+88.8 TO STA 5+51.6 :E SPECIAL SECTION C oc EX R/W R/W CL R/W VARIES 4 _ _ 42 I I 0.5' 5'* 4.5'*_ A 5' PLANTING BIKE LANE STRIP \ I I 0.521 - �► r-1 2 3 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATES 1/3/14 BYt ECS CALL 48 HOURS3324 GSTEg��'w4 BEFORE YOU DIG ,22 1-800-424-5555 TIB # 8-1-102(033)-1 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F.253.604.6799 www.parametdx.com 33' 33' _ 11' 11' 6' 6' 11' TRAVEL LANE TRAVEL LANE TURN TURN TRAVEL LANE LANE LANE EX HMA PAVEMENT EX PCC PAVEMENT �T.. EX PCC PAVEMENT —�- — —\�— \�7`�\�\_-- —------- 7/1 26 26 18 * VARIES FROM STA 8+73 TO 9+03, SEE PLAN { 7 RECORD D:fAIT t r S NE 4TH STREET - STA 7+50 TO 9+03 TYPICAL SECTION j� NO SCALE TYP SURVEYED: DESIGNED: C. SCHOTT DRAWN: V. RUBASHKA ECS 1 3 1 4 CHECKED: BY DATE APPR APPROVED: 0.5' 10' 5' Z PLANTING 'STRIP TRAVEL LANE BIKE LANE VARIES 111: TYP EX HMA PAVEMENT 21 i 78 8 7 IN U CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-02. O2 0.33' PERVIOUS CEMENT CONC SIDEWALK. O3 0.33' INFILTRATION BASE ROCK, SEE SPECIAL PROVISIONS FOR SUBGRADE PROTECTION/PREPARATION. 4O 0.25' HMA CL. PG 64-22 —WEARING COURSE. OS 0.25' HMA CL. PG 64-22 —LEVELING COURSE. O6 0.50' CRUSHED SURFACING TOP COURSE. O7 COMPACTED SUBGRADE. O8 SEE LANDSCAPE PLANS. O9 COATED CHAIN LINK FENCE TYPE 6. 10 CHAIN LINK FENCE TYPE USPS— 8 FT HT. 11 COATED CHAIN LINK FENCE TYPE 3 (MOD.) — 8 FT HT. 12 CHAIN LINK FENCE TYPE 6. 13 PROTECT EXISTING CURB AND GUTTER TO REMAIN. G0.35' PLANING BITUMINOUS PAVEMENT. aSTRUCTURAL EARTH WALL GBACKFILL FOR STRUCTURAL EARTH WALL. 17 0.33' CEMENT CONC SIDEWALK WITH 0.15' CRUSHED SURFACING TOP COURSE. 18 0.67' CEMENT CONC PAVEMENT PER WSDOT STD PLAN A-40.10-02 WITH 0.35' CRUSHED SURFACING TOP COURSE. GEMBANKMENT COMPACTION (NATIVE MATERIAL). 20 GRAVEL BORROW INCI HAUL. 21 CEMENT CONC TYPE 410C CURB, SEE MD2 22 CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F-10.12-02. 24 EXISTING CURB AND GUTTER TO REMAIN EXCEPT AT DRIVEWAY ENTRANCES, SEE PP PLANS. 26 SAWCUT FACE OF EXIST CONC PAVEMENT TO PROVIDE CLEAN SMOOTH SURFACE FOR %4" JOINT MATERIAL. OMIT TIE BARS. 16' 6' EX SIDEWALK STA 7+97 TO STA 8+23 SEE SPECIAL SECTION F RS2 THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SCALE: DATE: HORIZONTAL- NAD 1983/1991 �► CITY OF NE 3rd / 4th CORRIDOR IMPROVEMENTS 8/8/12 As SHOWN PHASE 1 INTERSECTION IMPROVEMENTS FIELDBOOK: RENTON PAGE: ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING NO: IFAT FULL NOT ONECIALEH Approved For Construction ROADWAY SECTIONS - SHEET 1 RS 1 SCALE ACCORDINGLY \ SHEET. OF Robert M. Hanson P.E. Date 03 43 mommommm NOTES: EX HMA PAVEMENT NE 4TH STREET STA 7+97 TO 8+22.9 SPECIAL SECTION � NO SCALE RS1 VCEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-02. 20 0.33' PERVIOUS CEMENT CONC SIDEWALK. 0.33' INFILTRATION BASE ROCK, SEE SPECIAL PROVISIONS FOR SUBGRADE PROTECTION/PREPARATION. 40 0.25' HMA CL. PIS 64-22 - WEARING COURSE. 0 0.25' HMA CL. PG 64-22 - LEVELING COURSE. O0.50' CRUSHED SURFACING TOP COURSE. 000MPACTED SUBGRADE. TO EX JOINT (D SEE LANDSCAPE PLANS. COATED CHAIN LINK FENCE TYPE 6. EX CL R/W 42' ------ -------- 16 PERMANENT EASEMENT 33' 0.5' 1 61 11, 11, 51 PLANTING ISTRIP 6$ - 8- -.-a TURN TRAVEL LANE TRAVEL LANE VARIES (1 3'1± TYP) EX SIDEWALK LANE -D- EX HMA PAVEMENT 21 0.5 EX PCQ PAVEMENT 26 8 18 7 NE 4TH STREET STA 7+90 TO 10+82 TYPICAL SECTION j� NO SCALE TYP USPS ACCESS ROAD SEE SECT 0.5' 4.5* pia-1 24 51* 7.5'* ALKWAYIPLANTING STRI -1.9% 9 13'* 039* MAIL DROP DRIVEWAY L-U2 1--U8 3 WHITMAN CT NE STA 101+84 TO 103+00 TYPICAL SECTION (--j� NO SCALE TYP PROTECT EX WALL, CURBS AND PAVING TO REMAIN PROTECT 10 EXISTING �EX HMA PAVING WALL REVISED TO CONFORM WITH CONSTRUCTION RECORDS eof S& wDATEi 1/3/14 Byl ECS rl�WA 0 0 0 0 CALL 48 HOURS 33242 BEFORE YOU DIG T_ ,22 1-800-424-5555 NA TIB 8-1-102(033)-1 6 WIDTH VARIES AS NEEDED BETWEEN �q�\ PROPOSED CURB AND EX WALL DDIMENSIONS VARY, SEE STA 101+84 TO STA 101+95 RECONSTRUCT CURB AND PAVING SAME AS SHOWN IN SECT 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com 1 RECORD DRAWINGS NO. REVISION EXIS` 8 CHAIN LINK FENCE TYPE USPS- 8 FT HT. GCOATED CHAIN LINK FENCE TYPE 3 (MOD.) - 8 FT HT. 0 CHAIN LINK FENCE TYPE 6. GPROTECT EXISTING CURB AND GUTTER TO REMAIN. 14 0.35' PLANING BITUMINOUS PAVEMENT. 15 STRUCTURAL EARTH WALL. SBACKFILL FOR STRUCTURAL EARTH WALL. (D 0.33' CEMENT CONC SIDEWALK WITH 0.15' CRUSHED SURFACING TOP COURSE. CEMENT CONC PAVEMENT PER WSDOT STD PLAN 60.67' A-40.10-02 WITH 0.35' CRUSHED SURFACING TOP COURSE. EX P/L USPS ACCESS ROAD SEE SECT -0.5'- -2'* 28.5'* .5' MIN* VARIES* BIOFILTRATION SWALE GEMBANKMENT COMPACTION (NATIVE MATERIAL). 20 GRAVEL BORROW INCL HAUL. GCEMENT CONC TYPE 410C CURB, SEE 0 CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F-10.12-02. 0 EXISTING CURB AND GUTTER TO REMAIN EXCEPT AT DRIVEWAY ENTRANCES, SEE PP PLANS. - -------- -------- 026 SAWCUT FACE OF EXIST CONC PAVEMENT TO PROVIDE CLEAN SMOOTH SURFACE FOR Y4" JOINT MATERIAL. OMIT TIE BARS. 0.5'! n10 22 MATCH 0.5 EXISTING 24 EX U 8 VARIES HMA PAVING 8 2% A SAWCUT 2 7 4 2 8 3 3 5 19 VARIES - 4.5' 299--l-ft 4.5' 9 V DIMENSIONS VARY, SEE r9ft,*N WHITMAN CT NE STA 101+10 TO 101+84 STA 106+69 TO STA 107+01 SEE SPECIAL SECTION PROP P/L 2' WALL EASEMENT PING BUILDING `EX ELECTRICAL ENCLOSURE 12 TYPICAL SECTION rH-%\ NO SCALE TYP EX COLST 4.5' 12' P/L m. - PLANTING TRAVEL LANE I STRIP I I 11 8 1 12' TURN LANE -2.0 EX D/W CL 14' TRAVEL LANE `�4J \ 6 REMOVE TOP 2' OF OF 2 OVE EX CURB MATCH EX WALKWAY 7 L ROCK WALL \//x �//x \//x �//x \i/\\ \\ �, Xl /1 / "1 16 TIEBACKS 16 WHITMAN CT NE STA 105+95 TO 107+05 16 \Z TYPICAL SECTION rK--,\ 15 WALL "C" NO SCALE TYP 7 THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN -LEVELING PAD DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMA11ON PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SURVEYED: SCALE: DATE: VERTICAL NAVD 1988 8/8/12 HORIZONTAL- NAD 19"/1991 NE 3rd 4th CORRIDOR IMPROVEMENTS DESIGNED: AS SHOWN 1916 CITY OF FIEUDBOOK: C. SCHOTT PHASE 1 INTERSECTION IMPROVEMENTS DRAWN: FENTON PAGE: V. RUBASHKA I ONE INCH Planning/Building/Public Works Dept. DRAWING NO: ECS 1/3/1 CHECKED: AT FULL SCALE Approved For Construction ROADWAY SECTIONS - SHEET 2 RS2 IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY SHEET: OF: BY DATE APPR Robert M. Hanson P.E. Date 1 04 43 QQQQQQ � Q M U) w Lh O Lli Q � Z W W 0 0 a_ W 0 w G. 0 0 0 d' L M W Z PROP P/L 2' WALL EASEMENT MAINTENANCE ACCESS RAMP, SEE !� MAINTENANCE ACCESS RAMP SPECIAL SECTION �L1 NO SCALE REMOVE IX FENCE cif 5 1� w "C" C WP1 CL D/W 0.5' 9' 1 n' CL 1 n' �' i ._7' POST OFFICE DRIVEWAY TYPICAL SECTION NO SCALE TYP VARIES _, 1' , _ 3' _ , _ 10' 22 SAWCUT REMOVE EX CURB �AT MAINTENANCE ACCESS ROMP USPS ACCESS ROAD WHITMAN AVE NE STA 100+70 TO STA 103+00 _ TYPICAL SECTION j� NO SCALE TYP REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATES 1 /3/14 BY, ECS CALL 48 HOURS le BEFORE YOU DIG ,ZZ� 1-800-424-5555 TIB # 8-1-102(033)-1 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F. 253.604.6799 www.parametrix.com 0 2' 00 Q ■ IM ;II WO I, VARIES VARIES 11� SEE PLAN SEE PLAN 3' MIN 1 9% _ SAWCUT — VARIES_ 2.0% 4 8 7 17 8 6 WATER DISTRICT 90/ AUTOZONE PARKING TYPICAL SECTION j2 NO SCALE TYP VA WALL "A" A WP1 )SWALE DWLINE .2� 22 2.0% c 4 6 2' VALLEY GUTTER, SEE 1 RS3 VARIES_ I VARIES ELEVATION LEFT PER DRAWING NO. PP2 2' N L 33 CL I Vow . vV■ 0 CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-02. O0.33' PERVIOUS CEMENT CONC SIDEWALK. (3 0.33' INFILTRATION BASE ROCK, SEE SPECIAL PROVISIONS FOR SUBGRADE PROTECTION/PREPARATION. 0.25' HMA CL. °' PG 64-22 — WEARING COURSE. O0.25' HMA CL. PG 64-22 - LEVELING COURSE. 0 0.50' CRUSHED SURFACING TOP COURSE. OCOMPACTED SUBGRADE. 08 SEE LANDSCAPE PLANS. G)9 COATED CHAIN LINK FENCE TYPE 6. 10 CHAIN LINK FENCE TYPE USPS— 8 FT HT. 11 COATED CHAIN LINK FENCE TYPE 3 (MOD.) — 8 FT HT. 12 CHAIN LINK FENCE TYPE 6. GPROTECT EXISTING CURB AND GUTTER TO REMAIN. G0.35' PLANING BITUMINOUS PAVEMENT. aSTRUCTURAL EARTH WALL. GBACKFILL FOR STRUCTURAL EARTH WALL. 17 0.33' CEMENT CONC SIDEWALK WITH 0.15' CRUSHED SURFACING TOP COURSE. G0.67' CEMENT CONC PAVEMENT PER WSDOT STD PLAN A-40.10-02 WITH 0.35' CRUSHED SURFACING TOP COURSE. GEMBANKMENT COMPACTION (NATIVE MATERIAL). 20 GRAVEL BORROW INCL HAUL. Ul CEMENT CONIC TYPE 410C CURB, SEE MD2 22 CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F-10.12-02. 24 EXISTING CURB AND GUTTER TO REMAIN EXCEPT AT DRIVEWAY ENTRANCES, SEE PP PLANS. Q6) SAWCUT FACE OF EXIST CONC PAVEMENT TO PROVIDE CLEAN SMOOTH SURFACE FOR Y4" JOINT MATERIAL. OMIT TI E BARS. 2' FLOWLINE VALLEY GUTTER ELEVATION LEFT PER DRAWING wln nnn NE 4TH STREET STA 7+00 TO 8+02 (LEFT) VALLEY GUTTER SPECIAL GUTTER SECTION DETAIL �1 NO SCALE TYP NO SCALE TYP THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL, DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SURVEYED: SCALE: DATE: ""GAL NAVD 1983/1991 � V NE 3rd / 4th CORRIDOR IMPROVEMENTS 8 8 /p/ DESIGNED: AS SHOWN HORIZONTAL: NAD 19�= CITY 1 OF 1 2 C. SCHOTT 11 PHASE 1 INTERSECTION IMPROVEMENTS A�BOOK: 2 RECORD DRAWINGS ECS 1 3 14 DRAWN. V. RUBASHKA - RENTON DATUM Planning/Building/Public Works Dept. DRAWING N0: 1 ADDED SECTION Q AND DETAIL 1 ECS 1/30 CHECKED: ONE INCH AT FULL SCALE Approved For Construction ROADWAY SECTIONS - SHEET 3 RS3 IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEEP: OF: Robert M. Hanson P.E. Date 05 43 NEENNEWN I Im 0 pI R A O Cn Cn 4i zz W Z Uj Ii SHELL STATION TACO TIME I ' ' I O I I I � o I STA 2+79, 62.0' LT --- I STA 2+79, 51.0' LT STA 2+99, 62.0' LT TEMPORARY S 5 1 9.7' LT ' ' EX AP CONSTRUCTION __-_ STA 1 +29, 34.2' LT 1 EASEMENT (TYP) STA 4+94, 51. ' T 1 ' ' ' • • ' ' ' �' STA 2+99, 52.0' LT-'l STA 4+74, 52.0 12 - STA 3+00 4 L ® J (3) 14 . I LEGEND: SAWCUT LINE AUTO ZONE SILT FENCE ' o a o o TEMPORARY SECURITY FENCE x x TEMPORARY CONSTRUCTION FENCE REMOVE STORM SEWER PIPE o 0 0 - o - o - o - ABANDON STORM SEWER PIPE BY ' SAWCUT TO EX JOINT FILLING PIPE WITH CDF ® STORM DRAIN INLET PROTECTION I 2 3 TOP ROW ONLY (APPROX 7') PER WSDOT STD PLAN I-40.20-OC ' REMOVE CEMENT CONC I STA 5+96, 52.0' LT CURB/CURB AND GUTTER STA 5+96, 44.0 LT LICENSE TO CONSTRUCT EASEMENT I STA 5+88, 52.0' IT I .... 49.5'• LT ,49.5' LT .. I i 1 - — — — — — — — - PERMANENT EASEMENT •••••••••••••.••.• •.•• • • TEMPORARY CONSTRUCTION P- .......................... 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T --p, MONUMENT IN CASE, SW. CORNER OF o --__D SECTION 10, T.23N., R.5E., WM., VISITED NOV. 2010 PMX #9000 P / o I DATUM NOTES: W W- T n T F D D --- FO. G FO G- -W W O W T FO F - f -_ _ _— ------ Lt I W WALGREENS I I PLAN SCALE IN FEET N 0 20 40 HORIZONTAL: WASHINGTON STATE PLANE COORDINATE SYSTEM NAD88/91, NORTH ZONE PER GPS TIES TO WSRN. VERTICAL: NAVD88 PER GPS TIES TO WSRN CONTROL POINTS: PMX #9000 FOUND 1 /8" BRASS PIN IN CONC. MONUMENT IN CASE, SW. CORNER OF SECTION 10, T.23N., R.5E., WM., VISITED NOV. 2010 PMX #9000 N 181068.016 E 1311396.763 ELEV. 401.03 PMX #9001 FOUND K.C. 3" BRASS DISK IN CONC. MONUMENT IN CASE, MONUMENT STAMPED 1 /4 CORNER FOR SECTIONS 10 AND 15, T.23N., R.5E., WM., VISITED NOV. 2010 N 180980.111 E 1313980.946 ELEV. 398.21 ES�f REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATEi 1/3/14 BY, ECS "' CALL 48 HOURS3 M2 S42 ' '=ISTER��� BEFORE YOU DIG' )NAL� ,�� 1-800-424-5555 r % �� TI B # 8-1-102( 033) -1 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametrix.com -G _ S 4+ G • G_ W W w w W T FO FO FO P P P P T R W P---- D -- D D I � I I VACANT I i I DEMOLITION NOTES: Ot REMOVE TREE OREMOVE BLOCK WALL O3 REMOVE METAL HANDRAIL O4 REMOVE ROCK WALL- MIN 2' BELOW BOTTOM OF PROPOSED CSTC O5 REMOVE TIMBER WALL O6 REMOVE CHAIN LINK FENCE O7 REMOVE CONCRETE PAVEMENT MARKER OREMOVE CONCRETE BOCK WALL AND TRASH ENCLOSURE FOUNDATION O9 REMOVE RAISED TRAFFIC ISLAND CURB AND ASPHALT CONCRETE PAVEMENT/SURFACING TO TOP OF EXISTING CEMENT CONCRETE 10 PROTECT EXISTING TREE TO REMAIN. SEE SHEET LS4. GREMOVE DRAINAGE STRUCTURE 12 REMOVE DECOMISSIONED PUBLIC UTILITIES METER CABINET, JUNCTION BOX AND WIRING. ABANDON CONDUIT. 13 REMOVE BOLLARD 14 REMOVE IRRIGATION CONTROL BOX 15 TEMPORARY SECURITY FENCE 8 TEMPORARY CONSTRUCTION FENCE REMOVE CEMENT CONCRETE 04 SIDEWALK /PAVEMENT a :. W CLEARING AND GRUBBING • W ..._ Ica W •::e::;:�:::::;:�:::o;:°;:: REMOVE ASPHALT W ••••••••°°•• ••"•'•°•• CONCRETE PAVEMENT ....CD .. CD GENERAL NOTES: 1. SEE CHANNELIZATION & SIGNAGE PLANS FOR SIGN REMOVAL/RELOCATION AND PAVEMENT MARKING REMOVALS. Uj Z 2. THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE -W _! APPROXIMATE. ASPHALT CONCRETE REMOVAL LIMITS 1= SHALL BE MARKED IN THE FIELD BY CONTRACTOR 11 0 AND CITY CONSTRUCTION OBSERVER. CONTRACTOR a SHALL BE RESPONSIBLE FOR COORDINATION FIELD MARKING PRIOR TO DEMOLITION ACTIVITIES 3. SEE ILLUMINATION PLAN FOR ILLUMINATION EQUIPMENT REMOVAL AND RELOCATION 1 4. SILT FENCE AND TEMPORARY CONSTRUCTION FENCE SHALL BE 0.5' INSIDE THE LIMITS OF R/W OR TEMPORARY CONSTRUCTION EASEMENT/LICENSE TO CONSTRUCT EXCEPT AS SHOWN ON THE PLAN. 5. CLEARING AND GRUBBING TO LIMITS OF R/W OR SILT FENCE/TEMPORARY CONSTRUCTION FENCE EXCEPT AS SHOWN ON PLAN. 6. CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATION SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR REMOVAL AND CLEARING AND GRUBBING. PAVEMENT THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SURVEYED: SCALE: DATE: p HORIZONTAL: NAVD 19138 83/1 NE 3rd / 4th CORRIDOR IMPROVEMENTS / / DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF $ $ 12 C. SCHOTT 7NA PHASE 1 INTERSECTION IMPROVEMENTS FAELDBOOK: DRAWN: RENTON J. BETZVOG ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING NO: 1 RECORD DRAWINGS ECS 11 /3/141 CHECKED: AT FULL SCALE Approved For Construction RIGHT-OF-WAY, ALIGNMENT AND SP 1 IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SITE PREPARATION - SHEET 1 SHEET: OF: Robert M. Hanson P.E. Date 06 43 mmmmmmmm LT TA 107 899 ® O .................... •...............• •••oe♦e e♦.•o moo♦• o....e.e.o....e• ................................. ........... ... e........... ; ees ' :. �foeofesof• ............ e••♦♦•o♦♦•oe •• •• e•ee•e.ee•e••ee. ,. e♦oo♦♦•• ••••ee♦eee•••e•eeeo •.• �a .••• �•fe• /•I •�e.►•.e be 4••e9 STA 107+89, 1.5' LT -STA' 107+74, 1. ' LT STA 107+53, 103.3' LT STA 107+74, 45.5' LT � F'TA 107+53, k2.0'LT )(2)13 I ... ..... . • .......... .. 5TA • 107 26, 16.7' L -- -- -- ....... ...... .... • • .............. ............................. STA 107+35 0.5' LT ... ••.eee. ...... .......................... :: ... •. ...................................... .. ****. . ..o.... . ... . ..e.• �„ •, , •' .... ''�'. ." ' STA 107+35 25.0' RT :..............:+ ................... ......... ... 14 (2 N I 1 c S3 S EASEMENT .3' RT' ......:}...........................'.............. ............ STA 107+33 25.0 RT TO EX CUR JOIT ............::..................................... I �® ... •. ♦...00 ... .................. . ••♦oee.... .o.....• ............ e•o♦♦o•♦♦.•♦♦.•♦e •.e •ees• •oe. e• •• • ............... ,♦••. eeo♦♦••e e• •• 0000seees •eee •• • P •••♦oe♦♦ee♦eoe.eo •o♦ee.ee♦♦ee • • • ose♦.e , o 0 LLI . •♦•ee.•oee♦•ee .... ••..: .... .e .e000......... L tlI � � ................ .vY sTi'aT . m..,. •..w. ..... w... — — Q> ................ ............... ........ ... .... ............. P.. z ............... ::::.:... • • ' �i :�-:�• :::}$s ::�k�� .....:::.... .. STA 107+25 25.0' RTI ...... ......... .... . ••e eee•.• eee•♦. •♦♦ee♦•ee•eeee••e.•ee•e•• •• •♦•• • e • • • •.lee • l W - ...........:: ' .... ...LT ................ • . • ................ ........... STA 107+06, 25.1' RTI Ld SAWCUT AT EX JOINT ..•.. ......................... ...... ....�.:::............ , o .......... ..::..:::.: �.:.:.:.:.:: j STA 107+01 83.3 RT eero ••• ..• .................. ......... • e• ... .eee• ee •...e .........♦..• , f Q • ••• e• e••♦oe♦•c• • .e .. . .o •••••• LV ... TA + 18.7 •� .... ... Q o •••e:::::::::::::e:•oe. • — — — — — — — 0 0 0 0 1 8 —CDa o It — — — — — — .•• ..e .e. • •• - • ee•• eooe •et •• STA 107+06, 48.0 RT STA 107+32, 80.8 LT ' O 0 ° ••••••••••••••••• •• 0 15SA106 93 I I i :...:::::::::::::1:: _ ----------------- STA 107+14 61.1 LT 37.0 LT • • :••• :•••••••• ::• . I ' Q .. :: STA 106+95 78.1' LT e........"' - STA 107 1 LT •� I I ...:. • ........ fi.. : I , END I :• :i:: =:: I ................... � • ............. •♦•• • To ' •o oe eo oe eo eeeoo oe SAFEWAY 0 STA 107+05, 67.3' LT O I DI TRIO o ' •� 6 I •...e........... • U e♦•o •s ee •o•.•e • e ee�o ...... • I 1 �, 90 • ' "" "'° PROPOSED 7.5'X70' AUTO ZONE ... .....'.... . ................. :•••°••:::•::::::• : 1 UTILITY EASEMENT ' d' o P OPOS CCESS EASE EN I i ••• = °••• 15 STA 106+30, 78.8' LT x I :• = �=�� = STA 106+33 49.3' RT 16 �. , LO IN GATE..............."°"""""I • o .....e 1 1 ............... ..♦e.... .♦c. ♦.•BEGIN F 'O,4 M .. , •f1 - F jASEMENT • �. • 1 �► III 6 1 R STA •53.5' LTVIA xmxx I j >�>��� � � � J,�':'r�.�`iir�j�-i��lrJili!i!iR♦i �6T" .��.tl" " .� I� .�iT � �` � ���� _ ♦ �♦ ♦♦''♦♦♦♦♦♦ ♦ � � �♦..�.�.-.® -♦ ♦�r1,-�111!•�l�J! _►.. Jrr.�.�i�r���.J�'r��� M tT .�•i i— �. �' 1 i - .r. .r r •. �tr .� �-4�1,"�`A�®-♦�♦�♦�♦-0��� 1�`►-'6♦♦-♦,�.-����-��♦-♦�♦�♦�♦����-��♦i�-♦-♦-♦ie�Y-.wi..�--�'J-.�o.��-v-u �—. � �. �rh.�.�il�_��I�r�t�irJ�J?����IJI�'! ������J��•.'�,�� � ���������ia DEMOLITION NOTES: 0REMOVE TREE OREMOVE BLOCK WAIL OREMOVE METAL HANDRAIL O4 REMOVE ROCK WALL- MIN 2' BELOW BOTTOM OF PROPOSED CSTC O5 REMOVE TIMBER WALL 6O REMOVE CHAIN LINK FENCE O7 REMOVE CONCRETE PAVEMENT MARKER OREMOVE CONCRETE BLOCK WALL AND TRASH ENCLOSURE FOUNDATION OREMOVE RAISED TRAFFIC ISLAND CURB AND ASPHALT CONCRETE PAVEMENT/SURFACING TO TOP OF EXISTING CEMENT CONCRETE PAVEMENT 5 .5' T 5 .5' T 6 d --------------- •ee•♦o e♦.•ee♦o oo♦e•♦♦ e.♦• ...... e♦e e...• ee •e •eo♦♦oe ♦eee♦•• e• •• .e e.• •.• .� •.e • ee♦♦♦•♦o♦• �'w♦� .-cs_ ••o••�f,{y•......................•♦......{...�•.•♦o♦o •♦oo♦e•♦e e♦♦o •ee o• • � VV \A! •e• • •• • •♦• s • •♦• •♦♦o♦es o•• eo•♦♦i..l•'oo•♦--�.. eo•ee••oee oo o••e eef•f-f1•• so•o• oo ••o♦♦• e•eo♦• •............• .............. ♦ VV r STA 7+08 43. LT ... ........ ... .. ♦yam ........................:...... - w• ee .•• • • • .o e.♦ oos •• .e000• • oe •• ♦ : `.�•� s • ....... •♦♦♦♦♦♦♦• LU S A 6+69 43.5' LT -STA 7 1, 43:5' LT - '• •• •• • e D D =D— Pi D 7.5' — — - U .................. ITY EASEME w 11 1 — — LV ..e.............. TO EX CURB JOINT — W .... .... 88• 03' 06" 7+00 .......... ST +889 23.3 ) 7.7 8+0 EDGE OF, CONC - 0 9 _ 0 S88' 0406-E .... ... 1 10 PROTECT EXISTING TREE TO REMAIN. SEE SHEEP LS4. 11 REMOVE DRAINAGE STRUCTURE 12 REMOVE DECOMISSIONED PUBLIC UTILITIES METER CABINET, JUNCTION BOX AND WIRING. ABANDON CONDUIT. 13 REMOVE BOLLARD 14 REMOVE IRRIGATION CONTROL BOX 15 TEMPORARY SECURITY FENCE 16 TEMPORARY CONSTRUCTION FENCE L ► k I STA 26+85, 00.0' LT FOUND K.C. 3" BRASS DISK IN CONC. MONUMENT IN CASE, MONUMENT STAMP 1 /4 CORNER FOR SECTIONS 10 AND 15, T.23N., R.5E., WM., VISITED NOV. 2010 PMX #9001 REMOVE SHRUBS ONLY I 10 A// D STA 1 a+82, 2 .0' — — o �TA_1-05+50 o _ 8 12 6.0 RT 9 ................. �'— — — — — STA + 12 42. G RT o DG OF CON 0 0 0 0 0 0 w ;;;; ••••.• 2..58:0• RT 1rt L STA 8 1, 53. RT 1 C o _ IJ! w...:.:........:.............:::........::::::::... ...... ...................... EX JOINT END Q S A 10+ 1, 32.8 RT _ STA 7+04, 45.0 T ♦. r..m ..... .................. .. .................... EX7 DINT — — — z 16 .L'�`�..A;:'?.•?::' ..............'....... Via,,,:.. ...:.:::::::::........................................................ ,-- — o .. ... .... .........................'.................. fir: ...............................♦..................... .................. 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VACANT STA 7+32, 67.5' RT Cn_ STA 104+66, 21.0' LT � ': 0 TO EX JOINT STA 104+52, 21.0' LT STA 8+43, 74. ' 14T MATCH LINE STA 104+50 SEE SHEET SP3 STA 7+72, 74.0' RT � ?,LES SC, of WAS,9,. �0 I .A �3 0�11' CALL 48 HOURS 33242 ' BEFORE YOU DIG USTEg ' )NAL�1,Z� 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATEI 1/3/14 BYI ECS TIB # 8-1-102(033)-1 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametdx.com 1 RECORD DRAWINGS NO. sm 11 1 F0—- LEGEND: SAWCUT LINE SILT FENCE TEMPORARY SECURITY FENCE x x TEMPORARY CONSTRUCTION FENCE REMOVE STORM SEWER PIPE 0 0 0 0 0 o ABANDON STORM SEWER PIPE BY FILLING PIPE WITH CDF 13 STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 1-40.20-OC REMOVE CEMENT CONIC CURB/CURB AND GUTTER • • • • • • • • • • • • • LICENSE TO CONSTRUCT EASEMENT - - - - - - - - - PERMANENT EASEMENT - - TEMPORARY CONSTRUCTION EASEMENT REMOVE CEMENT CONCRETE SIDEWALK / PAVEMENT CLEARING AND GRUBBING .. ♦ . e ................... e """"""°°°""""" ee..oe oo•e •ooe•e•e••se •e• REMOVE ASPHALT ee"e........•....•...... ......................... ......................... ............. ... CONCRETE PAVEMENT GENERAL NOTES: 1. SEE CHANNELIZATION & SIGNAGE PLANS FOR SIGN REMOVAL/RELOCATION AND PAVEMENT MARKING REMOVALS. 2. THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE. ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION FIELD MARKING PRIOR TO DEMOLITION ACTIVITIES 3. SEE ILLUMINATION PLAN FOR ILLUMINATION EQUIPMENT REMOVAL AND RELOCATION 4. SILT FENCE AND TEMPORARY CONSTRUCTION FENCE SHALL BE 0.5' INSIDE THE LIMITS OF R/W OR TEMPORARY CONSTRUCTION EASEMENT/LICENSE TO CONSTRUCT EXCEPT AS SHOWN ON THE PLAN. 5. CLEARING AND GRUBBING TO LIMITS OF R/W OR SILT FENCE/TEMPORARY CONSTRUCTION FENCE EXCEPT AS SHOWN ON PLAN. CONTRACTOR SHALL NEATLY CUT AND CAP h;EXISTING IRRIGATION SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR REMOVAL AND CLEARING AND GRUBBING. STA 9+080 58.0' RT ................ • ee �eeoo eooe •.e �e••♦ooc eooe oe e000. •o ..................................... STA 10+59, 55.2' T .eoee•♦♦•es oeeo •e •e se eeeeeo eooe eoeeee .......................... STA 10+61, 80.0' RT Go I STA 8+41, 73.0' RT 16 o- 7' CHAIN a __i,,�' I� STA 10+71, 87.0' RT US POST OFFICE 1-3' STA 9+22, 80.8' RT STA 10+08, 79.4' RT STA 9+25, 87.0' RT STA 10+17, 78.7' RT STA 10+36, 78.5' RT PLAN THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN SCALE IN FEET N ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT 0 2O 4O APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SURVEYED: SCALE: DATE: VERTICAL- NAVD 19M NE 3rd / 4th CORRIDOR IMPROVEMENTS D: DESIGNEAS SHOWN HORIZONTAL: NAD 1983/199t CITY OF 8 8 12 C. SCHOTT PHASE 1 INTERSECTION IMPROVEMENTS AEW130OK: DRAWN: RENTON J. BETZVOG ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING No: ECS 11/3/141 CHECKED: AT FULL SCALE Approved For Construction RIGHT-OF-WAY, ALIGNMENT AND SP2 IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SITE PREPARATION - SHEET 2 SHEET: OF: Robert M. Hanson P.E. Date 07 43 mommmmmm 1n 1 I STA 99+76, 39.0' LT I STA 102+96, 21.0' LT 1 X-1 1 T [ � m m FP I X � 1 I STA 99+76, 21.0' RT �x BEGIN 1 i 1 1 1 �f STA 100+35, 85.0' RT VACANT STA 7+3. 10S+tJU, 0.0 K1 C - W STA 103+05,�21.=nM-r' S WH ITMAN CT N E _ TO EX CURB JOINT 104+00 ®` NO 47 48 E L J Uj u O O U) W W W In'22 5 LF + A; W u' STA 103+ 4, 2 .8' R I Z U`y ■ STA 103+44, 49.0' RT 1 STA 103+26, 49.0' RT I STA 100+35, 101.0' RT C) — o ,--�- — — — — — — — — 6 6 LFf IX — FOR NEW GATE X O I PLAN VACANT SCALE IN FEET 1 Z --------- - — 0 20 40 �gLES Cl �� OF VITAS 1 O W ST- GISTEg�' �'IONAL � 22a CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DAM 1 /3/14 BY, ECS TIB # 8-1-102(033)-1 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametrix.com DEMOLITION NOTES: 0REMOVE TREE OREMOVE BLOCK WALL OREMOVE METAL HANDRAIL O4 REMOVE ROCK WALL- MIN 2' BELOW BOTTOM OF PROPOSED CSTC O5 REMOVE TIMBER WALL O6 REMOVE CHAIN LINK FENCE O7 REMOVE CONCRETE PAVEMENT MARKER O8 REMOVE CONCRETE BLOCK WALL AND TRASH ENCLOSURE FOUNDATION O9 REMOVE RAISED TRAFFIC ISLAND CURB AND ASPHALT CONCRETE PAVEMENT/SURFACING TO TOP OF EXISTING CEMENT CONCRETE PAVEMENT --------------- US POST OFFICE — --t- SPROTECT EXISTING TREE TO REMAIN. SEE SHEET LS4. GREMOVE DRAINAGE STRUCTURE 12 REMOVE DECOMISSIONED PUBLIC UTILITIES METER CABINET, JUNCTION BOX AND WIRING. ABANDON CONDUIT. GREMOVE BOLLARD 14 REMOVE IRRIGATION CONTROL BOX 15 TEMPORARY SECURITY FENCE 16 TEMPORARY CONSTRUCTION FENCE LEGEND: SAWCUT LINE SILT FENCE v TEMPORARY SECURITY FENCE x x TEMPORARY CONSTRUCTION FENCE REMOVE STORM SEWER PIPE ABANDON STORM SEWER PIPE BY FILLING PIPE WITH CDF ® STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 1-40.20- _____�___ REMOVE CEMENT CONIC CURB/CURB AND GUTTER • • • • • • • • • • • • • LICENSE TO CONSTRUCT EASEMENT - - - - - - - - - PERMANENT EASEMENT TEMPORARY ■ CONSTRUCTION EASEMENT ................. ►�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i� REMOVE O ►Oi�Oi�i�i�i�i�i�i�i�i�i�i�i�iO�i ■ . VEMENT I ZrZZZZzza Z/-dO-m I I - 1 9 a •s•esoo•soesee•eoe•ee REMOVE ASPHALT CONCRETE PAVEMENT GENERAL NOTES: 1. SEE CHANNELIZATION & SIGNAGE PLANS FOR SIGN REMOVAL/RELOCATION AND PAVEMENT MARKING REMOVALS. 2. THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE. ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION FIELD MARKING PRIOR TO DEMOLITION ACTIVITIES 3. SEE ILLUMINATION PLAN FOR ILLUMINATION EQUIPMENT REMOVAL AND RELOCATION 4. SILT FENCE AND TEMPORARY CONSTRUCTION FENCE SHALL BE 0.5' INSIDE THE LIMITS OF R/W OR TEMPORARY CONSTRUCTION EASEMENT/LICENSE TO CONSTRUCT EXCEPT AS SHOWN ON THE PLAN. 5. CLEARING AND GRUBBING TO LIMITS OF R/W OR SILT FENCE/TEMPORARY CONSTRUCTION FENCE EXCEPT AS SHOWN ON PLAN. 6. CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATION SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR REMOVAL AND CLEARING AND GRUBBING. THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SURVEYED: SCALE. DATE: VERTICAL, NAVD 7988 CITY NE 3rd / 4th CORRIDOR IMPROVEMENTS / / DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 :� '= C1. 1 1 ®� 8 8 12 C. SCHOTT 1r1 1T PHASE 1 INTERSECTION IMPROVEMENTS F LDBOOK: DRAWN: t 1 WN 1 0� J. BETZVOG ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING NO: 1 RECORD DRAWINGS ECS 1 Z3114 CHECKED: AT FULL SCALE Approved I —or Construction RIGHT-OF-WAY, ALIGNMENT AND SP3 IF NOT ONE INCH NO. REVISION BY DATE APPR SCALE ACCORDINGLY APPROVED: SITE PREPARATION -SHEET 3 SHEET: OF: Robert M. Hanson P.E. Date 08 43 �Pl[R111F�[�1�3f� a SHELL c+'r A'rl O%kI STA 4+75.10 43.9' LT �'Allfewfill klf%ree- PROPOSED KCWD,,WATER LINE. Ix SEE WATER P S A - FO -- _ WALGREENS ROADWAY SECTION LIMITS_ SEE SECTION A RS1 410' CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 '--EXISTING GROUND AT CENTER LINE (TYP) PROPOSED GROUND AT CENTER LINE (TYP) PROPOSED GROUND AT LEFT FLOWLINE (TYP) WALGREENS (/ N l 7- 0 0 -0 AS -BUILT SURVEY NOTES: PROFILE AS -BUILDS BY WHITE SHIELD, INC. HORIZ: 1 "=20' 23412 68TH AVE. SOUTH VERT: 1 "=5' KENT, WA 98032 REVISE 253-867-6070 OFFICE CONST 253-867-6075 FAX CHARLES E. PORTER, PLS 30937 DATE'_ LAST DATE IN FIELD MAY 24, 2013 - ROADWAY SECTION LIMITS SEE SECTION RS1 SIDEWALK THICKENED EDGE VACANT 410' 400' 390' �1 CEMENT CONC DRIVEWAY ENTRANCE PER WSDOT STD PLAN F-90.10-01, 8" THICK, SEE DRIVEWAY SCHEDULE O2 CEMENT CONC SIDEWALK. SEE LEGEND FOR TYPE O3 CEMENT CONC WSDOT STD PLAN TRAFFIC CURB AND GUTTER PER F-10.12-02 O4 CEMENT CONC PLAN F-10.12-02 PEDESTRIAN CURB PER WSDOT STD O5 CEMENT CONC F-10.12-02 TRAFFIC CURB PER WSDOT STD PAN 6 CEMENT CONC CURB RAMP O7 CEMENT CONC A PER WSDOT CURB RAMP TYPE SINGLE DIRECTION STD PLAN F-40.16-01 O8 CHAIN LINK FENCE TYPE 6 PER COR STD PLAN L002 O9 CHAIN LINK FENCE TYPE USPS - 8 FT HT 11 DOUBLE COATED CHAIN LINK GATE PER COR STANDARD PLAN L003 WITH MODIFICATIONS PER SPECIAL PROVISIONS, WIDTH OF OPENING AS NOTED ON PLAN 12 COATED CHAIN LINK FENCE TYPE 3-MOD - 8 FT HT RELOCATE EX AUTOMATIC GATE OPERATOR AND 13 CONTROL SYSTEM TO NEW 20' ROLLING GATE, SEE SPECIAL PROVISIIONS 14 SINGLE 6 FT CHAIN LINK GATE PER COR STD PLAN L003 15 SINGLE 4 FT CHAIN LINK GATE THROUGH EX FENCE SSERVICE CONNECTION, DIA AS NOTED ON PLAN 17 ADJUST CATCH BASIN 18 ADJUST MANHOLE 19 ADJUST VALVE BOX 20 LOCKING SOLID METAL COVER AND FRAME FOR CATCH BASIN 21 RESET EXISTING HYDRANT 22 CEMENT CONC TYPE 410C CURB, SEE e8 MD2 23 TEMPORARY FENCE 24 REVISE LANDSCAPE PLANTER TO CONC PAVEMENT 8" THICK AND PROVIDE SURFACE -MOUNT BOLLARD TO PROTECT NEW LIGHT POLE. LEGEND: PERVIOUS CEMENT CONC SIDEWALK CEMENT CONC PAVEMENT/SIDEWALK .............................�:...... .................................................. ................................................. HMA CL Y" PG 64-22 PAVEMENT ••••••••••• LANDSCAPE AREA -SEE PLANTING PLANS <XXXX> AS -BUILT INFO PROVIDED BY CONTRACTOR'S SURVEYOR, SEE AS -BUILT SURVEY NOTES. DRIVEWAY SCHEDULE THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND X STA PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN OFFSET I TYPE I WIDTH VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID 1 1 +87.7 LT 1 ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES 2 2+49.4 LT 1 AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL 3 3+15.9 LT 3 DRAWING HAVE BEEN IDENTIFIED. 4 1 4+94.5 1 LT 3 SURVEYED: SCALE: c VERTICAL• NAVD 7988 NE 3rd / 4th CORRIDOR IMPROVEMENTS AS SI-I®tA/pt HORIZONTAL- NAD 1983/7991 :� ` CTT�% ®� DESIGNED: 9Y1� K-,— C. CITV 1 3 RECORD DRAWINGS ECS 1 3 14 scHOTT"kREN,TON 2 REVISED PAVEMENT AND SIDEWALK LIMITS ECS 12 31 DRAWN: Ir J. BEiZVOG Planning/Building/Public 1019 39TH AVENUE SE, SUITE 100 ONE INCH DATUMWorksDept. PUYALLUP, WASHINGTON 98374 1 ADJUSTED FLOW LINE ELEVATIONS ECS 11 /20 CHECKED: AT FULL SCALE Approved For Construction T. 253.604.6600 F. 253.604.6799 IF NOT ONE INCH TIB # 8-1-102 033 1 vivmparametrix.com NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY �— Robert M. Hanson P.E. Date PHASE 1 INTERSECTION IMPROVEMENTS 34' 34' 30' 33' 12/31/12 U7.16:1 PLAN AND PROFILE PP 1 NE 4TH ST - STA 1+00 TO STA 6+50 SHE: 09 OlF*43 ICIA11511808c- AUTO ZONE ::� .....:::•............................ . > - `5� �I WATER ::;'. >>� > ,>> p » ,f c6 8 NOTES. Ate::: • > , i > �. WALL D . o SAFEWAY Z.ss- 1�SIDEWALK n -'- i :,ry:: ♦ > > WP1F 1 =0.00 0FT O REILLY AUTO ♦•DISTRI ♦ :::::::�:#:�:� ;x ; , , > > , L 2 SD (CPEP) S 5 FT/ I I 1 CEMENT CONC DRIVEWAY ENTRANCE PER WSDOT TH K ED EDGE > > > > > > I \ff:i:Y: I o> > > > > > > >N � � i • ::�::�::�. , > , , , , > STD PLAN F-90.10-01, 8 THINCK SEE . % :h...♦ ,>> > i......... .SE a :::i:::y DRIVEWAY SCHEDULE 2�> >> >' 18TY P > -r y2 TYPaRS 1 .. ..::::::.: ........ ::::��;�..STA 10+82 33.0 RT f• ` ` • ` ` ` ` ' ' � ` � "��������•-•• �-���-• ���������������-�-���������� ��•��----�-���� .•..»-.•-: 2 CEMENT CONC SIDEWALK. SEE LEGEND FOR (•t .::'.[: >, ♦,.,,>>,,> ♦>,> ♦ i i, END CEMENTCONC............. ................ ....--- TYPE ::,PAVEMENT AND 410C CURBS --. � ____ MATCH EX R~•:•Jt:a wJGUTTER PER ..,.� CEMENT CONC TRAFFIC CURB AND3-- T IP F 10.12 02 TWSDOT STD LANW •P ;'. .s.....f... ::k"'.' 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THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, PROPOSED GROUND RIGHT FLOWLINE (TYP) 23412 68TH AVE SOUTH OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON AgI-, E S 'SC CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 rg i TIB # 8-1-102(033)-1 AT CENTER LINE (TYP) KENT, WA 98032 • THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE PROFILE 253-867-6070 OFFICE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HORIZ: 1 »=20' 253-867-6075 FAX HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISIONS) TO VERIFY THAT THE CHANGES VERT: 1 »=5' CHARLES E. PORTER, PLS 30937 AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE LAST DATE IN FIELD MAY 24, 2013 ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED 3 IRECORD DRAWINGS 2 DELETED CB 7 & ADDED VALLEY CURB 1019 39TH AVENUE SE, SUITE 100 1 ADJUSTED FLOW LINE ELEVATIONS PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametdx.com NO. REVISION ALL DRIVEWAY SCHEDULE X STA OFFSET TYPE WIDTH 5 6+87.2 LT 3 (MOD) 30' 6 10+25.8 RT SEE DET 10 ON MD 3 SURVEYED: SCALE: c u VERTICAL, "A"° t988 CITY NE 3rd / 4th CORRIDOR IMPROVEMENTS DESIGNED:C. SCHOTT AS SHOWN HORIZONTAL- NAD 983/1991 }= C1 1 1 OF ECS 1 3 14 11 i PHASE 1 INTERSECTION IMPROVEMENTS ECS 12 31 °`�W" _ -NT®N J. BETZVOG ONE INCH DATUM Planning/Buildin /Public Works Dept. ECS 11 20 CHECKED: AT FULL SCALE Approved For Construction PLAN AND PROFILE IF NOT ONE INCH BY DATE APPR I APPROVED: SCALE ACCORDINGLY Robert M. Hanson P.E. Date NE 4TH ST - STA 6+50 TO STA 11+00 DATE: 12/31/12 FIELDBOOK: PAGE: DRAWING NO: PP2 SHEET, OF, 10 43 mmmummm'40 0 NnTFS- 0 I Gi M z W --r- s s 99+50 11 I VACANT �g'L E S Sc �Of WAg�j O W � �33242 4 _1STEg�,9� sS10NAL � � LZ� • -� ox A x WP 1 WALL A M Ix RS 11 EX CB #3 - 5 I STA 100+82, 50.7RT I Fil I W- I I I� RECONSTRUCT USPS ACCESS ROAD SEE /0631 ACCESS EASEMENT EXISTING ACCESS MANWAY LID AND BURY WITH 6" MIN CSTC AND TYPICAL HMA SECTION t DETAILS SEE/-g-N FOR ADDITIONAL ROADWAY SECTION LIMITS ROADWAY SECTION LIMITS SEE SECTION RS2 SEE SECTION RS2 END AT EX POST W U."MITLTH WHITMAN CT NE 104+00 = - co 3 a ------- - ---- Q _ W aW W w_---__ I try O R/W ++�+t�, 0 �-/ TYP Ica w Z J I= 0.5' HMA ON 0.5' CSTC I Q W W w---- I US POST OFFICE U CEMENT CONC DRIVEWAY ENTRANCE PER WSDOT STD PLAN F-90.10-01, 8" THICK, SEE DRIVEWAY SCHEDULE O2 CEMENT CONC SIDEWALK. SEE LEGEND FOR TYPE O3 CEMENT CONC TRAFFIC CURB AND GOITER PER WSDOT STD PLAN F-10.12-02 O4 CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-02 5O CEMENT CONC TRAFFIC CURB PER WSDOT STD PAN F-10.12-02 6O CEMENT CONC CURB RAMP O7 CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-01 O8 CHAIN LINK FENCE TYPE 6 PER COR STD PLAN L002 0CHAIN LINK FENCE TYPE USPS - 8 FT HT 0 11 DOUBLE COATED CHAIN LINK GATE PER CORD STANDARD PLAN L003 WITH MODIFICATIONS PER SPECIAL PROVISIONS, WIDTH OF OPENING AS NOTED ON PLAN 12 COATED CHAIN LINK FENCE TYPE 3-MOD - 8 FT HT 13 RELOCATE EX AUTOMATIC GATE OPERATOR AND CONTROL SYSTEM TO NEW 20' ROLLING GATE, SEE SPECIAL PROVISIIONS GSINGLE 6 FT CHAIN LINK GATE PER COR STD PLAN L003 15 SINGLE 4 FT CHAIN LINK GATE THROUGH EX FENCE GSERVICE CONNECTION, DIA AS NOTED ON PLAN -- - - - - -- ... .......... . ADJUST CATCH BASIN t::: :: �......... :::::::::i:::::_...t......... ,......... ... ......... .. }......... ......... ...... 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Cl� Ln � O O : r') � Si-- - , mot- 1 O 1� N ram. I� d t`` r f O 'n i N .00 T ... O Ln O LO rn. . . . r! ). O. . . . . .. I`�. . _ . _ . . CO . . . . .. Lc ). N. . . . . .. O. . . . . . . ... �. N. . . . . .: ©. f�. . . . . .. c0. N. . . . . . I �. . . . . .. co. ram. . . _ . . # . .Imo. . . . . .. Ln. . . . . . . .. O. co. . . . . .. O. . . . arJ. . . . . .. Imo. d . . . . . i . . rn. . . . . .. « rn. Ln. . . . . .. si . . ..O. ice. . . . . .. Lo. . .. N rn O: �. �. .O �j. �. .O : O �. ©. N T �. .N ;. N N. .M i �. N. rrj' Lrj �. 4 L6. 4. �. . . . In. . . c� �. �. �. } - 4- 4- . . . 4. rrj M' N 0) 0� `�. M d' �. d Lf; « to r Lfj. eO �j. efl :cp Ls7 :L� �j. d' . d d r7 C� 0-). 00. M O- 6. . . . .O. O �. ...CD t O �. O. �. 0).0) - . - - -0' : �. 0.) - .CD t O �. � O �. O7 0-) �. - - - .0) O �. .ff� �. �. .� : O �. .� . O �. .Q7 3 �. �. .0� . �. O .O . �. �. .� i � d7 ; 0') i � O o- �' 0)' O� d7 , 0")- 0')' 0)' O 0) : . . $ M. �. r7 : r7 M r7 j} N) , r'� M . t�3 . r7 : M M J r7 M . r') . . . . . . . .�1�. M. . . . . . . .�.7. . . . . . �.�. .���.�. .M �: M : . . . . . . . . . .�i�: M: : : : : . jam (?%. . . . . . n: M: : : : : :�: : : : : 1 n t_r) !. n.�. . . . . . . . . #�.�. : N%: : : : : . ice . . . . . . . . . . . . . . . . . . . . . . . . . . . : : M: : : : : ff): '� . - - 100+00 101+00 102+00 103+00 104+00 104+50 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATE, 1/3/14 By, ECS >¢ F TIB # 8-1-102(033)-1 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametdx.com EXISTING GROUND AT CENTER LINE (TYP) PROPOSED GROUND AT CENTER LINE (TYP) 0 1 IRECORD DRAWINGS NO. PROFILE HORIZ: 1 „=20' AS -BUILT SURVEY NOTES: VERT: 1 =5 AS -BUILDS BY WHITE SHIELD, INC. THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, 23412 68TH AVE. SOUTH OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACIU71ES KENT, WA 98032 SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED 253-867-6070 OFFICE ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, 253-867-6075 FAX BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT CHARLES E. PORTER, PLS 30937 THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE LAST DATE IN FIELD MAY 24, 2013 AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE 21 RESET EXISTING HYDRANT 22 CEMENT CONC TYPE 410C CURB, SEE 8 D 23 TEMPORARY FENCE LEGEND: PERVIOUS CEMENT CONC SIDEWALK ° m d _ . A:. A: ==?=: CEMENT CONC PAVEMENT/SIDEWALK 2 HMA CL PG 64-2 PAVEMENT y 2 LANDSCAPE AREA -SEE PLANTING PLANS <XXXX> AS -BUILT INFO PROVIDED BY CONTRACTOR'S SURVEYOR, SEE AS -BUILT SURVEY NOTES. DRIVEWAY SCHEDULE Fx STA OFFSET TYPE WIDTH 7 100+92.6 RT 3* 25' 8 101 +94.7 RT 3* 20' 9 102+64.3 1 RT 1 3 1 20' CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. *OMIT SIDEWALK SECTION SURVEYED: SCALE: VERTICAL- NAVD 19� NE 3rd / 4th CORRIDOR IMPROVEMENTS DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 :�R CITY OF C. SCHOTT RENTON PHASE 1 INTERSECTION IMPROVEMENTS DRAWN: '\ �, ECS 1 3 14 CHECK ONE BETZVOG ONE INCH DATUM Planning/Building/Public Works Dept. AT IF NFULL SCALE Approved For Construction PLAN AND PROFILE REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLYWHITMAN CT NE Robert M. Hanson P.E. Date 12/31/12 PAGE: PP3 11 OF, 43 N US MR MEMON PKIrl 0Cl IRP IDAn LdLt1 G Q 1z- C) f/ � LEI D 0�V/ Of IZ VACANT f f I t f] t t ♦ f f • f t f f L • f f E f { f f f f f e♦ f f f t f f f t f E f f �f ♦ f { Z CL t f t ♦ f f f f ♦ f f f f W f t ♦ it�1. f t ♦ f f ! f t ♦ f f t { t { f Wt f t t t f t E E i LU W r ♦ f ♦ f ! ♦ E t yj o. O Uj�. Z C� f t f E f 1 t:•�%• t f ! f f E t fe LU f Z US POST OFFICE BEGIN � SAFEWAY FUEL CAST -IN -PLACE coNc wnu_ PAN SCALE IN FEET 0 20 40 STA 107+03, 48.0'RT END CURB & GUTTER MATC H EX END CAST -IN -PLACE CONC WALL ROADWAY SECTION LIMITS SEE SECTION K RS2 SEE 1 2 SEE 1 MD1 MD1 i.................. .......... MD2 �� STA 107+76, 38.01T ---- 5.5'R �- STA 107+87, 37.91T 10 108+50 SAFEWAY APPROX LOCATION OF PROPOSED 8" KCWD WATER LINE. SEE WATER PLANS � � y NOTES: C1 CEMENT CONC DRIVEWAY ENTRANCE PER WSDOT STD PLAN F-90.10-01, 8" THICK, SEE DRIVEWAY SCHEDULE O2 CEMENT CONC SIDEWALK. SEE LEGEND FOR TYPE O3 CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-02 O4 CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-02 O5 CEMENT CONC TRAFFIC CURB PER WSDOT STD PAN F-10.12-02 O6 CEMENT CONC CURB RAMP O7 CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-01 O8 CHAIN LINK FENCE TYPE 6 PER COR STD PLAN L002 O9 CHAIN LINK FENCE TYPE LISPS - 8 FT HT D 11 DOUBLE COATED CHAIN LINK GATE PER COR' STANDARD PLAN L003 WITH MODIFICATIONS PER SPECIAL PROVISIONS, WIDTH OF OPENING AS NOTED ON PLAN 12 COATED CHAIN LINK FENCE TYPE 3-MOD - 8 FT HT 13 RELOCATE EX AUTOMATIC GATE OPERATOR AND CONTROL SYSTEM TO NEW 20' ROLLING GATE, SEE SPECIAL PROVISIIONS 1. POSi 1 It7nd C8 A-S RCQD TO AvorD CY. (../"ilE-tit .5 -7 FNIc- PiFE� 0EDDi-J6: Pe Pr 4,RAV6i- z. CB w1 REr"OVA13t_-C EL_6c, / To A`--r AS CL6AMCLJ�- g, TKER.IL� P3fiGtLFtLL 14 SINGLE 6 FT CHAIN LINK GATE PER COR STD -3, FILL_ C6 W/WA,TEK -TO 3LOC'V. SEW5R, GASES EA5-r or Ror-Ke �: C.s-rc- PLAN L003 $. PVC- PIPE: SDR 35 D3o34 WeST ar- Roc_KaF' v; .5Lj,•r^6L.C- nr14rc✓C oR S. Rr=ML>v� LAuRCL _5HR ua & RooTs F-A3-r of L��, 5 rR"`-F"�� (2KAVCL r3°RR.OW GSINGLE 4 FT CHAIN LINK GATE THROUGH EX fp. bivER-r Poor DowrtsPc?uTS ;-o t71S PEKSI0N t7RAf^1AC e (Pair O-rrtcP's) 9. wA^rERTEsr FOR VI.S,JAL 1*4!AKS FENCE / i, t" EX.4".S'1 L FL00R DRAID4 C+u-rin .FX. CONIC DRAINIAGE S•r'QuotuRee 4"Pvc bAcL w>a-r6R VALVE i Pr 1 4-4UNtI<IlaWrd LoCKim(7 SOLID LID - rAuSH- onl 701wr .... ......... ......... ......... ...... ......... : :: ......... ................... .. ...... ........ ......: ......... .................. 1..... �7--- t a :CB - #I :16_ TYPE1 .... :FC R =FINISHED }GRADES_ :: PROPOSED: GROUND AT ` <STA:107+b2.45 9:4' LTA : FOR FINISHED GRADES ::::: ....... ....... .....$. ......... ......... ..... .:::.:... ....... ......... RIGHT- FLOW;LINE : (TYP): t :::::: <R1M:EL=:39426$ _ _� ` 400' 400 9�a3-1 ......::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::. PROPOSED GROUND AT . .. <8.• tE=39 .83 OUT (N)> :........ LF ....... +P)::..... . ::::::::: ::::::::: ::::::::: ::::::::: :::::: :: :: LEFT: FLOWLINE : (TYP) :: ::::::: I ::::::::: :::: S=10024 : FT/tT : - - - - - : - �......... .. .... ......... ......... ......... ......... ......... ......... ......... .. :.:: ::::::::: ......... ......... ....:... r-EXIS.... ROUND AT f:....... { -G .... .........t...... .. ......... ......... t..- I......... .. ......... .. Ti -CENTER -LIE TYP } N j...... ... ......... ....... -- .... .... .... .. ..... ...... .--... . . . .. ... .. .... :::::::.. _ - - - - - CONNECT TO -EX ... . - .� -_ ---.y.T. ...... , . . . . . . . . .-}-. . . .- . . . . . . . . . : . . . . . . . . . i . t......... 1:::......................�......... .........g. .... : :CATCH: BA :IN....... t.... ........1......... ......... ........ ...................1 ::::::::::::: :::::::::�::::::::: ::::::::: ::::::::: :::::: .i ::: .... ............. ......... ....... .... t ' 1 C y 1 -, 390 • ....... .PPRO.. TION� 4f :........ 390' .... ......... .................. ................... .... .. ......t.... n ....... ................... ........ PPROPOSED- 8". DI ..... ....... . :::: :::::::: ::::::::: ::::::::: ::::::::: ::::::::: ......... ,,........ ...... .. ......... ......... ::::....... ......... ....... C 15 TYPE 1 :..... . ....... KCWD. WATER: LINE :IN= :1 ....... ::: ::::: : ......... ::::..... ......... .................. ....4TA106+05.741:4L>.. CASING:AT:)-1.. T.... ......... ...... E�( CB. 4... . . . . . . . . . 1 RIM EL=393: > ... • ....... SEE WATER PLANS . $ ......... ....... <S A407+14.1- .4 LT> .... n ......... ......... ......... <8 IE 90.79 OUT ( )> <RNM EL-394.37 , i......... ...... t � _,��� .° ........ ......... ::::::::: ::::::::: ::::::::: ::....... :::::::.:f.........f......:::t ... IE......IN"S>.::::: ......... ....... <1 " IE=390.76 ( X E)> : - - : : ::::: ::::: ::: 97 L 8» - Ci'EP 5=0.0050 FT-..... r ......... I ......... i.� . _ ... . (.....)� .. /..... ...... <12.1E_390.78 � W > ( ) .... .........�......... £. ......... ....... .............. . ........... ......... ......... ::::::... ..... ::: :........ ......... 380 v 380 _ a i } }.....-----... ........ .. :#:::::::: ' �: �I . O. Ln. co. �. : �. CO. d . ? : Ln. 0.0 . d . �. : CD. n. . . a0. . . . . . o�. . `� N } Q. . . . . . r`. 1--. : : : : c0. . . . . . aa. � i N. N. d, I N. o�. �. �. ? �. �. cam. ram. t C) N- ram. O. �. :� LC�. : : : : . M r�} :cv. :cN :cv :r) r�)'. :M :I� :ram: :ram :r71 :r� �t d-I �. �j. �. N. N. �. _ �. I Irk. P6. �. 4- } •. 4 L6.. �. }. �.. �. ; . tit . . . . .�� . . . . .� .� �: . . . . .M. Q) �: � c; t� . .� . . . .� �. M �. ro. M rn. . M ° �. Pr).. . . . . . . . .1 r7 i : M' m: m: - ram' M �. �. M :::: :........ ::::- --- ::................ .........}......... ...... .I. ...........i.........1.........}.:, �.. .... ::::::::: ......--- 104+50 105+00 106+00 107+00 -- -- CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DAM 1 /3/14 BYI ECS 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 11 N-4--40T.253.604.6600 F.253.604.6799 TIB# 8-1-102(033)-1 www.parametdx.00m PROFILE HORIZ: 1 "=20' VERT: 1 "=5' ram- •-� �- REVISION -EXISTING GROUND AT CENTER LINE (TYP) *PROPOSED GROUND AT CENTERLINE=INTERPOLATION BETWEEN LT & RT FLOW LINE GRADES (TYP) PROPOSED GROUND AT LEFT FLOWLINE (TYP) SURVEYED: SAArO ,_0"AX (TvP) Nord- irH Ri,«tt( GR ou-r (TYP) EX« $uR191D UTILIT-t Lo."a-r,oNs GSERVICE CONNECTION, DIA AS NOTED ON PLAN UNF_N0\A/ t-CALL. Scroge `/o,-1 D 1 G-, $1 1 - f 011-Yt OO-e ALL Q-r1 t_ IT'( cRss,usa= F,2 -rRca� +,tc, 17 ADJUST CATCH BASIN CoN„jec-T Ta ex. s"v„G sEwFR 18 ADJUST MANHOLE MArrt P15R Crr-/ or REN-r-ort s-'rvs T,41' Mt4tu, R£Mova CouPonf, !N5,rALE RoM0G SAi7ULE 19 ADJUST VALVE BOX 20 0 LOCKING SOLID METAL COVER AND FRAME FOR CATCH BASIN Z'r Z - f tai 2'. N11N. r eo m„14. 10„ PVC �21 257. MAY. RESET EXISTING HYDRANT STplNLGSS sTEEL -51 E EVE - STEAL o0. DLL xe: STRAP W1_TrAffJ&6.V5 Mtn► to" DIA., ,5^TXEL wED445 CPIP oR Pt_uc, AN1AIu1-u9 AT FVC, AAQI40fkS 15 0T`H ENDS vu/Ru6i3eem 6c'OTS OF% ntonl-SHRirjj< Goan to K ou T PALT.O CS'TG � GoRe t?(k1L.L-MAT Chi I.t. GE.JTECt PIPE ,ni 5t-4FE\,rE +4 OFEX, 4" s-r't- ;:Loom FI1-L 4A/N4uLUS W/I SA JP DRAtki PIPE, Ndnt INIKeaRou/r PL LIG 0tdrLX1- ope"J"je, V+r/Cflnle REf OR. of®Nt-SHRIKI< 6ROU-'r P A-D `P��� srL °o DRAtr.t PIPE, � KCWD-90 PUMP STATION SIDE SEWER INSTALLATION DETAIL NOT TO SCALE DESIGNED: C. SCHOTT DRAWN: J. BETZVOG ECS 1 3 1 4 CHECKED: BY DATE APPR I APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY AS -BUILT SURVEY NOTES: AS -BUILDS BY WHITE SHIELD, INC. 23412 68TH AVE. SOUTH KENT, WA 98032 253-867-6070 OFFICE 253-867-6075 FAX CHARLES E. PORTER, PLS 30937 LAST DATE IN FIELD MAY 24, 2013 THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. 1414 CITY OF ML FENTON Planning/Building/Public Works Dept. Approved For Construction Robert M. Hanson P.E. Date 22 CEMENT CONC TYPE 410C CURB, SEE e D 23 TEMPORARY FENCE LEGEND: PERVIOUS CEMENT CONC °e °° ° a SIDEWALK � CEMENT CONC PAVEMENT/SIDEWALK === HMA CL PG 64-22 PAVEMENT y 2 LANDSCAPE AREA -SEE PLANTING PLANS DRIVEWAY SCHEDULE X STA OFFSET TYPE WIDTH 10 * 1 MOD* 16 *SEE DET 5 ON MD2 NE 3rd / 4th CORRIDOR IMPROVEMENTS 12/31 /12 PHASE 1 INTERSECTION IMPROVEMENTS FIELDBOOK: PAGE: DRIVEWAYPLAN AND PROFILE SAFEWAY w Q z v w 0 d Ld C) LLJ 0 .............. ... ..... . , I . MATCH EX ......................... � .. .......... 00....... . . . . ... . .. _.. r. .......... .......... ....... .... ................. .. .......... .......... ........... . .. .4. . ... ........... . ......... -�-2 ............... .. ............. ................. . ......................... ..................... ........................... ...................... ........................... ................... ........... -30 .................... ................ ......... ............................ ....................... . .. STA 105+93.79, ............... .......... . ............. ............. . .......... ........................... .................. .......... . ............. ............ .. ............... ................. ....... ...... ........... ............. 5' LT 4 END . . . . . . . . .. . . . . . . ... . . C- 2 BEGIN ..-3- ----- -- - --- ...... A A. .. ........ 25-P && DETAIL r2"***N, V_NJ 1 " =1 0, PP2 NE 4TH ST AND WHITMAN CT NE DETAIL /001� 1"=10' PP2 OUT, EX SIGNAL FOUNDATION x am 3 P . ........... :.4. ... ......... ... ... ........ . ........ .... ..... d. 4 ... ... .4 ....... 4 :-.- .... ......... .. , ...... .......... ............ ...... 'A, ...... .... . ............ ........ 'A' .......... ........ 4.:. ..... .............. .:A oOr RAMP AT NE CORNER NE 4TH ST AND UNION AVE DETAIL roi1 1"=10' PP SPECIAL RECORD DRAWING NOTE: SIDEWALK AND CURB RAMP POINT LOCATIONS AND ELEVATIONS SHOWN ON THIS SHEET WERE ADJUSTED DURING CONSTRUCTION AND DO NOT REPRESENT THE EXACT BUILT CONDITION. THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. b E S Sc WA 33242 6'.-JSTE REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATEi 1/3/14 BYi ECS _ I CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RRMP9 TIB # 8-1-102(033)-1 Y8" EXPANSION JOINT (TYP) SEE WSDOT STD PLAN. F-31 TRAFFIC SIGNAL POLE FOUNDATION CAP SEE DET /077'\ ..................... :41 . . . . . . . . . . . ... . . . . .. ... . . . ... . . .. . . . . RAMP AT NE CORNER NE 4TH ST AND WHITMAN CT NE ... .. � � ............ ............ .......... ............................................... .................... I ......... ............................................................................ ................................................. ................................................................................................. ......... ......... ......................... ............ ........ .................................................... ............ 1 .............. ............. .................................. ............. 1 ....... ................ ........ ............................................................ __ ......... ......... .... ............. . ... ........... X .................... ........................................ ........... ....... ........... .... ........................... ....... .... ....... ....... ... ....... ...... ...... . ... .. ...... ---- ........ .... ...... ..... .. ...... ................... .......... ..................... ........... ...... �1_ - RAMP AT SE CORNER NE 4TH ST AND WHITMAN CT NE AL DETAIL d 4 w 1"=10' P PP 2 -4, 4, POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 100 1+20.99 43.58 LT MATCH EX CURB PCC 101 1+26.40 36.26 LT 400.60 RAMP 102 1+34.21 33.11 LT 400.39 RAMP 103 1+36.09 33.00 LT 400.36 CURB PT 104 1+39.85 33.00 LT 400.30 CURB 105 1+36.09 1 49.00 LT CENTER OF RAD POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 200 7+00.32 33.00 LT 391.65 CURB PC 201 7+18.35 38.00 LT 392.74 RAMP 202 7+24.81 43.00 LT 392.87 RAMP 203 7+35.29 69.36 LT 393.99 CURB PT 204 7+10.32 43.00 LT 392.94 BOW 205 7+05.32 43.00 LT 392.58 BOW 206 7+00.32 43.00 LT 392.23 BOW 207 7+00.32 38.00 LT 392.15 FOW 208 7+05.32 38.00 LT 392.51 FOW 209 7+10.32 1 38.00 LT 392.86 FOW 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametdx.com 2 RECORD DRAWINGS m REVISION SURVEYED: DESIGNED: C. SCHOTT ECS 11 /3/141 DRAWN: J. BBEEZVOG ECS 106/25 1 CHECKED. BY I DATE I APPR I APPROVED: SCALE' AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY GENERAL NOTES: 1. ALL CALLOUTS ARE TO THE FLOWLINE 2. ALL SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT 3. SPOT ELEVATIONS AND DIMENSIONS SHOWN ON THIS SHEET ARE PROVIDED TO AID THE CONTRACTOR WITH INITIAL LAYOUT OF THE PROPOSED IMPROVEMENTS. THE' CONTRACTOR SHALL FIELD VERIFY FORMS PRIOR TO PLACEMENT OF CONCRETE AND AS OTHERWISE NECESSARY TO CONFIRM THAT THE FINISHED PRODUCTS MEET THE REQUIREMENTS OF THE APPLICABLE REFERENCED STANDARD PLAN(S) LEGEND: PERVIOUS CEMENT CONC SIDEWALK ............ CEMENT CONC ................... PAVEMENT/SIDEWALK .................... .................. .................. ......................... HMA CL Y2" PG 64-22 PAVEMENT .......................... ......................... LANDSCAPE AREA -SEE LANDSCAPE PLANS NOTES: 0 CEMENT CONC SIDEWALK. SEE LEGEND FOR TYPE. CCEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-02 OCEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-02 CEMENT CONCRETE TYPE 410C CURB, SEE OCEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F- 10. 12-02 OTYPE C PRECAST TRAFFIC CURB OCEMENT CONIC CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-01 OCEMENT CONC CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-01 8 CEMENT CONIC CURB RAMP TYPE COMBINATION PER WSDOT STD PLAN F-40.14-01 11 REGRADE YARD AT NST 3(HORIZ): 1 (VERT) TO MATCH EXISTING POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 300 7+76.75 55.39 LT 394.09 CURB PC 301 7+81.14 43.66 LT 394.58 RAMP 302 7+84.40 39.87 LT 394.50 RAMP 303 8+01.61 33.00 LT 394.23 CURB PT 304 7+98.61 38.00 LT 394.64 FOW 305 8+00.07 43.00 LT 394.70 BOW 306 7+91.07 45.55 LT 394.78 BOW 307 7+82.22 55.96 LT 394.67 BOW 308 8+01.61 58.00 LT - CENTER OF RAD 309 7+9*2.45 34.74 LT 394.34 RAMP 310 7+97.26 33.38 LT 394.28 RAMP 311 8+10.07 38.00 LT 395.17 FOW 312 8+10.07 43.00 LT 395.25 BOW 313 7+95).26 44.36 LT 394.78 BOW 314 7+87.83 49.36 LT 394.86 BOW 315 7+86.19 41.40 LT 394.69 FOW 316 7+93.73 39.12 LT 394.70 FOW 317 7 + 82"). 19 45.40 LT 394.77 RAMP POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 400 7+69.32 68.56 RT MATCH EX CURB PC 401 7+72.11 54.29 RT 393.35 RAMP 402 7 + 7 5.55 3, 48.09 RT 393.47 RAMP 403 7+90.58 35.81 RT 393.97 RAMP 404 7+98.58 47.22 RT 394.46 FOW 405 7+90.58 47.23 RT 394.37 FOW 406 7+9e".55 53.13 RT 394.27 BOW 407 8+27.40 47.22 RT MATCH EX FOW 408 8+27.45 53.14 RT MATCH EX BOW, END CURB 409 7+98.58 33.47 RT 393.97 RAMP 410 8+04.31 33.00 RT 394.42 CURB PT 411 7+98.58 42.31 RT 394.11 BOW 412 7+90.58 42.31 RT 394.08 FOW 413 7+8e".02 47.72 RT 393.58 FOW 414 7 + 8 2.31 6 53.71 RT 393.52 BOW 415 7+97.42 53.63 RT 395.12 CURB 416 8+2z'"'.35 53.68 RT 395.86 CURB 417 8+2e".57 63.31 RT 395.73 CURB 418 8 + 2 2).83) 64.67 RT MATCH EX EOP, END CURB 419 8+23.01 69.85 RT MATCH Ex EOP 420 7+97.14 70.01 RT MATCH EX EOP 421 7+97.05 66.01 RT MATCH EX EOP, BEGIN CURB 422 1 7+97.69 1 64.51 RT 394.90 CURB 419M CITY OF 7M RE -WON Planning/Building/Public Works Dept. Approved For Construction Robert M. Hanson P.E. Date NE 3rd / 4th CORRIDOR IMPROVEMENTS 8/8/12 PHASE 1 INTERSECTION IMPROVEMENTS FIEMBOOK: PAGE: DRAWING NO: MISCELLANEOUS DETAILS - SHEET I M D 1 SHEET, OF, 14 43 mommmm ND mm WATER DISTRICT 90 DRIVEWAY DETAIL 7V1 " =10' PP4 GRADE POINT GRADE POINT --Y211 R (TYP) x T. -CEMENT CONIC PER STD SPEC FOR CURBS -ASPHALT -CURB DOWEL COMPACTED SUBGRADE OR TYPE 2 MNRL AGG OVER COMPACTED 3uoum/AUL V_ COMPACTED SUBGRADE "H" SHALL BE 6" FROM FINISHED ROADWAY GRADE OR TYPE 2 MNRL AGOVER COMPACTED �7 UNLESS OTHERWISE SHOWN ON DRAWINGS SUBGRADE GUTTER SHALL BE SLOPED THE SAME AS ADJACENT PAVEMENT OR 2" MIN. WHICHEVER IS GREATER. TYPE 410C CURB DETAIL NO SCALE TYP SPECIAL RECORD DRAWING NOTE: SIDEWALK AND CURB RAMP POINT LOCATIONS AND ELEVATIONS SHOWN ON THIS SHEET WERE ADJUSTED DURING CONSTRUCTION AND DO NOT REPRESENT THE EXACT BUILT CONDITION. THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATEi 1/3/14 BY: ECS lokZ4 k4�0 I CEMENT CONC TRAFFIC ISLAND CURB 902 1'R 904 A........ 07, 9 901 R .......... ....... ....... 908 any 906 1.1 4TH ST NE ISLAND O -- DETAIL 111=100 Ppi Y211 R (TYP) -CEMENT CONIC PER STD $9 1219 - ----- BOTTOM OF SPEC FOR CURBS 1-6 1 - VERTICAL CUT -COLD JOINT 5 1//\2; R JOINT (10' O.C.) -CURB DOWEL 04 04 V 04 4 8" \ - MATCH EX BAR TYP- PROVIDE AT 1 0 EACH SIDE OF VERTICAL CUT JOI AND AT 4' 0. C. IN BETWE C ENT CONC TRAFFIC ISLAND CURB or DETAIL NO SCALE Ppi POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 900 4+75.51 5.45 RT CURB 901 4+89.32 3.52 RT CURB 902 5+01.19 2.77 LT CURB 903 5+04.47 4.00 LT CURB 904 5+50.75 4.00 LT CURB 905 5+50.88 2.03 LT CURB 906 5+23.96 4.70 RT CURB 907 5+21.53 5.00 RT CURB 908 4+89.51 5.00 RT CURB 1 909 4+88.01 5.43 RT CURB 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 sm T. 253.604.6600 F. 253.604.6799 TIB# 8-1-102(033)-1 www.parametdx.com 2 (RECORD DRAWINGS 1 IADDENDUM NO. 2 m REVISION SURVEYED: DESIGNED: C. SCHOTT ECS 1/3/14 DRAWN: J. BETZVOG ECS 06/25 CHECKED: BY DATE APPRI APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N LEGEND: NOTES: PERVIOUS CEMENT CONC 0 CEMENT CONIC SIDEWALK. SEE LEGEND FOR <1 SIDEWALK TYPE. ............ 4 ........ ....... 4. - CEMENT CONIC CEMENT CONIC TRAFFIC CURB AND GUTTER . ......... ........... A-4 PAVEMENT/SIDEWALK PER WSDOT STD PLAN F-10.12-02 .................. .............. * ........... .......................... ..................... HMA CL Y2" PC 64 22 CEMENT CONIC PEDESTRIAN CURB PER .......................... .......... ............. PAVEMENT WSDOT STD PLAN F-10.12-02 LANDSCAPE AREA -SEE 4 CEMENT CONCRETE TYPE 410C CURB, PLANTING PLANS SEE CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F-10.12-02 ODECORATIVE CEMENT CONCRETE PAVEMENT TYPE C PRECAST TRAFFIC CURB OCEMENT CONIC CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-01 OCEMENT CONC CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-01 10 CEMENT CONIC CURB RAMP TYPE COMBINATION PER WSDOT STD PLAN F-40.14-01 GENERAL NOTES: 1. ALL CALLOUTS ARE TO THE FLOWLINE. 2. ALL SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 3. SPOT ELEVATIONS AND DIMENSIONS SHOWN ON THIS SHEET ARE PROVIDED TO AID THE CONTRACTOR WITH INITIAL LAYOUT OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL FIELD VERIFY FORMS PRIOR TO PLACEMENT OF CONCRETE AND AS OTHERWISE NECESSARY TO CONFIRM THAT THE FINISHED PRODUCTS MEET THE REQUIREMENTS OF THE APPLICABLE REFERENCED STANDARD PLAN(S). POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 800 107+30.07 107.52 LT MATCH EX FOW 801 107+30.23 33.96 LT MATCH EX CURB 802 107+44.88 33.89 LT MATCH EX CURB PT 803 107+47.60 29.65 LT MATCH EX CURB PCC 804 107+29.63 13.50 LT 394.38 RAMP 805 107+20.26 12.00 LT 394.36 CURB PC 806 107+19.63 12.00 LT 394.35 RAMP 807 107+17.45 12.00 LT 394.33 CURB 6- REVEAL (N), 2- REVEAL (S) 808 107+15.32 18.70 LT MATCH EX CURB 809 107+01.65 18.70 LT MATCH EX CURB 810 107+15.53 62.13 LT MATCH EX END CURB 811 107+05.06 69.65 LT MATCH EX CURB 812 107+20.07 107.56 LT MATCH EX BOW 813 107+29.67 19.03 LT 394.47 FOW, BEGIN CURB 814 107+19.67 19.08 LT 394.47 BOW, BEGIN CURB 815 106+99.40 12.00 LT 394.28 CURB 2" REVEAL (N), 6" REVEAL (S) 816 107+30.57 107.51 LT MATCH EX BEGIN CURB 817 107+30.00 91.79 LT 393.28 FOW 818 107+30.00 83.79 LT MATCH EX FOW 819 107+29.89 67.79 LT MATCH EX FOW 820 107+29.85 59.79 LT 393.63 FOW 821 107+19.85 59.84 LT 393.70 BOW 822 107+19.89 60.84 LT 393.20 BOW 823 107+20.00 83.84 LT 392.88 BOW 824 107+20.00 91.79 LT 393.12 BOW 25 107+29.70 29.03 LT 394.70 FOW 826 107+19.70_ 29.08 LT 394.70 BOW t 4 Alkd '4R CITY OF bbil - RENTON Planning/Building/Public Works Dept. Approved For Co-istruction Robert M. Hanson P.E. Date DAM NE 3rd / 4th CORRIDOR IMPROVEMENTS 8/8/12 PHASE 1 INTERSECTION IMPROVEMENTS FIELDBOOK: PAGE: MISCELLANEOUS DETAILS - SHEET 2 MD2 SHEET. OF- 15 43 CAG12089 LEGEND: 41 * 41 * 1p + m lk * 14, lk 11, 14 LANDSCAPE AREA -SEE 0 <7 CONIC SIDEWALK "' ,'4",, "',,, "' y y,,, "' , PLANTING PLANS GENERAL NOTES: 1. ALL CALLOUTS ARE TO THE FLOWLINE. 2. ALL SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 1lTrdVd_=_L.lC 0 CEMENT CONIC SIDEWALK. SEE LEGEND 0CEMENT OO DECORATIVE CEMENT CONCRE PVEMENT O P TYPE SINGLE FOR TYPE. CURB, SEE /e7--N (FINISH TO BE DETERMINED AETFTA ER 90% REVIEW) DIRECTION A PER WSDOTMSTD PLAN F-40.16-01 Ld :E < z I-- C) Ld D 0 0- lll�i . - IC CURB AND GUTTER TRAFFIC CURB ............ ..... ...... v. - I .... � ........ 4.... ......4. - -< - - - -.: ................ - -� CEMENT CONC 3. SPOT ELEVATIONS AND DIMENSIONS SHOWN ON THIS SHEET - ..4........ _... (0 .......:,�",.",.*-.,�A.--.,.�...........,.",.:... O 10.12-02 1 5 CEMENT CONCRETE TRAFFIC CURB O AMP TYPE COMBINATION ......... ' T� . .. < I", - - - - -:i ...... *4 PAVEMENT/SIDEWALK ARE PROVIDED TO AID THE CONTRACTOR WITH INITIAL @ -10.12-O CURB RAMP TYPE PARALLEL a PER WSDOT STD N F-40.14-01 - .......... � ............. D IMPROVEMENTS. THE PER WSDOT STD PLAN ............�.... . . . . . . . . . . , . . . . . . . . . CEMENT CONIC PEDESTRIAN CURB PER -40.12-01 ..................... - ... CONTRACTOR SHALL FIELD VERIFY FORMS ppinl? T F q) I_ z LU 2 LLJ > 0 w CL m w 0 a R w 0 0 m 400 Re *ft%. 2 Lm m LLJ z I�..'..'.....HMA CL Y2" PG 64-22 PAVEMENT (3) WSDOT STD PLAN F-10.12-02 ....................�...�...�....... 1) CONCRETE AND AS OTHERWISE NECESSARY 1 --- n12 ---r2 TO CONFIRM THAT THE FINISHED PRODUCTS MEET THE .. ...... � ...... � ......... .......... ...... ................. .... . .... . . . ... . ..... 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CALL 48 HOURS 3242 * BEFORE YOU DIG T )NAL $ 1-800-424-5555 /4;dow ""M i 11 I � t V I : � " I I J, . � I _'l 11 - I � 11 ", I -1 � TIB # 8-1-102(033)-1 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATE, 1/3/14 BY, ECS m 2 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 1 T. 253.604.6600 F. 253.604.6799 www.parametdx.com NO. POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 700 a a 0 9 10+23.5C 9 0 9 9 46.13 RT MATCH EX BOW, BEGIN CURB 701 10+36.76 75.43 RT MATCH EX CURB PT 702 10+36.81 80.58 RT MATCH EX END CURB 703 10+53.29 46.07 RT MATCH EX BOW, BEGIN CURB 704 10+54.81 49.00 RT MATCH EX CURB PC 705 10+58.16 66.44 RT MATCH EX 706 10+58.31 80.02 RT MATCH EX 1 END CURB 707 10+05.84 33.00 RT 400.96 CURB 708 10+45.32 33.00 RT 402.26 BEGIN CURB 1 709 10+50.72 _ 41.11 RT 402.26 1 END CURB POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 600 100+79.19 75.36 RT MATCH EX _ EOP 601 100+79.44 74.48 RT MATCH . EX CURB 602 100+79.48 22.27 RT 391.22 CURB 603 101+04.32 - 22.29 RT 391.72 CURB 604 100+99.48 29.75 RT 392.36 CURB 605 100+99.46 54.14 RT 394.73 CURB PC 606 101+00.90 63.32 RT 395.20 CURB PT 607 101+03.17 70.38 RT 395.87 - CURB PC 608 101+06.09 69.92 RT MATCH EX CURB PT 609 101+06.09 54.93 RT MATCH EX CURB 610 101+09.96 75.36 RT MATCH EX EOP 611 101+09.67 30.66 RT 389.39 WALL 612 101+09.69 42.66 RT 390.71 WALL 613 101+84.75 21.00 RT 394.12 CURB 614 102+04.75 21.00 RT 394.64 CURB 615 102+04.75 24.00 RT 394.73 1 CURB PC 616 . 102+14.75 34.00 RT 395.18 CURB PT 617 102+33.20 34.00 RT 395.57 - CURB 618 1 102+33.20 26.50 RT 395.68 CURB 619 102+33.20 26.00 RT 395.69 . BOW 620 102+33.20 21.00 RT 395.62 FOW 621 102+54.31 21.00 RT 395.88 FOW 622 102+44.24 26.50 RT 395.83 CURB 623 102+44.30 34.00 RT 395.72 624 ---I 102+54.10 26.00 RT 395.96 1 BOW 1 625 102+74.31 _T 21.00 RT = 396.28 1 FOW I THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SURVEYED: SCALE: VERTICAL, NAVD 1988 1 DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 C. SCHOTT - RECORD DRAWINGS ECS 1/3/14 - DRAWN: J. BEMOG I ADDENDUM NO. 2 ECS 06/25 - CHECKEDONE INCH DATUM: I AT FULL SCALE IF NOT ONE INCH REVISION BY SCALE ACCORDINGLY * IV lk 'V *(mi : : * - ' - - - ' - (m I* "p, .... '. ' 'V * '&' -k 628 - * * \_STA 102+84.38, 63.2'RT I m_ x I I 11 BOLLARD TYPE 2 PER WSDOT STANDARD PLAN H-60.20-01- PAINTED SAFETY YELLOW aCONC MAIL DROP BOX FOUNDATION I ---- �� W//AAr ", : ' - : : F_ � I I ..,.-. . I ': - : - : : : : : : : 'j'\j=4 �. - ' - ' - - - * - * . . . . . . ..�....... ' N I l.I . ..:: _.'- . - - -.-Gm4* t_:&+ * l. '...A* P I. V k 4V '- w + l:V p ;- V * % II :.:...:.:.: ... . . C: - . . . . . . . . :: . ... . . . * A ^- �-._:_: .-,..*-,.* . ' . . . - -'-- .... .. :- 6. . ::....... ': .: -, .'.. ' ' � ;: � .. . ........ �- - SPECIAL RECORD DRAWING NOTE: SIDEWALK AND CURB RAMP POINT LOCATIONS AND ELEVATIONS SHOWN ON THIS SHEET WERE ADJUSTED DURING CONSTRUCTION AND DO NOT REPRESENT THE CT BUILT CONDITION. POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 626 102+96.00 31.09 RT 397.42 BOW, PT, 5' R 627 103+00.33 50.73 RT 397.91 RAMP-FOC, (0"REVEAL), PT, 8'R 628 102+95.09 57.73 RT 390.80 RAMP-FOC (091&6"HT) 629 102+91.00 26.00 RT 397.09 BOW, PC, 5' R 630 102+74.30 26.00 RT 396.36 BOW 102+74.30 27.00 RT 396.40 CURB PT -631 632 102+54.30 47.00 RT 396.16 CURB PC 633 102+04.75 47.00 RT 395.33 1 CURB PT 634 101+84.75 27.00 RT 394.33 CURB PC 635 103+03.31 66.00 RT 397.90 SAWCUT 636 103+00.53 44.81 RT 398.00 FOW - 2" MIN CURB 637 102+95.53 44.64 RT 398.08 BOW 638 103+02.00 46.12 RT 397.70 CURB PC - 8' R 639 101+79.17 43.80 RT 392.03 _ WALL 640 101+79.18 30.30 RT 390.05 WALL 641 101+09.66 34.36 RT 389.17 SWALE 642 101+74.66 34.36 RT 389.49 SWALE 643 103+38.53 15.89 RT 396.00 CURB 644 103+33.00 21.41 RT 396.24 CURB 645 103+33.00 27.64 RT 396.45 CURB PC 646 103+37.22 45.54 RT 397.01 CURB PCC 647 103+42.00 44.50 RT 396.99 CURB PT 648 103+42.00 25.95 RT 396.23 CURB 649 101+99.50 55.00 RT MATCH EX CURB 650 103+01.00 31.34 RT 397.47 - FOW, PT, 1 O' R 651 102+91.00 21.00 RT 397.01 FOW, PC, 1 O' R 652 102+44.24 26.00 RT 395.84 CURB 653 102+44.20 21.00 RT 395.77 CURB 414 CITY OF "L RE14TON Planning/Building/Public Works Dept. Approved For Construction Robert M. Hanson P.E. Date DATE: NE 3rd / 4th CORRIDOR IMPROVEMENTS 8/8/12 PHASE 1 INTERSECTION IMPROVEMENTS FIELDBOOK: PAGE* - DRAWING NO: MISCELLANEOUS DETAILS - SHEET 1 MD3 SHEET:- 16 OF, 43 d' 0 5 ti r CD Y4" CHAMFER CORNERS OF CURB 8a_2aa 12» 3®24" 16" ,-a ;T I- -F 4-d lil R1111 2% (2) #4 HORIZ STD HOOKS @ CO n l #4 VERT, TYP G #4@8"EW a a TRASH ENCLOSURE PAD DETAIL 12 1 /2"=1 '-0" - 12$$ 8'-2" nln /--�l 2 - DRIVEWAY � � ENTRANCE SEE e D2 �- MATCH DRIVEWAY ENTRANCE ELEVATION SEE eD NOTE: CONTRACTOR TO COORDINATE TRASH ENCLOSURE CONSTRUCTION WITH CMU WALL AND GATE POST CONSTRUCTION BY B&B GROUNDS MAINTENANCE, BART KOOYMAN (206) 612-6023. I 2% #4 @ 8" EW 6" CONC CL 3000 3" CRUSHED SURFACING TOP COURSE SECTION iA1 1 /2"=1'-O" �gLES SC' WAS�JI� O W ti� 0 CALL 48 HOURS 33242 4' 4PPC TEg� t& BEFORE YOU DIG ��sSIONAL�� ,Z� 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATEi 1/3/14 BYi ECS MATCH DRIVEWAY ENTRANCE ELEVATION - DRIVEWAY ENTRANCE, SEE(�MD2 10 I 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 TIB # 8-1-102(033)-1 www,parametrix.com 1 IRECORD DRAWINGS NO. I REVISION rm 12 F �-1 #4 DOWELS 8a„JJJJJJ to n VERT BARS - (2) #4 @ TOP OF CURB -� SECTION �'B1 1 /2aa=1 a-01$ _ SURVEYED: DESIGNED: C. SCHOTT DRAWN: J. BETZVOG ECS 1 3 14 CHECKED: BY DATE APPR 1 APPROVED: GENERAL NOTES: NOTES: 1. ALL CALLOUTS ARE TO THE FLOWLINE 0 CEMENT CONC SIDEWALK. SEE LEGEND FOR TYPE. 2. ALL SIDEWALK SHALL BE REMOVED TO CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN THE NEAREST JOINT 0 F-10.12-02 0 CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-02 OCEMENT CONCRETE TYPE 41OC CURB, SEE 7 MD2 OCEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F-10.12-02 ODECORATIVE CEMENT CONCRETE PAVEMENT TYPE C PRECAST TRAFFIC CURB CEMENT CONC CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-01 0 CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-01 10 CEMENT CONC CURB RAMP TYPE COMBINATION PER WSDOT STD PLAN F-40.14-01 GREGRADE YARD AT NST 3(HORIZ): 1(VERT) TO MATCH EXISTING 12 CMU WALL TO BE CONSTRUCTED BY OTHERS 13 GATE POST TO BE CONSTRUCTED BY OTHERS THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SCALE: DATE: HORIZONTAL: NAD 1983/1991 .► NE 3rd / 4th CORRIDOR IMPROVEMENTS 8/8/12 As SHOWN .. ,: CITY ®F PHASE 1 INTERSECTION IMPROVEMENTS 00K: RENTON PPAGE:AGE: ONE INCH DAT�_!M Planning/Buildin /Public Works Dept. DRAWING NO: I AT FULL SCALE -- Approved For Construction MISCELLANEOUS DETAILS - SHEET 5 M D4 IF NOT ONE INCH SCALE ACCORDINGLY Robert M. Hanson P.E. Date SHEET: 17 OF, m m m Now- NO r a. I— Z cW G W 0 w G. 0 0! 0 V 40 `e M w Z 400'400' WALL LIMITS 400' - 400' TOP OF WALL/EX GROUND SEE A WALL LIMITS TOP OF WALL/EX GROUND AT FRONT OF WALL WD 1 SEE A AT FRONT OF WALL fi WD1 BIOSWALE BIOSWALE — --- --- _---_ _ __---___ .__ TOP OF WALL NORTH OF WALL TOP OF WALL EL=392.34 EL=393.35 WALL LI M ITS 390 390 390' _ 390' • 00 WALL LI M ITS I M °' n LID� jUj tC) pPM C7jP7 Nd' d4- I Z(0 +P7 C77 �n Z� CV P7 r P7 P� • � O O CN Cfl + O -- -W w-- - -- - - �+ ---� - —W �— d' I Cn ® (D o c0 ®sT d. 00 0 00 ® 00 Z _._ . + O 00 r7 -I- c0 - ILO r7 U I .--0 -- O P7 P7 r7 ��� Zr �-� I¢- �! o00 +00 �� Z �cfl Ur ¢ II W� ¢ II ¢ II ® ¢oo•—Cnw ® Cnw ±oo Cnnw Z�� V)w c~nw v+d"o �'— I n ¢ii ¢i' ®o0; ¢o I voN Qo+o =��J c~nw c~nw =¢¢ II 'S to V) W -0+20 V) 0+00 Q o o o =<< 0+20 cn II w ¢ cn w -0+20 0+00 0+20 ¢ 1' II U)II)w WALL A WALL B PROFILE PROFILE�B1 HORIZ: 1 "=5' HORIZ: 1 "=5' VERT: 1 "=5' VERT: 1 "=5' 400' TOP OF WALL/FINISHED GRADE AT WALL BACK OF WALL TO APPROX MATCH SE TOP OF CURB OF ADJACENT DRIVEWAY y\/__ WALL LI M ITS -- - - F C - 04 EX GROUND 00 ; 3 d^ J P7 N 00 00 P7 In + r� J to O 00 r 00 +ooV) co w r OrC>D �nw ¢ II QaPw. li °O M � F- -! I- I- -) F J _.1 V) W (n V) W V r Q w + O ® v _j nC.� $ Z J ® J ¢ Cn (/) W v W -U -cv 400' CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 0+00 WALL C PROFILE HORIZ: 1 "=5' .. __ . " -1 TIB # 8-1-102(033)-1 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametdx.com 1— RECORD DRAWINGS N0. PROFILE HORIZ: 1 "=5' VERT: 1 "=5' SURVEYED: DESIGNED: C. SCHOTT DRAWN: J. WRIGHT ECS 1 3 14 CHECKED: BY DATE APPR APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 1+00 o' sw 180' -2�=311511111 1 i CONTRACTOR'S SURVEYOR, SEE AS -BUILT SURVEY 400' NOTES. AS -BUILT SURVEY NOTES: AS -BUILDS BY WHITE SHIELD, INC. 23412 68TH AVE. SOUTH KENT, WA 98032 253-867-6070 OFFICE 253-867-6075 FAX CHARLES E. PORTER, PLS 30937 LAST DATE IN FIELD MAY 24, 2013 0+60 THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. DATE: VERTICAL-NAVD t9� NE 3rd / 4th CORRIDOR IMPROVEMENTS / / HORIZONTAL: NAD 1983/1997 CITY OF 8 s 12 PHASE 1 INTERSECTION IMPROVEMENTS AELDBOOK: m-L AN RENTON DATUM Planning/Building/Public Works Dept. DRAWING No: Approved For Construction WALL PROFILES WP 1 SHEET: OF: Robert M. Hanson P.E. Date 18 43 NOWNIIININLEffimm LIj Q C0 Z I— ,- Z U W W O E W 0 d. O 13 U M W Z CAP UNIT. POINT OF VERTICAL AND HORIZONTAL CONTROL. TOP OF WALL, SEE PROFILE — TOP OF WALL EL. 4" W x MODULAR w O < WALL UNIT — Q� W 0 FILL VOIDS WITH II N 5/" MINUS CSTC — + 1» J 0 >- a 8» <Z FINISHED GRADE —� BOTTOM OF WAI I FI _ SEE PROFILE a mum U110-111111MINNI CONCRETE OR CRUSHED STONE LEVELING PAD - CAP UNIT. POINT OF VERTICAL AND HORIZONTAL CONTROL. TOP OF WALL, SEE PROFILE — TOP OF WALL EL. 0 W W�0 Q �a_ :2 jx_ w0 C� II N = 1= + J� U Q L¢ 4" Z MODULAR WALL U N IT FILL VOIDS WITH 5/" MINUS CSTC — 1/4- 8" BOTTOM OF WALL EL. SEE PROFILE 2'-0" MIN. EMBEDMENT AgLES Sc CALL 48 HOURS 33242 IST =ISTERw� 1� BEFORE YOU DIG � 1 )NAL�. Z 1-800-424-5555 a a CONCRETE OR CRUSHED STONE LEVELING PAD — a VARIES BASED ON CONTRACTOR PROVIDED DESIGN WALLS A & B SECTION �A1 NO SCALE — a as a REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATE, 1/3/14 BY, ECS TIB # 8-1-102(033)-1 ►�l_T NI��:�119oweI 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametdx.com a Q 0 ��/�EXISTING GRADE, VARIES r�BACKFILL FOR STRUCTURAL EARTH WALL GEOGRID, 1YP (WHERE REQUIRED) SEE NOTE 2 EXCAVATION REQUIRED FOR WALL I UNDERDRAIN PIPE 4" DIA. CONNECT TO EX CB WITH DRAIN PIPE 4" DIA GRAVEL BACKFILL FOR DRAINS (ENCASE W/ GEOTEXTILE FOR SEPARATION) 1'-0" CLEAR Q 1'-0" MIN [i■i�■i�I BACKFILL FOR STRUCTURAL EARTH WALL EXISTING GRADE, VARIES GEOGRID, TYP (WHERE REQUIRED) SEE NOTE 2 UNDERDRAIN PIPE 4" DIA. CONNECT TO CB #6 WITH UNDER DRAIN PIPE 4" DIA. SEE PP4 FOR INVERT ELEVATIONS EXCAVATION REQUIRED FOR WALL AND GEOGRID GRAVEL BACKFILL FOR DRAINS (ENCASE W/ GEOTEXTILE FOR SEPARATION) 1 RECORD DRAWINGS NO. REVISION a ro 12" D RAI NAG E FILL PER MANUFACTURER'S REQUIREMENTS. UNIT CORE FILL PER—\ MANUFACTURER'S REQUIREMENTS. 0- SURVEYED: DESIGNED: C. SCHOTT DRAWN: J. WRIGHT ECS 1 3 1 4 CHECKED: BY DATE APPR I APPROVED: FIRST COURSE INTERMEDIATE COURSES MODULAR BLOCK RETAINING WALL NOTES: 1. STRUCTURAL FILL SHALL BE CRUSHED SURFACING BASE COURSE. 2. GEOGRID PLACEMENT IF NECESSARY SHALL BE DESIGNED BY CONTRACTORS PROVIDED PROFESSIONAL ENGINEER AND APPROVED BY THE ENGINEER. 3. CONTRACTOR SHALL PROTECT EXISTING UTILITIES WHILE EXCAVATING FOR GEOGRID. 4. SEE GEOTECHNICAL REPORT FOR RECOMMENDED MODULAR BLOCK RETAINING WALL DESIGN PARAMETERS. FENCE POST INSTALLED PER BLOCK MANUFACTURER'S RECOMMENDATION AT CUT WALL LOCATIONS loci CAP COURSE TYPICAL BLOCK WALL LAYOUT DETAIL NO SCALE THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SCALE: DATE: "ten NAVD t9� NE 3rd / 4th CORRIDOR IMPROVEMENTS / / AS SHOWN HORIZONTAL: NAD 1983/1997 :� }� CITY OF $ 8 12 t1 PHASE 1 INTERSECTION IMPROVEMENTS P�B�K: ha F ENTON ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING No: AT FULL SCALE Approved For Construction WALL DETAILS WD 1 IF NOT ONE INCH SCALE ACCORDINGLY SHEEP: OF: Robert M. Hanson P.E. Date 19 43 w Z J kC OM PROJECT SPECIFIC MODIFICATION TO FILT STANDARD DETAIL LES SC' WAS�I O W - �o r v CALL 48 HOURS 33242 .J4� BEFORE YOU DIG =ISTEg�' ANAL 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS ' DATE: 1 /3/14 BYl ECS I TIB # 8-1-102(033)-1 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F. 253.604.6799 www.paramet6x.com DETAIL DETAIL �2`1 NO SCALE PP2 NO SCALE — THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SURVEYED: SCALE: DATE: HORIZONTAL: NAD 193/1991 •► NE 3rd / 4th CORRIDOR IMPROVEMENTS 8/8/12 DESIGNED: AS SHOWN , CITY OF J. WRIGHT R 7ry� T PHASE 1 INTERSECTION IMPROVEMENTS AELDBOOK: DRAWN: ® 1 WN l ®N J. WRIGHT ONE INCH I DATUM Planing/Buildin /Public Works Dept. DRAWING No: n 1 RECORD DRAWINGS ECS 1 3 14 CHECKED: AT FULL SCALE Approved For Construction BIOFILTRATION VAULT DETAILS SIN 1 NO. REVISION BY DATE APPR APPROVED: SCALE NOT ONE INCH ALE ACCORDINGLY SHEET: OF: Robert M. Hanson P.E. Date 20 43 MENNNEMME Ld Q Z 0 Lw 0 fr I_ Z W 2 W 0 w (L 0 I.L 0 0 M W Z 2+00 3+00 FO 0 FO e F� I I I WALGREENS e i I e � I I e ' I e � I I I C WASFjI� F — CALL 48 HOURS 33242 BEFORE YOU DIG >ISTER�'9 )NAL�Z• 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS I DATEi 1 /3/14 BYi ECS- J' TIB # 8-1 —1 ( 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 —1 www.parametdx.com NE 4TH STREET WALGREENS \ l / SCALE �_ _ Q i 20 40 N U) J W W 170 CO) W W 5+00 1 to ®- — 6 CD cfl LU �t - z J I= R/W I I i I VACANT I I I I 1 1 IRECORD DRAWINGS I ECS 11 /3/141 1 REVISION SURVEYED: DESIGNED: D. SANDENO DRAWN: D. SANDENO CHECKED: BY I DATE I APPR I APPROVED: NOTES: 1. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/OWNER. 2. NO PLANT MATERIAL SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL. SEE SHEET LS4 FOR PLANT SCHEDULE, DETAILS, & GENERAL NOTES. 3. PROPOSED SOD AREAS SHALL RECEIVE 6" DEPTH TOPSOIL. LANDSCAPE BEDS SHALL RECEIVE 12" DEPTH TOPSOIL. ALL HYDROSEED AREAS (PROPOSED AND INCIDENTAL) SHALL RECEIVE 2" DEPTH TOPSOIL. 4. SEE SPECIFICATIONS FOR TOPSOIL INFORMATION. 5. PLANT LIST QUANTITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST WITH PLAN CALL —OUTS, AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN. GROUNDCOVER QUANTITIES SHALL BE ADJUSTED AS NEEDED FOR FIELD CONDITIONS AT SPECIFIED SPACING. Rkl. TSCHONOSKII CRABAPPLE HYDROSEED LAWN — 2" DEPTH TOPSOIL SOD LAWN — 6" DEPTH TOPSOIL VEGETATIVE SCREEN — 12" DEPTH TOPSOIL MEDIUM GRIND BARK MULCH — 2" DEPTH THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT &. DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SCALE: DATE: u "E�' NAVD 19� CITY NE 3rd / 4th CORRIDOR IMPROVEMENTS 8/8/12 AS SHOWN HORIZONTAL: NAD 1983/1991 �= C1T 1 OF �Y�tl 11 i PHASE 1 INTERSECTION IMPROVEMENTS PA�BOOK: RENTON ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING NO: AT FULL SCALE Approved For Construction LANDSCAPE LS 1 IF NOT ONE INCH SCALE ACCORDINGLY Robert M. Hanson P.E. Date PLAN SHEET. 36 DF 43 ICIA1151 112101819 N J s M Lli Q � z Z `-' W LiJ 0 0 W 0 w 0. 0 0 U M W Z 0 O 1 I i NOTES: I ' 1. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/OWNER. ° y 2. NO PLANT MATERIAL SUBSTITUTIONS SHALL ° BE PERMITTED WITHOUT PRIOR APPROVAL. SEE SHEET LS4 FOR PLANT SCHEDULE, DETAILS, & GENERAL NOTES. I 3. PROPOSED SOD AREAS SHALL RECEIVE 6" 1 I DEPTH TOPSOIL. LANDSCAPE BEDS SHALL RECEIVE 12" DEPTH TOPSOIL. ALL ' HYDROSEED AREAS (PROPOSED AND INCIDENTAL) SHALL RECEIVE 2" DEPTH TOPSOIL. 4. SEE SPECIFICATIONS FOR TOPSOIL y ( INFORMATION. ° y ' f ` 5. PLANT LIST QUANTITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR IS ' RESPONSIBLE FOR VERIFYING ALL y QUANTITIES IN LIST WITH PLAN CALL -OUTS, AND INSTALLING PLANTINGS PER THE I I LANDSCAPE PLAN. GROUNDCOVER y QUANTITIES SHALL BE ADJUSTED AS ❑ ( NEEDED FOR FIELD CONDITIONS AT I SPECIFIED SPACING. I I I I ' � LEGEND: i I� R!q ° L-------------- - - ' 0 o + - AUTO ZONE ' + _ `g ° ° SAFEWAY ' + ( I O'REILLY AUTO O oi s Allleg -- I _ o - - I a L ° ... .... . .. . ............ ......... . ... ............ ................. . . ........... O SS S� ------------- = SS -- - - -- r ----- - CO) - _ 1 0 ....................... W W _ - W 00 I /yW -------- .�., 7+00 R +00 9+00 CD ,CD _ 10+00 __ _ 11+00 NE 4TH STREET co---- ----------- - ------------ Z - V �- C I -_ i :' ::............................................................:• :• :•::• :• :• :• :• :•:::•::::::::::::::::::::::::::::......:......... . :::.... ..!!.!!�s:::�::cs r,:::•:::•:•:•:::::•:::::::::::::::::::::::::::::.::.:.• ....• ...:• ..:•::. . Q �.. ® ................. :........ . :iir;;.' ...:: T :4:: .. ....YIMM.Y 5 CC: . f� _111M114`q .........." O W — ___--- _-------- QJ I VACANT z Q ° Ag'L E S SC V� �F WAS�I� =o= z MATCH LINE STA 104+50 SEE SHEET LS3 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATES 1/3/14 BY: ECS '.r CALL 48 HOURS )NAL BEFORE YOU DIG x w rISTE� 4 NALEZ�b1-800-424-5555 b= �.Z TIB # 8-1-102(033)-1 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametdx.com =o= I ❑ � I I ° I ° I I TSCHONOSKII CRABAPPLE DECIDUOUS TREE - MATCH EXISTING 'EMERALD GREEN' ARBORVITAE 'EDWARD GOUCHER' ABELIA 'GOLDFLAME' SPIRAEA BLUE OAT GRASS HYDROSEED LAWN - 2" DEPTH TOPSOIL SOD LAWN - 6" DEPTH TOPSOIL VEGETATIVE SCREEN - 12" DEPTH TOPSOIL MEDIUM GRIND BARK MULCH - 2" DEPTH LANDSCAPE RESTORATIONPROVIDED CITY PLAN SCALE IN FEET N 0 20 40 THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SURVEYED: SCALE DATE: A13/1 DESIGNED: AS SHOWN HORIZONTAL: ND 981991 .► CITY OF NE 3rd / 4th CORRIDOR IMPROVEMENTS 8/8/12 D. SANDENO PHASE 1 INTERSECTION IMPROVEMENTS FFIELDBOOK: DRAWN: _ RENTONPACE: D. SANDENO DRAWING NO: 1 RECORD DRAWINGS ECS 1 3 14 ONE INCH DATUM Planning/Building/Public Works Dept. CHECKED: AT FULL SCALE Approved For Construction LANDSCAPE LS 2 IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY PLAN SHEET: OF: Robert M. Hanson P.E. Date 37 43 NOTES: J cM 100+0 _ 101+00 — , — �_ — _ _ 102+00 x x - I I VACANT Ix i I �gLES SC, & WASNJ �O � ISTER�' �'IONAL '� Z• �-Z CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 A 8 d REVISED TO CONFORM WITH CONSTRUCTION RECORDS I DATE, 1/3/14 BY, ECS ' s4 TIB # 8-1-102(033)-1 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F.253.604.6799 www.parametdx.com E SCALE IN FEET 1 1 40 110301120630 x VACANT 4 0 0 �� o o® o o is / - w W _T — — LU i W 0 WHITMAN CT NE me -- ---1=-----__ W Z o J _ US POST OFFICE v I, F- a =f----------------------------� nn �� 1. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/OWNER. 2. NO PLANT MATERIAL SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL. SEE SHEET LS4 FOR PLANT SCHEDULE, DETAILS, & GENERAL NOTES. 3. PROPOSED SOD AREAS SHALL RECEIVE 6" DEPTH TOPSOIL. LANDSCAPE BEDS SHALL RECEIVE 12" DEPTH TOPSOIL. ALL HYDROSEED AREAS (PROPOSED AND INCIDENTAL) SHALL RECEIVE 2" DEPTH TOPSOIL, 4. SEE SPECIFICATIONS FOR TOPSOIL INFORMATION. 5. PLANT LIST QUANTITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST WITH PLAN CALL -OUTS, AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN. GROUNDCOVER QUANTITIES SHALL BE ADJUSTED AS NEEDED FOR FIELD CONDITIONS AT SPECIFIED SPACING. O 'EDWARD GOUCHER' ABELIA O SPIRAEA BLUE OAT GRASS HYDROSEED LAWN - 2" DEPTH TOPSOIL SOD LAWN - 6" DEPTH TOPSOIL DEPTH TOPSOIL LANDSCAPE RESTORATION PROVIDED BY CITY THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT AL. DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SURVEYED: SCALE: DATE: ��p VERTICAL: AD 1 8.3/ NE 3rd l 4th CORRIDOR IMPROVEMENTS / / DESIGNED: AS SHOWN HORIZONTAL- NAD 1983/1997 :� i CITY OF 8 8 12 D. SANDENO , �- CITY FlEwe00K: F ENTON PHASE 1 INTERSECTION IMPROVEMENTS PAGE: DRAWN: D. SANDENO ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING NO: ECS 1 3 14 CHECKED: AT FULL SCALE Approved For Construction LANDSCAPE LS3 IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY PLAN SHEET: OF: Robert M. Hanson P.E. Date (�/�j 38 43 0,� w Q z F_ 0 w 0 ryN n General Landscape Notes �1. VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THE LANDSCAPE PLANS AND IN J THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING OR INSTALLATION. M 2. CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT ANY DISCREPANCIES OR CONDITIONS WHICH WILL PREVENT THE PROPER EXECUTION OF THIS WORK PRIOR TO BEGINNING WORK. H Z W 2 W O w CL O 0 O V M LU Z 3. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 4. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO CONSTRUCTION. PROVIDE ADEQUATE MEANS OF PROTECTION OF UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING SITE WORK OPERATIONS AT CONTRACTOR'S EXPENSE. 5. NEW TREE PLANTING -SEE PLANTING DETAILS. CONTRACTOR SHALL STAKE ALL TREES TO PREVENT TREE FROM MOVING OUT OF PLUMB. 6. STREET TREE INSTALLATION SHALL OCCUR AFTER ALL HARDSCAPE INSTALLATIONS ARE COMPLETE AND PRIOR TO GROUNDCOVER INSTALLATION. 6. NEW SHRUB PLANTING -SEE PLANTING DETAILS. ALL LANDSCAPE MATERIALS PLACED IN PREPARED HOLES SHALL BE PROPERLY BACKFILLED PRIOR TO THE END OF THE WORKING DAY. ALL SHRUBS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 7. ALL WRAPPING MATERIAL SHALL BE CUT AND REMOVED FROM THE ROOT BALL. METAL BASKET WIRES AND BURLAP SHALL BE REMOVED COMPLETELY ON ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM ROOT BALLS PRIOR TO BACKFILLING. 8. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN HEALTHY GROWING CONDITION. CITY SHALL VERIFY STOCK AT NURSERY OF ORIGIN PRIOR TO ACCEPTANCE. 9. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN HEALTHY CONDITION IMMEDIATELY WITH COMPARABLE SIZE AND SPECIES AT NO COST TO THE OWNER. 10. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS TO REMOVE LOW AND HIGH POINTS AND TO PROVIDE POSITIVE DRAINAGE IN ACCORDANCE WITH SITE GRADING PLAN. REMOVE ROCKS OVER 1" IN ANY DIMENSION, STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. 11. IN ALL PLANTER BED AND LAWN AREAS , THE TOP 6 INCHES OF SOIL WILL BE AMENDED AT A RATIO OF 3 CY OF ORGANIC MATTER PER 1000 S. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6" INTO TOPSOIL. 12. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 24" DEPTH OF TOPSOIL. SOD LAWN AREAS SHALL HAVE A MINIMUM OF 6" DEPTH OF TOPSOIL. HYDROSEED LAWN AREAS SHALL HAVE A MINIMUM 2" DEPTH OF TOPSOIL. SPREAD, COMPACT , AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW SURFACES OF WALKS AND CURBS IN PLANTING BED AREAS, 1Y" IN SOD LAWN AREAS, AND 1" IN SEED LAWN AREAS. PLANT MATERIAL LIST QTY. BOTANICAL NAME COMMON NAME SIZE B SPACING General Landscape Notes Continued 15. ALL LAWN AREAS SHALL BE SODDED WITH A LOCALLY GROWN TURF OR APPROVED EQUAL. SOD TO BE PLACED AND INSTALLED PER GROWERS RECOMMENDATIONS WITHIN 48 HRS OF HARVEST , AND IMMEDIATELY FOLLOWING FINE GRADING, AND INSTALLATION OF IRRIGATION SYSTEM. LAY SOD TO FORM A SOLID MASS WITH TIGHTLY -FILLED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS. DO NOT OVERLAY ADJACENT EDGES. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. REMOVE EXCESS SOD TO AVOID SMOTHERING OF ADJACENT GRASS. PROVIDE SOD PAD TOP FLUSH WITH ADJACENT CURBS, SIDEWALKS, DRAINS, AND SEEDED AREAS. INSTALL INITIAL ROW OF SOD IN A STRAIGHT LINE, BEGINNING AT BOTTOM OF SLOPES, PERPENDICULAR TO DIRECTION OF THE SLOPED AREA. PLACED SUBSEQUENT ROWS PARALLEL TO AND TIGHTLY AGAINST PREVIOUSLY INSTALLED ROW. TAMP OR ROLL WITH ROLLER TO ENSURE CONTACT WITH SUBGRADE SOIL. WATER SOD THOROUGHLY ONE TIME IMMEDIATELY AFTER INSTALLATION. STAKE SOD ON SLOPES OVER 2:1 TO ANCHOR. PROVIDE 6' DIA. TREE RING AROUND ALL TREES WITHIN SODDED AREAS EXCEPT STREET TREES AND MULCH TO MATCH MATERIALS USED IN PLANTER BED AREAS. STREET TREE MULCH AREAS SHALL BE THE WIDTH OF THE PLANTER STRIP AND EXTEND 3' FROM THE CENTER OF THE TREE ON EACH SIDE. 16. PROVIDE IMPORTED TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL SANDY LOAM SURFACE SOIL, AND REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS, AND OTHER LITTER, AND FREE FROM ROOTS, STUMPS, ROCKS LARGER THAN 2" IN ANY DIMENSION, AND OTHER EXTRANEOUS MATTER HARMFUL TO PLANT GROWTH - SEE SPECIFICATIONS A. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS OF THAT FOUND AT THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY WELL -DRAINING SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4" - SEE SPECIFICATIONS B. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, ORGANIC MATTER, AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE DESIGNER'S REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. 17. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF -SITE. 18. ANY EXISTING PLANTINGS THAT ARE TO BE REMOVED OR TRANSPLANTED SHALL BE IMMEDIATELY REPOTTED OR REPLANTED TO INSURE THEIR SURVIVAL. TREES SHOULD BE MOVED DURING DORMANT SEASON IF POSSIBLE, AND UTILIZING AN APPROPRIATELY SIZED TREE SPADE. COORDINATE AND HAVE A NEW LOCATION DETERMINED PRIOR TO DIGGING. 19. REPAIR AND/OR REPLACE ANY EXISTING LANDSCAPE AREAS WITHIN THE WORK LIMITS OF THE PROJECT THAT HAVE BEEN DAMAGED OR REMOVED IN THE COURSE OF THE COMPLETION OF THE PROJECT. INCLUDING WORK DONE BY OTHERS THAT IS SHOWN IN THE CONTRACTED PLAN SET. MATCH ALL MATERIALS REPAIRED OR REPLACED TO ENSURE CONSISTENCY. 20. CONTRACTOR'S MAINTENANCE SHALL INCLUDE PRUNING, CULTIVATING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND DISEASE UNTIL FINAL ACCEPTANCE BY OWNER. A. RE -SET SETTLED PLANTS TO A PROPER GRADE AND POSITION. RESTORE PLANTING SAUCER AND ADJACENT MATERIAL AND REMOVE DEAD MATERIAL. B. TIGHTEN AND REPAIR GUY WIRES AND STAKES AS REQUIRED ONLY IF ORIGINALLY NEEDED. C. CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOMES APPARENT AND WEATHER AND SEASON PERMIT. 24 1-\belia x 'Eduard 6oucher' 'Edward toucher' Adelia 5 Gal. cunt. 41/2' aC. 3F-)0 Helictatrichon semi ervirens Slue Cat erase 1 Gal. Cart, 2' C.C. 11 Ma lus tschancFkJ i Tsch®r®ski Crabapple, 2'' Cal., 12 -14' t'(ir. i4t., E345 241 5.piraea japonica 'Goldflame' 'G®Idflame' 5piraea 2 Gal. Cart, 3' C.C. 04 Thuja plicata 'Smar d' 'Emerald Greer' 4rborvitae 5' Min. Ht. 545/Curt. @ 3' C.C. 3 pecidu®ue Trees Match Existir 2'' Cal., 12-14' Mir. k4t., 545 �gLES SC' aF WAs, t o WET 0r CALL 48 HOURS 33242 IST :ISTEgBEFORE YOU DIG •��t� TNALE 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATE, 1/3/14 BY, ECS TIB # 8-1-102(033)-1 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametdx.com TREE TIES 3 St PLANTING PIT SHALL BE A THE ROOTBALL DEPTH o"olY o �w ROOT - BALL. DEPTH 12w MIN 12' MIN 6' WIDTH 8' PLANTING PIT - SHALL BE A MINIMUM OF 3x THE RDOTBALL WIDTH AT BASE OF PIT & 3x ROOTBALL WIDTH AT FINISH GRADE (2)- BVC WOOD TREE STAKES (MIN 6' HT) 2' MULCH FINISH GRADE BACKFILL SOIL MIX NOTE: - REMOVE TREATED OR SYNTHETIC BURLAP OR WIRE BASKETS COMPLETELY. REMOVE ANY SOIL AND/OR MULCH AWAY FROM TREE ROOT CROWN AT BASE OF TRUNK AFTER INSTALLATION TREE PLANTING AND STAKING DETAIL NO SCALE PLACE SHADE CLOTH OR WOOD CHIP MULCH (SEE NOTES THIS SHEET). KEEP MULCH OFF OF STEMS PLACE ORGANIC MATERIAL AMENDMENT (CORASE COI PLANT AT SAME LEVEL AS GROWN. TOP OF ROOTBALL TO BE LEVEL WITH FINISHED GRADE. ---FINISHED GRADE EXISTING SOIL BACKFILL WITH MIX OF COMPOST A I I—� FROM TOP LAYER OVER PLANTING HOLE AND NATIVE SOILS. WATER — I_ THOROUGHLY TO REMOVE AIR / POCKETS -------- _PLANTING HOLE TO CBE 2 X DIA. OF ROOTBALL NO SCALE �s ERECT AND MAINTAIN READILY VISIBLE PROTECTIVE TREE FENCING ALONG THE OUTER EDGE AND COMPLETELY SURROUNDING THE PROTECTED AREAS OF ALL PROTECTED TREES OR GROUPS OF TREES. FENCES SHALL BE CONSTRUCTED OF CHAIN LINE AND AT FOUR FEED HIGH. THE FENCE SWILL BE INSTALLED AT LEAST 1 FOOT FROM THE BASE OF THE TREE FOR EVER 1 INCH OF TRUNK DIAMETER. CHAINLINK TREE PROTECTION DETAIL NO SCALE THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THATALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SURVEYED: SCALE: DATE: VERTICAL NAVD 19M /v O O 1 DESIGNED: AS SHOWN HORIZONTAL: NAD 1983�1991 .; �� CITY OF NE 3rd / 4th CORRIDOR IMPROVEMENTS C7 DRAWN: D. SANDENO - PHASE 1 INTERSECTION IMPROVEMENTS AELD800K: RENTON D. SANDENO ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING NO: 1 RECORD DRAWINGS ECS 1/3/1 4 CHECKED: pp PLANTING SCHEDULE, LS4 AT FULL SCALE Approved or Construction IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY DETAILS &NOTES SHEET: OF: Robert M. Hanson P.E. Date ' 39 43 Ellmf11P�D]�L' IRRIGATION NOTES: LLI Q z C) W 0 1� H Z W 2 W O W (L O DC O C.� L M W Z 0 Fo AgLES Sc WAs�I� �O 33242 4 ISTER SHELL STATION I` O I WALGREENS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 I -- FO REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATE= 1 /3/14 BY, ECS T1B # 8-1-102(033)-1 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametrix.com NE 4TH STREET W NO WALGREENS RECORD DRAWINGS TACO TIME R/W SCALE.v 1 REVISION Sleeve �G Plan is diagrammatic. Locate mainline 4 equipment in planter strip to north. VACANT — — — — — — — - W ne W co Uj W U) co Q ca W - — --- Z ®J Q 1. SEE SHEET IR4 FOR CONSTRUCTION DETAILS & NOTES. 2. CONTRACTOR SHALL VERIFY SPECIFIC IRRIGATION CONTROLLER LOCATION PRIOR TO CONSTRUCTION. 3. PLAN IS DIAGRAMMATIC. VARIATIONS IN HEAD LOCATIONS ON PLAN IS FOR THE SAKE OF GRAPHIC CLARITY. 4. MAINLINE, LATERALS, AND SLEEVING ARE SCHEMATIC ONLY AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEVING IS SHOWN. 5. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN FULL COVERAGE. DESIGNERS RESERVES THE RIGHT TO MAKE NOZZLE CHANGES AS NEEDED AT NO ADDITIONAL COST. CONTRACTOR SHALL ADJUST HEAD POSITIONS AND ADD OR DELETE HEADS AS NEEDED DEPENDING ON ACTUAL FIELD CONDITIONS. LEGEND: SY„I. UE5CR11='TI0N Lk Rairibird 1806 - 10 Series 0 Lk Ra iribird 1806 - 10 Series T ® Rairibird 1806 - 10 Series H Rainbird 1806 - 15 Series 0 ® Rainbird 1806 - 15 Series H ElRainbird 1812 - 15 Series EST ® Rainbird 1812 - 15 Series 4 X 30 SST ORainbird n5 - P Electric Zone valve PROTECT & RESTORE EXISTING IRRIGATION SYSTEM o.PROTECT, RESTORE & EXTEND EXISTINIf Nr THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SURVEYED: SCALE: DATE: VERTICAL- ""V° 79� NE 3rd / 4th CORRIDOR IMPROVEMENTS / / DESIGNED: AS SHOWN HORIZONTAL NAD 1983/1991 CITY OF 8 $ 12 D. SANDENO � �- FIELDBOOK: RENTON PHASE 1 INTERSECTION IMPROVEMENTS PAGE: DRAWN: D. SANDENO ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING NO: ECS 1 3 14 CHECKED: AT FULL SCALE Approved For Construction IRRIGATION I R 1 IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY DI A N SHEET: OF: Robert M. Hanson P.E. Date (��/� 40 43 MENNNNNE Q � z � Z Ld W o 'G�+ W 0 W C. 0 0 C� 4W qqlt co W Z - II 7-1 � 6" Sleeve ° Incl. I Sleeve ° 0 o( ------ ---® IN ❑ —I_ roll Sleeve4o ❑ ElrollSleeve iW Incl. EIPF] — sleeve — f " 0 0 0 � I °� — �6 Sleeve � ° X X — Existing irrigation service o 0 to be reconstructed by / a I property owner during I W x - -----------------I ® I project construction. f Contractor to protect coordinate work with 545 7_2 i Grounds Maintenance - art ! I I Kooyman 206.612.6023 i I I WATER DISTRiC i o1 _,.._J I--------- --- --- —--------J AUTO ZONE i'-12 jPlan is diagrammatic. = f Locate mainline t equipment In planter strip to north. W _ Cl)---- O QI in W Z J Point of connections e P M _ Irrigation meter provided W by others. Field verify Z location. Design static C W pressure 10 psi. See Sheet > iR4 for specific point of Q VACANT connection 4 sequencing. Q irrigation controller. - Approximate location shown. _ MATCH LINE STA 104+50 SEE SHEET IR CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DAM 1/3/14 BYI ECS one # 8-1-102(033)—i 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametdx.com 1 RECORD DRAWINGS NO. I REVISION 6" Sleeve-,# II, NE 4TH STREET _ _ - ----- _____PJaTI is dia rammatic. r — Q- — — li .� — — — "" "' "' �P7 A Locate mainline 4-equipmen — — — `1°is" Mainline ss�� I1 viz ° 110 �J V2I1 in planter strip to south. SCALE IN FEET SURVEYED: DESIGNED: D. SANDENO DRAWN: D. SANDENO ECS 1 3 14 CHECKED: BY DATE APPR APPROVED: n'Rr11 I V AI ITn 6" sleeve ("6°Sleeve �� �--- vv ■ vv ■ v■ ■ ■vim tt_% 1. SEE SHEET IR4 FOR CONSTRUCTION DETAILS & NOTES. 2. CONTRACTOR SHALL VERIFY SPECIFIC IRRIGATION CONTROLLER LOCATION PRIOR TO CONSTRUCTION. 3. PLAN IS DIAGRAMMATIC. VARIATIONS IN HEAD LOCATIONS ON PLAN iS FOR THE SAKE OF GRAPHIC CLARITY. 4. MAINLINE, LATERALS, AND SLEEVING ARE SCHEMATIC ONLY AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEVING IS SHOWN. 5. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN FULL COVERAGE. DESIGNERS RESERVES THE RIGHT TO MAKE NOZZLE CHANGES AS NEEDED AT NO ADDITIONAL COST. CONTRACTOR SHALL ADJUST HEAD POSITIONS AND ADD OR DELETE HEADS AS NEEDED DEPENDING ON ACTUAL FIELD CONDITIONS. 3r�3il�i SYM. DESCRIPTION Lk Rainbird 1806 - 10 Series Q Lk Rainbird 1806 - 10 Series T ® Rainbird 1806 - 10 Series W Rainbird 1806 - 15 Series Q ® Rainbird 1806 - 15 Series N Rainbird 1812 - 15 Series EST ® Rainbird 1812 - 15 Series 4 X 30 SST ❑ Rainbird FEB - V Electric Zone valve ® 5rass Ba I l valve PROTECT & RESTORE EXISTING IRRIGATION SYSTEM 10, .'iV PROTECT, RESTORE & EXTEND EXISTING IRRIGATION SYSTEM THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SCALE: DATE: HORIZONTAL: N o 191�i,991 ,► NE 3rd / 4th CORRIDOR IMPROVEMENTS 8/8/12 AS SHOWN .. ,; CITY OF PHASE 1 INTERSECTION IMPROVEMENTS AELDBOOK: RENTON ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING No: AT T FULL SCALEApproved For Construction IRRIGATION I R2 IF NOT ONE INCH SCALE ACCORDINGLY Robert M. Hanson P.E. Date PLAN SHEET: 41 OF*43 ON NEWHOMMM LLI Q z U LLJ O M dN' H Z W 2 W O W G. O O V i qT ftftftft W Z x X 100++ Oaf 101+00 — — — — 102+00 Connect to existing mainline and wiring -_ --\_ r 4" sleeve VACANT �.gLES Sc G� of WASAr �o �0 J7� CALL 48 HOURS 33242 BEFORE YOU DIG :IST"RL NALV��2 1-800-424-5555 _...._...._ ...._........... 4" sleeve REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATEI 1 /3/14 ByJ ECS 0 TIB # 8-1-102(033)-1 TEMP. CONST. EASEMENT 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametrix.com o, Sleeve s� 4 Sleeve SCALE IN FEET 1 20 40 MRECORD -AWINGS M - I I VACANT IW IW co -------------------=-- — W IC01) 0 fjIP3t+00 104+ — ---I- — — +0--- r WHITMAN CT NE Ico _-- —= R W Z_ - J 20-3 I Q I US POST OFFICE Connect to existing mainline and extend wiring \ 20-4 I I x e ------------------------------- �'� I f IRRIGATION NOTES: 1. SEE SHEET IR4 FOR CONSTRUCTION DETAILS & NOTES. 2. CONTRACTOR SHALL VERIFY SPECIFIC IRRIGATION CONTROLLER LOCATION PRIOR TO CONSTRUCTION. 3. PLAN IS DIAGRAMMATIC. VARIATIONS IN HEAD LOCATIONS ON PLAN IS FOR THE SAKE OF GRAPHIC CLARITY. 4. MAINLINE, LATERALS, AND SLEEVING ARE SCHEMATIC ONLY AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEVING IS SHOWN. 5. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN FULL COVERAGE. DESIGNERS RESERVES THE RIGHT TO MAKE NOZZLE CHANGES AS NEEDED AT NO ADDITIONAL COST. CONTRACTOR SHALL ADJUST HEAD POSITIONS AND ADD OR DELETE HEADS AS NEEDED DEPENDING ON ACTUAL FIELD CONDITIONS. SlIrm. 1DE5GF,1f=Ti0N All Rainbird 1806 - 10 Aeries 0 ® Rainbird 1806 - 10 Series T QRainbird 1806 - 10 Series H ARainbird 1806 - 15 Series Q a Rainbird 1806 - 15 Series H Ra inbird 1812 - 15 Series EST ® Rainbird 1812 - 15 Series 4 X 30 SST ORainbird PE5 - i" Electric Zone valve PROTECT & RESTORE EXISTING IRRIGATION SYSTEM PROTECT,RESIRRIGATION SYSTEM TORE THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SURVEYED: SCALE: DATE: "ten°`L, NAVE) 1988 NE 3rd 14th CORRIDOR IMPROVEMENTS / / AS SHOWN HORIZONTAL: NAD 1983/1991 R CITY OF 8 $ 12 DESIGNED: SHOWN 1 � i `C D. SANDENO - "L PHASE 1 INTERSECTION IMPROVEMENTS AELD600K: DruwN: �1V T®1 �I D. SANDENO DRAWING NO- ONE INCH DATUM Planning/Building/Public Works Dept. ECS 1 3 14 CHECKED: AT FULL Approved For Construction IRRIGATION I R3 IF NOT ONE INCH BY DATE A P P R APPROVED: SCALE ACCORDINGLY D' A N SHEET: OF: Robert M. Hanson P.E. Date f L./1 42 43 General irrigation Notes Lv Q z I- C) LEI D O ry a_ W Z cW G W 0 w a 0 0 t� s 1 >L M W Z 00 4 & F1 FLOW SCHEMATIC POINT OF CONNECTION ASSEMBLY NO SCALE FINISH GRADE AT UP OF VALVE BOX: REFER TO BOX IN TURF AND PAVED IRRIGATION SHEET NOTES AREAS (1" BELOW UP IN OR SPECIFICATIONS ALL OTHER Ate) VALVE BOX COVER SCH 80 UNIONS MALE ADAPTOR--- � GALV NIPPLES 1 = MALE ADAPTOR RECTANGULAR PLASTIC VALVE BOX AMTEK OR EQUAL BALL VALVE STUB QUICK COUPLER VALVE — WITH ROUND VALVE BOX MANUAL DRAIN VALVE — WITH ROUND VALVE BOX Flow 8" MIN 80 opoO�O o0 000 000 os$� oo� o0opo0o O 00" O� 0 0 00$ oa Q7 o pof� o oo$ 00 O Cp oocp o09 0o000oppo0o 00 00 00000000000000 BACKFLOW` PREVENTOR MIN 3 CF PEA GRAVEL SUMP VALVE BOX: REFER TO FINISH GRADE AT UP OF IRRIGATION SHEET NOTES BOX IN TURF AND PAVED OR SPECIFICATIONS AREAS (1- BELOW UP IN ALL OTHER AREAS) VALVE BOX COVER KIP BALL 0 VALVE p 6" MIN o 0 0g CLEARANCE J 0 g o O o8 O O o 0 o O o-� O O O 0 00 0 0 0 0 0 BACKFLOW PREVENTOR 4" MIN LONG SCH 40 PVC o p FLOW MAINLINE GALV NIPPLE PEA GRAVEL (INSTALL MIN SCH 80 UNION - 2 CUFT BELOW BACKFLOW PREVENTOR) PVC MALE ADAPTOR DOUBLE CHECK VALVE NO SCALE BALL VALVE NO SCALE O 000po0p o o cboo po �$ 000000000 MIN 2 CF PEA GRAVEL SUMP "--SUPPORT RECTANGULAR BOXES WITH 4 BRICKS, TYP POINT OF CONNECTION NO SCALE VALVE BOX: REFER TO FINISH GRADE AT UP OF SPECIFICATIONS BOX WALK OR CURB - ELECTRIC CONTROL VALVE FINISH 3" GRADE SCH 80 PVC NIPPLE SUP FIX FITTING -- SCH 80 PVC UNION W/BRASS INSERT CLASS 200 PVC SCH 40 PVC MALE I I' LATERAL LINE TO ADAPTER SPRINKLER 1I SPRINKLERS 1 BODY SCH 40 PVC ELL (S X S) SCH 80 p p I SCH 40 PVC PIPE; NIPPLE LOW VOLTAGE WIRES LENGTH AS REQUIRED SCH 40 ELL oOog7J SCH 40 0 SCH 40 PVC FITTING STREET ELL 1 CUFT DRAIN GRAVEL (S X S) SUMP BELOW VALVE SCH 40 STREET SCH 40 PVC MAINLINE ELL NOTE: PROVIDE EXPANSION COILS AT EACH VALVE LATERAL LINE SCH 40 TEE OR ELL Ir ELECTRIC CONTROL VALVE NO SCALE CALL 48 HOURS k BEFORE YOU DIG 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATES 1/3/14 BY: ECS 0 III TIB # 8-1-102(033)-1 QUICK COUPLER FINISH GRADE - LOCKABLE VALVE BOX- 2-STAINLESS STEEL WORM CLAMPS a r r r r r r r 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.paramethx.com REVISION 14 REBAR ROD- 30" LENGTH SCH 40 MAINLINE 14 REBAR 30- LENGTH NOTES: 1. CONTRACTOR SHALL USE VALVE Box EXTENSIONS AS REQUIRED TO MEET FINISH GRADE 2. ALL VALVE BOXES TO BE INSTALLED FLUSH WITH FINISH GRADE 3. VALVE BOXES TO BE SIZED TO FACILITATE REPAIR/REPLACEMENT OF HOUSED EQUIPMENT 6" .. /—CURB OR EDGE SCH 80 PVC NIPPLE TxT LENGTH AS REQUIRED SCH 40 PVC COUPLING TxT SCH 80 PVC NIPPLE TxT SCH 40 PVC ELBOW TxT 2-sCH 4o PVC 90 S?REET ELLS SCH 40 PVC MAINLINE FITTING 80 PVC NIP QUICK COUPLER VALVE NO SCALE VALVE CHART VALVE SIZE SURVEYED: DESIGNED: D. SANDENO DRAWN: D. SANDENO ECS 1 3 1 4 CHECKED: BY DATE APPR APPROVED: 1. IRRIGATION SYSTEM INSTALLATION SHALL BE DONE BY COMPETENT IRRIGATION CONTRACTOR AND/OR LANDSCAPE CONTRACTOR THAT HAVE PROVEN EXPERIENCE WITH SIMILAR PROJECTS. THE CONTRACTOR IS TO PROVIDE ACCURATE AND LEGIBLE (AS —BUILT) DRAWINGS FOR ALL PHASES OF THE PROJECT. ALL IRRIGATION WORK IS TO BE COORDINATED AND SCHEDULED IN COOPERATION WITH ALL OTHER CONTRACTORS. ANY DIFFICULTIES, COST CHANGES, OR DAMAGES DUE TO LACK OF COOPERATION OR COMMUNICATION ARE THE RESPONSIBILITY OF THE CONTRACTOR, IRRIGATION CONTRACTOR AND/OR LANDSCAPE CONTRACTORS. THE LANDSCAPE/IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE AND AVAILABLE FLOW PRIOR TO CONSTRUCTION AND CONDUCT A PRESSURE TEST FOLLOWING COMPLETED INSTALLATION. IF DEFICIENCIES ARE NOTED THAT WILL HINDER THE SYSTEMS PERFORMANCE, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION TO CORRECT DEFICIENCIES. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEAN—UP FOR HIS/HER RESPECTIVE WORK, DAILY AND AT PROJECT CLOSE—OUT. 4. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS. DAMAGE TO EXISTING IMPROVEMENTS BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND/OR QUALIFIED INSTALLERS/TRADES ACCEPTABLE TO THE SOLE SATISFACTION OF THE ENGINEER AND AT NO COST TO THE OWNER. 5. SPRINKLER HEAD SYMBOLS SCHEMATICALLY REPRESENT DESIRED SPRAY PATTERNS. FIELD ADJUSTMENTS AND VERIFICATION OF SPRAY PATTERNS WILL BE NECESSARY. ADJUST SPRAY PATTERNS TO WATER LANDSCAPE AREA ONLY AND PREVENT OVERSPRAY ONTO BUILDINGS AND/OR PAVEMENT (UNLESS SPECIAL CIRCUMSTANCES PREVAIL). 6. ALL PIPING UNDER HARD SURFACES (INCLUDES CONCRETE, ASPHALT, CRUSHED GRAVEL) SHALL BE SLEEVED WITH 4" DIAMETER PVC CONDUIT EXTENDING EIGHTEEN (18) INCHES BEYOND HARD SURFACE EDGE. MARK ENDS WITH A 3/8" DIAMETER REBAR, 18" IN LENGTH. TOP OF REBAR TO BE 1" UNDER SOIL SURFACE. ALL SLEEVES UNDER HARD SURFACE SHALL BE STRAIGHT TO ALLOW FOR IRRIGATION PIPE REPLACEMENT. ALL SLEEVE INSTALLATION SHALL BE ACCOMPLISHED UNDER THIS CONTRACT. 7. ALL CONTROL WIRING IN MAINLINE TRENCH SHALL BE PLACED UNDER MAINLINE. ALL CONTROL WIRING NOT IN MAINLINE TRENCH SHALL BE BURIED WITHIN METAL CONDUIT. CONDUIT SHALL BE PLACED 18" BELOW FINISH GRADE. ALL CONDUIT AND FITTINGS SHALL BE INTERMEDIATE METALLIC OR BETTER. 8. PIPE SIZE SHALL BE THE SAME ON BOTH SIDES OF VALVES. PIPE SHALL REMAIN CONSTANT BETWEEN PIPE SIZE CALLOUTS. 3/4" CLASS 200 PVC SHALL BE THE SMALLEST LATERAL LINE USED. 1 9. LOCATE ALL VALVES WITHIN ONE (1) FOOT OF THE MAINLINE. 10. FIELD VERIFY ALL SPRINKLER HEAD LOCATIONS (FLAGGING) FOR REVIEW AND APPROVAL BY ENGINEER BEFORE TRENCHING. 11. WHERE TWO OR MORE PIPES SHARE THE SAME , TRENCH, MAINTAIN A 4" SEPARATION BETWEEN PIPES. DO NOT CROSS PIPES OVER EACH OTHER UNLESS THEY ARE AT 90 DEGREES. 12. IRRIGATION SITE PLAN IS SCHEMATIC. IRRIGATION PLUMBING AND EQUIPMENT SHALL BE INSTALLED IN LAWN OR SHRUB BED AREAS AND WITHIN PROPERTY BOUNDARIES. THE CONTRACTOR SHALL CONSIDER ALL SITE FEATURES IN THE INSTALLATION OF IRRIGATION IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL IRRIGATION EQUIPMENT NECESSARY FOR A COMPLETE AND FUNCTIONAL IRRIGATION SYSTEM. FIELD VERIFY ALL EXISTING EQUIPMENT LOCATIONS AND REPORT ANY INCONSISTENCIES TO ENGINEER. 13. SUPPLEMENT 8-03.3(4) — ALL PVC SOLVENT WELDS WILL BE MADE AS A TWO—STEP PROCESS W/ SEPARATE PRIMER AND GLUE APPLICATIONS. ALL GLUE SHALL BE MANUFACTURED FOR IRRIGATION AND CONDUIT ASSEMBLY ONLY. NO "ONE—STEP" GLUE SHALL BE ALLOWED. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO USE. 14. ALL NEW AND MODIFIED IRRIGATION SHALL MATCH EXISTING MATERIALS INSTALLED ON —SITE. A THOROUGH INSPECTION OF CONTROLLER, PIPING, VALVES, HEADS, AND FITTINGS SHALL BE COMPLETED BY IRRIGATION CONTRACTOR PRIOR TO BIDDING TO INSURE CONTINUITY THROUGHOUT SITE FOR EASE OF MAINTENANCE AFTER FINAL CONSTRUCTION (IF APPLICABLE) I itiIr.:;ATION EQUIPMENT L15T symbol I i'" FRd. I Ordering * 1 Product Description ,& e F,�Ia inblyd 1504 15' 5eries/FG5 0" Fop=Up 6prahead With �O' 4 1a0' Nozzles 123 in fRairbird 1P0(o 55T/E5T/FC5 (o" Fop -Up ra Dead With Side 4 End Strip Nozzles AAA fRainbird 15O4 10' 5eries/FC5 &" Fop -Up 15ra head With eO°, 120, 4 1,50° Nozzles ►1 F-ebco 0501' 11/2 " 11/2 " E)oub Is Cheek Valve Sa ckFlow Preventor 8 B 4 < 101=SOO Series E3ra5s F3all Valve (Schedule- 40 Unions With Brass Inserts) Match Line 5ize © fRairbird 3 RG 3/4" 5ra55 Quick Coupler pQ Ralrbird l00/1503PE5¢PR5a[) 1" - 1I/2'' Electric Remote Control Zone Valve includin PfR5 preasure reeulat-ine module ® Toro Sentinel 55A<2f51roN6-4 Luith is ! directional antenna Y— — schedule 4-0 PVC Fi e For Mainline, Install at 10" Depth (24" Under Paved Areas) T — Class 200 PVC Fi e for Lateral Lines, Install at 12" [Depth (24" Under Paved 4reas) Mass 200 FVC Pipe Conduit, Install at 24" peth Not Shown 14-AUJ [)irect Burial Low Voltage Wires/ fRed=5i nal White -Common THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SCALE: DATE: HORIZONTAL: N NAND 98/11991 •► NE 3rd 14th CORRIDOR IMPROVEMENTS 8/8/12 As SHOWN .. ,: CITY OF PHASE 1 INTERSECTION IMPROVEMENTS FFIELDBOOK: AN RENTON AT�ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING NO: —� Approved For Construction IRRIGATION SCHEDULE, I R4 IF NOT ONE INCH SCALE ACCORDINGLY DETAILS & NOTES Robert M. Hanson P.E. Date , SHEET: 43 DF:43 NNNNNE More i SEE DETAIL 1 THISSHEET SHELL ,--� i ► TACO TIME 511NH } 1 . L--CB TIPf 1 ` .: - Ar, ., . - .. :. .- • - Po„`� ,' � 1-.- E STATION C8 rrK 1 mY . a9e�s I I 9b.Y t I i e 391.97 11 I E 12, C E IT Y 39�i. E • .397.I1 IF !Y 6P • 1.11 FpP . - - I,.i i- .04.9�7 J I I OLY . 391.4 - 8- CP N Z. 7 y I x. WATER ' � _. _--_,� _ �F _ � - _ -. r••r� ti r r ZFO -�-`r - �� � � � � � - ! p �• T — '' I 1 0 — m 2 EX. 12" CIP TO BE ''-MANDMED IN -PLACE 30' {TYP.) I — — — — y G vp0 q ,�G _^�HE 4TH EET G IU '--Y--- TS _ �A FO FO d�C. .�_p _FO~�0 Lf —FO 0 FO CB I RIM = 4002i 1 r �� PARKING LDT _,iaYli Ix• M sx = .n:.7 WALGREEfVS raLL , 5a of lilu = .`•9957i :' CYP N1f : }pgA1 ' IE Its CPU, E - f IS• CYP $E = 56i.86 jJl BIf1 + 305.7 ` N IC tY C91. E = 34AID AIN • A1.10 335.%I8) BYt �i.72 1 IC 71' NP SE. = W..6W 1 1 PLAN f I 1 i SCALE IN FEET N I 0 20 40 11CWD WATER: AFTER RESSURE do PURITY TEST ACCEPTANCE dr MAIN FLUSHING CUT INTO EXIST. 12' CIP W/: 1-12' TRANS. CPLG. (DIxCIP, Rd) 1-12' OI SPOOL (LF AS RE4'D) 1•-16"x12" REDUCER (RJxFQ 1-16' GATE VALVE (FLSffl-) 1-16' 45' BENO FLxRJ) 1-16' DI SPOOL AS REQ'D) i 1-16' 45' BEND JvRJ) 10ONCRETE G ! \ 5 EX,VAULT , •-••. ; •. •y•_ N W qI R- I CA AqQ An qW -- v— -- — + � H ---- CAP 12' CIP W/ EJL 12" CIP i0 1-12' END CAP CPLG.. ABANDONED IN DETAIL 1 — SCAL:.NT 1 7VA RW • 39151 1386A7 NG1@29j 4 36- CKP S = 38}.79 1 E w [PEP E = -w 91 1 E 30' CPEP N CUTFU . 382.60 BW . 380.9 NOTE: ST7JCME . L ".. I379.33 PER RE0000. NOAx9 SA ] 4IIi1 A vkm rFWED 81 OXOMlC OATIN VFFB E310ES AM 1 CO"r"' CYELkS. no MEN mommomm, scm mommomm in molm oil m- -m-m-mmm MEMNON MEN Mir :.._..::_::::.::- ........::::::::::::::::::::: :::::: ::::::: :::....:::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::.- -;- - ::::: ::::::::::::::::::::::::::::::: 370 :::: ::::::.. ::::::... ::::::... ::: ::::::::: ::::::::. ::::::::: ::::::::: 1711 1+OQ CALL 48 HOURS BEFORE YOU DIG € 1-800-424-5555 R�TPH I LL Rath Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 31t Place, Suite 200 Bellevue, WA 98004 NO - REVISION mmm� R�ll•��v AS SHOYM CITY OF RENTON PlamVp/Buildinq/Puhlic Works Dept- �YOMc� Aproved For Construction sx[ IEYeLY P-h.. LI IM...— P C rl. - NOTE: SURVEY, UTILRY AS -BUILT INFORMATION, AND POTHOLES PROVIDED 9Y PARAMETRIX FOR ROTH HILL DESIGN. POTHOLE DATA 7f� UTILITY SIZE TOP ELEV. (ft) 1 F0 24' 391.41 2 FO 24' 396,17 2 W 12" 394.21 WATER DISTRICT NO. 90 APPROVW OONSmucn q 14 q DRAWNGS DATE: J gD KEY MAP 3/2/2012 NE 4TH WATER MAIN IMPROVEMENTS WATER PLAN ar.a }fyf 1 NE 4TH ST - STA 1+00 TO STA 5+50 1 -4 Ye';i. mot;" N• r-` .:±i ' .�4 .y. fml . m2m co nT 1_/ - - • b • :32 e: _ RIY • M61 IE rY wp E 3" 11 I '� ."." 01 . Nt% k 12' PEP w 389.10 •. _ . . . .4' LL .0 = A7323 ;W. N].,% 1E 4. CPC? N - 367XD85! E •.' :.IEP C VC:S 1 _ 1C 3920W E� j FOLK) SEE SHEET W3 1 ATE STRIC w = —� 394 W �k•- p • I N y447 �! - .. . J - S'! 'JCL ;I F Ilk I -71' � f r '�'Er -- .1 SAP WAY I I I F 122' lP w AI.. ..... F 12 CNCpP S 7., _ a F_ [x .•_fir rF . 397.37 ~- ----CAP 12" dP WIT` _ _�__ _1_-12 TD CAP CALG'^ -m .'CIP TO BE 149A ED IN PLACE .23 _ - 4 B. . -F PO - — -Fo- 19 LF-12" DI CLASS 53 RJ mE 1 sao uo� EX. 12" CIP TO BE RI e o• [P w ABANDONED IN PLACE 3 p� x .5' x ,.N - 3544, .. IV' E 384..44 2-16" 45' BENDS (RMJ) - G. 1-16"-QI SPOOL (RJ, LF A5 REQ'Q) c 2-1� 45' BENDS (FLxRJ) —._ NE 4TH STREET -�-__ - — DITY of RENTw WA' II I 1 I I ' I 1-3" AIR -VAC ASSY. I I I PER DETAIL W-16 I I 1 q ON SHEET W4 I I I J~ I e I I f 1 r _FO..— z" eEriDs (RJxRJ) _ KCWD t4 WA r D1 SPOOL (RJ) i AFTER PRESSURE & PURITY TEST AS REWD) ACCEPTANCE & MAIN FLUSHING, 9 CUT INTO EXIST. 12" CIP w/ 1-12" TRANS. CPLG. (DIxCIP, RJ)+Op "�rSP996 (Rdl �€-AS &FW�.�0 G 1,11MENE MENEM ME -Elm 0 11im CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 PLAN SCALE IN FEET N 0 20 40 NOTE: SURVEY, IITiUTY AS -BUILT INFORMATION, ANO POTHOLES PROVIDED BY PARAAIETRIx FOR ROTH HILL DESIGN. POTHOLE DATA UTILITY SIZE TOP ELEV. (ft) 3 w 12• 383.51 3 FO 10, 385.60 4 FO 24" 387-18 5 FO 15. 388.49 5A W 12" DID NOT FIND 5B W 12" 1 390.08 WATER DISTRICT NO. 90 Ar+vrep�o � ooNsrauc— 3/04/_1 L ORAWNf75: OA7£: J KEY MAP ROTFIHILL As SHOWN w a �, a 3,2,2D12 �� OCITY OF NE 4TH WATER MAIN IMPROVEMENTS ..��,� RENTOIV �"'"r" DATlJA7 P'vnning/6uildinqPublic Works Dept - Roth Hill. LLC Tel425.889-9448 w xolhhill.00m ISF � Approved For Cvnglruclion WATER PLAN � W2 ,.° 11130 NE 33rd PIa6e, Suite 200 Bellevue, WA 98004 NO. REVISION BY PATE APPR "•�•� J Y Rnhnr! Ai- H—on P.F- 1]oie NE 4TH 5T • 5TA 5+56 TO 5TA 16+00 2 '4 OTY OF RENTON WATER ' I w •.� • •' ti-., ,ji. °. _.=``.fc' ,y' "• `4 ... �:'�=.'f '�a:- •, •. •�� •. �•s' • - •, •,,NO CONNECTION SHALL BE MADE--_ PRIOR AUTHCRIZATION FROM , •� :� .. •r. iE : ,. •:, M1y a_ f "r.i . 'i-4' KWITHOUT 4•'' �AFTER - TIRE CI OESSREN O WD �- _ • ,!.:{ =•�•i', {••. . • :i • .- "; • ' • . '. - .. PRTY PURITY ACCEPTANCE & MAIN FLUSHING ".�r ' ,� •� CONNECT TO ExISTING 8' TEE W/ (FLxFL] PROPOSED P 11. 1-8" 25' VERTICAL BEND (FUxRJ) _ BLOCKEH SEEPROFILE -� r RIY = Sga. .r � :' CPZNW .39a ..�-'.: THIS ++ " J„• 1. 15' ASEMiEN ! � N 2-0" 4$' if'.r BENDS (RMZJ) .. , = CONCRETE BLOCKING D LF DI K2 ASS 52 •. ...... ......... ......... ... r _ III 0m 'II' IX 0 I 1 N . . . . . . . . . . . . . . . . . . . , , .0 MIN.. . . . . . . . . B2 LF-8" DI CLASS S2 COVER � _ I 1 I r / f 385 1 . . . . .... . . . . ' Y REMOVE I _SI I 385 TRES &ROOS G FCAS[HSF-8"D52 {RJ) }� i.- - - - .S2-8' 4W EENDS J) 7 LF-8Ol [1A55 52 (Rd) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _CONCRETE BLOCG 8DI CLASS . . . r> N I . 0 . . � r�o 1-811,25' VERBEND (RJxRJ] . . . . . . . . . . . . . . . . . . CONCRETE BLOC! MAI TAIN. . . . . . . . . . . . . . . . . . I M. R. SEPARATONW TER DISTRICT NO 99fl VE_18'mECASING W 84'380 gUMP STATION N❑ 1 END ALS �f f 17'(FYP.) ADAME I PT.FIdi�- - - - - - - - o 1-5 1/4- 1-61 GV MVO FH l Assn. I 1 1 l4 f f 1-8 EIIJNO FLANGE . . . . . . - - - - . . . . . . . . . . . . . . . . . IE I REMOVE FJL 1i' Cl CROSS i - . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . OONNECT TO EMSIIHG 12' GV W/ 1 I µp � n .�17.r7 .37.�7 -12'x8' REDUCER {FLdAJ) J INSTALL 3 LF-12" DI v! i - - - - - - - - - . . . . . . . . . . . . . . - - - • - - - - � ! - 1--12" TRANS. CPLG (DIxCI) t i 10+aa it I J CAP Ex. 12' Cl W/ k j 2-12' END CAP �PLGS. I l 1-8'x8' TEE FUEL) I -s• ADAPT. �FLIAIJ] - LgPI 111 1-Wx8 REDUCER {FLxFL) / REMOVE EX 12" Cl TEE & GV AND { .. {8' GV (FL�dIJ] ) - ... :+ I ' • - - CONNECT TO OaSTING 12' DI W/ I N ' a �..o -5 1 4" IAVO FTi PSSY. 2-12' D1 SLEEVES 4 LDCA 4' FROM FENCE ; -a. 3-12. 01 SPOOLS (I.F AS REO'D) I �'ii o>zIi 1-8" BLIND FLANGE - - - -2-45' BENDS (R AdtJ) a CONCRETE BLOC(1NG i 390 1 e i gg tF_g• 12" DI W/ CLASS 52 DI - f 1-12' END CAP CPLG. J�f IJ� \ I N CAP ti CI w/ . w _ \-y-- - _ �� E 2-,Y END CAP CPLGS.1=-- AFTER PRESS,IRE & PURITY TEST sy J _ yyT�7-j ACCEPTANCE & MAIN FLUSHING.._CONNECT TO DDS ING 16' DI W/ m _ PRESSURE & PURTY TEST -------1-1$'ADAPT. (FIA" 1 _ CONNECTCE &MAIN FLUSHING t LL a ; ...1-18"x12" s -d To BE IN PLACE •ice•---.�µ..- ---F- CLASS 53 -SEDQ�. M. _. _... -- Fn • . F - -- -- 2-12' . BENDS (n-%" l - — ---DEX - tAI DONE'O I LACJr EYT S- W..i w. ?C lele �— AB 7+00 NE 4TN STREET 10+20 10+40 10+60 .. — ..... FX 1C DI . 10+80 11+00 11+20 . ..f. ..... ........ "o? °��o' EXISTINGGFADE ,O DRIVEWAY,CA �. . . . . . . . . . . . . 390 . a w IN ] COVER . . . . . . . . . . 385 IA N - - : 1. Di Ck.ASs �.—._.. ..... : - - - - - - - . . . EXAG' DI . 11+40 11+60 NOTE: SURVEY, UTILITY AS -BUILT INFORMATION, AND POTHOLES PROVIDED BY PARAMET'RIx FOR RCTH HILL DESIGN. 390 WATER DISTRICT NO. 90 APPR01iED OR�AWWS,nX DATE: 9 S6L FO _..- 3801 ... 380 . 38Ei-----....... :.... 100+00 100+20 100+40 100+60 100+00 100+20 100+40 100+60 5.53 PROFILE "L" PROFILE "R" A 16" ❑1 CLASS 53 (RJ) 12" DI CLASS 53 (RJ) NN F� H 9' LEFT OF DRIVEWAY CL N RIGHT OF DRIVEWAY CL -J L 4TH sT KEY MAP CALL 48 HOURS a SAS SHOWN °" " "' NE 4TF3 WATER MAIN IMPROVEMENTS /2/213l2 BEFORE YOU DIG FH LL RIEN TON 1 -[JR I -A 7 4-�C�C l pA7LIM PlcnaZ/$uildinPublic Works Dept- KJV V 424 J 5 Roth Hill, TLC Tekd25-889.9RR8 www.rothhill.corn LSF "^�>�_ Approved �or Constructlo. PUMP STATION WATER CONNECTION W3 11130 NE 33rd Piece, Sulto 200 Bellevue, WA 913004 NO, REVISION BY DATE APPR . Robert M. Hanson P.E- Oole ""`• 3 '4 B' ADAPT. (FL X MJ) 9" k 4' TEE (FL x FL) gi, CONCRETE METER BOX. V FOGTITE NO, J2GS WITH HINGED, BUD. FLG. THRUST BLOCK SPRING LOADED LATCH IN LID, OR (TYP) EQUAL. COVER TO BE REINFORCED (SEE DETAIL) FOR H-20 LOADWC & MARKED "8LOWOFF" PLACE BRICKS BETWEEN - - THAUST BLOCK & BLD- FLG. PLAN 4" PVC THREADED PLUG w/ 2' SQ. NUT THREADED FLG. 16-/ 24" CAST IRON VALVE BOX p py 16-2A- 4" ADAPTOR (FL x MJ) 3" RISER SHACKLE RODS (TYP) 4" 90' BEND (MJ x MJ) 4' Q.i.P, S'x 4" TEE (FL x FL) SHACKLE RODS 4' G.V. (FL x MJ) W/ 2" SO. OPERATING NUT ELEVATION NOTES', 1, LOCATE BLOW -OFF AS CLOSE AS POSSIBLE TO MAIN, OR AS DIRECTED BY DISTRICT. 2. SHACKLE RODS TWO EA. 3/4- CALV, STEEL TIE RODS WITH ONE HEAVY COAT OF COAL TAR PRESERVATIVE ON TIE RODS. NUTS AND BOLTS AFTER INSTALLATION OR MEGA -LUGS. 3. MARKING POST NOT NEEDED- 4" BLOW OFF ASSEMBLY FOR 8" w 8L LARGER MAINS -IN PAVING a- NTS G CALL 48 HOURS BEFORE YOU DIG F 1-800-424-5555 a HORIZONTAL BEND VALVE ANCHOR PLUGGED T J L 4A" TEE OFFSET PLUGGED CR 2-7"BARS 77-7 VERTICAL BEND ALTERNATE PLUGGED CR VERTICAL SEND i STEEL SHIM PLATE NOTES: 'r 1, ALL CONCRETE FOR SLOCKING SHALL BE FIVE (5) SACK MIX, 2- ALL BLOCKING SHALL BE POURED AGAINST --BLANK PLUG FIRM, UNDISTURBED EARTH, PLUGGE❑ END FOR 3- BLOCKING AGAINST FILL MATERIAL, OISTURBEO OR POOR SOILS SHALL BE DESIGNED BY FUTURE EXPANSION DISTRICT ENGINEER. w CONCRETE BLOCKING DETAIL NTS F'riLL Ruth Hill, LLC Tel 425.869.9448 www-rothhill.com 11130 NE 33rd Plaoa, Suite 200 Bellevue, WA 98004 N❑ REVISION ff., )SS T �� xoum a� rra sxr¢ �,r- x usT wce vu>E Fa" x cm a xcn*w, xr raa o.a mne�w.euou ERGLASS 20/20 MESH SCREEN SCH. 40 GALV- PIPE UNION .•. WO' XM ca t auxrq aou[ FIRE HYDRANT ASSEMBLY RESIDENTIAL VERTICAUROLLED CURB oonni. v xwuc _ —1 1 f I R yyE i / I f ij°• .o� g 'vceT4. I7. II 1 x.'. nIRu,C4 cac ew arrfsceow f,n Xn.rxT I r.,r w maea�r :rsc e.an FIRE HYDRANT ASSEMBLY PLAN VIEW FIRE HYDRANT ASSEMBLY GRAVEL SHOULDER AE t!'4i. A.W daax Ww[o 5 NxaW X,9lwl w emusi x i �waAam ,nr,¢.r¢5sw�w�W�O„iL p III ROct aq-uµ ADO, r ,p FIRE HYDRANT IN CUT FIRE HYDRANT IN FILL FIRE HYDRANT LOCATION CUT OR FILL w FIRE HYDRANT ASSEMBLY 4 NTS _ _-I_bimm FILL W/r VERMICULITE FOR INSULATION i 3- COMBINATION AIR VALVE APCO MODEL 147C OR APPROVED EQUAL CONCRETE METER 8OX FOCTITE NO. 3 OR EWAL •/ STEEL DIAMOM PLATE DD 22i x 33i LO. MIN. USE TWO 15' DEEP SECTIONS, MIN. SET TOP OF 807E FLUSH W1 GRADE. PLUG AND COUPLING 4' THICX CONC. OR ASPHALT PAD 2• AROUND BD% & VALVE BOY FINISH GRADE t a'x 24• cAsr IRON VALVE BOX O 3' MAY a N a O 3' BRASS cg PIPE _ SVANG JONT 3 SOLID 90NCRETE--/ BEARING BLOCK REDUCER 4'R 8'x 16' 2• GIX P- STOP. FORD F85W. 2- 3" GATE VALVE w/ 2 IPT BOTH ENDS SOUARE OPERATING NUT MD2, I. PIPE AND FITTINGS FROM MAN - - TO GATE VALVE SHALL RE BRASS CONFORMING TO AW'RA CAD0. ALL OTHER PIPE AND FITTINGS TO BE 3' SOH, 40 GALVANIZED STEEL DOUBLE STRAP SADDLE UNLESS OTHERWISE NOTED• TAR ROMAC 202% 2' LPT COATING RECURRED BETWEEN MAIN WATERMAINS & BOX FOR AIR VAC. 10" & LARGER 2. ALL ABOVE GROUND CALV. TO BE PAINTED FARYE$T PAINT CASE YELLOW PNf x3472, TWO COATS- 3- SIWNG JOINTS SHALL BE DOUBLE STREET ELBOWS OR 2 9(Y BENDS do NIPPLES_ w 3" AIRNAC VALVE ASSEMBLY 16 NTS ' : gym' AM CITY OF AS SHOWN 7K RENTON D,gTUM Planning/Building/Public Works Dept. Approved For Construction WATER DISTRICT NO. 90 APPROVED CONSTRIICTI DRAW. JDATE' q ' NE 4TH WATER MAIN IMPROVEMENTS WATER DETAILS 3/2/2D32 MifL'm