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HomeMy WebLinkAboutSWP273218(7) ch C9 EL CITY OF RENTON a a SW 27TH ST. / STRANDER BOULEVARD CONNECTION - PHASE 1, SEGMENT 1 Z z O W co � L1J n. REVIEWED FOR COMPLIANCE m TO CITY STANDARDS: w DRAWING INDEX Z XX SHEET NO. DWG NO. DESCRIPTION `9 x TRANSPORTATION SYSTEMS DIRECTOR DATE 1 G1 TITLE, DRAWING INDEX, AND VICINITY MAP sw U) 2 G2 LEGEND AND ABBREVIATIONS � MAINTENANCE SERVICES DIRECTOR DATE 3 RS1 TYPICAL ROADWAY SECTIONS _ 4 AP1 SURVEY AND ALIGNMENT CONTROL PLAN ' Sw 16TH Sr PLAN REVIEW DATE 5-7 EC1-EC3 SITE PREPARATION, EROSION AND SEDIMENT 'CONTROL PLAN UTILITY SYSTEMS DIRECTOR DATE TUKwIu PROJECT SITE PNWY ..-. . 8-11 PG1-PG4 PAVING AND GRADING PLAN L0"`�RES 12 MD1 MISCELLANEOUS DETAILS I FIRE MARSHALL DATE 13-16 DUI-DU4 DRAINAGE PLAN STRANDER RLA) _-�- 167 17 DP1 STORM DRAIN CROSSING _}_- sw 27TH sr 18 DD1 WATER QUALITY VAULT DETAIL - TI 19 oD2 DETENTION VAULT DETAIL S a - RECOMMENDED FOR APPROVAL: 20-23 Wl-W4 UTILITY PLAN f}} 1 !�. SW-14TM ST 24-25 CH1-CH3 CHANNELIZATION, SIGNING, AND ILLUMINATION DATE 26 SG1 ROUND LOOP DETAIL �` � I lel 27-29 LP1-LP3 PLANTING PLAN *1sr ST DATE 30 LP4 PLANTING SCHEDULE, NOTES ABBREVIATIONS AND LEGEND '� s ismST sw sago sr 31 LP5 PLANTING DETAILS (S laam S) DATE ,.� 32-34 IR1-IR3 IRRIGATION PLAN DATE 35 IR4 IRRIGATION SCHEDULE, NOTES DETAIL AND LEGENDI.- 16t DATE 36-37 IR5-IR6 IRRIGATION DETAILS 38 SDI TRACT D DRAINAGE CONTROL PLAN 39 SD2 TRACT D CROSS SECTIONS 40 SD3 TRACT D DETAILS VICINITY MAP 41-42 LD1-LD2 TRACT D IRRIGATION PLAN NOT TO SCALE 43-44 LD3-LD4 TRACT D PLANTING PLAN 45 LD5 TRACT D IRRIGATION DETAILS 46 LD6 TRACT D PLANTING AND CONSTRUCTION i DETAILS 90%REVIEW ►ate °�"""" d_© CITY OF CITY OF RENTON 4-t!t-a6 CHECK NOT FOR Perteet r: ap REN TON SW 27TH ST./STRANDER BLVD.CONNECTION """rw PHASE 1,SEGMENT 1 CONSTRUCTION E' i.p-e,�.� DATUM Plonning/Building/Public Works Dept.NO. REVISION e r1Y DATE APPR '°"^ter TITLE,DRAWING INDEX,AND VICINITY MAP l A-NNNNAA SURVEY SYMBOLS WATER SYMBOLS SIGNALIZATION SYMBOLS LINETYPES SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL LINETYPE DESCRIPTION LINETYPE DESCRIPTION (n THEOR./ FOUND/ EXIST. PROP. SURFACE FEATURES: IZ EXIST. PROP. ] 7 CAP/PLUG EXIST. PROP. DESCRIPTION (EXISTING) UTILITIES BUILDING LINE (EXISTING) TV CABLE TELEVISION (AERIAL) CL n A ANGLE POINT • GUARD POST AERIAL DISCONNECT CURB/PAVEMENT/SIDEWALK (EXISTING) DIV CABLE TELEVISION (BURIED) d + + BENCH MARK ► REDUCER - -�- AERIAL TERMINAL COMPARTMENT CURB/PAVEMENT/SIDEWALK (PROPOSED) FM FORCE MAIN o • BLOCK CORNER o THRUST BLOCK X X FENCE (EXISTING) D GAS ® O MONUMENT (IN CASE) EB 0 WATER METER ❑ ❑ DIPOLE DETECTOR X X FENCE (PROPOSED) P POWER (AERIAL) • ® i MONUMENT (SURFACE) FIRE HYDRANTS: eP POWER (BURIED) SURVEY: R ;� 2-NOZZLE QUADRAPOLE DETECTOR ss SANITARY SEWER SECTION DATA - CENTERLINE (PROPOSED) 3-NOZZLE so STORM DRAINAGE m Z SECTION CENTER JOINTS: —————————— RIGHT-OF-WAY (EXISTING) Y TELEPHONE(AERIAL) ROUND LOOP DETECTOR RIGHT-OF-WAY PROPOSED O 1 1 FLANGE/BLIND FL O (PROPOSED) BT TELEPHONE(BURIED) PROPERTY LINE (EXISTING) UTILITY SERVICE LINE GENERAL SECTION CORNER L E MECHANICAL '' .- (GENERAL) W Z ,,�N�11 PEDESTRIAN DETECTOR -- -- PROPERTY LINE PROPOSED C C PUSH-ON/HUB ED— � ( ) w WATER of LU VALVES: / LIMIT OF FULL DEPTH PAVEMENT o_ sic SIGNAL CONDUIT Ec WIRE X f �•O� QUARTER CORNER �,¢ INDICATOR LIGHT ----- AIR RELIEF ILL ILLUMINATION COUNDUR k WIRE — PROPOSED EASEMENT LLI ® ® SOIL BORING T I BLOW—OFFS OPTICOM SENSOR (PROPOSED) UTILITIES � W JN BUTTERFLY t + .� PROPOSED CEMENT CONCRETE T' CABLE TELEVISION (AERIAL) SIDEWALK J D4 N GATE/GENERAL OPTICOM SENSOR W/ aw CABLE TELEVISION (BURIED) m INDICATOR LIGHTS PLANING Fe FIBER OPTIC (BURIED) Ir FORCE MAIN w FLASHING WARING SYSTEM Q c GAS Q ® m ® 0 0 JUNCTION BOXES (TYPE I, II, IIQ U PAVER DRAIN P POWER (AMA) CC PEDESTRIAN PUSHBUTTON 9P POWER (BURIED) � SURFACE FEATURES/ GAS/POWER/ POST W/ PUSHBUTTON ss SANITARY SEWER LANDSCAPING TELEPHONE SYMBOLS --� PEDESTRIAN SIGNAL HEAD So STORM DRAINAGE T TELEPHONE (AERIAL) SYMBOL DESCRIPTION SYMBOL DESCRIPTION O SIGNAL POLE NOTE UT TELEPHONE (BURIED) UTILITY SERVICE LINE (GENERAL) pq$T, PROP. EXIST. PROP. �_ � R/R CROSSING GATE w WATER ® O GAS METER o MAIL BOX M OT GAS VALVE `>�� R/R CROSSING SIGNAL ABBREVIATIONS U UNDERORAIN ! RIP RAP 0 Q PAD MOUNTED ® m SIGNAL CONTROLLER AP ANGLE POINT LF LINEAL FOOT/FEET TRANSFORMER APPROX APPROXIMATELY LS LUMP SUM CID03 cwi ROCKERY © © POWER VAULT ® ® SIGNAL LOAD CENTER ASPH ASPHALT LT LEFT AVE AVENUE MAX MAXIMUM (� SHRUB -o UTILITY POLE ae �J'C STREET LIGHT ASSEMBLY BM BENCH MARK MH MANHOLE o�O TRAFFIC SIGN-BRIDGE BOS BACK OF SIDEWALK MIC MONUMENT IN CASE BOT BOTTOM MIN MINIMUM ANCHOR i SIGN E— NCHOTILITY POLE CALC CALCULATED MJ MECHANICAL JOINT FITTING AR A— TRAFFIC SIGN-CANTILEVERED CB CATCH BASIN MON MONUMENT TREE (Conifer) e ■ TELEPHONE CIFCUBIC FEET MUTUTCO MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES RISER TRAFFIC SIGN-SINGLE POST C/L, CL, CENTERLINE N NORTH O O TREE (Deciduous) a �7 EJ TELEPHONE CMP CORRUGATED METAL PIPE NA NOT APPLICABLE VAULT CMU CONCRETE MASONRY UNIT NO. NUMBER e v'v TRAFFIC SIGN-DOUBLE POST GONG CONCRETE NTS NOT TO SCALE m RETAINING WALL CONST CONSTRUCT PC POINT OF CURVE �1 TRAFFIC SIGNAL POLE CDR CITY OF RENTON PCCP PORTLAND CEMENT CONC. PAVEMENT LI FLAG POLE Cy CUBIC YARD PE PLAIN END-PIPE 3 DI DUCTILE IRON PSE PUGET SOUND ENERGY COD IMPACT ATTENUATOR u TRAFFIC SIGNAL POLE {— W/ LUMINAIRE DN DIAMETER PT POINT OF TANGENT DWG DRAWING PVC POLYVINYL CHLORIDE/ d CHANNELIZATION O TRAFFIC SIGNAL E EAST. VERTICAL- DISTANCE POINT OF VERTICAL CURVE SUPPORT POLE BETWEEN PVI AND ROAD SURFACE PIA POINT OF VERTICAL INTERSECTION SANITARY/STORM SYMBOLS EA EACH PVMT ENT VEHICLE SIGNAL HEAD EL, ELEV ELEVATION PVT POINT M OF VERTICAL TANGENT SYMBOL DESCRIPTION EST. ESTIMATE EXIST. PROP. VEHICLE SIGNAL HEAD R RADIUS SEWER SYMBOLS IX, EXIST EXISTING RT RIGHT SYMBOL DESCRIPTION W/ ARROW INDICATOR FH FIRE HYDRANT R/W, ROW RIGHT OF WAY (Q (1�, HANDICAP SYMBOL FL FLANGED FITTING S SOUTH E)aST. PROP. WIRE NOTE FRBSF FEDERAL RESERVE BANK OF SAN FRANCISCO SO STORM DRAIN n LANE CONTROL ARROWS: FT FEET/FOOT SEW STRUCTURAL EARTH WALL o • SAN. SEWER CLEAN OUT 11 STRAIGHT ARROW STAINLESS STEEL FLUSH MOUNTED G GAS LINE SHT SHEET IIII ® GE GRATE ELEVATION SP SPECIAL. PROVISION JUNCTION BOX GV GAS VALVE O SS SANITARY SEE SAN. SEWER MANHOLE HR HOUR SPEC SPECIFICATION SNITAR = LEFT TURN ARROW HORIZ HORIZONTAL SEWER IE INVERT ELEVATION ST STREET ❑ ■ STORM DRAIN CATCH BASIN TYPE I/INLET STA STATION IN INCH/INCHES yip STANDARD >; //✓ RIGHT TURN ARROW S/W SIDEWALK — STORM DRAIN CULVERT 11 SY SQUARE YARD n AAIR TESC TEMPORARY EROSION SEDIMENTATION CONTROL ® ® STORM DRAIN CATCH BASIN TYPE It TOC TOP OF CURB ��iIJI LEFT—STRAIGHT ARROW TOW TOP OF WALL S TYP TYPICAL E THRUST BLOCK UNO UNLESS NOTED OTHERWISE I t* II VERT VERTICAL W RIGHT-STRAIGHT ARROW WEST, WATER LINE, WITH DATUM NORTH ARROW WSpoT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION L WO WATER QUALITY 90% REVIEW S NONE CITY OF o CITY OF RENTON 4-111-05 ,..�,,) : CHECK PRINT Perteet K. � RENTON SW 27TH ST./STRANDER BLVD.CONNECTION NOTFOR p "" MIS PHASE 1,SEGMENT 1 .nzsz.»ooi,aoo-e,s-ceoo �� DATUM _ 2 CONSTRl1CTION a 1caev�� .s a.voo Planning/Building/Public Works Dept. Z EwM'npton 98�0' NO. REVISION BY DATE APPR � m"'�"` tg LEGEND AND ABBREVIATIONS A -NNNNAA CONSTRUCTION CL R/W R/W R/W a I 45' 45' 42' 3' 1' 6' 6' 30' 30' 6' 12' 1' I M Z PROFILE GRADE i O do PIVOT POINT w 1Z ` 2X_ � _VARIES! VARIES- 2X_ 2%_ '5', a w 5• X �7 w 8 2 Q 1 2 3 3 1 —j 10 6 10 m 4 m 5 TYPICAL ROADWAY SECTION A 7 w N.T.S. 0 SW 27TH ST STA 24+50.00 TO STA 28+81.10 Q SW 27TH ST STA 35+93.00 TO STA 38+74.00 < -CROSS SLOPE VARIES, SEE SUPER ELEVATION DIAGRAM CONSTRUCTION NOTES DWG NO. PG1—PG4 Oi CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER CITY NOTES: TYPICAL SECTION EXCLUDES INTERSECTIONS. SEE OF RENTON STD. PLAN OWG. FO1 AND F01A. PAVING AND GRADING PLANS FOR INTERSECTION LOCATIONS. O CONSTRUCT PLANTER STRIP, PER DETAIL C, DRAWING NO. LP5. O0.33' HMA CL 1/2- PG 58-22. O4 0.70' HMA CL 1" PG 58-22. OS 0.33' CRUSHED SURFACING BASE COURSE. O0.25' CRUSHED SURFACING TOP COURSE D GRAVEL BORROW OR COMPACTED SUBGRADE. O8 0.33' CEMENT CONCRETE SIDEWALK, PER CITY OF RENTON STD. PLAN DWG. NO. F03. OCONSTRUCT MEDIAN PLANTING BED, PER DETAIL OWG. NO. LP5. 10 0.86' CRUSHED SURFACING BASE COURSE r• CONSTRUCTION I R/W I R/W R/W I 4 45' 1 45' 42' 3• I 1' 6' 6' 30' i 30' 6' 12' 1' 6' 6' 2X 2X I VARIES*_ f 2X_ 2% _VARIES-— —————— 8 1 2 3 2 1 10 9 10 10 6 3 7 10 PROFILE GRADE h PIVOT POINT 4 a 5 TYPICAL ROADWAY SECTION B N.T.S. SW 27TH ST STA 28+81.10 TO STA 35+93.00 C -GROSS SLOPE VARIES, SEE p SUPER ELEVATION DIAGRAM DWG NO. PG7—PG4 NOTES:TYPICAL SECTION EXCLUDES INTERSECTIONS. SEE 8 PAVING AND GRADING PLANS FOR INTERSECTION LOCATIONS. 4 90% REVIEW@ NONE .~' ., CITY OF RENTON �4-11—os CHECK PRINT Q CITY OF SW 27TH ST./STRANDER BLVD.CONNECTION Perteet,K RENTON NOT FOR """ PHASE 1,SEGMENT 1 1zszsz-nooriaooais-eca =i DATUM pp CONSTRUCTION zrozcwo,e..�.,asm.sm Planning/Building/Public Works Dept �1\S� NO. REVISION BY DATE APPR TYPICAL ROADWAY SECTIONS z A -NNNNAA SEC. 25, T. 23 N., R. 4 E., W.M. cb I I Q.. 1 I o- I 1 I W I S.W. 27TH ST. STA 25+36.06 P.O.C.= 1; I )00( STA 132+00.00 cn 26+55. 4 IRV; 568-05-02 19+34. Z STRANDER BLVD. STA 10+D0.00= 153.79 LT 568-04-04 a W. VALLEY HWY. STA 1124-00.00 1 37 128.28 LT wj1Z 32 �I I J N 81*10'02" E 568-07-01 I 568-D9-� I 568-04-03 10 m 568-10-03 568-08-03 14+28.92. 16.44L1 Ir 31 1 11+44.17 8.52 LT 29 26.44 LT o 36 18.42 RT 30 - _ STRANDER BLVD. 20 S.W. 27TH I ST_ ZQ 1 - N W57'54" E 1 g O U) i/ ' 568O-04 + 54 I Ig 568-10-01 22 1 I '� + TUKMA RENTON CITY LIMITS g +o I STA 18+64.71 39 568-10-05 1 _ O STA 10+00 I 93 CENTERLINE S.W.I 90 O ,.\ S.W. 27TH ST. STA 38+99.80= 6s I st y�x OAKESOALE AVE. S.W. STA 152+00.00 1 I � I 41 65 568-07-02 I 568-10-07 38+42.77 28 33.06 LT 29+63. 7 \ O I 29+63.07 -� 336.18 RT �\ �- 3s ALIGNMENT CONTROL - STRANDER BLVD. CONST. CL - _ 568-04-01 Q POINT STATION NORTHING EASTING BEARING DISTANCE S 89 2s'OS" E z3 88 10+00.D0 169839.21 1291487.05 568-10-02 38+99.55 50.49 4.95 RT I 89 10+50.49 169846.97 1291536.95 PC PRIMARY CONTROL POINTS 54 RADIUS: 169857.46 1291604.50 PI I 1003.00 Q POINT STATION OFFSET NORTHING EASTING ELEVATION BOOK-PAGE-NO DESCRIPTION TANGENT: 68.36 95 STA 38+99.60 1 169260.77 1297835.32 17.26 568-06-03 MON IN CASE DELTA T47'52" O CONST.CL 2 169265.46 1296518.16 21.96 568-06-01 MON IN CASE LENGTH: 136.51 ANGLE POINT I 5 170D03.30 1297860.22 18.88 568-06-04 BRASS DISC IN ASPHALT 90 1 11+87.00 169858.70 1291672.84 PT 94 7 169290.85 1295523.57 20.70 568-07-04 REBAR CAP IN GRASS 1343.226 PROJECT CONTROL: 8 169389.96 1295026.01 20.13 568-07-03 BRASS DISC IN ASPHALT 91 25+30.226 169882.96 1293015.85 PC VERTICAL: 3 9 169402.24 129414-4.49 19.64 568-07-02 BRASS DISC IN SIDEWALK 27+42.39 169886.79 1293227.99 PI PROJECT BENCH MARK: (n 10 169970.11 1294209.33 21.69 568-04-03 BRASS DISC IN ASPHALT 62 RADIUS: 448.00 - CITY OF RENTON POINT 1914. CGS BRASS DISC "SS249 I 12 170G04.48 1296506.68 22.17 1 568-06-02 ALUMINUM DISC IN SIDEWALK TANGENT: 212.17 - RESET 1984" IN NORTHWEST CORNER OF CONCRETE - W 17 169268.29 1295963.17 568-08-09 MON IN CASE DELTA: 50'40'59" FOUNDATION FOR STEEL TRANSMISSION TOWER IN NORTHWESTCORNER OF LONGACRES SITE Q to 18 169269.37 1295760.11 568-09-01 MON IN CASE LENGTH: 396.30 ELEV= 22.303 FT (NAVD 88) 19 169311.14 1295561.52 568-09-02 MON IN CASE 92 29+26.52 169725.11 1293365.36 PT ALL CONTROL POINT ELEVATIONS ESTABLISHED BY DIGITAL 20 169327.99 1295451.26 568-09-03 MON IN CASE 258.91 DIFFERENTIAL LEVELS. Q Io 21 169330.22 1 1295399.27 568-09-04 MON IN CASE 93 31+85.43 169527.80 1293533.00 PC N Z HORIZONTAL 22 169776.21 1294209.84 568-10-01 MON IN CASE 33+87.17 169374.06 1293663.62 PI HORIZONTAL CONTROL IS BASED ON THE WASHINGTON W 23 38+99,25 4.95' RT 169363.65 1294200.88 568-10-02 MON IN CASE 65 RADIUS: 442.00 STATE PLANE COORDINATE SYSTEM, NORTH ZONE Y 24 168670.93 1294185.81 568-09-05 MON IN CASE TANGENT: 201.74 (1983/91, US SURVEY FEET). THE SCALE FACTOR IN Q 28 169479.58 1293132.83 25.65 568-05-01 ALUMINUM DISC IN ASPHALT DELTA 49'03'58" THIS REGION IS VERY CLOSE TO 1 AND WOULD 13E O NEARLY NEGLIGABLE OVER THE LENGTH OF THIS 29 18+59.61 26.44' LT 169897.28 1292344.87 31.59 568-09-09 REBAR CAP IN GRASS LENGTH: 378.51 PROJECT, SO NO SCALE FACTOR WAS APPLIED. ALL 30 - 169871.59 1291914.57 32.18 568-07-01 REBAR CAP IN GRAVEL 94 35+63.94 169372.01 1293865-35 PT COORDINATES GIVEN ARE STATE PLANE COORDINATES. 31 169900.16 1291425.37 29.48 568-10-03 BRASS DISC IN SIDEWALK 335.65 1 32 26+55.4-4 128.28' LT 169992.70 1293173.15 21.69 568-04-04 BRASS DISC IN ASPHALT 95 38+99.60 169368.60 1294200.98 DEFLECTION: 1'00'33" (RIGHT) 35 169401.58 1291763-51 27.04 568-04-01 BRASS DISC IN ASPHALT 36 169838.63 1291631-17 1 27.60 1 568-08-03 RR SPIKE IN ASPHALT SCALE 37 19+34.40 153.79' LT 170025.96 1292417.35 22.41 568-05-02 BRASS DISC IN ASPHALT 38 8+99.86 0.00' RT 169820.87 1291388.56 568-10-04 BRASS DISC IN ASPHALT THE CONSTRUCTION CENTERLINE IS 3 FEET NORTHERLY OF THE RIGHT-Of-WAY 568-09-OS 24 4 39 6+36.09 0.00' RT 169725.66 1291144.87 568-10-05 BRASS DISC IN ASPHALT CENTERLINE. 100 50 0 FEET 100 200 41 169517.12 1291537.27 568-10-07 MON IN CASE 90% REVIEW NONE "' :'s CITY OF CITY OF RENTON 4-11-05 CHECK PRINT Perteet °JN �� R EN TON SW 27TH ST./STRANDER BLVD.CONNECTION NOT FOR ® °" pus PHASE 1,SEGMENT 1 I CONSTRUCTION .n-zsanooi ieooau-esoo =.� DATUM LAP1 Planning/Building/Public Works Oept. Ewntl.Waw.qoi 9l101 NO. REVISION BY DATE APPR SURVEY AND ALIGNMENT CONTROL PLAN A -NNNNAA SEC. 25, T. 23 N., R. 4 E., W.M. CONSTRUCTION NOTES (D REMOVE EXISTING TREE. Cn O EXISTING TREE TO REMAIN, f1 pQ SS O REMOVE CONCRETE BLOCK. d O4 INLET PROTECTION. d . OR SS O REMOVE POST. O6 REMOVE FENCE AND POST. pQ O7 SAWCUT. CLEARING AND GRUBBING LIMITS. L� O Q 9 O9 TEMPORARY SILT FENCE. PER WSDOT STD. QZ SS 8 PLAN 1-4. _ 0 Q 10 TO BE REMOVED OR RELOCATED BY w U) �} OQ OTHERS. a Z '( FILL FILL- FlLL FILL W �+�\ / -Flu FILL x \ OQ FILL _ �. FI W / / \ B DQ 5 / \\\ 27+00 S 27TH ST. 21.5 � O SS /� �- 28+00 0 k00 \ 0 —7---------- p FILL FILL ���___ X / —� FILL Ilk( 0.00 3 9 z ° e e. 2 2°5 \ Q) P g LEGEND 4 ,c$ REMOVE EXISTING ASPHALT R'As�s I�'k�r CONCRETE PAVEMENT y \ REMOVE EXISTING CEMENT CONCRETE > k m INLET PROTECTION SILT FENCE SCALE FILL FILL LINE 20 0 20 40 3 FEET k 90% REVIEW S " ' "' CITY OF CITY OFRENTON4—IT-0s CHECK PRINT Perteet K _.. '• RENTON SW 27TH ST./STRANDER BLVD.CONNECTION NOT FOR ao„�oo°,5-0�00 �MR PHASE 1,SEGMENT 1 1 I DATUM CONSTRUCTION — Planning/Building/Public Works Dept. STA 24+50 TO STA 30+00 EC1 NO. REVISION BY DATE APPR r SITE PREPARATION,EROSION&SEDIMENT CONTROL PLAN A -NNNNAA SEC. 25, T. 23 N., R. 4 E., W.M. CONSTRUCTION NOTES O1 REMOVE EXISTING TREE. � O EXISTING TREE TO REMAIN. a O REMOVE CONCRETE BLOCK. d d O4 INLET PROTECTION. OS REMOVE POST. 6O REMOVE FENCE AND POST. SAWCUT. o O8 CLEARING AND GRUBBING LIMITS. w. z \ \ O9 TEMPORARY SILT FENCE, PER WSDOT SID. \ PLAN 1-4. O \ 4 \/ TO BE REMOVED OR RELOCATED BY ui Z OTHERS. 0 U.I ti / a \ 4 a. X do \ O \��� a -- \ \ z W0 IV m R/j \\ f y /\ \\ \\ % ' �� W O �� \ B \ \ r O — s k NO o M AJ Z 1 \ �� \\ O O \\ n r\ lbJ00 ! Y 11 Co .31+00 27N FILL � ` . bO .M# v�.._ .N. .. :.-.m e ,.. i•'. .... .Lys � w r P 10 - o FILL /// FILL i 7 OR i i tip' h / ry4 �Mh e 35� LEGEND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT REMOVE EXISTING CEMENT CONCRETE S m INLET PROTECTION SCALE E SILT FENCE X 20 0 20 40 FILL FILL LINE FEET 90% REVIEW@ 1.-20. CITY OF RENTON �4-11-05 CHECK PRINT � CITY OF SW 27TH ST./STRANDER BLVD.CONNECTION NOT FOR Perteet. .�. �„ RENTON PHASE 1,SEGMENT 1 25-252 >00 1 00-8158900 DATIfM CONSTRUCTION Planning/Building/Public Works Dept. STA 30+00 TO STA 35+50 EC2 E«....w,w—BB2p1 NO. REVISION BY DATE APPR ^^""•� ""`i"�"�� 'a" �• SITE PREPARATION,EROSION&SEDIMENT CONTROL PLAN A-NNNNAA SEC. 25, T. 23 N., R. 4 E., W.M. CONSTRUCTION NOTES Oi REMOVE EXISTING TREE. OZ EXISTING TREE TO REMAIN. Cn O3 REMOVE CONCRETE BLOCK. 4 INLET PROTECTION. OS REMOVE POST. O6 REMOVE GATE AND POST. O7 SAWCUT. i( I I I I OB CLEARING AND GRUBBING LIMITS. TEMPORARY SILT FENCE, PER WSDOT STD. PLAN a O ' _ _ I I ' I e 10 TO BE OR RELOCATED BY � OTHERS. z $ i Cf / 11 REMOVE EXISTING CROSSWALK MARKINGS. a LLI ' p f n WABANDON EXISTING STORM DRAIN PIPE �I1R�Z I I ,iERSEr I m I ' l / 13 REMOVE AND SALVAGE EXISTING HYDRANT. 0 J I I I I BARRIER 1__J L---_—__J W ' I / t 4 3 (p) $ k' N I , WE 278 w El F (4) 3 9 3 - S $ 4 V) i W e ❑ 3 3 tY •� t0 I n SD , WE cc - W 5 < FILL (n �._..�...<� �� "���+.•�.�_�-— '� �� � 0 �I'�•� � � FILL ———— Q LO IJ I �a t • 4 Q v SS 00 1, . , 2r' $. ADO m ss I— Z ,xd w �� �� _ � - 41 q zzw�OP u �� _ t r �'� ; vi - -o (.1.I .. .." ...' '' _ r _ 11 OP 0 OP OP Lu OP 4' •C V' N T G G� G G G �` —' BT----�BT ,0 �— — LL f� Flu - 10 10 ` ) 11 4 7 OLL 3 (6) o m FILL •,t g \ B I WETLAND 270 10 Io p0 Q AND 27A `90 I WETLAND 27A rn I l o f o I 3 LEGEND q 1 I r f REMOVE EXISTING ASPHALT CONCRETE PAVEMENT REMOVE EXISTING CEMENT CONCRETE m INLET PROTECTION SCALE E y� SILT FENCE s 20 0 20 40 FILL FILL LINE FEET 8 o �"K"-e°: «, CITY OF RENTON �h11—OS 9o/ottEviEw ,--�o• � ,� CITY OF CHECK PRINT °P -� REN TON SW 27TH ST./STRANDER BLVD.CONNECTION NOT FOR Perteet IK rr� _ PHASE 1,SEGMENT 1 ��sasxa�oo I iaoae�ssero (t� CONSTRUCTION nn>c.q.A..,...,s..,voo f� Planning/Building/Public Works Dept. STA35+5OTOSTA4I+OO —EC3 u NO. REVISION BY DATE APPR - �^ ' SITE PREPARATION,EROSION&SEDIMENT CONTROL PLAN A-NNNN A SEC. 25, T. 23 N., R. 4 E., W.M. CONSTRUCTION NOTES �1wm� o- Ot CONSTRUCT SIDEWALK RAMP TYPE 1B, PER WSDOT STD. PLAN Cn iz � F-3a. Cn 0 Op ' m U SS O CONSTRUCT SIDEWALK RAMP, PER DETAIL DRAWING M01. C � N'm m a � / O INSTALL REMOVABLE WOODEN BOLLARDS O 4' SPACING, PER CITY a- +w� +a pp OF RENTON SM. DRAWING NO. HR16. u �00 HZ SS FILL FILL FILL i i <W Flu- -FILL O4 INSTALL MONUMENT, CASE, COVER AND PIPE. m ti<w w U �nmm pp FILL- ->•TLL O NOT USED THIS SHEET. 0 1 w �l�a 3 \ "?Q\\ w \ 2 SS z O ¢ / z / ET CORNER w CURB RETURN ELEVATIONS aLLJ /// 51' - 27+00 - }' �- _ 28+0 TOP OF A=88'57'54' x 0 mm pp SS // 1 5 W `2/T�' 1 -�� Q PC STA 24+81.23 30.00 L 26.16 R-35.00' W / - �- iI <223 _ Q 1 4 27.89 T- 34.37' 6�.Q0 ®eon"p ` X 1 2 27.62. L=54.35' N Z 0 3 4 27.35 J <C SS .0op/ �� 0)CIVQi-v PT STA 132+64.04 21.00' LT 27.08 NE CORNER W // 4 - STA 28+87.1 CURB RETURN ELEVATIONS o 6.0' CURB RADIUS co TOP OF Z POINT 4, � CURB A-83'59'12' \ .� - PC STA 132+62.18 21.00 RT 27.02 R-35,00' 2�k00 3 v �� z is.za L=s.30' FILL FILL Q3/4 25.85 2 '7 FILL _�FILL (V PT STA 25+85.34 30.001 25.48 Flu- FILL Q cl) SW CORNER / \ CURB RETURN ELEVATIONS TOP OF / 6 CURB A-91'02'06" u� a' PC STA 24+53.42 30. 00 RT 28.58 R=60.D0' / 5 �} i - 1 4 27.63 T= 61.09' // a 1 2 26.65 L=95.33' 3 4 25.68 PT STA 131+08.56 21.00' LT 24.70 1 SE CORNER ///^ /^\ m m w X e CURB RETURN ELEVATIONS TOP Of STA 131+01.24 (Rn CURB A=10742'22" �(( BEGIN CEMENT CONC. SIDEWALK PC STA 131+01.24 21.00 24.30 R=60.00' STA 24F 50 p, o\ BEGIN CURB d GUTTER 1 4 24.16 T= 75.03' BEGIN PROJECT : 1 2 24.03 L- 107.55' STA 131+08.56 3 4 24.89 END CURB Ec GUTTER - PT STA 26+37.67 30.00' 23.76 TYPICAL ROADWAY BACK OF WALK TABLE SECTION B O POINT STATION OFFSET TYPICAL ROADWAY SECTION A 1 25+60.47 62.80' LT 300' V.C. 0 2 25+61.54 55.90' LT 28+81.10 p 3 25+64.98 54.81'LT 4 25+72.00 42.00' LT 30 o 0 - � 30 5 25+79.14 66.84' RT N 6 25+93.00 67.18' RT N O N 0- 7 26+16.83 48.00' RT EXISTING GRADE <O < .m Q Gr �Nw PROPOSED GRADE 25 a A N 25 -0.50X -0.50 0.509 W -- ---- ----- ---- -- ---- ---- ----- ---- ---- ----- ---- - ---- ---- - 20 0 ----- ---- ---- -� 20 N� N a STA 25+ LTh N TE:CURB RETURN ELEVAIIONS BEGIN FU SUPER CONTRO IN THIS AR +27 STA 4+50 II¢L +1% 0.2% (LT) L- - +2x LEFT +2% 090 +1% % (t PROFILE RADE AND NOT POINT 09: -2% -1� - - - -- - - -- - - - - -2% RIGHT _2% SCALE 20 0 20 40 25+00 26+00 27+00 28+00 29+00 FEET 90% REVIEW -`@ 1--20' ^Q -' „ CITY OF RENTON �4-11-05 !!� CITY OF SW 27TH ST./STRANDER BLVD.CONNECTION _ CHECK PRINTPerteet'"` � � =AN RENTON Km oATUM PHASE 1,SEGMENT 1 CONSTRUCTION - 2707Czaroo„aooa,s.evoo -...rnn� nor cwey�Kw..sw.wo Planning/Building/Public works Dept STA 24+50 TO STA 29+00 f V N0. REVISION BY DATE APPR �- PAVING AND GRADING PLAN A-NNNNAA SEC. 25, T. 23 N., R. 4 E., W.M. CONSTRUCTION NOTES � v v O1 NOT USED THIS SHEET. OZ NOT USED THIS SHEET. OD d + O O3 NOT USED THIS SHEET. a o n O a 0 O4 INSTALL MONUMENT, CASE, COVER AND PIPE. (D NOT USED THIS SHEET. • FILL------ FILL Fl ---�- FlLL (_ FILL��- Fl O w O r O 0) J 1 + M w Z Na N0 i Q 0 w V) S.W. 2 ST. ao Z > cm N 21'07' W O O W � — ao lziJV LLJ Z J QQJF- cc \ Q U) O F FILL ILL ILL FILL ILL FlLL— FILL-- h a � �P o O m N s y TYPICAL ROADWAY SECTION B 0 o Q + 8 o L0 1 30 + Nnm + c 30 g N PR POSED G DE XISTING G OE ��w 25 F- (3) dw 25 � -osoz W W Z _I_ lz----- --- -- ----- --- J 20 J --- --- ---- ----- ---- -- 20 F- 15 Q 15 STA 29+17 T& STA 31+95 LTA ND FULL SUER BEGIN FU SUPER j +2% +2% LEFT S A 30+17 ST. 30+95 +2% RIG +2%07. i I _ ( PROFlLE GRADE AN PIVOT P01 0% -i� 7 LT -2� -2% RIGHT I -2[ LEFT —17. —2% SCALE STA 2BEGIN 9+95 TRANSITION I I END 31 151TION 29+00 30+00 31+00 32+00 20 o FEET 20 ao 90% REVIEW 1'-20' "w•"9 w• t! CITY OF CITY OF RENTON 4-11-05 CHECK PRINT Perteet„� QP W RENTON SW 27TH ST./STRANDER BLVD.CONNECTION NOT FOR rus PHASE 1,SEGMENT 1 "25-I53]]W 1 idW9f 5B9W CONSTRUCTION a]°]caer� ry e i DATUM planning/Building/Public Works Dept. STA 29+00 TO STA 32+50 PG2 NO. REVISION BY DATE APPR PAVING AND GRADING PLAN i A-NNNNAA I SEC. 25, T. 23 N., R. 4 E., W.M. CONSTRUCTION NOTES vch � O NOT USED THIS SHEET. (nO zoW �' U T� 2 NOT USED THIS SHEET. a � ✓✓� '°" O NOT USED THIS SHEET. d Pn Isu O �zSD INSTALL MONUMENT, CASE, COVER AND PIPE. n O OO SD FILL 0 OS NOT USED THIS SHEET. M 0- Flu — y FILL 40 Z O z v�� a X w > 0 0 N J ` - OP 00 S STA 35+87.0 � — •W 6.0' CURB RADIUS W -- — POINT Q et — Z \ �P Q OP— � OP cf) Fjq FILL m FILL FlLL FlLL-- FILL TYPICAL TYPICAL ROADWAY— TYPICAL ROADWAY SECTION B SECTION A O o STA 35I 93.00 t 30 + + 30 ' 04O XISTING WE w PROPOSED G DE to 25 aX — ---- °. X —z..46 � 25 3 _ ---- W -- —_— —2.46x < Z 20 - -- ----- (n J ---- ---- 20 -, --------- ----- ----- ui Z U J 15 + _ Q °, 15 N �N JW Q �g W 180, V.C. S STA 35+54 RT i +2% +2X END fULI�SUPER +1% _ RIG I! 0% PROFILE GRADE AN) +2y I. 101t I I +1% I -1% a -2% -2% LE -1% € i -2% SCALE " 33+00 34+00 35+00 36+00 20 0 20 40 a FEET 90% REVIEW CITY OF CITY OF RENTON —4-11-05 CHECK PRINT SW 27TH ST.!STRANDER BLVD.CONNECTION _ NOT FOR � Perteet,x ...•"n I.____� oATUM � >— R EN TON PHASE 1,SEGMENT 1 , QS-.,W I110°b15B90° —k3 CONSTRUCTION ,,,,,,s„•,� Planning/Building/Public Wogs Dept. STA 32+50 TO STA 36+50 "°"" �° �°'°' N0. REVISION BY DATE APPR - �° PAVING AND GRADING PLAN w A-NNNNAA SEC. 25, T. 23 N., R. 4 E., W.M. CONSTRUCTION NOTES u J2+63.41u~ WETLAND 278 l,nCONSTRUCT SIDEWALK RAMP TYPE 18, PER WSDOT STD. PLAN SRM TAH 1 L i / F-3a. ❑ ❑ ;oQ a o I AND SIDEWALK CONSTRUCT SIDEWALK RAMP, PER DETAIL DRAWING MD1. CL JI +22 3 ` WE O3 INSTALL REMOVABLE WOODEN BOLLARDS O 4' SPACING, PER CITY SD STRI C TD 17• 3 OF RENTON S . DRAWING N0. HR16. 5 5 DN SD BLOCK _ _ _ O NOT USED THIS SHEET. FILL- �_ FlLL F , ^ O ADJUST EXISTING CATCH BASIN TO GRADE 1A M - IP - BP BP BP Z O M CL I BRASS DISC 1 Z W CI1 12" x o W Iy w--_-___w 'o Z Q o = N SS a L1.1 ~ Z SS S w _ 37+00 — S.W. 27TH ST. 8+0 — — s ADO _ s 40+00 ss — _ _ _ _ 41- -1 — —}— --�_ 0 Z Q S 89'25'05' E m 2 a S 13T 4'32 J 0 j 568-10-02 v, -i m 0 Z N 3 w w U w OP 0 ~ V) QQ� d - - 2 - SD m G G G � BT P 5 3 BT -BT - ST c BT- CURB RETURN CORN BT ELEVATIONS _ •� ------- ---------------. TOP OF LL FILL CURB A�89.18'25" -�- FILL-- � l _ _ - - - - PC STA 38+32.37 30.00 LT 19.28 R=35.00' FILL -- TILL 3 R`30• �`� 'c. ��\)IR AEUE�E - 4 19 48 T= 34.58' m I / L=54.55' 3 4 19.58 o_ / PT STA 1.92+66.24 32.99 LT 19.69 STA 38+-7S 1Cl �1 END-PROJECT WETLAND 27D SW CORNER EL U N — _ F f� 0J ! I 1 CURB RETURN ELEVATIONS - _ op 32� ac n z in " �O ?1 TOP OF a w N o .}• - CURB A=90'36'56' PC STA 38+25.91 30.00 R 19.28 R=40.00' 19.39 T= 40,43' 1961 a W1- L-63.26' a0oc� arV-S m of _. - - 1 2 19.50 wwm v~imc2 1� ICI\ I I�1 - - - - - - - PT STA 151+21.22 32.8Y LT 19.72 $ TYPICAL ROADWAY SECTION A BACK OF WALK TABLE •POINT STATION OFFSET 160' V.C. 1 38+36.78 42.00' LT � In 0 2 38+37.29 42.52" LT 3 38+54.78 59.81 LT 0 T + 0 4 38+60.86 66.70' IT 0 o ri 25 QN n_� g w PROPOSED GRADE m --� w 25 a 9 LLJ 1 d w c2 � 20 Z _ W -- ---- -7GE— +2% - _ - J20 — -- — ----- ---- ---- 0 15 H EX TIo 15 Q n N no ad S g' y W i 5T 36+54 STA+1% END TRANSI 37+ 4 +27 TION NOTE:CURB RETURN ELEVATIONS ' 0% I rL PROFILE GRADE AND NOT POINT CONTROL IN THIS AREA +19 -1% I 0% -2% I -2 LEFT do RICHT _ -1% I — — ( I (. —2% SCALE 37+00 38+00 � 39+00 40+00 20 0 20 40 41+00 FEET i 90% REVIEW _ CHECK PRINT -M. "° " "' CITY OF CITY OF RENTON —4-11-05 NOT FOR Perteet K °P SW 27TH ST./STRANDER BLVD.CONNECTION _ R E N TO N CONSTRUCTION o ".11-S n 900 DATUM PHASE 1,SEGMENT 1 '""k4 �€ p, Planning/Building/Public works Dept. STA 36+50 TO STA 41+00 NO. REVISION BY DATE APPR PAVING AND GRADING PLAN A-NNNNAA F cn a a a O W Z 11.I A DETECTABLE WARNING Z X PATTERN (SEE WSDOT *• ILI STD. PLAN FE3a) �ii,�°• > 3/8• EXPANSION JOINT (TYP.) � (SEE STD. PLAN F-3) J m W 0 h Z < - - 4'-0' MIN. Tn \ 6 •/o 6 4'-0' MIN. LANDING 6'-0• MIN. RAMP 2'-0• 70 F - 2%_ - TOP OF ROADWAY ryx I - F CEMENT CONCRETE SIDEWALK DETECTABLE WARNING PATTERN, PER WSDOT DEPRESSED CURB k GUTTER STD. PLAN F3—a (SEE NOTE 3, WSDOT STD. - - PLAN F-3) SECTION A-A F 12' SIDEWALK RAMP N.T.S. a ;f E 8 a 90% REVIEW CHECK PRINT NONE ,,',�� CITY OF CITY OF RENTON 4-11-05 NOT FOR Perteet- ��� REN TON SW 27TH ST.I STRANDER BLVD.CONNECTION _ "ws PHASE 1,SEGMENT 1 �zszsz-rrooi iaoaersasoa DATUMM01 y� CONSTRUCTION z>m s,,,,•� Planning/Building/Public Works Dept. NO- REVISION BY DATE APPR � MISCELLANEOUS DETAILS D. A-NNlNNAA SEC. 25, T. 23 N., R. 4 E., W.M. CONSTRUCTION NOTES � 1 NOT USED THIS SHEEP. J) i In FILL FILL FlLL � FILL Ov�Flu' LL _ F ------------ Q i _p ZV+00 w DRAWING E OO 2 i•� _ \; ,i ;°'w*� ce sA SEE _ ` 27N _ r 6 Ca 8A SEE � 6 ;` DRAWING DP1 � m '�`'7 ! 12' PVC 120 LF O 0.28 DRAWING DPI SD �\ CIV \�/ so QM/ \ SID so (V yk00 / • _�� GENERAL NOTES (n FILL" Flu' FlLL 1. THE LOCATION OF ALL CATCH BASINS, INLETS AND STORM fl \ FILL` MANHOLES SHOWN IN THE PLANS ARE MEASURED TO THE / \ Fl� i `i �V,•� CENTER OF FRAME AND GRATE UNLESS OTHERWISE NOTED. FlLL 2. ALL STORM SEWER PIPE TO BE SCHEDULE A STORM SEWER PIPE 12" DIA., UNLESS OTHERWISE NOTED. C8 7A SEE / �, Fj 3. THE ELEVATION OF ALL CATCH BASINS AND INLETS SHOWN DRAWING Of', ip A, - IN THE PLANS ARE MEASURED AT THE FLOW LINE ALL CB #4A SEE MANHOLE COVER ELEVATIONS SHOWN ARE AT CENTER OF \ \ ----- _._._ i _.J ` DRAWING DP1 FRAME AND COVER. \ --- �a TO HAVE VANED GRATE.�- ----- j 4. ALL CATCH BASINS AND INLETS \ ` (UNLESS OTHERWISE NOTED). Q � i •k \ �Y`1;�' ' 5. THE CONTRACTOR 1S TO POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. ems" i 30 - ----- — - - -- -- --------- ----- PROPOSED G E IXISTING GRADE CV 25 - - - y - - 25 ' 18' 0.1. SD 1 B3 LF i0 1.Z8X- � -----'--[-- U)-- - :p-- -'--- -i--- :=T: ---- - --- ---- -----�---- -----4----- - - ----- ---- -- __ i - 20 w : w 18r D.I. SO 10 LF° 0.57� r 20 _D.�SD-133-- -gg ---- _� ----- - - -- ILI ce/ i i w�"�—w ----- ----- - Z -111T- f- STA 4+50 (18'Rn w w w w w J CB E 2-48' 41E. G.E 8.49NEW 12r SS5 JIE,_3,_45.ILWj-"'-----------------------------• -----� 1Ot--------- -------------- <'ST-A_26+38-- Vie- �----- -------------------- ------------------ +50__L16�R)---------- -------- -------------- --- - ------ ----- '--------- U5 LE 3.95 (S) __----------' ._---'---- -------------- E 2-48: - -- --- -_. ------- Q �.E. 23.50 .94 C TYPE 2-5 I.E. 20.20 I.E ti9.68 G E. 23.64 I.E. 19.00 (E.b)) 10 I.E. 20.00 (N,$) __--y______---- -__--_-_---__-:_—__ _ —__ ______-__ _ ______ _— ___ _ —__ _— 10 SCALE 20 0 20 40 25+00 26+00 27+00 28+00 29+00 FEET 90%REVIEW i'�z0 "�°`" e© CITY OF CITY OF RENTON CHECK PRINT ap Perteet —7� R EN TON SW 27TH ST./STRANDER BLVD.CONNECTION NOT FOR """°',� `It PHASE 1,SEGMENT 1 .;.,��,:;<.•,-.,�:.,<»M.: DATUM CONSTRUCTION ! „�c—,—, ,, I u uLL Pionning/Building/Public works Dept. STA 24+50 TO STA 29+00 DUl _..,rr.•ny.•,vy;.r ssxr NO. REVISION BY DATE APPR 101F 1¢"""" �+ DRAINAGE PLAN A-NNNNAA SEC. 25, T. 23 N., R. 4 E., W.M. CONSTRUCTION NOTES NOT USED THIS SHEET. V CL CB 12B �m DRAWING OPT, CL C.) FILL FILL IL e' FILL FILL. FILL Fl 0 41. 1'- -j , \ + 0 0 i i 71..1 CD D N, L0 Z + K) w A — .. vl � 0 w w :D f �r4 #3A SEE B 1 z z SEE D 1,�G V) S.M./27TH ST. D 0 Lu Cz IL r, 7 uj LLJ N 40*21'07' W ca lij SD V) S) SD SD SD SD-ft-� Lu Z5 uJ z GENERAL NOTES U) 1. THE LOCATION OF ALL CATCH BASINS, INLETS AND STORM MANHOLES SHOWN IN THE PLANS ARE MEASURED TO THE LL FILL FILL FILL `36- SO 57 LFP 1,BX CENTER OF FRAME AND GRATE UNLESS OTHERWISE NOTED. LE, 16.20 G 2. ALL STORM SEWER PIPE TO BE SCHEDULE A STORM SEWER /11-1-M DRAWING DP1 e PIPE 12- DIA., UNLESS OTHERWISE NOTED. \\X 3. THE ELEVATION OF ALL CATCH BASINS AND INLETS SHOWN + IN THE PLANS ARE MEASURED AT THE FLOW LINE. ALL 4m MANHO COLE COVER ELEVATIONS SHOWN ARE AT CENTER OF FRAME AND VER. 4. ALL CATCH BASINS AND INLETS TO HAVE VANED GRATE. (UNLESS OTHERWISE NOTED). 5. THE CONTRACTOR IS TO POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. 0 0 LO 30 + + ------------ 30 ------------------------------------- 0) ------------------------------------ ------------------------------------------------------------------- ------------------------------------------------------------------------ C*4 PROPOSED GRAD F- 25 'EXISTING GRADE ------ v) 25 ------------- LLJ wz ----- --- -- ----------- z ------- 20--- w- ------- ------- ------------- ------ 20 1 ----- ----- "Zzzz-------------- n--------------------------------------------------------------------------- w— t------- W—� 24" SO 145 LF 0 0.5Z w'— —w i 0 2 Its 115 I 0.51L 24-jSD 104 LF 0 0.5% 15 < 15 3 4 z 30+35 (18-RT) CB/ cp#i 1 TYPE 2-50 STA '1+50 (18*R STA 32+50 (IS-RT) G.-.. 23.66 CS T'PE 2-54" : — CEI TYPE 2-5 1' I.E. 18.28 (E G.E. .�3.50 -GLT 2 4 1-6 --------------------- --------- ---------------------------------------------------------------------1- ................................. --------------------------------- I-E-19:29- 4 ---------------------------•---------- Tt. 17r2G I.E. 1).24 (N) LE 19.74 (N) L(- 17.20 (S) SCALE 29+00 30+00 31+00 32+00 20 0 20 40 FEET 90%REVIEW — CITY OF RENTON CHE NOT(PRINT CITY OF FOR rV,11, Perteet ap RENTON SW 27TH ST. STRANDER BLVD.CONNECTION ma DAruM PHASE 1,SEGMENT 1 CONSTRUCTION 21 Plonn;ng/Building/Public Works Dept. STA 29+00 TO STA 32+50 DU2 NO. REVISION BY DATE APPR DRAINAGE PLAN A-NNNNAA SEC. 25, T. 23 N., R. 4 E., W.M. CONSTRUCTION NOTES ' NOT USED THIS SHEET. ♦1 i � ,` < '"� ....� i, i :3�! S''`� ` � ` iL!-'J i '�`'' +� CB 98 SEE CaL_ `�i �— "1 -\ `�� i /i ,i <':�_� -- _ -- �•` DRAWING DPt t 1` _�1 nA fl -= _ 7 FAA- to Fes._ --- — -" Z � , r y a i\ FILL = O /� ��C/�. `?. - .-� a _ —OB-- 88"-SSE 8 U) - _ — —�1 J DRAWING OP1 w CC jlj '��Gj�c/� \ `. Y ~'a "�" �w—_ f w�►«�w 3 p0, 25 p5� E_- J v� - -SD f c — _ •-5. Y N m w —�L� - �� S.l��-.ZF.FF4-�•-- �.�---."_" :L Dce ce RAWING DP s. LLJ Zso cc F - -. Df- — ��so GENERAL NOTES U) CB 8A 1. THE LOCATION OF ALL CATCH BASINS, INLETS AND STORM i DRAWING DP1 ! /' MANHOLES SHOWN IN THE PLANS ARE MEASURED TO THE "`,i,- yJ J '� ,yY•,r.�-.rr,_ CENTER OF FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. ALL STORM SEWER PIPE TO BE SCHEDULE A STORM SEWER PIPE 12' DIA.. UNLESS OTHERWISE NOTED. i� 3. THE ELEVATION OF ALL CATCH BASINS AND INLETS SHOWN "- IN THE PLANS ARE MEASURED AT THE FLOW LINE. ALL 4- C U, MANHOLE COVER ELEVATIONS SHOWN ARE AT CENTER OF FILt �- h Fl FRAME AND (OVER. FILL 4. ALL CATCH BASINS AND INLETS TO HAVE VANED GRATE -\FILL--- F I FILL FlLL— Y_ Y - (UNLESS OTHERWISE NOTED). •\``-ter-�-r_ "' iP 5. THE CONTRACTOR IS TO POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. 30 O 30 Lo O to N EXISTING C"DE PFZOPOSED GR E 25 M --------------- .".-- --... -----. 25 Q ---- 20 ---- -y�__' �___ w 20 Z w —- -- -- -- w ---- -- W J _ 1 - SO 159 LF 0 0.5% 12; SO 196 LF D.Sx w Z 15 = w U ...... 15 ------------------------------------------" ---..------- --- ----............................ ------------- - -----------" ............................. - ...... -----.. -- H Cep B ' C- Q ? STA 34+00 (18'RT) i i j 87 (1872T)" -" B 9 Si 35+ CO TYPE 2-46' G.CB "24 07—�,• Q C.E. 24.91 LE. 18.0>] W E 1. 18.98 (W.N)i I.E. 20.4, (N) SCALE 33+00 34+00 35+00 36+00 20 0 FEET 20 40 90%REVIEW .. CITY OF CITY OF RENTON 4-11-05 / CHECK PRINT � R EN Per feet -•-•rA =� TON SW 27TH ST. STRANDER BLVD.CONNECTION NOT FOR PHASE 1,SEGMENT 1 ; ' ' DAruM CONSTRUCTION .>. Planning/Building/Public Works Dept. STA 32+50 TO STA 36+50 DU3 N0. REVISION BY DATE APPR `"°�""�' DRAINAGE PLAN A-NNNNAA SEC. 25, T. 23 N., R. 4 E., W.M. CONSTRUC-110N NOTES C" 10A INSTALL SOLID LOCKING LID. ch STA 37+53 (2917) CR-TYPE 1 J.E,111. 8 1 CBJ1 1 IA 1 WKII-AND 213,/ 0 STA 130+4 CB TYPE K, iv CIT G.E.t 1g. �ib l�. 15.10 'Ki I.E. FS i. L' �5.2 L a. j4 C 2917) CL C4ECT TO STA 7�+�: i JISTING CS X1 u ��1 ------------- -------- GENERAL NOTES SO LF�',O -' 1.41 FILL- ...... I. THE LOCATION OF ALL CATCH BASINS, INLETS AND STORM --—-—-- �AV FILL MANHOLES SHOWN IN THE PLANS ARE MEASURED TO THE z CENTER OF FRAME AND GRATE UNLESS OTHERWISE NOTED. 0 0 . ........ 1A "A 2. ALL STORM SEWER PIPE TO BE SCHEDULE A STORM SEWER 5P i3p -- -----4------------------_--_ PIPE 12' DW, UNLESS OTHERWISE NOTED. ------------T--------- z + v w fy- 3. THE ELEVATION OF ALL CATCH BASINS AND INLETS SHOWN —w—w— w IN THE PLANS ARE MEASURED AT THE FLOW LINE. ALL �-CONNECT EX. W CB I.E. 1-"0 MANHOLE COVER ELEVATIONS SHOWN ARE AT CENTER OF FRAME AND COVER. LLI < 12" SO 47 IF 0 050X ------Si. .........SS --s- 4. ALL CATCH BASINS AND INLETS TO HAVE VANED GRATE. 0 SS > in 37+00r-;38+00 40+00 (UNLESS OTHERWISE NOTED), S.W.S 27-TH S w < $ 8*25*05' E C 11 S W!4'3 5. THE CONTRACTOR IS TO POTHOLE ALL UTILITY CROSSINGS Z 1* BJ 08+27 (18' 12"1.00%SO 74 UP PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. [0 C cr_ V w 12"OSD 47 LF- E 2-48' 0 sox G. ;18.90 ■ I.E. 15.45 z m: Ld F: -SG-tl-,LF- 1 SD 2.5 LF st I i < T2 0 SO 5� LF UJ 0 1.00% Box 12 0 0.50K cc U) _LZ0 so 5D.-- ....... -------- G ------ ---------- -—-------—- Sm-—------—-------E5T BY FILL IL _u_ SD rjLL Go _T� STA 37+5 fALL CBJ 10 L98 TYPE 1 0 ------------------ STA 37+53 (18*RT) I.E. 14.62 z CB TYPE 2-48" G.E. 19.64 DETENTION/WET VAULT- I-E. 14.73 15' W x 65' L x 6' H 270 PER DETAIL DING DD2 is STA 38+1 (3317 1 DRAWING DP1 12' SD 78 LF 0 1.20X- 9W PIPAND 10 5' (1'.RT) TYPE 2-48 64 14.72 C. SE S DPj I.E. 15.05 STA 38+23 (34.5-RD CONTROL CB 11B STRUCTURE :A ---------- I.E. 15.3 STA 38+2%(2914) 12: SO 19 LF 0 1.0021 CS TYPE k CCBI{ 128 G.E_ 18.68 L -21 STA 38+221 5 (53'RT) I.E. 15.49; CB 12B SEE -_PB TYPE 1 • DRAWING OPI G.E:-49.00± (SET TO GRADE) I.E. 15.20,wE, .-AND 27A 0 to 25 ----------------------------------- -----------_----------------------.................................. .................. .......tD ...-------_-_-_---------- ----------------------------- --------- ------- ------------------------------------------------------t --_----------- ---------- 1110 ROPOSED E CRAD EXISTING G1 M 20 V) ---------- 20----------- _fROPOSI LLI w ....... ........ ....... ....... ....... . 15 _Z • .. w 4 ........--------- ....... ............... ... 15 .................. ---------------------------- ----------------:------------------ ------*..;_*._'_._.. .............. -------------.......... zi 10 10< ------ SCALE 37+00 38+00 39+00 40+00 41+00 ZU 0 FEET 20 40 90%REVIEW — CHECK PRINT _QP CITY OF CITY OF RENTON 4-11 Perteet SW 27TH ST.I STRANDER BLVD.CONNECTION NOT FOR R RENTON PHASE 1,SEGMENT 1 CONSTRUCTION Plan ning/Building/Public Works Dept. STA 36+50 TO STA 41+00 lr' NO. REVISION BY DATE APPR DU4 DRAINAGE PLAN A-NNNNAA a2' SO 11 Llt i i i i (L p o.sx IL I 25 .• ' kII II rI � i i m i 12' SO i 25 LF • 1 � 12' o o.sx I I1 1I 25 'S011LF .. _ 1 - o 05X W I 20 Z 20 ce# 7A 0 3TA 24+50 i B'R STA 24+50 (29'R) 1 1 i j I I : : B 7 CB 1 I W G.E. 28.27 I I Z i CB CB SA 15 I.E. 24.01 4A / 4B L w STA 26i��8 18'-I i : : SIA.2 {3B 2� L STA 27+50 '8'-------- ............-....-..... •--.........-•---- .... ( j------------•----:.....-.......... -------- STA-2 50 (29'�1---------._-----.....-•---..........STd..28+9A--V�1+�- --------- --- ... .(29:R7�------- +..- 15 CB i CB E � i � CB TYPE 1;W/ CBITYPE 1 G.E. ?;3.28 OPEN CUR INLET G. 24.14 A 28+90 18' G.E. 23.42; w I.E 2Q.26 ;G.E 22.72; LEi 20.13 i I.E. 20.06 i i I.E. 19.72 4 m w I 7 t i i I Q 25+00 26+00 27+00 28+00 29+00 CC F- U) i i I 1 i 3 I i CQ/ 38 j i i i i CB/ �BB/ Bei i i CBATYPES� j l i i 1SD22LP STA 30+JS 2 'L ' 1 ( a q 0 5% O 0 5%25 I STA �f1+50 (29'LT) i G.E.G 3.22 CB AE00 (29'LT) 1 CB TYPE I.E. 19.97 ? 2• SD 34 I F 1!2' SD 11 LFi 25 G PE I CB TYPE 1 W/ 12' SO 36 LF 12" SD:11 LF ;I.E. 20.72 3.9 0 0.5X 0 0.5X 25 12' SO 11 LF P R 12"iS0 6 LF i 12'SD i 1 LF O q.5X O 0.5Xi O O.5X G.E. 2.72 O q.SX i I: ii I.E. V.47 i 1,� 2020 i I lil F ; < r r t... + ? *-- 1 F-----------------{ i A i i I � I w I' �12-­D-.J�.� ATE'R i 1 15 I 12- Dil. WATER I i ee BA 1 15 CB 3C • ••ir8/ ? STA 3005 (29'RT) i ' 34+ Typ� CBS 2q STA1+50 1B' STA 32•+50 (7'RT) gATYpE�j (yam STA 34+OOi 18'R STA 30+35 EYL77 G.E. 23. 3 STA 31;f50 (7'RT) CBS CB TYPE 1 BA'2+50 1B' E 24.69 CB 8 B P I.E. 19. 4 G.E. 23.471 IiE T0.54 ce 1 w € / .E 23.85 I.E. 1979 t STA 30+ 1 B' OPEN URB INLET i I.E. 19�9 i 30+00 31+00 32+00 33+00 34+00 i 25 12• So 1 LF 25 CB#i12A I IXI STING CB BA T37+45 1 (33 LT) STA i 7+45 (53'R� i CB TYPE O G re 1 20 --12" D.li SO 51 LF O.Sx I. .10 CE, �4.24 t 11 I E�15 G.E 20 0 LE 1 s.ob SEf T RADE ------------------------------- 20 ............•.. ' STA 37+ 4 (10 3'RY� i i i I E 2 0 i i 1 � I DISPERSAL 15 I I. , I 12•'sD 86 LF a 1.ax 1 15 12' b.l. WATER Coil 9B i STA 35" 18' j I ( O 4.Oz STA136+25 (29'4`n STA 35+87 (7'RT) CB 9 ; I G.E;22.28 C 12 SO 11 LF I.E. h9.30 G.E. 23. 5 O �.9x I.E. 19.01 1 0.1. WATER 35+00 36+00 37+00 38+00 39+00 90%PEVIEVII �"°"�" � CITY OF RENTON 4-11-06 1'-�' ® k- CITY OF CHECK PRINT v SW 27TH ST./STRANDER BLVD.CONNECTION REN TON NOT FOR Perteet ""�e `�` PHASE 1,SEGMENT 1 "m rc7,v--�:<",-ou•e<�,an>; II II DATUM aw.e in CONSTRUCTION zxo-ux.ns a»ax a Plonning/Building/Public Works Dept. DP1 NO. REVISION BY DATE APPR STORM DRAIN CROSSING A-NNNNAA 6 d a d CONTROL RISER FOR FUTURE CONNECTION b CONSTRUCT PER SECTION 0 12' SD— w z 12' SD— 2'MIN. 0 z _ U U) x w \-CONTROL RISER Q 0 PER SECTION mSTD. METRO FRAME rr AND LID 0 1 z Q PLAN WSDOT RING h COVER TYPE 2 PER WSOOT STD. PLAN B-25, LABELED 'STORM' POLYPROPYLENE ENCAPSULATED - STL MH STEPS MADE WITH 1/2' DIA BAR SROCK. CLEAR WIDTH OF STEPS 48' TO 24' TO BE 12' CONE SECTION OVERFLOW 48' RISER I IT 72' FLAT SLAB 48' OPENING (12' THICK) NOTCH ELEV. Li 8' SHEAR GATE 72' SECTION A LIFT HANDLE z M OUTFALL PIPE IN FROM VAULT/TANK I.E. KOR—N—SEAL BOOT KOR—N—SEAL BOOT (DIST. BY HANSON (DISE. BY HANSON PIPE PRODUCTS X PIPE PRODUCTS TACOMA, WA) OMA, WA) e4 �/� � \\ DETENTION 12' PVC PIPE CONTROL 12' PVC PIPE RISER DIA. DI o D 10L I h e4 STRUCTURE 1 I q\2G I I WSDOT TYPE 2-60' LOCATION CATCH BASIN S( 38+23 34, #5 0 12" O.C. `\\\ // -DI (IN.) 1.7 � EACH WAY \ ,7 SAWCUT EX. 36' RCP NOTCH AFTER BASE IS CONNECTED ELEVATION 15'92 / POURED IN PLACE SECTION NOTCH 8' REINF. CONCRETE WIDTH (FT) 0.024 OVERFLOW 17.1 I ELEVATION RISER D1A (IN.) 12' 6' OF 1 1/4' MINUS CRUSHED ROCK NOTE CONSTRUCT THE CONTROL STRUCTURE PER WSDOT STD. PLAN B-3. BASE MATERIAL FOR MH SLAB OUTLET PIPE 15.3 ELEVATION 72" STD. KING COUNTY MH #R18-12A CONTROL STRUCTURE CENTER OF N.T.S. N.T.S. CRATE 0 ALL OEAMETERS ARE TO - THE 1/8' INCREM MS. 90% REVIEW — N0"E �""'�'"� ,==�,�>s CITY OF CITY OF RENTON 4-tt-os CHECK NOT FOR NT Perteet.z of yl� RENTON SW 27TH ST./STRANDER BLVD.CONNECTION MA f � DATUM PHASE 1,SEGMENT 1 CONSTRUCTION I01Co1Dy A..rxw,SVM500 Planning/Building/Public Works Dept. E.�.NI.WW.r.Dio.DDIDt NO. REVISION BY DATE APPR - ^any WATER QUALITY VAULT DETAIL A-NNNNAA REMOVABLE GRATE 11 8- D.C. FT I fn Tr 2' GRADE BOARD) a PIPE O.D. NOTCHES GALVANIZED BOLTS C" MIN. MIN. MAINTAIN SPREADER BOARD 2"x12' PRESSURE TREATED �-�7-_"n LEVEL. MATCH TO CONTOURS STEPS TO BOTTOM OF STRUCT GRADE BOARD _ 111 —I PORTIONS BELOWAS FEASIBLE. NEXISTING • VAULT `n I I I CI 11="�I EXISTING GROUND GRADE AS NECESSARY TO I I-IITTC—I t -1 I I r PROTECT WETLANDS .l EIIIL~II IFTr-E1 .lf/ TOP OF SPREADER w Z S�X� 5.0% -III=III ��;I - - - - BOARD EL= 15.10 I�� - .. F. , O 4'x4' SUPPORT POST PERFORATED PIPE LAID FLAT co a Z SLOPE VAULT BOTTOM I_ a TO CENTER _ - CLEAN (< 5% FINES) w io =1� 1 1/2' - 3/4" WASHED w SECTION 8-8 -l e ROCK CB TYPE 1 W/ J G.CK 115.1ORATE _ I.E. 12.10 co " vauLr uD SECTION A-A SECTION 8-8 w 4' Q -BAFFLE WALL HIGH FLOW NOTCH / (y 8 cn ACCESS DOORS HIGH FLOW, NOTCH PER DETAIL REMOVABLE CRATE /. G.E. 19.90 THIS DRAWING. CENTER IN VAULT G.E. 19.31 / MATCH TO SIDEWALK MATCH TO SIDEWALK _iL p p END CAP OR PLUG INSIDE TOP TOP OF DETENTION EL- 17.10 EL- 17.60 / PRECAST CONCRETE BAFFLE WA TO CONTROL CLEANOUT WYE FROM _ WETPOOL W.S. EL= 15.30 I.E. 30 / p p PIPE I.INLET PIPE EL- 13.60 6"PERF. PIPE 25 LF I.E. 14.60 LAID FLAT/LEVEL. 12" UP ALL AROUND AT LILT 1.60 BASE OF VAULT I AT VAULT WALL /00% `o soz •.. A A 6'CSBC 12" SO € SECTION A—A (772C- PIPE I LOCKKING GRATE I E ESS STEPS STA 37+50 (31.5' RT) 5'x5' DIAMOND PLATE DOORS.IN. H2O LOADING CAPACITY 8 STA 38+15 (31.5' RI) I p - A ' A /\ p 6' PERF. PIPE 25 LF 1LL WETLAND BOUNDARY--// \ LAID FLAT/LEVEL BAFFLE WALL n \ p ACCESS STEPS CLEANOUT WYE FROM ' _ PIPE in - ..5 5'x10' REMOVABLE GRATE GRATE 2.5 OUTLET PIPE \ TO BE ADA COMPLIANT MIN. H2O LOADING CAPACITY DISPERSAL TRENCH AND ALL CONSTRUCTION O p WORK TO REMAIN OUTSIDE OF WETLAND. \ 18, CONSTRUCT TEMPORARY FENCING ALONG \ NOTES: M1 ; .', - -..........�_ ._.. ... LOCATION \ 1. AS TO PREVENT POINT EDISCHARGE AND/OR WETLAND BOUNDARY PRIOR TO BEGININC THIS TRENCH SHALL CONSTRUCTED 50 FLOW DISPERSAL TRENCH CONSTRUCTION. ADJUST TRENCH AND PERF PIPE p AS NEEDED TO AVOID WETLAND EROSION. 65' L�8 2. TRENCH AND GRADE BOARD MUST BE LEVEL ALIGN TO FOLLOW CONTOURS OF BUJ SITE AS FEASIBLE PL 3. SUPPORT POST SPACING AS REQUIRED BY PLAN SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL E DETENTION WETVAULT FLOW DISPERSAL TRENCH N.T.S. N.T.S. 90% REVIEW "n d CHECK PRINT NONE �_ �"p CITY OF CITY OF RENTON 4-11-05 NOT FOR Perteet z_ 7R RENTON SW 27TH ST./STRANDER BLVD.CONNECTION _w' I DATUM PHASE 1,SEGMENT 1 CONSTRUCTION a,ev coura"e s y� Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR DETENTION VAULT DETAIL 3 A-NNNNAA STA 132+51.5 5'L SEC. 25, T. 23 N., R. 4 E., W.M. CONSTRUCTION NOTES 72 STO. KING COUNTY MH 12" SS 5 LF JRIB-12A O % ch� STUB TO NORTH RI.E 4.00t 0EX. 36 STA 26+00 (321T) li O LE 6.20 (NEW 12-) FIRE HYDRANT ASSEMBLY a- STA 25 20 4' ) • a- 12"x12" CROSS ( ) FILL FILL FILL 4-12 GATE VALVES (FL3M 132+26.5 5'L FILL--- —� FILL STA 28+60 (24'LT) 60` STD. CITY MH W/ �2�u GATE VALVE (MJxMJ) STA 29+00 (32'LT) STA 132+63 14' LT \ INSIDE DROP Ll. 12" CAP (MJ) WITH I. OUT 6.40 /� _� FIRE HYDRANT ASSEMBLY • 2`TEMP. BLOW-OFF ASSEMBLY (30'C LE. I 6.50 BO IL \ CONCRETE BLOC I.E. IN N1�(TOP) +/— 0 LF-12" D I WATER m STA 24+50 0 12 CAP (MJ) W \ w Z 12"x12" VERTICAL CRO S ro O (MJ&FL) (SEE DEi ) A 2"TEMP. BLOW-OFF ASSEMBff Z7-{-OO G (� CONCRETE BLOCK W \4 0y _ — ---� I — — 28+00 roSr Q) Ix 26�00 - _R,gNpeR o y 12' PVC 120 LF O/0.28x --- • y��LVp Q�/ I \ — / • S° SD r _5p�� �_ IT w /� �/ o � X/ 2/ d�; SO e FILL-- FILLFILL —��FILL O k � STA 131+00 12" CAP (MJ) WITH \ " TEMP. BLOW-OFF ASSEMBLY ONCRETE BLOCK A 1 +02.5 5' 60` STD. CITtY MH / RIM- 24.50 STA 131+32 (37'Ll) O I.E. 12.40 (N) FIRE HYDRANT ASSEMBLY --�( PROVIDE KNOCKOUT FOR 12" \ I.E. 12.50t (S) FILL MD COMPACT ROADW TO FINISI GRADE BEFOR EXCAVATION FOR INSTALLATION OF NEW ATER LINE O 300' V.C. (TYPICAL FORA FILLED A EAS) O 0 0 30 30 EXISTNG RAE < •mw P OPOSED DE 25 Qf— u) 25 -0.50% -0.50 0-50X W -- -- --- --- ----- ---- ---- --------- — 20 20 + NEW 1 ` WATER MIN Q SCALE 20 0 20 40 25+00 26+00 27+00 28+00 29+00 FEET 90/o REVIEW 1•=20' �` " w CITY OF CITY OF RENTON 4/26/05 CHECK PRINT RENTON SW 27TH ST.1 STRANDER BLVD.CONNECTION NOT FOR '""ws PHASE 1,SEGMENT 1 CONSTRUCTION logo—everett.jpg �" � DATUM Planning/0uilding/Public Works Dept. STA 24+50 TO STA 29+00 W i NO. REVISION BY DATE APPR UTILITY PLAN °^ A — NNNNAA SEC. 25, T. 23 N., R. 4 E., W.M. CONSTRUCTION NOTES OX STA 31+60 (24'LT) 12"z12" TEE (FLxFL) a 3-12" GATE VALVES (FLXMJ) a � CONCRETE BLOCK STA 32+00 FIRE HYDRANT ASSEMBLY (32' LT) FILL FILL FILL FILL FILL----- -. FILL FI FILL FILL-�-- O °1 O O p + LO � .I.w N 350 LF-12" D WATER + 1'r) Q X f— Z V ST NDER BLVD. W — Z o LL1 Q _ ---_ _ V) in J 40'21'07" W Z = LL.I J CSD SD SD ■ SO SD ■ SD SD Q Q f- QC � L FILL LL ---- FILL FILL ALL FILL�— TILL—�— -- FILL STA 31+60 (46'RT) 12" CAP(MJ) WITH 2" TEMP -7 BLOW-OFF ASSEMBLY CONCRETE BLOCK F LL AND C MPACT RO DWAY TO FINISH GRADE o B FORE EXCAVATION FOR INSTAL TION OF NEW WATER LINE O + vvq ( PICAL FOR ALL FILLED AREAS) o O Ln 30 <�m D CT W UNDER STORK + y + ZO Ncaw aMm � .J w PR PO ED G E IS ING G E Q 25 1— 4' MIN. CO R d W (j 25 U) —o.soz W Li ---- — Z 20 ---- ----- --- ---- ----- ---- ---- — --- --- 20 = NEW 1 WATER MIN u ~ 15 Q 15 SCALE 29+00 30+00 31+00 32+00 20 0 FEET 20 40 90% REVIEW 1'=20 " �a CITY OF CITY OF RENTON �4/26/05 CHECK PRINT REN TON SW 27TH ST./STRANDER BLVD.CONNECTION NOT FOR CONSTRUCTION logo—everett.jpg '"'� �� DAB PHASE 1,SEGMENT 1 Planning/Building/Public works Dept. STA 29+00 TO STA 32+50 a....W2 NO. REVISION BY DATE APPR UTILITY PLAN A - NNNNAA SEC. 25, T. 23 N., R. 4 E., W.M. CONSTRUCTION NOTES OX CL FILL FILL 41 z \ �- FILL FILL FILL-�- O <v �J� 0 400 tF-12` .I. WATER so )/ �M \so — W so ° W so STRA f��kMD. 0 � so N `F7LL /vU STA 35+00 J ` nLL F1RE Rll HYDRANT ASSEMBLY (32' a FILL--FILL STA 35+30 24' LT 12' GATE VALVE (MJxMJ) FILL IND COMP T ROADW Y TO 9W H GRADE BEFO E EXCAVA ON FOR ItSTALLATIOt OF NEW NATER LINE o 30 O 30 (TYPI L FORA FILLED EAS) Lc) 30 + o ^" �n NEXISTING GRADE a w PROPOSED G OE + 2j 4' MIN. COVER � 25 o. x 72 s 1 ) Q �- -- -- - _-- -2.4 Q U) -- __ t 20 w -- -- _ C 20 z ----- ---- --- --- ---- ---- J L1J z 15 J U = 15 F— " UL < N f C " f G X Q 1 W 1 W 180, V.C. SCALE 33+00 34+00 35+00 36+00 20 0 20 4-0FEET 90% REVIEW �� t•=zo' °" CITY OF CITY OF RENTON 2/26/05 CHECK PRINT ..� .0 R EN TON SW 27TH ST./STRANDER BLVD.CONNECTION NOT FOR �"ws — PHASE 1,SEGMENT 1 .,... CONSTRUCTION logo_everett.jpg I R w ou—1 �NM Picnn;,,q/Butlmog/Public Works Dept. STA 32+50 TO STA 36+50 W3 NO. REVISION DY DATE APPR UTILITY PLAN - A - NNNNAA SEC. 25, T. 23 N., R. 4 E., W.M. � CONSTRUCTION NOTES rt Nh1ae7 w sro I I �I I RRI-2a1e R6A�2O.14 rt E-ts.oa RNA_170 rt-vo.2 IE NE�1s.at / O CONTRACTOR Shall POTHOLE AND VERIFY REMOVE AND SALVAGE EXISTING HYDRANT rt E-1672 ��, ; &I IE sw-17.os / / Eb BARRIER (1) 1 I WETLAND 278 , d ❑ ❑ ❑ rt-1t a2 , s , �if , IE '16 w s36 'a ❑ EllI w 4600 — — — ( WE El ❑ IE N_5 .1 w s= o t w 4601 rt E ate IEt5.1a NM n=ta. 50 6' ; GE 1 H. COO - - - FILL --FILL IE rt 1Er-ist 11 50 eLGc LL 1n W Z O 12• 536 N BOLLARDS. TR,IFEIC O o BP BP c O In + t O Z (D 0 0 2DO LF-12" D.I. WA R _ (7 l 74 CONCRETE SIDEWALK Ln W• iz' W------ ILL_ W T7 o W W _5k IF 12" SO O x% IN a rn w k m SS SS SS SS Q Z o 37+00 '�N.LLr `�" `�" g 8+00 `�' i 0 41 (n z JLtJ -I - - x - - - S 88"24'32" Eo - --1- - AsrRALr - I- - o - IA to ' Q m Z STRANDER BLV sae „ L JO S • = W I I uo, w = LLI Q --.OP— o m w 4ers (w TESTING DETAIL '� Q SO Sn G SD G C G Q -------r, ST G 3 BT BT ST I Bi Bf WA 1 " I EXISTING 12' curI WATER LINE 0- SO FIl1 � - - - -. \t c t10 Fi I -- --- V EXISTING 12-90 BEND (MJ) A 38+20, 32' L7 DO NOT DISTURB BLOCKING FILL FlRE RANT ASSEMBLY m �il Z / w w 4503 s STA 12-WATER 201E a I / M taro RIN_te.ar VERTICAL CROSS (MJxFL) FOR POLYPIGGING CONNECT 70 EXISTING 12SEATER LINE rt N"1 rt N-14.e6 1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG CS 497a N SEE DETAI � � w 4asz IE E 4.3a �14.40 WETLAND 27D IE E_13.2 161I-1a.06 rt w_13.a2 1-BLIND FLANGE ON BOTTOM Rrw s w is N-16.71 1-PLUG(MJ) W/2"TAP & 2" BLOW-OFF - IE S=16. I 0 TEMP. BLOCK - - - d=E-t oP 3• a r% FINAL CONNECTION DETAIL NEW 12" EXISTING 12' - WATER LIN� WATER LINE O AFTER ALL TESTING, CLEANING BY POLYPIG Ln AND DISINFECTION, REMOVE EXISTNG BEND, + i BO' V.C. BLOCK & BLOW-OFF& CONNECT TO CD o w EXISTING WATER LINE WITH SLEEVE (MJ) AND M I- 0.1. SPOOLS FINAL CONNECTION BY CITY 0 3 o FORCES + Fll AND COMPACT ROADWAY TO F141SH GRAD o roS NOTES' Q no BEFORE EXCAVATION FOR INSTALLA ON OF NEN WATER IINE w o + Y 1.CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND r15a (Ty ICAL FOR ALL FILLE AREAS) + n�� VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL 25 START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND U 11 LL1 ISTING G E a ^W VERTICAL ALIGNMENT OF THE EXISTING STUB. Z w a PROPOSED GRADE WATER CONNECTION DETAIL LQ J - MIN. CO ER 20 N.T.S. ---- - -- ---- ---- ----- - --- -2.48x 0.49% w I;VA m ---- ---- ----- U z 1 5 2 WATER N 0 OV 15 o .. ....... .. .... .. N DEFLECT kATER UNDE STORM � SCALE 37+00 38+00 39+00 40+00 41+00 20 0 FEET 20 40 90% REVIEW ....o n.. 1'=20' "�",'�"' CITY OF CITY OF RENTON �4/26/05 CHECK PRINT REN TON SW 27TH ST./STRANDER BLVD.CONNECTION NOT FOR ""Ks PHASE 1,SEGMENT 1 CONSTRUCTION logo-everett.jpgi DATUM °"""" Planning/8utldinq/Publie works Dept STA 36+50 TO STA 41+00 W4 NO. REVISION BY DATE APPR UTILITY PLAN — A — NNNNAA WIRING SCHEDULE SEC. 25, T. 23 N., R. 4 E., W.M. CHANNELIZATION NOTES L�,N COMM SCM CONOUCMR ORCM LUMINAIRE SCHEDULE O LANE LINE PER CITY OF RENTON S . PLAN DWG. 1 2 PVC 2- 8 ILLUM. NO. LOCATION OFFSET NO. HR-02. � z 2• PVC 2-#6 ILLUM. SERVICE CABINET BREAKER SCHEDULE CL 2' PVC PULL STRING SPARE CIRCUIT BREAKER RAWOONTACTOR LOAD REMARK 1 37+00 35' LT O DOUBLE YELLOW CENTER LINE PER CITY OF CL 3 2' PVC 2- 4 SERVICE 2 35+80 35' RT RENTON STD. PLAN DWG. NO. HR-01. 4 2' PVC 2-3C(SH) SIGNAL MAIN 200A17.3 3 34+60 35' LT SIGNAL SOA4.7 FUTURE NOT USED THIS SHEET. 2' PVC PULL SIRING SPARE 4 33+40 35' RT5 2' PVC 2- 8 ILLUM. ILLUM. 3DA5.3 5 }2+20 35' lT2' PVC PULL STRING SPARE BRIDGE ILLUM. 50A7.2 6 31+00 }5' RT O APPROACH UNE PER CTTY OF RENTON STD. PLAN IRRIGATION 20A0.1 FUTURE DWG. N0. HR-02. LT STA 25+93 8 28+60 35' RT O5 PLASTIC CROSSWALK UNE PER CITY OF RENTON 9 27+40 35' LT SM. PLAN DWG. NO.HR-13. RI 1-2 ROAD STOP cv 11 26+00 35' LT O PLASTIC STOP LINE. 24'. PLACEMENT PER WSDOT Z 24x48 ��O��D a _ STD. PLAN H-5c. O STA 132+57 �n 0 PLASTIC TYPE 2L ARROW PER WSDOT STD. PLAN W Cn 8 • R1-1 7 2 H-5c TYPE III BARRICADE # •i•• 3000 4 w . OB NOT USED THIS SHEEP. a WHITE/RED 8' WIDE ) -e OM4-1 1 x • STA 132+57 t O9 PAINT BULLNOSE OF CURB YELLOW. W �i• c OM4-1 6 2 .__I STA 132+57 m RI 1-2 ROAD STA 2132+57 CLOSED Z \- 28+00 cr cn OM4-1 / �� S.W. 27TH ST. i STA 24+85 5 ,/•. _ _ _ _ _ _ \ 2 O 3 'LSi : �� N, �' O 7 \ O'V 2 1 \, ,0 R1-1 011-1 2 -\ 5 STA 131+41 STOP 24x24 Bkl;�" $ 1 \ 11 Evta M4-12 \ ^ \\\ STA 26+440 STA 27+00 yt 5 '\ . .• \ V •• R4-7 \_ Q OM4-1 \` �Q 6 STOP d1b D11-1 24x30 \- STA 24+85 . f�k 11"W-u b0 • • •i i 'Q RI-1 DEOrx M4-11 •:• m, GOAD OM4-1 1 STA 0131 37 No 108x1181 ••• 1 CLOSED STA 24+85 ROTOR R5-3 STA 28+87 N R11-2 Q 24x48 O+ x STq40 STA 24+85 �1 GENERAL ILLUMINATION NOTES PROPOSED ILLUMINATION LEGEND ' 1. ALL PVC CONDUIT SHALL CONTAIN EQUIPMENT GROUNDING CONDUCTOR. ® SERVICE/ILLUMINATION CABINET (SEE SIGNAL PLANS) ALL CONDUIT UNDER THE ROADWAY SHALL BE RIGID METAL CONDUIT. �].l CONSTRUCTION NOTES 2. NUMBER 10 POLE AND BRACKET CABLE SHALL BE USED UP EACH r rC LUMINAIRE POLE. 1 PROVIDE AND INSTALL JUNCTION BOX OF THE TYPE m TYPE 1 JUNCTION BOX SHOWN ON THE PLANS. BOXES SHALL BE 3. LUMINAIRE SHALL BE 400 WATT. TYPE III M-40OA2 CUTOFF HPS. - ADJUSTED TO FINAL GRADE. SEE STD. PLAN TYPE 2 JUNCTION BOX J-1 1 a. 4. ALL LUMINAIRE EXTENSIONS SHALL BE 8 FEET LONG. 0 O PROVIDE FOUNDATION PER STD. PLAN J-tb. 5. FUSE LUMINAIRES IN POLE BASE. (I TYPE 3 JUNCTION BOX INSTALL LUMINAIRE POLE, LUMINAIRE EXTENSION 6. SPLICES SHALL BE MADE IN JUNCTION BOXES. ---- ILLUMINATION CONDUIT AND WIRING AND TYPE 1 JUNCTION BOX. SEE SPECIAL PROVISIONS. 7. STREET LIGHT POLE LOCATIONS SHALL BE STAKED BY THE ENGINEER. Q WIRE NOTE 3O PROVIDE AND INSTALL TYPED SERVICE CABINET PER WSDOT STD. PLAN J-3a 8. JUNCTION BOX LOCATIONS AND CONDUIT RUNS ARE SHOWN O CONSTRUCTION NOTE SCHEMATICALLY AND MAY BE ADJUSTED IN FIELD. - t� INSTALL TYPE R1 INDUCTION LOOP PER DETAIL 9. ALL SIGNS INSTALLED ON LUMINAIRE STANDARDS SHALL BE BANDED DRAWING SG7. WITH S.S. BRACKETS AND STRAPS PER, WSDOT STD. PLAN G-9. OINSTALL TYPE R3 INDUCTION LOOP PER DETAIL SCALE DRAWING SG1. O SPLICE LOOPS TO EXISTING LOOP TERMINATION. 20 0 20 40 FEET 90% REVIEW CITY OF RENTON OS CITY OF CHECK NOT F FOR Perteet- a D RENTON TON SW 27TH ST./STRANDER BLVD.CONNECTION "" Ka PHASE 1,SEGMENT 1 CONSTRUCTION DATUM z�o�coev�+n-.�.aoo Planning/Building/Public works Dept. STA 24+50 TO STA 30+00 CH """""`""°°°°' NO. REVISION BY DATE APPR CHANNELIZATION,SIGNING AND ILLUMINATION A-NNNNAA SEC. 25, T. 23 N., R. 4 E., W.M. SEE DRAWING CH1 FOR CHANNEUZATION NOTES GENERAL ILLUMINATION (� NOTES. O1 LANE LINE PER CITY OF RENTON STD. PUN DWG. NO. HR-02. d O DOUBLE YELLOW CENTER LINE PER CITY OF RENTON STD. PLAN DWG. NO. HR-01. d O3 NOT USED THIS SHEET. O4 APPROACH LINE PER CITY OF RENTON STD. PLAN DWG. NO. HR-02. OS PLASTIC CROSSWALK LINE PER CITY OF RENTON STD. PLAN DWG. NO.HR-13. O PLASTIC STOP UNE, 24% PLACEMENT PER WSDOT Z STD. PLAN H-5c. U 0 O7 PLASTIC TYPE 2L ARROW PER WSDOT STD. PLAN FJ5H-Sc � W O8 NOT USED THIS SHEET. a. F- O9 PAINT BULLNOSE OF CURB YELLOW. X W DEAD m W14-1 30x30 [AND . W Z w1 s-2A< 0 O)-) STA 31+00 C dd i i' F _ 2 4 5 5 2 C >E e `e SCALE 20 0 20 40 FEET 4 90% REVIEW y _ 1 '20' "°""""� �% ,�- CITY OF CITY OF RENTON CHECK PRINT m SW 27TH ST./STRANDER BLVD.CONNECTION _ NOT FOR Perteet K '�" lam L-___� DAnM RENTON PHASE 1,SEGMENT 1 CONSTRUCTION arm coe,��,,,,,y,d„y� Planning/Building/Public Works Dept.�5-zs:. a�, ,s.e 9/ e/ a STA 30+00 TO STA 35+50 CH2 y Ewna.WaL.opunV!?01 NO. REVISION BY DATE APPR CHANNELIZATION,SIGNING AND ILLUMINATION - - G A-NNNNAA SEC. 25, T. 23 N., R. 4 E., W.M. SEE DRAWING CH1 FOR CHANNELIZATION NOTES GENERAL ILLUMINATION (n NOTES. O LA EHLINE02 TD PER CITY OF RENTON S . PUN DWG. �' O2 DOUBLE YELLOW CENTER LINE PER CITY OF C RENTON STD. PLAN DWG. NO. HR-01. 0 O3 NOT USED THIS SHEEP. (D APPROACH LINE PER CITY OF RENTON STD. PLAN DWG. NO. HR-02. • I O TA PLAN R SSW 0. HR- 3.R CITY OF RENTON S O6 PLASTIC STOP LINE. 24% PLACEMENT PER WSDOT Z ® STD. PLAN H-5c. i 7O PLASTIC TYPE 2L ARROW PER WSDOT STD. PLAN v U) I H-Sc a Z I 8O NOT USED THIS SHEET. a 1-- 4 t♦'} O9 PAINT BULLNOSE OF CURB YELLOW. W I � d I STA37+00 00 SPEED '�ppi�pp q �® ccLS9WU�g 24x30 30x3O ®UMET O Z 2 Q STA 38+16 2 7 cc flH1+1 In ® ® 6 5 6 o 0 0 0 0 1+^ ty v Y J N I O U N 9 S.W. 27TH ST. (n Z - 39 00 40+00 o _ 41A W Q S 8W25'05" E I— - i—I - - —I— - - = T - o-r-- - �� - - S 88 24'32" I- - —I + o Z C� J � N 9c - N I O ='Lj N • 4 I 1— V I Q ---- -------- --------- ------------ 6 5 II II II II II I HH� o t 2 1 1 4 6 QDi m ' + R4-7 l'J'1eJ 6 0 q 24x30 9CF Ol 1-1 a 0 1 eECIN M4-11 te 18x,B D11-1 MOTOR Rs-3 I N z - ! STA 35+87 BIKE WE wylm z M4-12 Euo STA 37+50 Q z I Y F STA 37+50 I d� Ld � Y Q �I 0 1, o i SCALE 20 0 20 40 FEET i 90% REVIEW S 1. . w.o°:a7... CITY OF RENTON 4-11-05 I CHECK PRINT ap CITY OF SW 27TH ST./STRANDER BLVD.CONNECTION Perteet- 7K RENTON I NOT FOR °" us PHASE 1,SEGMENT 1 �uzsz-zzoo i,aooeu-e9oo DATUM ? CONSTRUCTION Planning/Building/Public Works Dept. STA 32+50 TO STA 41+00 CH3 ! - E.•rv•.Wmtirpim BE30 u[.a'von� i N0. REVISION BY OATS APPR �..".o< CHANNELIZATION,SIGNING,AND ILLUMINATION ' A-NNNNAA STOP BAR LOOP INSTALLATION NOTES LEAD-IN TO ROUND 4 LOOP SAWCUT 1. INSTALL JUNCTION BOX AND LEAD-IN CONDUIT. CENTER OF g d 2. SAWCUT LOOP SLOTS AND LEAD-IN SLOTS. LANE a I 4 LOOP SERIES 14 TWISTED PAIR 3. LAY OUT LOOP WIRE STARTING AT JUNCTION BOX, ALLOWING NUMBER 6 TWISTS METER 5' MINIMUM SLACK. STOP BAR SEE NOTE #6 4 45' 4. INSTALL WIRE IN LOOP SLOT AS SHOWN. 12" ROUND LOOP TO CONTROLLER SEE LOOP SAWCUT SAWCUT 45' 5. FINISH LAYING OUT WIRE AT JUNCTION BOX AND IDENTIFY LEADS 4' DETAIL (TYP.) 4 Z 2C(S) WITH LOOP NUMBER AND "S" FOR START AND "F" FOR FINISH. AKA ( EDGE OF PAVED O TO ADDITIONAL 6. TWIST EACH PAIR OF LEAD WIRES TWO TIMES PER FOOT FROM SHOULDER 4 w z LOOPS WHERE LOOP TO JUNCTION BOX. REVERSE DIRECTION OF TWIST FOR EACH W APPLICABLE SUCCESSIVE PAIR INSTALLED. FOR CONDUIT STUBOUTLOCATION SEE LOOP STUBX s . 7. CONSTRUCT SUPPLEMENTAL SPLICE CONTAINING ANY SERIES OR B OUT CONDUIT PLACEMENT UJ F1 S1 PARALLEL LOOP CONNECTIONS REQUIRED IN PLANS. SUPPLEMENTAL DETAILS p SPLICES ARE SUBJECT TO THE SAME REQUIREMENTS SHOWN FOR > THE LOOP LEAD AND SHIELDED CABLE SPLICE. J (TYP.) 8 TO ADDITIONAL NUMBER I JUNCTION BOX pp LOOP SERIES 8. SPLICE LOOP LEADS OR SUPPLEMENTAL SPLICE LEADS TO SHIELDED (TYP.) I LOOPS WHERE w 'F2 `F3 CABLE AS NOTED IN THE PLANS. APPLICABLE I D LOOP SAWCUT 0 9. COMPLETE INSTALLATION AND TEST LOOP CIRCUITS OR COMBINATION I 'V. DETAIL z SPUCE LOOP CIRCUITS. SEE STANDARD SPECIFICATION 8-20.3(14)D. I A A Fes- j'S2 *S3 KR 10. FRONT OF LOOP SHALL BE MEASURED FROM BACK OF STOP BAR, OR cn TO ADDITIONAL BACK OF CROSSWALK WHERE NO STOP BAR IS INSTALLED. I SPLICES LOOPS WHERE APPLICABLE 11. CONDUIT FOR LOOP STUBOUT SHALL BE SCHEDULE 40 PVC. B I TO ADDITIONAL JUNCTION BOX B I LOOPS WHERE 12. LABEL ALL LOOP LEAD IN WIRES WITH BOTH LOOP NUMBER C D APPLICABLE 'S=START AND LOOP SERIES NUMBER ON TYPE R3 LOOPS AS SHOWN BELOW. C I D CENTER OF 'F=FINISH LANE C LOOP SERIES SPLICES, SEE LOOP WINDING DETAIL NUMBER TO ADDITIONAL C I B LOOPS WHERE I rlB APPLICABLE B I LOOP NUMBER LOOP LEAD IN WIRE LABEL: B LX X X FOR CONDUIT STUBOUT 6' L x x x — X X LOCATION SEE LOOP STUB �A TYPE R3 INDUCTION LOOP I A A OUT CONDUIT PLACEMENT DETAILS = TO ADDITIONAL LOOPS WHERE LOOP NUMBER LOOP SERIES NUMBER TYPE R3 TYPE R1 F 14 TWISTED PAIR APPLICABLE s 2 TWISTS/FOOT 'F1 DASH s OR F INDUCTION LOOP INDUCTION LOOP 7 SEE NOTE #6 � `S1 TO CONTROLLER 5 5 FULL DEPTH SAWCUT 2C(S) 1 1 MATCH EXISTING MATERIAL O1 SEALANT TO ENCAPSULATE CONDUCTORS - Z Z Z 3" CRUSHED SPLICE Kri SEE SPECIAL PROVISIONS. SURFACING TOP COURSE O2 LOOP WIRE - #14 AWG. x x x z (WHERE SAWCUTTING IS JUNCTION BOX REQUIRED) TYPE R1 INDUCTION LOOP O3 LEAD-IN WIRES: (SEE INSTALLATION Ln NOTES) THREE PAIR MAXIMUM PER w N ro SAND SAWCUT. ' .= `� `� 2 2 CONDUIT O4 EXTEND SAWCUT SUFFICIENT LENGTH TO .'. PROVIDE FULL SAWCUT DEPTH AROUND CORNERS. W = CONDUIT DIAMETER I —'i W PLUS 2" OS WEARING COURSE (LOOPS SHALL BE 0.25" MINIMUM 0.50" MINIMUM 0.50" MINIMUM APPLICABLE IN IMPROVED AREAS LOOP WINDING DETAILS NEW ALLEDEM NT RIIORSTO FIN LIFT IF WHERE WIDTH SAWCUT WIDTH SAWCUT WIDTH SAWCUT WHERE SAWCUTTING IS NECESSARY APPLICABLE. SECTION A-A SECTION B—B SECTION C—C BETWEEN CONDUIT S AND ASSOCIATED JUNCTIONN BO BOX.X. 6 FILL WITH SEALANT. SEE NOTE 6 SEE NOTE 6 SECTION D—D 90% REVIEW CHECK PRINT Q, NONE • CITY OF CITY OF RENTON SW 27TH ST./STRANDER BLVD.CONNECTION _ NOT FOR Perteet a. � RENTON PHASE 1,SEGMENT 1 .z0- byroiieooais esoo L—_^'�' I DATUM CONSTRUCTION x.°.cony,­­ Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR ROUND LOOP DETAIL TYPE R1 AND R3 c A-NNNNAA FS'IEC 2`5, T. 12Z) ­1 Ch CL C 8 SIDEWALK PLANTING C DECIDUOUS TREE Z LP5 STRIP DETAIL, TYP. LP5 PLANTING DETAIL, TYP. APPROX. LIMIT OF O OF4GRIADING U LIMITSALS TYP. SEE w (n o DRWG NO. EC1 W n� \ a F- W \ A MEDIAN PLA LP5 ILNTING ED DETA f� m C DECIDUOUS TREE \ LP5 PLANTING DETAIL, TYP. CE 27+ �\ 0o SW 27th ST. Z F _ 28+00 F— /® \ -A \ \ \\ a " 102j \\ ems\ 8 SIDEWALK PLANTING - \ \ .\ LPS STRIP DETAIL, TYP. 8Ar g 7 �p 5 \ SEE SHEET LP4 FOR \\ PLANTING SCHEDULE, Hough Beck 0kl LEGEND, PLANTING NOTES, SCALE &Baird Inc. & ABBREVIATIONS 20 D 20 40 k LANDSCAPE ARCHITECTURE FEET PLANNING 9OZ REVIEW-CHECKPRINT NOT FOR CONSTRUCTION § URBAN DESIGN AT IN TO a Perteet < WASNINGTON °'" ° "��•� CITY �E CITY OFRENTON �a-11-os REGISTERED '� Engineering Inc. « .. '} 1 LANDSCAPE ARCNRECT ' J" �..o „ RENTON SW 27th ST./STRANDER BLVD.CONNECTION- `n°°°°" zrvr c.tn Avenue.S.R.ON-E—tt,WA 98201 -(425)252-T70a `` PHASE 1,SEGMENT 1 215 WESTLAKE AVENUE NORTH 1 0,..,.R1-C� SEATTLE, WASHINGTON 98109-5217 COLEEN R. HOUGH — F_ DATUM Planning/Building/Public Works Dept. STA 24+50 TO STA 30+00 LP 1 206 682-3051 CERTIFICATE NO. 318 T NO. REVISION BY DATE APPR "'^°�� PLANTING PLAN - NNNNPH SEE SHEET LP4 FOR PLANTING SCHEDULE, LEGEND, PLANTING NOTES, & ABBREVIATIONS z Z ♦_per� U vJ W z w a � X W J CD W C DECIDUOUS TREE z Q LP5 PLANTING DETAIL. TYP. cc N O O - ::; .:. O S� �n APPROX. LIMIT OF �Q(-D B SIDEWALK PLANTING PLANTING EQUALS 6 0 Z LP5 STRIP DETAIL, TYP. LIMITS OF GRADING, / - TYP. SEE DRWG NO. EC2 SIT 27th ST - �L E _ - B SIDEWALK PLANTING � LP5 STRIP DETAIL, TYP. 9 k - FVl FILL FILL FILL��- C DECIDUOUS TREE LP5 PLANTING DETAIL. TV. A MEDIAN PLANTING $ LP5 BED DETAIL SEE FEDERAL RESERVE n BANK DRWG•S FOR € Hough Beck PLANTING IN THIS AREA & Baird Inc. SCALE 20 0 20 40 LANDSCAPE ARCHITECTURE FEET 4 PLANNING 9OZ REVIEW-CHECKPRINT NOT FOR CONSTRUCTION URBAN DESIGN FATE oP a Perteet wASHI."ED Engineering Inc. CITY OF CITY OF RENTON REGISTERED w�/1.1 ;= >3- 4-11-OS LANDSCAPE ARCHITECT JH SW 27th ST./STRANDER BLVD.CONNECTION- 215 WESTLAKE AVENUE NORTH 2777 Colby Avenue•Suite Ba0•Everett.Wit B820t (425)252-7700 0.....RL GM RENTON PHASE 1,SEGMENT 1 SEATTLE. WASHINGTON 98109-5217 COLEEN R. HOUGH I— __� OATUM E 206 682-3051 CERTIFICATE NO. 318 f't8 Planning/building/Pubic Works Dept. STA 30+00 TO STA 35+50 LP2 NO. REVISION BY DATE APPR ^^"wm `""'�"a' > � PLANTING PLAN A1 — NNNNT1 (� SEC. 25 T. _? f'J. R. 4 E W.M. d� d. • w I z Z o w Z & W o w 1n o � I 0 t --) C DECIDUOUS TREE CC) ccLP5 PLANTING DETAIL. TYP. C DECIDUOUS TREE W I Q LP5 PLANTING DETAIL, TYP. 1 z I END PROJECT H I __,--"STA 38+73 U7 1 FILL FILL LO N Y j I � d A MEDIAN PLANTING � I / LP5 BED DETAIL B SIDEWALK PLANTING Ea-- CD LP5 STRIP DETAIL, TYP. (n Z . . . 30+00 37+00 / 38+00 39 00 40+00 - 41 I- - Lo LA.1 Q ZC SW 27th ST. + - sa-i 32- - --�- - - I- - -I I J CDI ,n I LLJ 1 N I �\ 777-77 1 I.w ; I � \ rILL B SIDEWALK PLANTING i LP5 STRIP DETAIL, TYP. i T� 8 i 10 J I 3 �\ APPROX. LIMIT OF p C DECIDUOUS TREE PLANTING EQUALS O LPS PLANTING DETAIL, TYP. LIMITS OF + > SW 27th ST. STA. 38+99.59 A P= g GRADING, TYP. SEE Q OAKESDALE AVE. SW. STA. 152+00.00 DRWG NO. EC3 Ljj gg I -i b W Q Z Q 3 to w t Y $ � I a0 �1 SEE SHEET LP4 FOR Z g PLANTING SCHEDULE, 7 Hough Beck nn� LEGEND, PLANTING NOTES, SCALE E U & ABBREVIATIONS E &Baird Inc. 2D O Zo 40 s• LANDSCAPE ARCHITECTURE FEET PLANNING 90% REVIEW-CHECKPRINT NOT FOR CONSTRUCTION URBAN DESIGN STA1E of a Perteet , WASHINCION REdSTERED Engineering Inc. �-� CITY OF CITY OFRENTON 4-11-05 - - - LANDSCAPE ARCHRECT ' iN ''- SW 27th ST./STRANDER BLVD.CONNECTION- 215 WESTLAKE AVENUE NORTH Z707 Colby A.eaue•Sut4 aoo e..r.tt,♦A aeml •(425)252-7700 R E N TO N SEATTLE. WASHINGTON 98109-5217 �RL CM DATUM PHASE 1,SEGMENT 1 c' 206 682-3051 CERTIFICATE R. HOUGH ' CERTIFICATE N0. 318 FE9 ' 'a Planning/Building/Pubic Works Dept. STA 35+50 TO STA 39+00LP3 NO. REVISION BY GATE MAPPRw...� • PLANTING PLAN U u A— NNNNAA v� CL PLANTING SCHEDULE SYM. QTY. SCIENTIFIC/COMMON NAME SIZE/REMARKS SYM. QTY. SCIENTIFIC/COMMON NAME SIZE/REMARKS TREES GROUNDCOVERS 12 Fraxinus americans 'Autumn 2" Cal; B&B; Full, well 2,346 S.Y. SOD LAWN See Spec's Z Purple'/ branched & well rooted. Straight z O AUTUMN PURPLE ASH central leader & single trunk. 13 Symmetrical branching habit. 3 Z MI .51 ACRE EROSION CONTROL SEED See Spec's W a � X 30 Zelkova serrato 'Musachino'/ 2" Cal; B&B; Full, well 11J MUSACHINO ZELKOVA branched & well rooted. Straight Q 0 central leader & single trunk. J Symmetrical branching habit. ED 23 Acer rubrum 'Karpick'/ 2" Cal; B&B; Full, well I2 KARPICK RED MAPLE branched & well rooted. Straight LIJ 0 central leader & single trunk. 0 Symmetrical branching habit. Z Q H U) PLANTING NOTES ABBREVIATIONS 1. ANY DISCREPANCIES W/ THE DRWG'S AND/OR SPEC'S & SITE & AND STA STATION CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF ENG. APPROX. APPROXIMATELY SYM. SYMBOL PRIOR TO PROCEEDING W/ CONSTRUCTION. CONC. CONCRETE TYP. TYPICAL C.Y. CUBIC YARD W/ WITH LEGEND 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES DIA. DIAMETER CAL CALIPER PRIOR TO BEGINNING CONSTRUCTION. DRWG, DRWG'S DRAWING(S) B&B BALLED AND BURLAPPED EXIST'G EXISTING #,NO. NUMBER ELECDETAIL IDENTIFICATION 3. PLANT MATERIAL LOCATIONS SHALL BE COORDINATED W/ MAX. ELECTRICAL EN. QUANTITY LP1 SHEET IDENTIFICATION SPRINKLER IRRIGATION HEAD LOCATIONS TO AVOID ANY MAX. MAXIMUM ENG. ENGINEER CONFLICTS. MFR'S MANUFACTURERS HT. HEIGHT MIN. MINIMUM P.S.I. POUNDS PER SQUARE INCH m 4. PLANTING DRAWING IS BASED UPON BASE DRAWINGS GATED O.C. ON CENTER S.Y. SQUARE YARD STREET LIGHT & JUNCTION BOX—SEE DRWG'S NO.'S CH1—CH3 SPEC SPECIFICATIONS P.S.I. POUNDS PER SQUARE INCH 3/21/05. PREPARED BY: PERTEET INC. % PERCENT PVC POLYVINYLCHLORIDE EA. EACH SCHED. SCHEDULE FILL PROPOSED FILL LINE—SEE DRWG'S NO.'S EC1—EC3 5. OFFSET COLUMNAR STREET TREE TRUNKS MIN. 20' FROM ETC ET CETERA ADJACENT STREET LIGHT & 5' FROM ADJACENT FIRE HYDRANT. GPM GALLONS PER MINUTE MEDIAN STREET TREES SHALL BE SPACED 60' O.C. & C.F. CUBIC FOOT SIDEWALK PLANTING STRIP TREES SHALL BE SPACED 40' O.C. CONTRACTOR SHALL FIELD STAKE TREE LAYOUT FOR ENG. APPROVAL PRIOR TO PLANTING. F x Hough Beck & Baird Inc. LANDSCAPE ARCHITECTURE PLANNING 9O% REVIEW-CHECKPRINT NOT FOR CONSTRUCTION 4 URBAN DESIGN STATE Or Perteet WASHINGTON o„, " d�4-11-05 REGISTERED Engineering, Inc. " ��' CITY OF CITY OF RENTON £ LANDSCAPE ARCHITECT �H '� SW 27th ST./STRANDEfl BLVD.CONNECTION- ' 215 WESTLAKE AVENUE NORTH Z707 Cotbr Arenue•Suite 900-Everett,WA D8201 -(425)252-7i00 �"RL.Cu -� RENTON PHASE 1,SEGMENT 1 SEATTLE. WASHINGTON 98109-5217 COLEEN R. HOUGH _ .1 DATUM Planning/Building/Public Works Dept. PLANTING SCHEDULE,LEGEND,PLANTING NOTES �LP4 206 682-3051 CERTIFICATE NO. 318 rL6 NO. REVISION BY DATE APPR ^^^we """m"'0iY' � &ABBREVIATIONS JAI-IN NNNAA PROVIDE & INSTALL 12" DEPTH ROOT BARRIER ADJACENT TO CONC. SIDEWALK OR ASPHALT PATH & 18" DEPTH ROOT BARRIER ADJACENT TO CONC. CURB. INSTALL ONE (1) INCH BELOW TOP OF Chi CONC. & ABUT SIDE EDGE OF CONC. ROOT BARRIER SHALL BE TWENTY (20) FOOT LENGTHS & BE CENTERED ON EA. TREE n TRUNK. m d PROVIDE & INSTALL 24" DEPTH ROOT BARRIER ADJACENT TO CONC. CURB. INSTALL ONE (1) INCH BELOW TOP OF CONC. & ABUT SIDE PLANTING STRIP WIDTH EDGE OF CONC. ROOT BARRIER SHALL BE TWENTY (20) FOOT .14 —7 LENGTHS & BE CENTERED ON EA. TREE TRUNK. SOD LAW ROOT BARRIER - ROOT BARRIER 24" DEPTH, PROVIDE CONTINUOUS.9" 12" DEPTH, SEE SPEC'S ROOT BARRIER - z TYP.-SEE SPECS. HT. CROWN ALONG SIDEWALK OR ASPHALT 18" DEPTH, SEE SPECS CENTERLINE OF MEDIAN CONC. CURB & GUTTER, SEE CIVIL PAVING DETAILS � _O MEDIAN WIDTH PATH -SEE CIVIL w SOD LAWN PAVING DETAILS o Z CONC- CURB & GUTTER, W SEE DRWG NO. RS1 ~ 12" MIN. DEPTH TOPSOIL TYPE A. INSTALL MAX. 6" FINISH GRADE - ROADWAY, TYP. W 9" DEPTH OF TOPSOIL & COMPACT TO 85% MAX. �:;;;<;^: DENSITY PRIOR TO ADDING FOLLOWING LIFTS OF + + + + + + '•'� '=`'.'�:A"i' TOPSOIL. + + + + + + + + ♦ + + + + ED •'' ,;•: -.'T.; .'A-r: r.,,:.';: - Fiw' SEE TYPICAL ROADWAY oT + + + + + + + ... + + + a - _ �o SECTION, DRWG NO. RS1 + + + + + + + + + + + 12" MIN. DEPTH TOPSOIL TYPE A. ��'� INSTALL MAX. 6" DEPTH OF TOPSOIL & � + + + + + + + + + + + COMPACT SUBGRADE Q COMPACT TO 85% MAX. DENSITY PRIOR Q II -� I '� TO ADDING FOLLOWING LIFTS OF PROVIDE & INSTALL A TWO (2) INCH DEPTH OF TOPSOIL. COMPOST & SCARIFY/ROTOTILL SUBGRADE TO A MIN. F_ PROVIDE & INSTALL A TWO (2) INCH l r fl I' TWELVE (12) INCH DEPTH. COMPACT TO 85% MAX. C DEPTH OF COMPOST & 4'' - II; SECTION DENSITY PRIOR TO PLACING TOPSOIL TYPE A. SCARIFY/ROTOTILL SUBGRADE TO A ) I EXIST'G o MIN. TWELVE (12) INCH DEPTH. �I-1 �� SUBGRADE .1 B SIDEWALK PLANTING STRIP DETAIL COMPACT TO 85% MAX. DENSITY ,�T iF_PRIOR TO PLACING TOPSOIL TYPE A. PROVIDE & INSTALL SIX (6) DRAINAGE NOT TO SCALE SECTION DRYWELLS PER ENG. FIELD DIRECTIVE. DRYWELLS SHALL CONSIST OF A MIN. TWO (2) C.Y. GRAVEL BACKFILL FOR DRYWELLS. LOCATE IN MEDIAN AREAS WHERE POOR DRAINING SUBGRADE SOILS ARE IDENTIFIED BY ENG. MULCH TREE RING SHALL BE AMEDIAN PLANTING BED DETAIL CHAIN LOCK TREE TIE. INSTALL NOT TO SCALE 2" OUTSIDE OF TREE STAKES PER MFR'S INSTRUCTIONS. TREE TRUNK N SECURE TO WOOD STAKE WITH ROOTBALL #2 PENNY COMMON NAIL (ONE PER STAKE). MAINTAIN 1" CLEARANCE BETWEEN THE TREE O TRUNK & CHAIN LOCK. LODGEPOLE PINE TREE STAKES.. PLAN 2" DIA. DOWELED STAKE W/ CHAMFERED TOP, 6" CONICAL POINT & PRESSURE TREATED a' Y CHAIN LOCK TREE TIE. SECURE TO 2" DIA. WOOD STAKES N TREE TRUNK- —TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH = 2" SAWDUST/ - GRADE. SLOPE TO DRAIN g o w MANURE MULCH 2" DIA. WOOD STAKES KEEP CLEAR OF ROOTBALL n 10 x x _1 FINISH GRADE 8a[ m t=- OPEN BURLAP AROUND TRUNK. CUT & REMOVE TOP o o 1/3 OF BURLAP O 1:1 SLOPE ON SIDES OF PLANTING HOLE iv z 11 I FERTILIZER, TYP. THOROUGHLY MIX INTO BACKFILL UNDISTURBED EXISTING 12" GREATER BACKFILL W/ 2/3 TOPSOIL "TYPE A" & 1/3 EXISTING s SOIL THAN DIA. OF SOIL- THOROUGHLY WATER SETTLE ROOTBALL e s SECTION Hough Beck (� DECIDUOUS TREE PLANTING DETAIL &Baird Inc. ��� `� NOT TO SCALE LANDSCAPE ARCHITECTURE PLANNING 90% REVIEW-CHECKPRINT NOT FOR CONSTRUCTION < URBAN DESIGN STATE OF a Perteet WASHINGTON �w CITY OF CITY OF RENTON REGISTERED Engineering, Inc. �'-' a-tt-o5 tANDsaRE ARCHi1Ecr �H � R EN TON SW 27th ST./STRANDER BLVD.CONNECTION- 215 WESTLAKE AVENUE NORTH ZW Colby Avenue•Suite 09-Everett,WA 9=1 •(44)M-7M S • SEATTLE. WASHINGTON 98109-5217 COLEEN R. HOUGH — RL 6M `11 PHASE 1,SEGMENT 1 �. � DATUM 206 682-3051 CERTIFICATE N0. 318 ite Planning/Building/Public Works Dept. LP5 NO. REVISION BY DATE APPR PLANTING DETAILS A— NNNNAA EC. 25, T. 11 I?. 4 E . ,-1. NOTE: SEE SHEETS IR4 FOR IRRIGATION SCHEDULE, � IRRIGATION NOTES, DETAIL & LEGEND O 43.6 11 ' w 0o Z k W �� \ 1Y4" a � � W \ 3/4'. 1. 1 3,4.. vv IYl _Y4" IRRIGATION CONTROLLER k \ 2" 2" MAINLINE �� 42.9 3 -SEE DRWG NO.'S \ i `34 Z CH1-CH3 FOR ELEC. c 4" 27+00 Q 41.3 IT- SERVICE. FIELD VERIFY \ / % _ �- } - - _ _ 0 4 91` INSTALLATION LOCATION \ \ / ' 28+0 F- W/ ENG. PRIOR TO 34 1Y4" U) BEGINNING WORK. 6" SLEEVE 6>,-00 , `w 2�TN 1" 1" 2 MAINLINE " 2 Sj \ / , ,� 2" 2" MAINLINE ` y� � �4 3'i 1„ 3'4 i 6" SLEEVE \� \ 3'4" 34"1 tY4 14 ` \ _y4" 2" MAINLINE 1 3/4" 2" \ \ OO 6.. SLEEVE 1. ` \ \ nQ) �ov DRAWING IS SCHEMATIC - \ 2" MAINLIN _Y4' IRRIGATION POINT ss LOCATE ALL IRRIGATION PIPE & IR4 OF CONNECTION �, \ EQUIPMENT WITHIN PLANTING \ 1" 'y4' X �\ AREAS WHERE POSSIBLE k = 4 1" 2" �O \ 1Y4" 1" Q \ 42.9 o \ \ Hough Beck o� & Baird Inc. a�U� SCALE LANDSCAPE ARCHITECTURE 20 0 FEET 20 40 PLANNING 9OZ REVIEW-CHECKPRINT NOT FOR CONSTRUCTION URBAN DESIGN STATE 0E a Perteet _ _ RRECSTEREED C Engineering, Inc. Q ,m. °'" ""'°°"'"' :.n CITY OF CITY OFRENTON w�4-11-05 IaJoscraE ARCHITECT '" -[� SW 27th ST./STRANDER BLVD.CONNECTION- • 215 WESTLAKE AVENUE NORTH 2707 Colby Auue ve •S.Re 900.Everett REN TON IIA 98201 (42S)252-7700 `u .ucmuc SEATTLE, WASHINGTON 98109-5217 "�"��.Cu PHASE 1,SEGMENT 1 206 682-3051 COLEEN R. HOUGH DATUM CERTIFICATE N0. 318 Fie Planning/Building/Public Works Dept. STA 24+50 TO STA 30+00 IR� N0. REVISION BY DATE APPR IRRIGATION PLAN ' A- NNNNA, A NOTE: SEE SHEETS IR4 FOR IRRIGATION SCHEDULE, IRRIGATION NOTES, DETAIL & LEGEND z l_0^^ U vJ O Z W a x w J m W Z Q _ F- 41.3 OO 3i" 42.9 12 42 74 0 � ^ 3/4 \ 3i" 6 Y2� 42.9 Vk 'P _� \ 42. 1 3i / 74" 42.9 39.2 Y" 1" 34" / �4" --------------- fV C' \ 1" j�.. V 2j�47 W u \ \ 2" ;;// U -y4" 1 2" / / 74 A /4„ 4\ \ \ \ 74" � \ � 1.. 1• �4" 74 74 � / / / 1" 1" / � 7 `� / ``,, 74" \ \ \ \ -'" \ _ — 2" MAINLINE 2 1' 3{"— i 74" S . 4 \ �� _ \ 1Y / 1., �4.. 74 \ \ 1" -y4" -Y4" - - 222"" MAINLINE DRAWING IS SCHEMATIC - LOCATE ALL IRRIGATION PIPE & EQUIPMENT WITHIN PLANTING AREAS WHERE POSSIBLE Y e Hough Beck SCALE &Baird Inc. ad U 20 0 20 40 LANDSCAPE ARCHITECTURE FEET PLANNING 90% REVIEW-CHECKPRINT NOT FOR CONSTRUCTION URBAN DESIGN a Perteet q ATE OF i WASHINGTON . �w 4-11-05 REGISTERED V Engineering, Inc. :.n CITY OF CITY OF $ LANDSCAPE ARCHITECT JH � REN-r0N SW 27th ST./STRANDER BLVD.CONNECTION- 215 WESTLAKE AVENUE NORTH Z707 Colb,Avenue•Suite 900 •Everett,RA 98201 •(425)252-7700 `11 PHASE 1,SEGMENT 1 d,> SEATTLE. WASHINGTON 98109-5217 0..•"ay. Cu COLEEN R. HOUGH DATUM 206 682-3051 CERTIFICATE NO. 318 rLa Planning/Building/Public Works Dept. STA 30+00 TO STA 35+50 IR2 NO. REVISION BY DATE APPR IRRIGATION PLAN A- NNNNAA EC. 2F5, T. ? f!., 11". E., W.P,71. v� NOTE: SEE SHEETS IR4 FOR CL IRRIGATION SCHEDULE, a IRRIGATION NOTES, DETAIL & LEGEND p U vJ Z O a W O t X r) W `n � I J m W 43.6 a 13 E l,,! O F F O,J E CT Cr , TA 3S+7 L7 �K" " I I / � N - - �4- -- - - - - - - �4., 2" MAINLINE J Q (D I— Z �K" 36+00 m 37+00 38+00 1 39 00 - - 40+00 41; z �4" SW27TH ST. i + S 88-24',2"E W 2" MAINLINE Y4" I L:_I I w \ \\\ 43.6 DRAWING IS SCHEMATIC Q — 44 6 LOCATE ALL IRRIGATION PIPE 1 Li J & EQUIPMENT WITHIN PLANTING AREAS WHERE < \ POSSIBLE U)I o LI Z \ J C I \\ 0 0 t j \\SW 27th ST. STA. 38+99.59 A P= rT Q OAKESDALE AVE. SW. STA. 152+00.00 i J w in to l LAJ Y a Q �1 O oI Hough Beck SCALE & Baird Inc. a� 20 Q 20 40 LANDSCAPE ARCHITECTURE FEET PLANNING 90% REVIEW-CHECKPRINT NOT FOR CONSTRUCTION URBAN DESIGN STA T OF a Perteet _ _ TON REGITEED Engineering, Inc. n ,ox °" "'°'°""•°' :.n CITY OF CITY OFRENTON 4-11-05 REGISTERED -1` LANDSCAPE/JiCHffECT J" REN TON SW 27th ST./STRANDER BLVD.CONNECTION- 215 WESTtAKE AVENUE NORTH 2707 Colby A.enue•Suite 900.Ere M.TA 9=1 •(425)252-7700 y¢ PHASE 1,SEGMENT 1��"JV.CM SEATTLE, WASHINGTON 98109-5217 COLEEN R. HOUGH DATUM plannin 8uildin P p R3 206 682-3051 CERTIFICATE NO. 318 FUB g/ g/ ublic Works Dept. STA 35+50 TO STA 39+00 NO. REVISION BY DATE APPR IRRIGATION PLAN A — NNNN4P v� a IRRIGATION SCHEDULE IRRIGATION NOTES 1. THERE IS A LOSS OF PRESSURE IN EACH PIPE FITTING DUE TO FRICTION & ADDITIONAL HEADS MAY BE NEEDED DUE TO FIELD CONDITIONS. THESE RAINBIRD 1804-SAM-PRS-12 SERIES POP-UP SPRAY HEADS 12' 4" 'ILU LOSSES ARE COMPENSATED FOR BY ADDING TEN (10) PERCENT TO THE MFR'S E a, n RADIUS AT 30 P.S.I. PROVIDE & INSTALL APPROPRIATE ARC NOZZLE TO IRS — — - PIPE SLEEVES (CLASS 200 PVC) W/ SIZE RATED G.P.M. FOR EACH NOZZLE. IRS FIT ANY SHAPE OF PLANTING AREA. C 1-1/2" 2. LOCATE QUICK COUPLING VALVE & AUTOMATIC CONTROL VALVES IN AREAS AT LATERAL LINE (CLASS 200 PVC) W/ SIZE POINT OF EASY ACCESS. ENG. TO REVIEW & APPROVE FINAL LOCATION OF ALL Z RAINBIRD 1804-SAM-PRS-I5SST SERIES POP-UP SIDE STRIP SPRAY IRS QUICK COUPLERS & AUTOMATIC CONTROL VALVES PRIOR TO INSTALLATION. $ Q E HEAD AT 30 P.S.I. PROVIDE & INSTALL APPROPRIATE ARC NOZZLE TO C 2" MAINLINE MAINLINE (SCHED. 40 PVC) IRS FIT ANY SHAPE OF PLANTING AREA. IRS 3.HEAD LOCATION MUST BE ADJUSTED IN THE FIELD TO COMPLY W/ EXIST G SITE w z CONDITIONS, PLANT MATERIALS & ANY OTHER ITEMS DEEMED APPROPRIATE BY o F (b 3/4" MANUAL DRAIN VALVE. CHAMPION 20ORS-075 (3/4") THE ENG. a F- RAINBIRD 1804-SAM-PRS-I5EST SERIES POP-UP END STRIP SPRAY DRAIN VALVE. PROVIDE OWNER W/ TWO (2) VALVE KEYS x ClHEAD AT 30 P.S.I. PROVIDE & INSTALL APPROPRIATE ARC NOZZLE TO 4. EXIST'G STATIC P.S.I. AT IRRIGATION METER IS 68 P.S.I. INFORMATION PROVIDED W IRS FIT ANY SHAPE OF PLANTING AREA. QUICK COUPLING VALVES- RAINBIRD 44 EY; PROVIDE OWNER W/ 44K COUPLER B KEY SH-1 HOSE SWIVEL & 2049 LID KEY; BY ABDOUL GAFOUR, CITY OF RENTON, RECEIVED ON 3/22/05. PRIOR TO 0 IRS INSTALLATION OF IRRIGATION SYSTEM, CONTRACTOR SHALL FIELD VERIFY EXIST'G W/ TWO (2) SETS OF THE FOLLOWING: J COUPLER KEYS P.S.I. NOTIFY ENG. OF ANY DISCREPANCIES BETWEEN THE DESIGN P.S.I. & EXIST'G m HOSE SWIVELS P.M. P.S.I. PRIOR TO PROCEEDING W/ WORK. V / ALVE SIZE LID KEYS W 3/4" DRAIN VALVE 5. SYSTEM DESIGNED TO 30 P.S.I. (SPRAY HEADS). z 2" FLOW SENSOR A Q 1-1/2" BACKFLOW PREVENTER � AUTOMATIC CONTROL VALVES W/ SIZE- RAINBIRD EFB-CP SERIES 6. IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVING LOCATIONS W/ < 2-1/2" MASTER IR6 GENERAL CONTRACTOR. CONTROL VALVE A E 1-1/2" METER - IRS O 1-1/2" HAMMOND GATE VALVE MODEL 667 OR APPROVED EQUAL 7.DRAWING IS SCHEMATIC. ACTUAL LOCATIONS MAY VARY DUE TO PLANT 2" PVC SEE DRWG. NO.'S MATERIALS, UTILITIES OR EXIST'G CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR MAINLINE m _ _T2' _ CH1-CH3 A LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. CALL 1-800-424-5550 MATCO-NORCA 754 SERIES 2" BRASS BALL VALVE TWO (2) DAYS PRIOR TO DIGGING ON-SITE. FLOW BALL VALVE 8. ALL IRRIGATION SLEEVING TO BE STAKED IN THE FIELD & LOCATED ON DIRECTION © CONTROLLER EL SSAK24PS16NS(1 or 4) 24 STATION IRRIGATION DIMENSIONED "AS-BUILT" DRAWING TO ALLOW FUTURE LOCATION & USE. IR6 IRRIGATION POINT OF 9.AIR BLOW IRRIGATION SYSTEM THROUGH QUICK COUPLERS TO WINTERIZE IG IRRATION SYSTEM. NO NNECTION (P.O.C.) A 1-1/2" FEBCO 850Y BACKFLOW PREVENTER 10. WHERE PIPE SIZES ARE NOT SHOWN ON THE PLAN, PIPE SHALL BE SIZED TO THE A O SCALE IRS Dd PER CODE REQUIREMENTS NEXT LARGEST PIPE SIZE SHOWN UPSTREAM ON THE PLAN. 11. SEE DRWG. NO. LP4 FOR ABBREVIATIONS. a1-1/2" IRRIGATION WATER METER- SEE DRWG. NO.'S CH1-CH3 12.CITY SHALL REVIEW AND APPROVE MAINLINE & LATERAL LINE INSTALLATION A JIG IRRIGATION POINT OF CONNECTION PRIOR TO BACKFILLING. CONTACT MR TERRY FLATLEY, CITY OF RENTON (425) IR4 �J� 430-6601 MIN. 48 HOURS PRIOR TO REVIEW. ® TORO 220 2-1/2" MASTER CONTROL VALVE IR6 #220-26-0-9 B � DATA INDUSTRIES 2" FLOW SENSOR #IR220P • IR6 LEGEND A DETAIL IDENTIFICATION IR1 SHEET IDENTIFICATION Hough Beck &Baird Inc. @ LANDSCAPE ARCHITECTURE PLANNING 9O% REVIEW-CHECKPRINT NOT FOR CONSTRUCTION URBAN DESIGN STATE Or � Perteet WASHINDTON Engineering Inc. o "'°'""��� ;,r1 CITY OF CITY OF RENTON 4-11-05 REGISTERED "",.�+ SW 27th ST./STRANDER BLVD.CONNECTION- ' _ LMIDSCAPE ARCHITECT , JM � ` 215 WESTLAKE AVENUE NORTH 2707 Colby A� .n -Suit.900 •It—tt,1EA 9=1 •(425)252-7700 Jy CM RENTON PHASE 1,SEGMENT 1 SEATTLE. WASHINGTON 98109-5217 COLEEN R. HOUGH "'�"""'^•"��""""" I � DATUM ,1 206 682-3051 CERTIFICATE NO. 318 FLe Pic mmnq/Buldlnq/Public Works Dept. IR4 NO. REVISION BY DATE APPR a. IRRIGATION SCHEDULE,IRRIGATION NOTES,DETAIL&LEGEND I � NNNN �1 �1 NOTE: TOP OF SOD THATCH SHALL PROVIDE & INSTALL 4" DIA. DRAIN BE FLUSH TO TOP OF BOX. NOTE: TOP OF SOD THATCH SHALL U)EL PIPE TO A 2'x2'x2' GRAVEL SUMP. VALVE KEY BE FLUSH TO TOP OF BOX. LOCATE SUMP APPROX. 3'-5' REFER TO QUICK HANDLE TO O- DOWNHILL FROM POINT OF COUPLER RISER CLEAR TOP OF O_ CONNECTION. ENG. TO REVIEW PIPE CARSON BOX W/ ASSEMBLY DETAIL BOX BY 2" MIN. VALVE BOX (10" ROUND) HARDSURFACE d . IN SUMP LOCATIONS PRIOR TO LOCKING LID OR 12" MIN (PAVEMENT, WALLS, FINISH 'f CURB, ETC.) INSTALLATION APPROVED EQUAL GRADE FINISH CLEARANCE GRADE 1" CLEAR MANUAL SCHED. 80 NIPPLE BALL VALVE SCHED. 80 UNION z Z SCHED. 80 Uo 1" DIA SCHED. OOOO. 00 O SUMP GRAVEL 3" MIN. DEPTH Q NIPPLE 80 PVC PIPE AT 0000 0000 1 W C/) Z`ao 18" LENGTH W/ I` 1 QUICK COUPLING VALVE a Z U SCHED. z - HOLES FOR "U" a 111 04�' °�3 80 m BOLT STOCKESS STEEL ANCHOR LOW" BOLT ON VALVESSNUGIMUM TO FIT X 000000000000 °c°�O^` 000000� 000000000 — PVC 00 000000000000000000 12" o 0 o c o 0 0 0 o NIPPLE I SUPPORT VALVE BOX WITH FOUR (4) 0 0 0 0 o 0 0 •- W „0°0°,0 0°0„ ,•,M IN.,I o°0°o°C o°0°0°0° „o„o„o, „o„o„o„o„ BRICKS TYP. 0 TO BACKFLOW LOCKING NUT & J SUMP —� PR TER I I II III IC# WASHER TYP. SCHED. 80 PVC NIPPLE m 90 DEGREE SCHED. TO PVC KNOCKOUTS IN BOX TO SCHED. 40 PVC TXT 90 RAVEL SUMP 4" MIN. 40 PVC ° MAINLINE FIT OVER PVC PIPE SCHED. 80 PVC NIPPLE w AN11-ROTATION DEVICE L(J DEPTH SCHED. 40 PVC STREET ELL � 2 C.F. GRAVEL--�' �` SUPPORT BOXES WITH FOUR (4) SUMP REFER TO MANUAL z TO METER BRICKS PER BOX TYP. DRAIN VALVE cc Q 4" DIA. PERFORATED DRAIN PIPE (SEE NOTE ABOVE) ASSEMBLY DETAIL (4 FINISH GRADE PVC MAINLINE SCHED. 40 PVC TEE OR ELL A BACKFLOW PREVENTER ASSEMBLY B QUICK COUPLING VALVE NOT TO SCALE NOT TO SCALE (V ONTINUOUS 2" FINISH GRADE BACKFILL MATERIAL (SEE TOP OF SOD a0 SPEC'S.) MATERIAL THATCH SHALL BE TOP OF SOD THATCH AROUND PIPE. TYPICAL FLUSH TO TOP OF SHALL BE FLUSH TO TOP BEDDING EACH PIPE BOX. OF BOX. CARBON BOX W/ LOCKING LID PVC LATERAL LINE OR APPROVED EQUAL POP-"NRADE FINISH GRADE TRENCH COMPACTED ADJUS BACKFILL (EARTH FILL) SEE SPECS. PAVING & BASE MARLEX 90 f�—MARLEX 90 DEGREE COURSE, SEE DEGREE STREET ELL PVC MAINLINE CIVIL DRWG'S STREET ELL Q_ ARLEX 90 DEGREE . �•••• ` WIRES TAPED IN A BUNDLE SCHED. 40 — STREET ELL & LOCATED UNDER PIPE PVC BUSHING D. _SCHED. 80 PVC RISER SIZE REQUIRED PVC NIPPLE (2" DIA.) • AS REQUIRED 11 • " (8" MIN. LENGTH) (45 DEGREE MAX. NOTE: OMPACT SUBGRADE PVC__ VC ANGLE FROM HORIZONTAL POSITION)AL PVC TEE (2 DIA.) ALL MAIN AND/OR _ _ _ _ LATER LATERAL PIPE UNDER I—I I—I : . :.,..; `:',:..` I—III—I I LINE TRIPLE SWING JOINT RISER ASSEMBLY OPTION PAVEMENTS SHALL BE —III=III : `'. , III—I I PVC LATERAL i GRADE SLEEVED. FINISH OR MAINLINE m9cmgE I APPROX. 1" IN SOD AREAS. TOP SEE DETAIL -III III OF SOD THATCH SHALL BE FLUSH TO TOP OF BOX. II - = CRUSHED 6" LONG PVC - NIPPLE (2" DIA.) SCHED. 40 _I ^: ,,' SURFACING TOP POP-UP SPRAY HEAD ADJUST PVC TEE SCHED. 40 MAIN AND/OR LATERAL I—I COURSE, COMPACT PVC NIPPLE OR ELL PVC BUSHING III TO 95% MAX. 90 DEGREE ELL TO FINISH GRADE (2" DIA.) AS REQUIRED C PIPE TRENCH DETAIL =1 "=:.:`:°: ;= I— DENSITY BARBED INSERT 90 MARLEX DEGREE STREET ELL NOT TO SCALE 114-'... ...:.;: III FITTING SCHED. 40 PVC SCHED. 80 -I "':' ':• I—_ STREET ELL I II II PVC NIPPLE I I .':...:. .:_-;�.� -- III. SWING PIPE OR FUNNY _ PIPE SLEEVE W/ PIPE. 12" MIN. LENGTH SCHED. 40 PVC TEE OR ELL 2 C.F. 90 DEGREE REQUIRED. GRAVEL SCHED. 40 III 1-, IRRIGATION PIPE SUMP PVC ELL & CONTROL 90 DEGREE —I ELL BARBED O O < SCHED. 80 WIRES 0 I I- PVC LATERAL LINE INSERT FITTING �00 0 0 0 000 0 PVC NIPPLE III=III—)I I=I I I I I trfi--- COMPACT SUBGRADE 0 0 0 O 0 0 MANUAL DRAIN VALVE )000 Ono MIRAFI 140 N WRAP/ COVER OVER STREET ELL OPENING Hough Beck SWING PIPE OR FUNNY PIPE JOINT ASSEMBLY OPTION OR APPROVED EQUAL &Baird Inc. ��� p PIPE SLEEVE GROUNDCOVER HEAD RISER ASSEMBLY (POP-UP) MANUAL DRAIN VALVE ASSEMBLY LANDSCAPE ARCHITECTURE NOT TO SCALE NOT TO SCALE NOT TO SCALE g PLANNING 90% REVIEW-CHECKPRINT NOT FOR CONSTRUCTION URBAN DESIGN STATE of > Perteet tPNLVWASHINGTONm REG6TARC Engineering Inc. ' °�""'"' F ,.� CITY OF CITY OF RENTON a 4-11-05 OS";"ARCHITECT t �H 215 WESTLAKE AVENUE NORTH Z707 Colby A---Suite 900•L—U.WA 9MI (425)252-7700 -� REN TON SW 27th ST./STRANDER BLVD.CONNECTION- 206 6E, WASHINGTON 98109-5217 COUEEN R. HOUGH _ "'•Cu PHASE 1,SEGMENT 1 206 682-3051 CERTIFICATE NO. 318 FLB Plan ring/Building/Public Works Dept. IRS NO. REVISION BY DATE APPR •m°•°-a� IRRIGATION DETAILS a. A — NNNNAA TOP OF SOD THATCH SHALL BE FLUSH —CARSON VALVE BOX U) TO TOP OF BOX. WITH LOCKING LID 0_ OR APPROVED EQUAL FINISH GRADE 0_ SCHED. 80 SCHED. UNION — 80 PVC NIPPLE 1 2 3 14 � z SCHED. 80 UNION PVC LATERAL LINE 1 2 3 z 0 12 i w co VALVE PER 8 7 - - 8 - 5 8 Z II DRAWING II a w 90 , X DEGREE w SCHED. 40 I I FLOW Q PVC ELL CLEARANCE ADAPTER SCHED. PVC FEMALE 5 5 o-o 0-0-o-0-o-0-o-o-o-c o- J SCHED. o°o° o°o°o°o°o°o°o°o°a°c oo�r—SUPPORT VALVE BOX $ g 4 10 11 13 9 8 10 11 ED 80 0000000°0°0°0°0°0°0°0°0°o°o°c o°o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I i PVC „0„o0o0ono0o0o0o00 Oog0000000000c 00000, WITH FOUR (4) w NIPPLECcoswROL SCHED. 40 PVC 0000fl 0CBRICKS TYP. BUSHING AS REQUIRED SCHED. 80 PVC NIPPLE Z CHED. 40 PVC TEE OR ELL C.F. SUMP GRAVEL. FILL Cc C SUPPLY LINE BOTTOM OF BOX AS REQUIRED 6 6 c~n WIRES SECTION/ELEVATION e AUTOMATIC VALVE ASSEMBLY—PVC O1 FINISH GRADE O RPVC EQUIRED MAINLINE SEE LENGTH PLANS AS 12 PVC MALE ADAPTER (TYP.) NOT TO SCALE O2 VALVE BOX & COVER FOR TYPE AND DEPTH 13 MASTER CONTROL VALVE OCABLE WITHM 2" MINON O GRAVEL (1 C.F.) 74 FLUSH TOP O FTSO OP OFTHATCH HALL BE TORO SENTINEL TOP SERVICE COIL AND WATERPROOF O 1 ENTRY IRRIGATION WIRE SPLICE CONNECTORS 10 CONTINUOUS BRICK SUPPORTS 1 2 CONTROLLER 4 LOCATE PIPE 11 VALVE RE BOX EXTENSIONS 3 O 2" CONDUIT FOR SENSOR IRE O FIELD WIRES UP TO 24 STATIONS O PVC 45 DEGREE ELL (TYP.) NOTES: 2 5 O3/4" CONDUIT SEE PLANS, LEGEND AND FOR GROUND O MINIMUM lox PIPE DIAMETER UPSTREAM & SPECIFICATIONS FOR 4 6 O3/4" CONDUIT MINIMUM 5x PIPE DIAMETER DOWNSTREAM ADDITIONAL INSTALLATION 4 FOOR INPUT POWER OF STRAIGHT PIPE NOTES. PER LOCAL & 7 NATIONAL ELECTRICAL O7 PVC 45 DEGREE ELL (TYP.) CODES REDUCE DOWN TO FLOW METER SIZE AS NECESSARY 6" MIN. FLOW SENSOR / MASTER CONTROL VALVE DETAIL O5 2" CONDUIT FOR NOT TO SCALE FIELD WIRES i I 25-48 STATIONS FINISHED SURFACE SLOPE TO DRAIN r _ i CONCRETE FOOTING _ I O1/2 CONDUIT FOR SENSOR WIRES FRONT RIGHT—SIDE SECTION/ELEVATION SECTION/ELEVATION NOTE: ALL CONDUITS SHALL EXTEND MIN. 6" BEYOND EDGE OF CONC. FOOTING AND BE MIN. 18" DEPTH BELOW FINISH GRADE. V 3 IRRIGATION CONTROLLER Y (STAINLESS STEEL) Hough Beck NOT TO SCALE nn € & Baird Inc. LANDSCAPE ARCHITECTURE PLANNING 9OZ REVIEW—CHECKPRINT NOT FOR CONSTRUCTION 4 URBAN DESIGN OF Perteet STATE WAS"'"°T°" Engineering Inc. °� � CITY OF a a-7-05 "EcisrEREO CITY OF RENTON wOscAIS ucwTecT ' �" y SW 27th ST./STRANDER BLVD.CONNECTION- 215 WE AVENGE NORTH 2707 Colby Amue•SWte 9W -lNerett,rA 9=1 •(425)252-7700 �� C0 REN TON PHASE 1,SEGMENT 1 • SEATTLE, WASHINGTON 98109-5217 COLEEN R. HOUGH ""'�"'-"�"�""""'—^ 206 682-3051 CERTIFICATE N0. 318 FLe Planning/Building/Public Works Dept. o.,..�IR6 NO. REVISION BY DATE APPR IRRIGATION DETAILS15 " — NNNNP �1 ' NORTH 1 N P _. IE 1 .40 1 1 I1 i I ' IJ I I FF`i.EF S.D II -f k\ V- �',� +✓ SCALE STEM IT,-, BE \ \ i ).T, ...y 40 6. 11'_TFi.'TED ,1:. /. '!� ti ��1. --'b• _,0 0 10 EF PATE TE II ( ?? r c,I ,; ✓ � � .'�.. I L 1 _ v F'Ef'I:11T FOR F�FEFEI4.,,E I S - ��\ II ICH = Cn FEET w .041E 1 I r - I - \ 50 `:•� uC EE:FC,IATIC`LIc uuq \ L CAP' 4IIL :.TUEJ I ,- . T� `Re \ :\ :��� i -- - FF('.FEF:T-� LIME \ z _ � TP�CT Cl F'PI FEFTf .., - �`• .'. =_ FI.HT F •+ � I _ a UIIE, �I ITF�.,T:.,F �\ \ -..gym, - �� Q \ , p ,;,. '•,IDE I"I _. y_\ / err, WE I-1110 E'U FFEP LIIJE H LL FF - ..\ \ t _ .. E. i t F'CdIi ATES - 1 , a W lf_)�FA-TIiE z T! FFS F FC'P -[?FLIP E IC IE Q CCIIIIEi TIC II. I'' - \c•:,G'..\ ?�'': �"+,. \� J ` \��'�' - - - WEiL:I1D -,`.IJ,CRVATI 111 I'FEA 6rn.lIID.:F� `•LC•FE =FF- HGPI=OIJTA L:'>'EPTI,:-L) LL ELETOP C-F c �1.63 - -��..t•r i - !,1 / - �\ ``O .�� -..\ J! Z.�Y`��. z� A Y F EEF'.-,�PC, _ - a Z ELEv g, a, I I \ 1 i':i _+ RATER cLlr E !•d+=.i m 9:I ���-� I 1 5D _ `c`IAIEII7 �. i I \°>/ ✓ (/�2 "-Cr C .:F f lr L11 =, ti I 1 EJTTfIA1 OF FUII IT T-BEE I I -I. _ fnIAUTi ELL Z ��., 4� ELE1�=tf.18 i PT14_nS; `p Ja.S.y Rf.•; TF fT [ I I I- 1 1 \ - f 9337 r E- `` 15 1J-'�n-'��_- - _ F�_11IT`UMEEF. I FTHII - - - E4 T I I I `` 1 ��' S /' \ mob. C t JL 4E C am--_ 6:41 W LIMIT, CF FI. I - �l 0 q_; \`\ f _ A e E i ��.�`.SCE FTI W Fk F'EFT LII9E \ \ 5" BERM v 1 it U _ W I y 29 FT2 Y.T3 .. E AI IT F WAZ ER I 1 \ ` ,•, 4 .UUALITr _ELL '1 ' \ �`. \ ��.-�` FT4 - �,••� \ -1 ELEV=13.1.3 ,\ \ fi o ` \, `_ ;(. CATCH d SIII FL`A FT°. IFo 6i.EB - • ^^ ^`' f LL Ii I _ &jTTOM N-ETLAND DISPERSION IT FE 1 CEl - -1 C'AP FI'D STLB-, .Cr FUF I Y, SLOPE=U:S r fJLET FIFE WITH / FIM-1� .t .P�6 FPBSF TPA' I - , I I L11EBFIS EAPPIEP f._ t Ir F .T D Fr UFERTr I a,c IE(Us:-t4.5S LIfIE. fOIiTR-CT.P SHALL I I ;`tee - \11 - q _:. t -`CIE 1 1 \\ -/ r j PT' 1r 41�.3_� 12rc_'`_•.; _\ FFQVILE E). T l JFDIH ATE. , I i 1 tl-'^ �� , ( 1 E IJ33;13.54 `� OF<P E L tA.Tli_II Tr FFE`_ I w n u ' piu EERH FF•.II i PTS 16 ale .XfF CJIIIEC TIf I1. Z I t• - - ' EE _AC , FT4. 7J •TS \ t / C `/. CF(71 IFLFrJEII �. I- Prn 1r _co: 29:-r.J.0 li ,I,.r'C .1 `.. (',f \. I 6S _ la .. PT10 toc =61 1''93G=6.51 F R=401),)' \_ FT,.3 �. / L.'� r L=7Y r• FTit PTI_ Iry 4 BOTTOM OF W0 CT 1 9 a 1 EI:IERFL 1�t��'' CELL #2 .. `. •,.,� FT1 tl,�_. ,*; 19 C.I_'.u7 _.. ^..`LFI 1^'c., .I. �i ... ' ELEV=15.23 - ` �.� / _ OVEP,FLfN FTI4 5'VIIAPF Pa.LL FLASH g. 5D3 F,: r - Sp. I PT,S PT,2 ` / ✓ m, tt5_4a,i.1 1�9_ _0.0G z\" 7' WIG .. L+ •,: i _ 1' THIr 5 FT7 r._I �• �-L 62.E5 f f ! _T G F_IIG [c IGIIEC TO 20O7 NP SHIIFT"111STA / 1 / , R 40.00' + 2' BERM '," / ,. DEP'.eT1.IElIT LF ECOLOGT STANDARDS. E C.-90 00'03-I i ELE d=22r5S ...... _ _.._. / _.. ... _._ `. ACCESS POAD ! / I I FT11 / _. ATI _ „YIN -. HE C T.N TART.RnAD J. TYPICAL S�ECTICnJ CUT OF ITHE TRACTIDtF OI�ID AND, - - E 16j 49_7 Pi' REvUIFED ST(.R4._E Vl7LUf'ES ARE SHC 104 A! SHEET SD2. E-1293490 G PT'J - - - ~, 4. LINER _HALL BE IHSTI.LLED.UNDER FCUD (FEE SHT. SD_) - / EDGE Or EEF.Id S...FGF STATI0NING AIID CEI,TEPLITIE IHFI_FMATI+'!I1 SEE - / SHEET Fri AND FG2. F:R DATUM AND CCd ITP.OL POINTS, S'•`EPDPUP /£TLAHD SEE „H T: k,P1. .' j \ t P - ✓; / EOLII JDAR'r LIIJE _ \ ✓ ! \�1 , - 1/� -6. FOP TPACT D FLANT)IIG..EE LANDSCAPE FL-I:=. \\ 7. MA.IHTEHAl ICE ti.C.E�, TO EnaEF,EI7C r ;vEFFLOW I: FF.Oh1 a \ I ✓ ��E./ r" Y�ATER OU`LIT-r .ELL '2-IJD 6' PERM TC-P OF FFEEEUARD ,J �' \�`.y+ETL IJD cON'.EF.'✓ATION 3. FFI P TO PPC IE T C_MPIETI011 COIITPACTUP SHALL AREA P 41IIDFF I- PP+_ ICE AS-E19LTS AHG EFIFlF,.TICI-! TO THE CITY OF PEIITIdI PUBLIC JJOFt.1 Gu.ARTHENT THAT THE COHSTPUCTED F IID CC!LT1415 THE FEOUIPED DETEI-JTIU!I -ANDWATER OLIA c J/ SD2 LI Tl `JOLVIIES AS 11'JDL_ATED C!Id SHEET s I •�.. ,\ ; / � f h.ElI11^.TES. \FF6SF SD SYSTEM '(. I. SPOT ELEVATIONS ,a,Earl: r,F SIDEWALK =.PE FOR _ C 9. ACCESS ROAD SHALL P Q PTO 6E CONSTRUCTED \ S S •� REFERENCE ONLY' CIA-17FAC.T:R SHALL .EEIF` kTH E CRASSCRETE PAVERS p UNDEP. SEPARATE F,OADWc:Y PROFILES .IID SECTIONS. 10- CONTRACTOR HALL PEFFfiRM DEWATEFIP12 A5 I REFERENCE FERENCEON F>F / \ - 2. CONTP..ACTOR SHALL INSTALL 2.4 1,1AFtEP F:AII)TED OF.'EEIA F.ECOMMEHOED Ili THE GE IE.HIIICAL FEPOFT WATER PEFEFENCE ONLY) /' / TO IDEIJTIFY END OF PIPE. REMOVED DL!RIIiU DEWATEPIUG SHALL BE FILTEPED TO l.b EEMOVE SEDIMENT FFIi,P TO DISCHAPI:E TO THE EASTIPH1_ 5 WETLAND. g • 90% REVIEW Conaultinp Enpineero :,,sw.F,n�n. •;e CHECK PRINT �Mne t"_2U' " a CITY OF RENTON 04 ,2-CS NOT FOR SW 27TH ST./STRANDER BLVD.CONNECTION a ocw Srwuer F o e.re_6° CONSTRUCTION lal 1s Dept. PHASE 1,SEGMENT 1 ° n.t Fca�•� _ I1C'. REVISION El' DATE APPR + `� y.h. \� F IS D TRACT D DRAINAGE CONTROL PLAN - f''JI��'If' ! i\IV - ' - - EEF7.1 r CTH T`-iP I FFEEE" F'D- - �.E EL=_, I EEPA ( FL-' i�_. I a I •A.F IE. SEE FL=.11=) E lCTE iU—� a —� T:,P •'�F r-FTF,ITI I. r F.,=-,F EF F'I_TF CTEU FEMA tit GDPL=iN a .EP-FATE PFRIAI T) L„— E-.ITIIJCP TFACT D ar C OUFL AIII Pf!i 3 \CtR FLCOFEF Tt C I EL=1G tE EL=15.-9 I1 IO LIIIE 1 t} E OTTrI:1 IF C•ETEIITIC•11 ELEV.=1?.18 11y W ELL pl z F, FEFII WU .ELL p 1 \ ,nN TP.ACTI R HALL 45 fi WIDTH cRIE� t III S FC hl TLH E>I Tllh :F�-PE I FP,:Pr, EC ,FAD•E T BE '.NrTP11r-TED t .EM61EI1T- it ' E FFE F IUI IDER EP,,F-�.TE FEFtAl7,. T F'AGE. .I I : At''WE TLAI IC EI!FFEF N_M I F.k PEFEPCIICE Icr_EI1T TO TP.r WETLAIID _ t T C FFE EI,FFER NORTH cF FF_FTr LIIIE. COUTF. TnF HALL y: EL-1p.18 l _i FF ILE TCLF R;.F - NEP.It CJ._EI IT \- 1 II �i �•: EL=1L.18 - - 2-. THICK SGIL _JL U 7 TiF I•F FFEEE FD m ELE ATI_II I Y TEP ALITi ., r I 6INER UIJUER WATER ._ IIC THEhI f d-15 TR1 I'T A I x s / VOLUIE FE UIFEE=4 0 CF. QUA LIT) CELLS 7 U rN"ij L FE TO CATCH E'-:ISTlllr GF.c.LE. :` ' `.". .VOLUME FRO:IDED=4u.61. CF - FIIIAL C_P CE T•"j TRhll ITICll EETWEEU DETENTIONI n: I z _ a FFE F SITE -.IID TF T U WILL BE ;"•'LU`AE PkC\UEE=161.47? FC IISTFL TED WTH FPE:F PERMIT. LUME FEOVIRED=Ii0.2`a r_F �ECTIUfJ A-a U- I _ SCALE- 1'=20 (Ht,PI_7) 1"=5. (VERT) I SCALE 20 0 10 110 40 STREET - - - 0 P)W - - 111JCH = =0 FEET Y I WETLAND z BUFFER Q SW 27TH m STREET I I/AT-H SW ^7THSTFEET ',-FADE ♦ I/ puz.Y TOP OF FPEEEOAPD W EL 2=.C8(Ti )F' •'� :EFOld a! 7TH -MATCH SIN2�TH STREET 6RA{E W FEtAA FLOI;OFLAIN TFEET 7r.P ITFI�.TII i! I �/1.) o' EEPM TO ACCES_ EIAEP,-0ICr OWEFFLuaa ROW Y ='1 f= _'D.5$� e E•:ISTIIJG GRADE-' - ._ _—_- .. FE ] T,/ W F TC1P -F FFEE60;-.FU / LLl I Y`r EL= 2.38 (T)F) Q _-CCHTPACTOP HALL . L1.1 =v.,a nTTnM C D�F T FI TI!?N L t7.1'v >y31.\ MATH E ISTIIIG :RARE - LL w'< - - BOTTOM F WATER fU LIT! 4. �� d,� E D BUFFER.. 1 fF UETEIi TIOII ELEV 1 f , 6 TLAN l (� � �y�7,,r�ti i 1 r�'y ✓_ >r�'�k� -�.y�x �,�., 1 ,y. ,� ;�,,� ��'. :. 3,s+ rnR FUDODPLAIIJ EL=1c.Ot 1 -18• O .....;.•y81Gi.'� T:3i.�`r ;..S,rW:a3.?.?:.'.�S - �?x! T�..�3.r.:'� ,.'�-:.'R'x:lL'✓, �e�.�.F.��a�" '-eL=76.1 t - 1 •' •, Y I ILRtri _H=LL LTr.H E i TII - C-F.AOE LIP I ER U II-USEOPIL WATER I � •`..• § :ETC ID BUFFER ACCSOVALITY CELLSEOAUS SEC:TIUI`J B-B• 1'" SD PIPE SCALE. 1 =20' (HORIZ) 1"=5' (VEFT) CUNTPUL _TRUCTI'RE RIM=245t SECTI( I J C-C (CONTRACTOR SHALL FIELD I WETLA14D - SCALE. 1" _0 IHC•RIZ) VEFIFY A.ND ADJUST RIIA TO 6E WETLAND I i EUUND 4RY _ I i J f:-ER P. t A60'dE FINISHED GRADE). t5'ACCESS - .•.SUFFER 11 j 1I� I � TOP OF FREEBiIAPD -I I- 2• SHOULDERI EL=22.38 (TYP) -, CJJTPHCTJR SHALL FEMA FLOOOF'LAIN TOP -IF c i` 1 •MATI> EXISTING GRADE - DETENTION ELEV. --1 8 -�.� / I / a WETLAIJU BUFFER. I 20.`�5' J/ E�>:ISTING S - BOTTOM OF DETE!JTI N ELEV.=17 18 12" SD BOTTOM OF WATER DEBRIS 6ARF.IEF, 12" SD ELEV. 17.18 I CATCH BASIN FLOW J SECTION D-D D APT H RIM PWA EXISTS _ SCALE. 1"=20' (HORIZ) I GFADEj I 5' (VEP.T) 90% REVIEW m, NTs CITY OF RENTON Moo-12-C•5� ConsuJTrnp Ergineere i" -71 IY F rn Aven�< CHECK PRINT 061N`iac F ; -Wo NOT FOR M» prw \, SW 27TH ST./STRANDER BLVD.CONNECTION °3 "` CONSTRUCTION Plonnino/Euildlr ,-Purr: t t:. D I PHASE 1,SEGMENT 1 << s vLFan_cn..-.p.I, 110. REVISION BY DATE APPP .M•.U. u -��`• F TRACT D CROSS SECTIONS -✓��? -EL Jj" I r\EFFUJW - - L.t FLEC' DF 11! H L 4.i4; 6:.LT; O_ E. DEL=21.F. I _l ,?3 t 4.11 — c" �X, LT':H A<.rt! PEP -;:iDCT T-teD FD FLAN B-IE _T Lr i .IIE I t FF•CFT 6F I.ET IITH FED TIT IIC�ETE tVLL. "TI` 1I HLI IDHl LC STEP_ .,P I.,E T.4L P-.F.TS H>LL BE CORD -I,fl LADDER s 1Z CN •--EVITEP FE IrT411T 11011 r ,,ACED F PTS PFEFEPFEDUELBOW FESTt_?-1lI.EC FIPE FFTS ,HCLL H ':E ACFH+.LT $. _ ' w , TFErTIIENT T FE I '?. FIPE rIPP:RTS/-- ( rI �- SEE NOTE I MnI 3. FR HE u101 CCEP OF STEFr. TO 6r FF_.ET �. (^ETLAID - 15" P.I'EP_i` R rLE ANOUT T rc z �- - ` BUFFER - - E IS:A IELE FP t,TOP. a � yl L v'E TLAIdG BUFFER �•�• - ->a Imo^ 14.a• 6 LE IS CIE AF _. FI_EF EL=21.6$ '['!N B Cu118 D N ,PA- I IC ALE li IIT, z F� MATCH. I OWLET PIPE` �' INLET 4, Ff SEP FFE SHALL / Exl$TIIJG 11) FIFE :.I.ERFLOW -L BE OPEI1 •� TOF F9F � G'� 11__. GRADE o I �— CIE=17.18 SHEAR COTE '."ITH CONTROL O I`,. OLI i,P.F.'r ---PALLSLE = 17.15/" / F.CD FOP CLEAIIOU7;DF'AIII Y (FC•D BENT AS PEQ APED z - FOR vER TIC RL :-Ur:faPENT IIE'i fIOTE: Q 9ATH COkEP) I;OVIJTRA=TOR SH LLL FIELD VEPIFT Fat ELEVATIrnI m - _ I 1F-�� II--{� - i• SECTION C:F PIPE / 4D ET FIM I -BO'dE F1141SHED C•P.-DE w c E'_:TI O rd B— BAND TEC P6LLOWF REMOVAL - ' F.ESTFICTCiR PLATE W - WITH CP.IFICE DIAMETER=_.4111 W Id OF'TA.P FILLET EI,t1ERCE11(, r OVERFLOW CO[JCPETE EASE FOR BaLL(.bT ViTH;'' �'L'I l HTS 0.19 S0. BI;FT III EACH DIPECTWII (''. _ -, (_( �I'`ITRi)L STF"•'I"11-TUBE w w II 0ji"i PLAID ] aQ ETPIC pP OF F.IT:EP C _ /—MAT RI FL cH PAD - - / OF FPIAL 1 ABODE CP.n11T1 /_C04UNG WATAIIC-E T \ S �" DF PIPE CC'aJPWNG OR FLAtIGE Eie-W �7-.3 ^ ED H DKIDISIVNS RID D IAATEP1--LS LEOTE>:TILE LIIIEP WHERE r NI_ICATED DIA. SMOOTH BAR 4'MAX.IT'rF) --,1 �t • ✓!i PIPE COUPLING J R - - - SPOT WELD BARS TO AT ENE, VIESh' �1 6"Mill - CMF r,,R CFEF LEAST 2 COF.REGA.TICINS o E cMCtjTH INTEFICR OF METAL PIPE(TYP) BOLT TO CPEP SMOOTH ITATEPIOR FIPE. \ SIDE VIEW �5 1 SPLASH PAD 6"MAT: `PLATE WELDED TO ELBOW NTH OFFICE Eq DIAMETEF-5 6 INCHES - y 4 - - NOTE: _ 1. This debris barrier is for Ise oalside roodxays on-pipes. 36 dio and smolt— -e DWG EPIOA(I debr,s borriers - w flees Frojttbng Iremedri�exay or readxoy side slopes. 3 E L B O tIV R E'='TR I C TOR = (,r It I m b et'f)yalvonlc•d and asphalt coaled. \ lL% r- - CPEP lh interior pipe requ;. balls to scc e Ll 11 T_ debris boat.,to pipe. 4� DEBRIS BARRIER 1 �l (CITY OF PE14TO14 STD. DETAIL BRIO) 0% REVIEW 9CHECK PRINT x.a :� ,� CITY OF RENTON „�4 I_ D5 Consulting Engke s -L�, W F•en A.enve NC ,.o,eo°o:za NOT FOR ""ODw SW 27TH ST./STRANDER BLVD.CONNECTION `F';'' CONSTRUCTION �, DATUM Pipru'rmiBudi% Fuhrc :..IL, T PHASE 1,SEGMENT 1 �T$TRUL'T k C IJ D' ai¢FAx s.z o_r. tdn- REVISION BY DATE (.PPP x•.c -000x `� T: - Dept. TRACT D DETAILS - Fir\ir I FTLT ch CL a_ \ \ P.O.0 +� 1 ` WATER M IRRIGATION LEGEND O BACKFLOW y PREVENTER w U M IRRIGATION OTOR HEADS z _ © CONTROLLER A • IRAINBIRD 7005-SERIES 1 w 14 08 04 12.6 6.6 3.8 150 159, 49 39' LD5 LL --I-- _Y4 1 \ Z __. 1• 25.2 Q ` UIPMENT 1 ` � ,��/ `\��\1� � b SYMBOL DESCRIPTION ETAIL 0 RAINBIRD REMOTE VALVE PEB-PRS-D LD5- 0 I ��� ♦ RAINBIRD 44LRC QUICK COUPLER LD5 Y �� ISOLATION GATE VAVVE 4 LD5 Z ��` w z BACKFLOW PREVENTER 1 LD5 -_-- \ \� ` —MA NLATELI E LINE-CLASS 40 PVC�2 PVC LD5 I-Um \��\` �~ __= LEEVE-SCH 40 PVC 2X LINE SIZE LD5 > ���` P.O.0 POINT OF CONNECTION W * \`� ��� 2 \w C ICONTROULER ,I j ----- - I I 1\ �` \ \, 1• 25.2 \ tr d w W— Ir GENERAL NOTES 0 O I 1 + ��� ����� ,� �/, 1. ALL PLANTING AREAS TO BE IRRIGATED BY AUTOMATIC W FEDERAL RESERVE 1 1 Il \ IRRIGATION SYSTEM. BANK CONSTRUCTION, 1 1, 1Y \ �� �4' i O _ 2. LAYOUT OF THE SYSTEM AS SHOWN ON DRAWINGS IS NOT IN CONTRACT �7 1 1 \�ti \���. 1.5- 37.8 DIAGRAMMATIC. IRRIGATION LINES AND VALVES IF SHOWN 1 1 WITHIN PAVED AREAS ARE FOR GRAPHIC CLARITY ONLY AND TO BE PLACED WITHIN LANDSCAPED AREAS WITH 4 THEIR LOCATIONS MODIFIED AS REQUIRED TO AVOID I (I I 1 �� `�� ,•TRACT D PROPERTY LINE2o.ta PLANT MATERIALS, UTILITIES AND OTHER OBSTRUCTIONS. � �j � j 1, ��� �\ �, t- I �\ �\ ,• 3. AVAILABLE STATIC PRESSURE IS TO BE VERIFIED PRIOR (I i TO BEGINING WORK. 2 \ �� �� 74" 4. PROVIDE 80% COVERAGE FOR ALL PLANTING AREAS. FIELD ADJUST SPRINKLER HEAD RADIUS AND ARC FOR MAXIMUM COVERAGE WITHOUT OVER SPRAYING PAVED SURFACES. 7-77 6 I 5. INSTALLED PIPE SHALL NOT CREATE WATER VELOCITY i 4 1 1 1 I 1 i / GREATER THAN 5' PER SECOND. --- 1.72a' , j I I 1.. ,- j/ If / 6. SLEEVES BELOW VEHICULAR PAVING AND SIDEWALKS SHALL/ � I INSTALLED SURFA E. EXTEND ALL S BELOW FINISHED EVES 12"SPAST PAVING. E I MATCHLINE E SHEET LD2 - qA1r a D 0 10 20 - 60 Scale 1-=20' �, MURASE Associates 90%REVIEW 1--20' �` CITY OF RENTON �04-12-05 LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING Ei „: r 9. N. 13th Avenue,Suite RB ' CHECK PRINT CITY OF _ Portland,OR M09 NOT FOR "" IN =•- RENTON STRANDER BLVD EXTENSION-STAGE 1 I�i�a4LYa. Phone: 503-242-I477 Fax:503-295-0942 DATUM Email muraseimurase.cam CONSTRUCTION an Plning/Building/Public Works Dept. LD N0. REVISION BY DATE APPR --- TRACT D IRRIGATION PLAN-NORTH A -NNNNAA I I 1 1 ia" -- --- - I I ; MATCHLINE — SE SHEET LD1 —�— IRRIGATION LEGEND o INBIRD 7005-SERIES Cr_ —--"—- e �\ 1 %/ 1 // / / 14 08 04 112.6. 6.6 3.8 150 9 49 39 LD5 LL QEQUIPMENT 1 , 1 / -.— ___.._..—_; I / / 1 1 / SYMBOL DESCRIPTION EiAIL LL // ; ` j 5 0 RAINBIRD REMOTE VALVE PEB-PRS-D LD5 -- - -- t" 0.1 ♦ RAINBIRD 44LRC QUICK COUPLER LD5 TRACT D PROPERTY LINE / 1" 1 Y / ' \\� �, /// z ISOLATIONKFLOW PREVENT ER 1 L05 Z _ .-.. - �4" / /^ v / i" LATERAL LINE-CLASS 200 PVC LD5 C� - -- _. _ �� • �� MAINLINE-SCH 40 PVC. 2 LD5 w ��" ` ____- LEEVE-SCH 40 PVC 2X LINE SIZE LDS ----- — .�� t" t �.- �\`\ .O.CIEOINT OF CONNECTION cc LLJ ��� •\� / \ C ONTROLLER CC wi --- FEDERAL RESERVE BANK CONSTRUCTION,_ �� �• �� 4" J NOT IN CONTRACT-7 ONTRACT \% \ ,� / • GENERAL NOTES w r-4 \ / 1. ALL PLANTING AREAS TO BE IRRIGATED BY AUTOMATIC 0 V IRRIGATION SYSTEM. LL fir, 2. LAYOUT OF THE SYSTEM AS SHOWN ON DRAWINGS IS 0 DIAGRAMMATIC. IRRIGATION LINES AND VALVES IF SHOWN \ AND WITHIN PE O Y PLACED WITHIN LANDSCAPED AREAS WITH TO BE THEIR LOCATIONS MODIFIED AS REQUIRED TO AVOID PLANT MATERIALS, UTILITIES AND OTHER OBSTRUCTIONS. 3. AVAILABLE STATIC PRESSURE IS TO BE VERIFIED PRIOR TO BEGINING WORK. 4 PROVIFIELD DADJUST SPRINKLER HEAD RADIAGE FOR ALL PLANTING S TAND ARC FOR ----- j 1 / OUTH ARS ' MAXIMUM COVERAGE WITHOUT OVER SPRAYING PAVED W ND f ^^ SURFACES. 5. INSTALLED PIPE SHALL NOT CREATE WATER VELOCITY GREATER THAN 5' PER SECOND. 6. SLEEVES BELOW VEHICULAR PAVING AND SIDEWALKS SHALL BE INSTALLED 24" BELOW FINISHED PAVED SURFACE. EXTEND ALL SLEEVES 12" PAST PAVING. s is 40 a D 0 10 20 BO Scale 1"=20' MURASE Associates 90%REVIEW _ .� Y-20' "" CITY OF RENTON 14-12-05 LANDSCAPE ARCHI7CC7URE/URBAN DESIGN/PLANNING CITY OF • 92e NV 13th Avenue.Suite 240 CHECK PRINT REN TON • I�� Portland,OR 97209 NOT FOR JN STRANDER BLVD EXTENSION-STAGE 1 Phone- 503-242-1477 Fex: 503-295-0942 DATUM Email:murasdimurese.com CONSTRUCTION _Mr BYDATE APPR �^� .o,u.o��. PIO^^10g/Building/Public Works Dept. LD2 N0. REVISION B TRACT D IRRIGATION PLAN-SOUTH A-NNNNAA CQ i r l W O I " �j PLANTING LEGEND W 'o •h:: �.r, ILL c. O EXISTING THEE, TO REMAIN " CA --- I O STREET TREES " r _ SEE DWG. NO. LP 1—LP5 Zm It LILI Lu \ \ r WET MEADOW SIZE/SPACING �e ( • J Q'O Cn T�'.-.ate_-' r '`'`/� ``'`�S'�/`•f'�i,`•`�'-c•_- -?;^„':;^ o� �/,/// W CAREX OBNUPTA SLOUGH SEDGE CLUMPS OF 2 PLUGS, t 2' OC ' . r. .'/' O�i�/ 4 t` r4 +C{. ELEOCHARIS PALUSTRIS SPIKE RUSH CLUMPS OF 2 PLUGS, 12" OC J ' ';. //i/i/i `i �/i/i/i r/i/i/i/i/i `�9\ SCIRPUS ACUTUS HAROSTEM BULRUSH CLUMPS OF 2 PLUGS, 12"OC Q I _ _�_ �1ry _ '.�.�\ �'. �.�././.�\ \ "_ t '`: - SCIRPUS MICROCARPUS SMALL-FRUITED BULRUSH CLUMPS OF 2 PLUGS, 12" OC — - "' ` 3 ,r r SPARGANIUM EMERSUM BUR REED- it z.,•_ \\�\\\O\ 1\��\\�����\�\�\���\�\ �� < t`, LU � :i •... .• /�/�.�/� 9 ai q`,;f�\,`/;,`,;,`,;,\�,\ '' M;_ �. .-',��:- - � /- CLUMPS OF 2 PLUGS, 12"OC _��•/ �I O .41�.';�'��"•:i�i�i�i�/',1 d i�i� �i�/i '•`� t:`'•' �• Lu FEDERAL RESERVE j i�ia/�`,�`.•c::..:;:,i } ,r_. .1 T\ /i/i G/i/� 6 G`i O`O 9\4 It''^a 1- LL l - O\�\O {,� t \/�/!\/\\\\\\\ \O\`\`\\�`O '' r;. Re. 4 R 9�_ UPLAND MEADOW BANK CONSTRUCTION. '= "' •��� _---A-1- NOT IN CONTRACT G o 4//G� SUNMARK SEEDS "STREAMBANK PLUS" o/i SEED MIX. CONTAINING: STREET TREES, 50% FESTUCA RUBRA RED FESCUE HYDROSEEDED 'c;i1, .:/�'���'�: P\\`�?5.���:�:���:%:�:���:'��:\%.: '�%��� a'�•'"`•� -..T r ,,y::?:z;�• SEE DWG: NO. 207. BROMU$ CARINATAS - CALIFORNIA BROME HYDROSEEDED 20% ELYMUS GLAUCUS BLUE WILDRYE LP 1-LPS HYDROSEEDED 10% LARGE LEAF LUPINE LARGELEAF LUPINE HYDROSEEDED •' 1'.•':�:'? /`/ ,/i/�i/iG i i/`���`�i�i/i /`/i//i/i 4/i i/i/i?�`;4 `'._TRACT 0 PROPERTY LINE r.l ,:.. Gam/7 ///i5i/`/i/iG`G\/iG`/`�i/i /i `/\/`i/i0`i/iG``i/ii/ `,(1`�///\ •'): '•'!,_t.,'14`:1;�:`.Y,:i'.-•,'L f`>^,y 5 --—I; : r =: _, l0:,.\.;.`o o;\`\;.';o\ `..°i/i/i/° /:i::: b.`�,,,/ s:'. :„!. < ::.•i L REINFORCED —— '%:/:/:%: UPLAND WOODY PLANTS — SEE DETAIL 1, DWG. N0. l06 PAS o �, •.I,,'••`y-./i/i i/�/7 P`/i/i 4 i i i/i/i G\,�,\\\/,1 / //////G �' _ NC - '-;Y�f���:-.• ...•\•• k`•\•o`c.o\\o...`\`.\ \\o.`\�.o\`.`.`.`�o.`.`o.`o.\`�o\`a�`. - .`t S.• : '.>- CORNUS SERICEA ALLEMANS REDOSIER ' +•. ; /i/i/i/i 4 /i/i/�'/i/i/i G/i/i/i/i/i/i/i �i /i/i/i/i/i/i G/i/i�i�i G/i/i/i/i/i/i/i/i/i/i //i �-' s�:�• �' - � � 1 GAL., 3.5' OC, �.';,•'` �:. /i/i/i/i � //i/i/i/i G/i G/i/i/i/i/i{i/i G /i/i/i/i/i/i/i/i G G G G/i/i/i G G G/i G/i G 4 4 4` "cc'�%i,",. `+ 1•'••i��'"`' 'ALLEMAN$' DOGWOOD TRIANGULAR SPACING G`/i n,J \�\�J�J I• JJ�`\ \`O\`JO<`OOJ \` JO\ \\ \`��O\`OO��\\O\`\400 �f,.^ L'i^ _ _ . d;�'- .\\\.\u � i.o\`. .`..``o o \` . o o\`.�\�'�'�'`` `` •�` SALIX PURPUREA 'NANA' DWARF PURPLEOSIER 1 GAL.. 3.5' OC, - •dt.. ;G\\\, \ \\1 D / � ` / `` �,` �`�/`/` G`G`/`/`/`/`i/`//.,.,\,\,.,\,., WILLOW TRIANGULAR SPACING '�r' -�? '_''i ,\�J���� ��'�d `/��`' \�' ' O'J��'���J O'er��'J'�'���'���/�/�'J'J�''��O��` •y_,�1,�$`�' " / - �,•fi( S'<i % '{..5` 'a �/\/�/�// D�\/\/•I/�/�/�/�/�/�/�/�/�/�/�/ �/ iO0/�/���/�/�/�/���/�/�/�/�%'J'O/�/�/�/��/�/�/�/ '.^xJA , .),-/ REINFORCED TURF PAVING i`ii0 4/i/i/i/i/i `i /i4/i i4`i`/i/i i0 G/s i4�iG�i�i�i/iG�iG iG//i i/'..L' • �•'13 'K c-.,+-� �\\\\ \\ \ o\`o.`o\`oo\�oo.c\`oo.\•\��\\\�\ c '_•y/ SEE DETAIL 2, DWG. NO. LD6 /\/v\�/6�/;�i�////i/ 'k•'_.'�.' ":•j; �••''T /O,�/O,` FO\�\`\l O/\i`i�,�/�,J,�i iy\i\ ,O O,O,O/O O O,O/\� \\/�/`/`/`///`//`i//\/4,�, .� �'c- _ � � 1' . G GJ4i�� r` G•��/O// ``i//�-F-Ti�i` �,./i\/�=l=i�=\�2'�-'i-''?�\`�'`-tl�J�/\�i=�i\�\�'�/ '�'-ryi RIP SPLASH PAD, z ♦\\O'er♦ \\\'�,�,'i\/`i i0��'J'`'O'O J'O 'O \` \\\\\ �\ \\\�\Q\l \��`J ���`... - �• (Y S DWG. NO. SDt - �=' :�'�:{�'\ > , \�Q�, \\��\\ \ \ \\\\\\\\\�O\\O O�\\�\��\�\`�`��` r'_:i;.�:',la. . • r� � �(�•�. t RIP—RAP SPLASH PAD/OVERFLOW � .+�,.;..:;/ G\ �/�/� �\/i�i/iGG/iG/ /-Y /i/i/i/iG G/iG`/i/i/i G`/i/i/i/i/i/i/i4/i �[ '• -/• it \\J \ O t' '�'\/\/\\/\\♦ \�'/\/\/\\\/\/i/�G�i G i/i/i i/i/i/ice/?/i/ ' - l ,✓'{�'i;�,�'/; //i/i /i/i/,4l//\'/�/b/,\\bap\\G\G\�, 'J,,�♦/\/\/\,\,\,0,�,�,\,�,O,O,\�O���O,��\�,O.:='.-`�t�: .�/� `•"� �`r 'f, // �,\ ///'////.:-'� '�• P EM GENCY .:_ . ""` SEE DWG. NO. SDt `\\`PJ\ O\p \\ \\ J\ .',O'�.�`JO�`�J�`JOJ\��`JJJ\`\` O _ �•' ./ - %i G`�`��G�G`i 40/O/\�j/O/O O��� ..�.,,J�\�.t„`�`i�G�4�G`��/�G�G��/�i�G G`%i%i 4�/i/�/i �'_•.•. ' n:.." OVERFL $E G. ti' i• �1i ,r JO J���`�J y'J G`Q'O'O�Q\��\\\ .\�\�\\ \\ �\�\�� _'-t •:: t._c 4•., jf �I / I J,,,^`,L�/�/�/�//G/ ;i�i�i�/G�i�/J'�'�'�/�'J'�1;iJiO . ^:'i`'O+G\;J,���i i�Oi�%%i���'�'�'/ice' f.�i.... ;2 �•> $Dl `t.:.'-:✓ REI FORCED S !I 3.. t {`.'z'�1'>,.�,fi.'^"' ;`/`/�/�/;�/�;.//..4 0 / ' 1'\/// / /`�•'i G s !JG' :,• ( / TUR PAVING_ �: '. ,c,'•a`�>,',r„+„ .;.;•. - � . G/i G/iG`GT`\/`G`i✓i/`/`G�i .'i+'t��+`+;,^ `�`'i�G`/i/i/i/i/i/i/i/`i A i/ •i'„ ': F• , - '>; o\ ...I '. ..• ,i,O J O,�,Q,O,,^,0��/'\�i\i���,1,/ . i 4pr��i G�i\�\i��i�i`fiJ'1-�; :.. '/;;t. � _ _ - /i/i/i G\/�/\/G\/ G\//ice//i�i, '���+�'l>'•='-�./i/G/i/i4G44//i/i '• " ' '"' G/i/i/i 4\/'i ���iG O i/ 4'• �i Q�i�i�i�i�i�/4 i TRACT D P OPER -UNE �.. y \/�/�/ .G°. �/� * • •Js\\/ \ •..'�.�•�r•-.:�'"\\`'Q����'O'�J/���'����/���'t`''�'t�''' ',?••'•/'C,.•=:`i ,'\'��'.Q'f0 O J'�%`/ice/i,'\ `~,% \' /iGGGG iGGG/ r�i .y J` - `/N/iGGGG�/i/-� _ t �•• / �� // // / O J.J .\\.,\.`....�A,O -•�"..• ..-"C ...\\O�� _ .• /�� 5 15 40 0 10 _ 20 60 Scale 1"=20' MURASE Associates a .�w,„», IANDSCAPE ARCHITECTURE/URBAN DESIGN/PLANNING 90/o REVIEW iw 1"=zo' CITY OF CITY OF RENTON 04-12-05 CHECK PRINTw REN TON STRANDER BLVD EXTENSION-STAGE 1 • 928 .. . th Avenue•Suite 240 ..,we AH .any Portland.OR 97209 NOT FOR On1uMLD3 Phone: 513-212-I477 r..:503-295-0942 Plannin Buildin Public Works Dept. e n.D:,n.r,�eem�r.se.�a n CONSTRUCTION °MG � e/ v/ P. • NO. REVISION BY DATE APPR >�.r^�'�' TRACT D PLANTING PLAN-NORTH A-NNNNAA c ,:Ir.~ ��/�/�/�♦A �''G�;��,0/i i/i�i ,� /i/i/i4/i/ice/G/i G`4/i 4GG/i `/i/i - •' o G 1r _.G�,�,�/♦\4 /G/i/�'/i/i/i/i/i/iGG/i/i/i /i /iG/i/i/i/i0/iG/i/ib`/i/iG04/i4G`/iG //i�'�,'•" �f'I ♦\ >` OJOO\\�000♦♦ ♦♦�♦ \♦ ♦O�\\��O OOO♦♦ ♦♦/�..♦\/�._, nrt i;�':;�,;;'.'��'` i�ii � 444/i/i/i/ii/i/i G�/i/i/i i /i/i/i/i4/i, /i iG♦i�i�i�i�i ,`/�,�,/i i♦+ii ,+!,.:i'� _ - '"�`��:'�`) \ OOAO��O♦\♦♦O�\\\♦O ,\♦ O\\♦\O\�J\��J.OJ♦♦.,\,♦♦.''J♦\ ♦l+•J\♦ r,: "'r`'' •..�'.�.'�'� _ ■_.:�'•'• /iq Yi/i,i`,//i/i/i/i46/i/i/i/i /♦ /�,/iG/i/ /i i i/ /ice/Gp /,\,r,/q lt'�.' , �`� V••�' 1 < ... •,. b ,\>�', ♦♦\\ ,\\\ , /i G`/i 4`/i/i/i�/i b`6`/i G`i/i i 4`/i/`�`/`i/i/i .:;5•,.,'. 'TZi•y'T' (-' {s.� - i:1 : '•: 40'�'��\�� Y\p' ♦/\/\/ �/ ��'♦'i� /i'i�i�� i�O�G�i/ �iG�i�i/'�� /� � .�,+:; ..�� �( .[1 �',li .:P y\,\, `t ♦\r\r♦♦♦♦♦\\\\♦Q\' \ \ �' O \ \ J�\J'Oi i'J'O i G:-,r `'''^ . a _..Z 1:, j 7.�f s + /�/�/�/'/J /�/,�//i b�,`\G G G�//i`/�/ �/♦ 4/i Gam,/i/i/i 4 4 4 4 G/i/i 4 4/i i/i Gam,Gam,4 4/i�//i/ ;'^,(:i• -1 /♦/�'� ' `/i.`Y`/i�/`/i i,'i�i`/i/i/i i` i /`i;i�,�i/\``` /�/�/`i♦i`i\i`i`ii G`!�/♦I�i\/♦/`%`\ /�i`` '.�' + _ ; ,��}.; ','i`` " - h.♦:�:��:/�;`:`:�;�:�:♦`:�::'\ °\; °\�;r;'. \;Y :' >,Y�Y,``:y/�`�r,,�J`�`-:h,`-,%,; r' .�,ir•':. yr;"/ \ .•t�rl,e4r♦.r4.441\\'moo ♦.��♦\ •• - I ;,.`/;`�/\\♦ \ r�/,//'��4J/�'O/���/`/�/\/�/\ 4/ /i/i/i O i/i 4�/�//i/i/i O O 4//i 4 G/i 4/` / .;r-'.-►I _\ RIP SPLASH PADS DWG. NO. SDII . r'`>, /i,G /n � Y, p:/\`\;/,�'J �\i \�♦�\�♦�♦�\�J\ ♦O\\J O�J\\'J O J O\♦J'>�\� . - ''^�`'.,, :�J':':;�;':.... ii• \,`/;/;/`/`4/`�`,',`/';/\/`/;,\;/`/;,`4 ter:;,-: .,9. f-r.,. 'A'/ PLANTING LEGEND - _. .... ......-. _._...__...__ I i•',r+. , i, 4G//t// , \J\\\♦♦\\O♦♦�r0�♦♦♦♦'O�\�\O��O\\O�O�J\\� ,. .1:.'.._;.>=' �. _ `7 ,�♦ i ,/ /i/i/' iG441:::':'::\�'�,�;/�',r,+ '' '' :�•�;��� ��;`C/p'; �'r• ..,'� EM GENCY�' ` t �,�:•':.;•'>�/i/i4`�i iiii/i /iq`\ /i p p/�/�/" /ii 6 iY�i ''^.^ i,S•♦�`,`/` ♦ „/// J --------- T,��;;,;• �• ♦ .\\ \�.♦ OVERFL SE a � '� � I�+t> '``������'�'��' �♦\����/���'�:i�/�/i�i�/�O`�/�/i/�G�y :: �i���b`�����`�`i i\'`\i`i`�`���`'<'G\/f��'•:`...L� $Dl ,,�,~ JlY - 0 L7 R FORC D 5 1 `>` i�G\% i`6 ii` 6\i�i�.`�•�O i`�.,;''^,C,'J'O�1•''���'�'��� �:'O'\���'�'♦J\\'''.•:• :i'•;'.:/� / J t`f•f EXISTING TREE, TO REMAIN - 0 _ EI E \o\\o\\�♦♦\♦.\\\o. ><`.\' r; :�:'oyo'':':':/\'\' ��/9:/:/N/:/ _'�-� r•;i.-;'/ ., :J / `'r a U TURFPAVING...L.5 '; '•. x �`lt;.'{:'.�ti�'��`. . 'J'O��'���/L'�����'a O'er� �/o ///\/♦/♦/\/♦////,/ .,. ' -1i . / ////// ///// �:':. O\\\\\\\\\\ O\♦♦\,bQ `v j /mot r r „ '♦ a ...c .. - .: ♦♦/�/\/`/`/\/�//\/♦/\/�/♦/♦// :k?�>i`':'+�,;�'..' G/i�/i/i/i/i O 4/ice//i G ii G ,•✓_`-' __ Im \ . ,, sir .\\..O J'O�•'•'.: .' u- / I .:�.:�/;\�\�/�\���.�/;��\�\� �.�: :P��7'`;;;7 /�.,,,/,.,//,�i ,_ � '/. :-� STREET TREES .::.?'. ): Ze.'t':r`... ,:,:,Oi �`♦ /i/i/li/i/`\ii '� T ,/ \q:; o `r y :' .:'`/ SEE DWG. N0. LP t-LPS Q TRACT D P OPER E ': '•i r♦��r�r`% ♦♦ /fir\�/fir\\Jp ' '�' O r,\ ,'♦ \♦'\' •`' , Cn e�Q I '.;�$.. ��'���/�/���/���/O'�'O'�/J/�/��h\�/ _'y i `ir A /�/i 4 G/♦�4/.:..-.{_'; :,•/ u- �'J J��O'�� di ;:, ^•a \/♦4�/�`4�`�/ ''w. ! , ., /�/�/�/�/�/�/�/`/�/;/\,�,/ice,/i •.�• „' \ -t:'' `/i`f�``/i 4 G`i.=_ � \ ♦\\\�\\o \.. \ \�,' .>„ ..\\o WET MEADOW S�JSRACING n. �,�/�,/i / '� � „'�,:'� y> � ,\/�/�/� CAR EX 08NUPTA CLUMPS OF 2 PLUGS, 12'OC E SLOUGH SEDGE ] `� ''�`/` \'' FR OARD - 2 . 8 �':v��'; ;'fr ; ; ``` ELEOCHARIS PALUSTRIS SPIKE RUSH CLUMPS OF 2 PLUGS, 12' OC W FEDERALRESERVE \\ " .RK TOP ETE N - 1.68 a' SCIRPUS'ACUTUS HARDSTEM BULRUSH ' i. '.K=^% ;''^"+; CLUMPS OF 2 PLUGS, 12"OC W BANK CONSTRUCTION rll; f'�''r_~'� "` OF D NTIO - 17. ti'; SCIRPUS MICROCARPUS SMALL-FRUITED BULRUSH CLUMPS OF 2 PLUGS, 12' Oc �?'nr `>'' BO OF QU - V ES \1 / SPARGANIUM EMERSUM BUR REED CLUMPS OF 2 PLUGS, 12- OC W NOT IN CONTRACT III `A�i tit J "i Q UPLAND MEADOW Wn1 < �I a '' SUNMARK SEEDS "STREAMBANK PLUS" p o{ o T`I c^f SEED MIX, CONTAINING 50% FESTUCA RUBRA RED FESCUE HYDROSEEDED' LL / 20% BROMUS CARINATAS CALIFORNIA BROME HYDROSEEDED 20% ELYMUS GLAUCUS BLUE WILDRYE HYDROSEEDED 107. LARGE LEAF LUPINE LARGELEAF LUPINE HYDROSEEDED _ W ND UFF UPLAND WOODY PLANTS - SEE DETAIL 1, DWG. NO. LD6 CORNUS SERICEA ALLEMANS REOOSIER 1 GAL.,3.5' OC, \_ 'ALLEMANS' DOGWOOD TRIANGULAR SPACING ( SALIX PURPUREA 'NANA' DWARF PURPLEOSIER 1 GAL.,3.5' OC, WILLOW TRIANGULAR SPACING OUTH w! 1 W ND REINFORCED TURF PAVING SEE DETAIL 2, DWG. NO. LD6 RIP-RAP SPLASH PAD/OVERFLOW / SEE DWG. NO. SD1 l ; 5 , s 40 a D 0 10 20 w Scale 1'=29 MURASE Associates 90%REVIEW _ • `• LANDSCAPE ARCH TU ITECRE/URBAN DESIGN/PLANNING 1"-20' >->.,�- CITY OF CITY OF RENTON 04-12-05 CHECK PRINT _� R EN TON STRANDER BLVD EXTENSION-STAGE t 926 NM 13th Avenue,Su>te 240 Portland.OR 972G9 NOT FOR a"...AN Phone:503-242-1477 Pak: 503-295-0942 x i DATUM _14 Er iJ n�raaes n�rse.eo n CONSTRUCTION IAG Planning/Building/Public Works Dept. NO. REVISION BY onTe APPR '®'^"a• TRACT D PLANTING PLAN-SOUTH A-NNNNAA NOTES 1.PVC PIPE & FITTINGS UPSTREAM OF FINISH GRADE INSTALL BACKFLOW PREVENTER AS REQUIRED THE ISOLATION VALE TO BE CARSON INDUSTRIES LOCKING BY LOCAL CODES AND HEALTH DEPARTMENT. THE SAME AS SIZE THE MAINLINE. VALVE BOX VAULT WITH LOCKABLE LID 2.ISOLATION VALVE SAME SIZE AS C GATE VALVES, UNIONS k SCH. 80 NIPPLES REMOTE CONTROL VALVE. LATERAL LINE NOTE AND ELL TO BE SAME SIZE AS GATE VALVE REMOTE CONTROL VALVE WITH a- BACKFLOW PREVENTER. 18" COIL OF WIRE & MALE REDUCER SCH 80 NIPPLES do FITTINGS TO BE a- DOUBLE CHECK VALVE SAME SIZE AS MANUAL DRAIN VALVE. VALVE BOX WITH LID SCH. 80 NIPPLE (S X T) FINISH GRADE _ _ FINISH GRADE )LIJ=I III=II1=_ ISOLATION VALVE WITH MALE REDUCER =1 I I=1 I I I I=1 I I i-1 I I I H I I UNION EACH SIDE, TYP, L�lll - I I SCH. 40 ELL -I 11=1 I L=1 11=1 I i I I-I I I 4' PVC SLEEVE II I III— —III—II =Ii 1 1/2 CU. FT. DRAIN ROCK MALE ADAPTER/ REDUCER MIN. 3" DEEP II=HI I LII'I 11=IIL1I I II=III 1I � MANUAL DRAIN VALVE SCH: 80 NIPPLESCH. 80 ELL. AND NIPPLE, TYP. - — 1=L�ISI- W I I III z N. =11 BRICK OR CONC. BLOCK TO SUPPORT BOX I I I=I _ I�_)I I-1I BRICK OR CONC. BLOCK U I I: II III. - II�IIE Z III I _ SCH. 40 ELL - a Q ~ I CLASS 200 PVC MAINLINE I — i— — — — — — — I I—_ I I-11 of�I I I_ Q — _ SCH. 80 NIPPLES EC =� I I I _ SCH. 40 TEE OR ELL, TYP. ;=I I = _ _I=_1II II _II I —III I 111 11 = i�1j1 Ill �ITIi� � j�I I I l�TjiI i1 I�iI I 1 I II�I-I I I-1 I EI I11I I C-1 I I=I I-I I I I I DRAIN ROCK- 3CU FT. MIN. Z SCH. 40 MAINLINE U' BRICK OR CONC. BLOCK Q DRAIN ROCK 4" DEEP SCH. 80 COMPRESSION UNION =III�IIIILOI_III-III-I(I=III�IIL=I MAINLINE OR LATERAL o BACKFLOW PREVENTER 2 REMOTE CONTROL VALVE 3 MANUAL DRAIN VALVE `1 LD5 SCALE: NTS LD5 SCALE: NTS Z LDS SCALE: NTS Q m W NOTE SCH 80 ADAPTER do FITTINGS TO BE LL SAME SIZE AS ISOLATION VALVE. Li Z PAVING J CC VALVE BOX WITH LID < CLEAN AND LIGHTLY w Q. z COMPACTED BACKFILL Z a FINISH GRADE vz 5 FINISH GRADE TRACKING TAPE 6" W MALE ADAPTER/ REDUCER, I I I-I I I-I I LI I- ABOVE MAINLINE 0 =LLiI_I -III-1iI- BOTH SIDES -III =III=1II=I Ili-III-I CLEAN AND LIGHTLY ILL 1=1�I I I — I I1=ll-I I I I I=1 (I—I I IEE I— COMPACTED BACKFILL MAINLINE �I I III -III-I Z a =1 I 1=1 I H -11=1 N I II I I=1 I I -I I o I I I L=1 -I H I F TRACKING TAPE 6" GATE VALVE W/ WEDGED SEAL, �I I rI i -I — — N I I-I I I-I — ABOVE PIPE II IIIIII �O�j EQUIPPED FOR KEYED OPERATION <2 LATERAL LINE -I I1=1 I L_I I I III=IIL==� IIL==III=_ a" MIN. DRAIN ROCK I-III=III-III=III=11 L-I I I I LI I I j=i I LI I- I I=11 MAINLINE _III-1 LI 1=u 1-111=1 I I-I I 1 I t= BRICK OR CONC. BLOCK - -I I CI I I-IIL III r I-III-1I I=III-I IIIEI I I III=I I�I I�I — --I I=1I I—III— — — — — — ATTACH IRRIGATION WIRE TO MAINLINE SCH. 80 COMPRESSION UNION III-III I I-I 1-III,-III hI II SCH. 40 SLEEVE I L=I I f-1 I1=1I I-1 I I=1 I1=1I 1=I I�I I E AT INTERVALS OF 25'-0" BOTH SIDES ISOLATION/ GATE VALVE r5 SLEEVE 6 IRRIGATION TRENCH LD5 SCALE: NTS LD5 SCALE: NTS LDS SCALE: NTS i—I i 1=1 i 1=n 1=1 i rl PAVEMENT OR CURB -III-Ili=11- I-II II °NOTES: VALVE BOX WITH LOCKABLE LID 1" MIN' -III-II 1. WRAP ALL THREAD FITTINGS OF SPRINKLER FLUSH WITH TTINGS 3" MAX. I=III =I WITH TEFLON TAPE. FINISH GRADE FINISH GRADE. AFTER SETTLING III-II T F-III= — — — - POP—UP ROTOR I-I DRAIN ROCK MIN. 3- DEEP y SCH. 80 NIPPLE -III-1 -�- III= -III-III a 11 LI I LI i SCH. 80 NIPPLE III III I I1=1 SCH. so STREET ELL I I F—I I F=-I I * I I-I I( BRICK OR CONC. BLOCK, TYP. 1(=I I I II I I� I- BRICK I II -I - SCH. 80 ELL. I I-III III-III-I LI I�i III SCH. 40 STREET ELL =f I=III-III=I lII-I I I= - SCH. 80 NIPPLE _I-III-I SCH. 40 ELL )I II I II I I I II I�1 I SCH. 80 STREET ELL. DIRECTION OF FLOW, TYP. SCH. 80 NIPPLE =III I POURED IN PLACE __ CONCRETE, TYP. n —I I I —I I�_ SCH. 40 STREET ELL. - SCH. 40 TEE OR ELL.. TYP. J I 1=III=I II-II I=III-I I-III=III SCH. 80 TEE OR ELL, TYP. - 3" OR GREATER THAN :1I r—I I�111=11�i I1=111=1I I-111=1I I-- =III—III T �I MAINLINE, TYP. i I—ITi=1 i 1=1 i CI i 1=1 i CIT—IT[ MAINLINE OR LATERAL LINE LATERAL LINE —III—I I I(— UNDISTURBED SOIL, TYP. THRUST BLOCK 8 QUICK COUPLER 9 ROTOR HEAD LD5 SCALE: NTS LD5 SCALE: NTS LD5 SCALE: NTS ,�r MURASE Associates 90%REVIEW 1-=zo' -� - n CITY OF RENTON Moo-tz-os LANDSCAPE ARCHITECTURE/URBAN DESIGN/PLANNING • �i CITY OF _ . Sze NN 131h Avenue.Sait<240 CHECK PRINT - T A P.rU_.,oR 97209 NOT FOR AM R EN TON S R NDER BLVD EXTENSION-STAGE 1 Phone:503-242-1477 Fe 503-295-0942 DATUM _ ow 15 Em"D: mar se®mors,<.com CONSTRUCTION TAG �«�•`,o, ' Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR ^�'�• TRACT D IRRIGATION DETAILS — - - A-NNNNAA cn a GRASSPAVE 2 PAVING UNITS, INSTALL a PER MFR'S RECOMMENDATIONS TURFGRASS AND ROOT MASS SET CROWN OF ROOTBALL WASHED SHARP SAND PER REINFORCED 1" ABOVE FINISH GRADE AND REMOVE BURLAP AND TWINE FROM TOP TURF SPECS, FILL FLUSH TO TOP OF HALF OF ROOTBALL t`.:yL "` PAVING UNITS i C) MULCH- SEE SPECIFICATIONS TOP OF PAVING UNITS TO BE HELD KEEP 2" AWAY FROM STEM OF SHRUB 1/4" BELOW TOP OF ADJACENT SHARED d U FINISH GRADE USE PATH a Q IIF- II SHARED USE PATH, SEE DWG. NO. RS1 cr —1L III=III— I SANDY GRAVEL BASE WITH HYDROGROW z I_� TOPSOIL TYPE B - SEE SPECIFICATIONS I —I Illf-11—III-1� — MIX PER REINFORCED TURF SPECS COMPACT TOPSOIL „1„ICI I I 1-JJ1=1-11 Q ,=II_I I-1(q tLI;= FOR FIRM STABLE BASE GEOTEXTILE FABRIC LL 1 rI I El I El I CI I r=I1 11 I I(III - TOPSOIL AS SHOWN ON DWG. NO. S02 - - COMPACTED SUBGRADE Y 2 x ROOTBALL Z Q m �1 CONTAINER/ B&B SHRUB PLANTING REINFORCED TURF PAVING SCALE: NTS SCALE: 1-1/2' = 1'-O" CC W W CC Q W t� W LL MURASE Associates 90%REVIEW * 1� v"• 1'-20' `°'w'"' �, CITY OF RENTON o4-t2-os � j,� rLANDSCAPE ARCHITECTURE/URBAN DESIGN/PLANNING ®'�� T3- CITY OF e t. I 926 NN 13th Avenue,Suite 240 CHECK PRINT STRANDER BLVD EXTENSION-STAGE 1 ,�i Portland,OR 97209 R E N TON NOT FOR AN Phone:503-242-1477 Fax:503-295-0942 o,� �� DATUMLD6 Email: muraseimurase.eom CONSTRUCTION i1c Planning/Building/Public Works Dept. TRACT D PLANTING AND NO. REVISION BY CONSTRUCTION DETAILS A-NNNNAA Perteet Engineering, Inc . Dean Franz, P.E. Senior Project Manager (� 2707 Colby Avenue,Suite 900 Everett,WA 98201 425-252-7700 a Fax 425-339-6018 3 1-800-615-9900 Email:deanf@perteet.com PRE-DESIGN RECORD DRAINAGE ANALYSIS & DESIGN CRITERIA SUMMARY Project Name: Strander Boulevard Job No. 22044 Project Manager: Rich Perteet Sr. Drainage Engr.: Dean Franz,P.E. Client: City of Renton&City of Tukwila Staff Engineer: Erik Emerson, E.I.T. City or County: City of Renton &City of Tukwila Date: July 21,2003 Project Description: Extension and redesign of Strander Boulevard between the West Valley Highway and East Valley Road. Pre-Design Meeting Attendees: Meeting with Renton: Rob Lochmiller, Ron Straka—City of Renton Meeting with Ryan Larson,John Howat--City of Tukwila Tukwila: Dean Franz—Perteet Engineering, Inc. Notes of Conversation The project is to be designed in accordance with the 2001 WDOE"Stormwater Management Manual for Western Washington", for detention and stormwater quality; and the 1998 King County manual for storm conveyance. The City of Tukwila adheres to the King County drainage standards,but it is acceptable to design in accordance with the 2001 WDOE"Stormwater Management Manual for Western Washington." Summary of Drainage Design Standards Applicable Design Standards: Description(Source) Hydrologic Model: Detention: Continuous Model (WDOE Compliant). Detention required for drainage facilities located within the both the Green River and the Springbrook Cr. basins. Water Quality: Continuous Model statistical analysis (WDOE Compliant) Conveyance: SBUH, KCRTS (15 min),KCBW or any standard step method. OK. See attached table 3.2 from the King County manual. Design Storm Events: Detention: 2yr-50yr Duration matching Conveyance: 25 year(100 year no"Severe Flooding Problems" or"Severe Erosion Problems"). Culvert design stds. per King County Water Quality: 6 month for volume, 91%of runoff volume for flow systems Precipitation Data Source: WDOE Storm record Pre-Developed Conditions: Forested (Forested, Existing, etc.) J:\Trans_Design\22044-StranderBlvd\I 1_Hydraulics_Report\PreDesign Record.doc Page I of 2 Perteet Engineering,Inc. Applicable Design Standards: Description(Source) Detention Pond Volume Criteria: Continuous Model (WWHM),no correction (e.g. F.S., design charts,etc.) Detention Pond Design Criteria: 1' freeboard (6"for vaults), 100 year overflow, access to (e.g. freeboard, overflow,maint. control structure and bottom. 5'x10' access may be required for access, etc.) larger vaults. Informative signs are encouraged,especially for ponds. Provide a minimum of 36"dia. opening into vaults. Infiltration Design Criteria: Not anticipated. (e.g. in-situ testing, groundwater separation, etc.) Water Quality "Enhanced treatment"per WDOE standards, because Strander Acceptable Treatment Methods: Blvd. is an arterial roadway. Water Quality Design Stds: Per 2001 DOE Standards for all new and replaced impervious (describe for each method) surfaces. Other Studies Needed: (e.g. wetlands, geotechnical) Floodplain considerations—the design is limited to replacement of fill w/in the floodplain, on a 1:1 ratio compensatory storage. Permits Required: Possible HPA&JARPA if work in stream or floodplain, BA, SEPA/NEPA EIS, 404 Special Criteria: Provide storm pipe stub to adjacent parcels along roadway, where feasible(as grades permit). Each adjacent parcel will be required to provide their own detention &water quality when the respective sites are developed. Submittal Requirements: Other: . Maintain existing drainage basins as much as practical. No diversion of flow is allowed to be diverted from other basins into the Springbrook Creek basin. • City of Renton is not opposed to purchase of additional right-of-way to accommodate stormwater facilities to serve this project. J:\Trans_Design\22044-StranderQlvd\I 1_Hydraulics_Report\PreDesign Record.doc Page 2 of 2 Perteet Engineering,Inc. Ij Q0 h Center Li e Low, Point 2 EO,4 ELEV: I --.P6 20� L 71 20.4 Flj- 20' 27"1II ST N., .......................... r...... ........... ------ ........------- PD.3 JL JL 2 0.5 LL: A 171, JL Z- J116 J116 20.8 lk 1 4� A6 A6 L2 ZU6 -AL; JM. Jft jwr�t 41M 41U JIM- 42Mk 4G� 4L 4�6 -f P 15.1 15.1 15.1 ;CAL 1 00' Ul 4i Perteet BASIN 2 OUTFALL 31 FIG# Engineering, Inc. N R IS ELEVATION EXHIBITS 2M Colby Avenue-3ulLe 900-Everel.L.WA 9MI (425)252-7M v ROAD SURFACE Y 2't i ly_ ,: SPRINGBROOK CREEK ROADWAY LOW POINT ELEV=19.5' Z 100YR FLOOD PLAIN CATCHBASIN CATCHBASIN : ELEV=17.86 J 3 BOTTOM OF 25YR FLOOD PLAIN DETENTION STORAGE ELEV=13.6 2.3' INLET FROM MIN STORM SEWER LL, FILTER CARTRIDGE VAULT W/HIGH FLOW BYPASS IE OUT=1 1 .3't ONE WAY VALVE OR FLAPGATE EXISTING OUTFALL TO CREEK. ELEV=9.67-WEST 10.07-EAST VERTICAL SCALE: 1"=5' HORIZONTAL SCALE: N/A Y 4 Perteet SPRINGBROOK CREEK FIG a Engineering, Inc. OUTFALL PROFILE # 2707 Colby Ammo 0 Sulk 900 •EvmrLL 9A 9=1 •(425)252-7700 SDMH 720 GE: 17.34 IE: 7.64-CALCULATED FROM AS-GUILTS 36" ui PIPE N E z 5 0 J 2'± 01 ROADWAY LOW POINT ELEV=1 7.0't 0 0 N DETENTION STORAGE r STANDING WATER AT a EL V=1 2.3' U - ib df M I N CATC H BASI N 7I m FILTER CARTRIDGE VAULT V 0 N N C N t7 I c f0 F- VERTICAL SCALE: 1 "=5' HORIZONTAL SCALE: N/A E Perteet EAST VALLEY ROAD CD a R Engineering, Inc. FIG# N CO 2707 Colby Avenue•guile 900 •EvercLl,to 98201 •(425)252-7700 OUTFALL PROFILE 0 c 2707 Colby Ave Suite 900 Everett,WA 98201 ph. (425)252-7700 Fax(425)339-6018 www.perteet.corn Perteet Engineering, Inc. Meeting Agenda Meeting Date: January 9,2004 Project: Strander Boulevard Extension Perteet Engineering Project No. 22044 Parties: Robert Lochmiller,Ron Straka-City of Renton Rich Perteet,Dean Franz,Erik Emerson-Perteet Engineering,Inc. MEETING AGENDA- Drainage • Applicable Design Standards - Brief Summary of Previous Meeting • Drainage Basins and Downstream Map (with discharge points) • Facility limitations Due to High Water Elevations, existing standing water • Proposed Detention Locations • Discharge options near Green River outfall Proposed Water Quality Facilities • Area swapping for water quality treatment • Sidewalk area -- direct discharge to wetlands proposed • Drainage Submittal for 30% Plans J:\Trans_Design\22044-StranderBlvd\11_Hydraulics_ReportWeeting Agenda_Renton.doc �� � � I 9v �' �.. F � � ��- � � � � :.� I��y���,,��ililrrrtilf�j� - !•�� _. 23.5 ► PC t I ��af . � 111► _ - = � � . .HUM I,Im 11 !!�!1► _ 23.2 • i 30.0 1 I 1 1 • I23.3 23.1 23.2 23.8 24.1 27.5 28.6 8.3 SHO Q n�■u ,���:«+■ter► 25.2 INE 2 .7 �, �. 28.7 Am 1 I ♦ �R . V , _ � Ij' I , 1 iIt j Men •• • • •• •• m .srr..-� i L wI 30.0 / �!) r 23.2 28.6 25.2 I, III ii �',�� �� fir`►��-_ -=r.....- �� �_;►: 28.7 28.3 1I 'r� •, b s I Mr/ 0 0 0 ■ . 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MA 98201 • (425) 252-7700 160 50 o FEET 100 200 � �K N 1,,j,rnv� DE-��an.N 10VTLZT L/td� . �iiarJ �L ��. � 5 I � ►'1'1 v A 11r'F I,.1S-�, K'f !F •� 1�. iPl d.V� inr F 2 M A77 nnl ( 25Y'c W Sl _ lim — 1 T r(� emuafNl��� �a •r ns�� aura �a�ti �� _ 23.2 24 23.2 24.4 a- Ilk§ -I-)EML/-J-7) FOAj I, 7 Ls 28.7 28.3 816.1 `,�� -- —� ��....r.��„r�'.�, ••��.��.�� �� —i�s.�ifll[I•��:I(�@m'77crrr��—_ -- -- - \ I T . I Ir°�!. 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I oil 41*4.9 17.8 JL I In A6 .2 AL 2.4L 17.5 7 18 2 13.7 13.7 13.7 0--ft 14. 13.7 13.7 12.4 12.4 14.2 E .1 13.7 6.5 12.4 z 13.7 12.4 12.4 14.. 13.7 13.7 14.2 1 .7 15.7 14.4 13.7 x 12.4 N 12.4 14.4 13.7 13.7 14.4 13.7 13. 7.7 12.4 13.7 Al 1 i. . 13.7 13.7 13.7 RE N T O N AHEAD OF THE CURVE 'ntrander Boulevard SCALE CONCEPT NAWAGE E Perteet 'NY(0 �-F A Engineering, Inc. 100 50 6 FEET 100 200 2707 Colby Avenue*Sufte 900 - Everett, VA 98201 (425) 252-7700 z Tle .......... I RM M—MU 7cz- Ttm IF - ��it I �� �� b I , , !RftNNW M 69=1! ISM 11"I_MKIM ei 113 JAN ' � r t ILI � ~ v 11� r� I � J �• \ I `��� � r • 1 . ,, ��, ,.. n..+.�; �� � CID +��■ems � �; . -.._.., s, OW �� 1�►�~irk T • I 1 f 1 I I 1 # t 18. 1 } Ip j F l.J .17x 16.8 21.8 2 x 20' R 17. � (�' - aik 19.2 D �nl�1 J,� j v L.T 19.0 1 ti y' # ��Q L -1C �,b.) 20.1 17.2 E i�e 18.2 } w ('' 'F-~(3 1�? 0,0 a 8 rk ter l fir / r i Z — _ __ — 6 __ _ ;f E: l 7, 31 —_ NZ - ----------- - gg — 13vT CAS v�—1 Q _ ..___. .—...._..._...._ e_.. M 77Y• ER AvLT ;, - ,,,__ _ 18 P�A"5- TH E =1 7 r E I 8 ^ x 21.3 x :„ _ x �85 r # IE UV) = 7,(c 3 s ►E 3 ' j 'ko E I57IN� I ri ,5- €I `' V17 # x1 6 CJ ' l � t E }} t} I RENTC� N AHEAD-OF-THE CURVE - Strander Boulevard LEGEND", T7rr,7 TO 174 v � W f WETLANDS CONCEPT t� 11N1(,E W - ; Perteet SCALE L A YaUT Engineering, Inc. VA OFFSITE BASINS _ g —CO4 14 8 2707 Colby Avenue.Suite 900 • Everett, MA 98201 • (425) 252-7700 160 50 O FEET 160 200 z f � ca x 21.8 QS1� x 'f ` t 20.2 3 16.8 192 17.� ,ff tsa 19.0 w , , r # i► x 31.7 0.0 x 17.2 18.2 _ i` ar x ' 1 k p Z —,- 5 y. : U _M a 1 t __. m fLEr _. _ ' x - 7 .w. , 21.3 131401s 18,7 ( 1 Cam , . 113ur WE} 1 x r Trp � � 0 8 DMA �I T'E f I. F 17.3 /v, ?T N t o CD 6. l � Y0 I -RENTON ry . AHEM?0F,U E CURVE Strander, Boulevard W LEGEND FIGURE #X. 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