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HomeMy WebLinkAboutzR-4367setQ0 0 w FIELD BOOK: SURVEYED: 0 SURVEY BASE MAP o DESIGN ENTERED: - DESIGNED a CHECKED: La 110 SH 167 BEGIN PROJEC T S TA . 2+ 990 (ENGLISH STA. 98+ 10) z c F lklr1r—y VICINITY MAP END PROJECT STA. 3+600m -- (ENGLISH STA, 118+ T 1) SHEET DESCRIPTION 1 COVER SHEET 2 SUMMARY OF QUANTITIES 3 ROADWAY SECTIONS 4 MISC. DETAIL 5-9 PLAN AND PROFILE 10 STRUCTURE NOTES 11 ROCK FACT NG/BIOSWALE DETAILS 12 EASEMENT/ARD DESCRIPTIONS 13-14 DRIVEWAY PROFILES 15-17 CHANNELIZATION PLAN 18 7- 1 1 PAVEMENT DETAILS 19 METRO BUS PAD DETAILS 20-22 SE 168th STREET TRAFFIC SIGNALIZATION PLAN 23-25 SE 168th STREET TRAFFIC SIGNALIZATION DETAILS 26-28 TEMP. EROSION AND SEDIMENT CONTROL/LANDSCAPE PLAN (S.W.P.P.P.) 1626&1628 GAM M ELL 91-94 S.B.—GROSS 5/94 — _ KUNIHIRO 99-00 — — - NGUYEN 99-00 M ITCH ELL 04/00 - - -�; Aa A.".I DATE IW01-11[a]? FED. AID No, PROJECT No. SURVEY No.. 400593 25---23-05-27 MAINTENANCE DIVISION No. 4 KING COUNTY DEPT. OF TRANSPORTATION PAUL TOLIVEF r oiREc-oR 116th AVENUE S.E. - PHASE II V • + J`j of wASy� �r �21532 G13T�Q4 �pIVAL EXPIRES 3/9/02 COUNTY ROAD ENGINEER INTERIM IMPROVEMENTS SE 172nd ST. TO SE 166th ST. METRIC UNITS KING COUNTY DEPT. OF TRANSPORTATION PAUL TOLIVER, DIRECTOR 116th AVENUE S.E. -PHASE II INTERIM IMPROVEMENTS COVER SHEEP Fi-4:ib / U 1 SHEET OF 28 SHEETS 310-30(01) RC_ DiREC-iORY-NA,1C Q0 co Lij A A FAI An A❑ ❑s D A A A A b A PRCJET LIMITS: VIA, OF SE 1 72nd ST., TO VlF SE 166th ST SUMMARY OF OUANTITIESLENGTH: 609 METERS - ---- -- PROJECT NUMBER - ITEM NO, TOTAL QUANTITY METRIC UNIT STD. ITEM NO ITEM �,�G cou"rY 400693 K IN4 Cot)NTy c'i7410 AS -BUILT PREPARATION 1 LUMP SUM L.S. 0001 MOBILIZATION a Limp SUM 2 LUMP SUM L.S. 0035 CLEARING AND GRUBBING 0 WMP SUM .40 3 LUMP SUM L.S. 0050 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LUUMP SUM T 00 4 1,350 M. REMOVING PAINT STRIPE 1,350 92 15 5 225 S.M. REMOVING PAINTED TRAFFIC MARKING 72.00 GRADING 6 550 C.M. ROADWAY EXCAVATION INCL. HAUL 7 382 TONNE GRAVEL BORROW INCL. HAUL � 31 8 94 M. CONSTRUCTION GEOTEXTILE FOR TEMPORARY SILT FENCE 1. g4 DRAINAGE 9 134.5 C.M. STRUCTURE EXCAVATION CLASS B INCL. HAUL 134.5 10 54 G.M. GRAVEL BACKFILL FOR TRENCH 54 11 6 C.M. GRAVEL BACKFILL FOR DRAIN 8 12 7 EACH CURB INLET WITH THROUGH CURB INLET 7 7.00 13 10 EACH 7347 CONNECTION TO EXISTING CATCH BASIN 10 10.00 14 18.5 M. UNDERDRAIN PIPE 150mm 6 IN. DIAM. 18.5 17.50 15 11.5 M. DRAIN PIPE 150mm (6 IN.) DIAM. 11.5 16 112 M. SCHEDULE A CULV. PIPE 300mm (12 IN.) DIAM. 112 ��� 5 17 8 EACH CATCH BASIN TYPE 1 8 80 18 13 EACH 3101 ADJUST EXISTING CATCH BASIN TO GRADE 13 -_ a og- 19 75 C.M. DITCH EXCAVATION INCL. HAUL 75 20 12 EACH 3132 STD. FRAME AND SOLID COVER FOR CATCH BASIN 12 10.00 21 3 EACH CONNECTION TO EXISTING PIPE 3 4.00 22 1 EACH THROUGH CURB INLET FRAME AND GRATE 1 1.00 70 INISTAL�TI�RU cuRB INLET' IN EECISTING C.8. -� WATER LINES - 23 2 EACH SERVICE CONNECTION 25mm DIAM. 2 1.00 STRUCTURE~�T 24 195 C.M. STRUCTURE EXCAVATION CLASS A INCL. HAUL € 95 3,0 �- SURFACING - 25 100 TONNE CRUSHED SURFACING TOP COURSE 100 ASPHALT TREATED BASE 26 342 TONNE ASPHALT TREATED BASE 342 ASPHALT CONCRETE PAVEMENT 27 535 TONNE ASPHALT CONC. PAVEMENT CL. B. INCL. DRIVEWAYS . 535 g7.7f CEMENT CONCRETE PAVEMENT 28 154 S.M. CEMENT CONC. CL. 28 FOR DRIVEWAY 125mm THICK 154� 1.5P6 EROSION CONTROL & LANDSCAPING 29 LUMP SUM L.S. SEEDING, FERTILIZING & MULCHING --EROSION CONTROL LUMP SUM 1.00 30 210 S.M. SEEDING, FERTILIZING & MULCHING-B€OSWALE 210 31 15 S.M. SOD 15 32 210 S.M. JUTE MATTING 210 ., 33 250 S.M. CLEAR PLASTIC COVERING 250 - 46 34 5000 DOLL. 6489 TEMPORARY WATER POLLUTION/EROSION CONTROL 5000j 35 15 EACH INLET PROTECTION 15 115, 36 9 EACH SHORE PINE 1.52m---2m HT) 9 g.p0 37 4 EACH PACIFIC DOGWOOD 1.52m-2m H 4 4.00 38 10 EACH VINE MAPLE (1 m HT) 10 10.w 39 22 EACH SNOWBERRY 22 ,22.00 40 17 EACH EVERGREEN HUCKLEBERRY 17 M00 41 24 EACH RED FLOWERING CURRANT 24 2-.00 42 80 EACH SALAL 80 60.00 43 148 EACH NUTKA ROSE 148 1,¢&pp 44 45 C.M. COMPOST TOPSOIL 45 45 13 C.M. BARK MULCH 13 13.] 46 30 M. HIGH VISIBILITY FENCING 30 6030 47 LUMP SUM LS 6605 PLANT ESTABLISHMENT 2,000 MIN. LUMP SUM '71 REMOVE 4 CASPOSE � TREES 1.00 TRAFFIC 48 1,060 M. PAINT STRIPE 0 it Q D 1.056.00 49 1,048 M. PAINTED BICYCLE LANE STRIPE 0 l.Q4� 1 010.00 50 322 M. PLASTIC GORE STRIPE 322 31 51 268 S.M. PLASTIC CROSSWALK STRIPE Ik 248 `� 7.69 52 45 M. PLASTIC STOP BAR 0 45 35,41 53 20 EACH 6833 PLASTIC TRAFFIC ARROW 2 16,00 54 12 EACH PAINTED BICYCLE SYMBOL 8 ►. I C].00 55 2 HUND 6884 RAISED PAVEMENT MARKER TYPE 2 +� 56 LUMP SUM LS. SIGNALIZATION SYSTEM COMPLETE - SOUTHEAST 168TH STREET LUMP SUM 57 800 HOUR 6979 TRAFFIC CONTROL LABOR � 1900 410.25 [!3 / R�MoV� 4 o►spOSE IbEAM GUA FZDR.a.1l._ .Op OTHER ITEMS 58 1,001 S.M CEMENT CONC. SIDEWALK 100mm THICK +, 0Q 1 6,32 59 512 M. CEMENT CONC. CURB AND GUTTER $ �!.'I:, . 60 54 M. EXTRUDED CURB S4. 61 50 M. CHAIN LINK FENCE TYPE 3 5, 62 47 M. TEMPORARY CHAIN LINK FENCE t1 +7 31.59 63 54 M. REMOVING AND RESETTING EXISTING FENCE 54 �.�1 64 83 S.M. ROCK FACING 83 65 47 M. ROCK FACING CAP 47 72 66 31 S.M. CONST. GEOTEXTILE FOR UNDERGROUND DRAINAGE 31 67 4 EACH 7563 MAILBOX RELOCATION 4 68 LUMP SUM L.S. SPECIAL BUS PAD WITH WALL I-e�Mp SLIM 100 FIELD BOOK: SURVEYED: a SURVEY BASE MAP; a DESIGN ENTERED:_.._ Lu DESIGNED ii CHECKED: 1626 & 1628 GAMMELL 91--94 S.B. GROSS 94 KUNIHIRO 99-00 NGUYEN 99-00 MITC HELL 04/00 r _ , %.,�. a DATE - a T"tASPE,Rt 4Q0A*4TLTY Ta P■4SlCT NL*460jt C(i?410 - Lm - OW23 REVISION BY DATE FED. Al D No. PROJECT No SURVEY No. LI NETYPES EXIST, SURFACE FEATURES: .NTERIOR _R10P Ifii=KlC�. F.X.TER OR . . I1W01Ii1L9ikill BUILDING LINE (EXISTING) CA NAL[SCALEA B L E] (EXIST.) CREEK/DITCH CENTERLINE (EXIST.) CURB/PAVEMENT/SIDEWALK (EX) FENCE (EXISTING) GUARDRAIL (EXISTING) LAKE/POND MARSH/SWAMP PERIMETER WETLAND PERIMETER (DELINEATED BY BIOLOGIST) STREAM PERIMETER (DELINEATED BY BIOLOGIST) RETAINING WALL (EXISTING) RIVERBANK/SHORELINE - - - - - - - - - - - - - - - EDGE STRIPE ROCK FACING (EXISTING) SURVEY: CENTERLINE (EXISTING) CONTOUR (DEPRESSION) CONTOUR (INTERVAL) (EXIST.) * * * CONTOUR (INDEX) (EXIST.) - ---- - EASEMENT (TEMPORARY) MATCH LINE MEANDER LINE PROPERTY LINE (EXISTING) _. RANGE/TOWNSHIP LINE RESERVATION/PARK/FOREST (EX) RIGHT-OF-WAY (CURRENT) `T7 " CITY-- LIMITS 111 SECTION LINE QUARTER SECTION LINE SIXTEENTH SECTION LINE STATE/COUNTY/CORPORATE LIMIT UTILITIES (EXISTING) CABLE TELEVISION (AERIAL) CABLE TELEVISION (BURIED) FORCE MAIN GAS OIL POWER (AERIAL) POWER (BURIED) SANITARY SEWER STEAM STORM DRAINAGE TELEPHONE (AERIAL) TELEPHONE (BURIED) UTILITY SERVICE LINE (GENERAL) WATER GAS STORM DRAIN NOTE: FOR SPECIAL FEATURES SEE SPECIAL PROVISIONS 400593 28-23-05-27 MAINTENANCE DIVISION No. LEGEND PROP, DESCRIPTION BUILDING LINE (PROPOSED) ' -REEK/DITCH CENTERLINE (PROP." CURB/PAVEMENT/SIDEWALK (PROP) --- - CURB(PROP)2/7 FENCE (PROPOSED) ■ ■ GUARDRAIL (PROPOSED) _ _ _-.....____...... LAKE/POND MARSH/SWAMP PERIMETER INTERIOR- -- WETLAND PERIMETER F :{_FRIOR .----._.... --- INT-RIOR ry _ STREAM PERIMETER EXT q OR RETAINING WALL (PROPOSED) CENTERLINE (PROPOSED) -- - -- CONTOUR (INTERVAL) (PROPOSED) CONTOUR (INDEX) (PROPOSED) EASEMENT (PERMANENT) ® RAMP ® TRANSITION RAMP REMOVING CEMENT CONC. SIDEWALK PROPERTY LINE (PROPOSED) WATER SYMBOL EXIST, PROP, R/W(EX. DURING DESIGN REVIEW ONLY) RIGHT-OF-WAY (PROPOSED) RIGHT-OF-WAY (LIMITED ACCESS) COINCIDENTAL F CUT --FILL LINE DESCRIPTION GUARD POST FIRE HYDRANTS: � Lfi M WATER VALVE ABBREVIATIONS SYMBOL DESCRIPTION ARID AGREEMENT TO RECONSTRUCT DRIVEWAY MPE MULTIPLE PURPOSE EASEMENT TCE TEMPORARY CONSTRUCTION EASEMENT CONVERSION TABLE ENGLISH UNITS METRIC UNITS E 2,4710 ACRES 1 HECTARE 1.1960 S.Y.SQUARE METER I 3.2808 L1. -1NEAR METER :3073 C,Y_ CUBIC METER -1023 TON ---- F ONNE (METRIC TON) 10- 7639 S. F . SQUARE METER 264;1700 GAL.. - KILOLITER I GAS/POWER/TELEPHONE SYMBOL DESCRIPTION EXIST. PROP, 0 GAS METER GAS VALVE PAD MOUNTED TRANSFORMER © POWER VAULT TRANSMISSION TOWER (SCALEABLE) # UTILITY POLE POWER POLE E-- UTILITY POLE ANCHOR TELEPHONE RISER Ell i TELEPHONE VAULT - SURVEY SYMBOL DESCRIPTION p ANGLE POINT BENCH MARK BLOCK CORNER IRON PIPE MONUMENT (IN CASE) MONUMENT (SURFACE) OWNERSHIP TIE SECTION CENTER DRAINAGE SYMBOL EXIST. PROP. i 0 ■ 12M SECTION CORNER QUARTER CORNER SIXTEENTH CORNER CLOSING CORNER MEANDER CORNER WITNESS CORNER SOIL BORING SPOT ELEVATION TAX LOT / PARCEL NUMBER INTERSTATE ASSESSOR'S CODE DESCRIPTION SAN. SEWER CLEAN OUT SAN. SEWER MANHOLE STORM DRAIN INLET STORM DRAIN CULVERT STORM DRAIN CATCH BASIN STORM PIPE(PROPOSED) DOUBLE LINE T4 SIZE OF PIPE DIAMETER . F�0 R/ R-4 DING COUNTY DEFE OF TRANSPORTATION SHEET °F msyPAUL TOLIVER, DIRECTOR 2 ft >a OF 116th AVENUE S.E. PHASE II :a INTERIM IMPROVEMENTS .• ��a�vAt �• SHEETS 4 EXPIRES -3/9/02 SUMMARY OF QUANTITIES LEGEND COUNTY ROAD ENGINEER 310-30(02) 7! it p. 1 6th AVE SE �� R R V � � � 6 t h AV E �� 9.144 m 9.144 m 9.144 m € 9- 144 r -T- - -- - _ -- - ----- - - - ­ - -f�l . . ..... .... .... ...... 0 152mm # w I � � 304mm 1.52m 6,7m - Fit VARIES 304mm VARIES '3.5m-6.2m` VARIES 3.28rr 6.7m) VARIES 52mr 2rnm , VARIES VARIES_ y152mm* * � ��� t �, 7 7 ' 2.00% SAWCUT AND MATCH ' NEW ACP TO EXISTING SAWCUT AND MATCH i GRADE. ' NEW ACT' TO EXISTING SAWCUT AND MATCH NEW 1 EXISTING CURB AND � I � � � jjA � � MATERIALS 1 GRADE. i ACP TO EXISTING GRADE. EXISTING EDGE GUTTER TO REMAIN V ! 5 OF PAVEMENT RO A �ta,i�� ������ A 2 11 ■� ►'1 1 50mm MINIMUM COMPACTED DEPTH ACP CL. B WEARING COURSE z - EXISTING EDGE �xEDGE_ N.T.S. OF PAVEMENT OFF PPAVAVEMEENTNT B 3 STA. 2+991.3 TO 3+102.1 15 (2 50mm MINIMUM COMPACTED DEPTH ACP CL. B LEVELING COURSE ROADWAY SECTION D 1--� STA. 3+ 143.651 TO 3+397.1 4 304m r — 1 1 Fth AVEC� RAW _ ... � � ,���� ,,.` .,` R/W '.00% 9 ,144 m 9.144 m I 152mm 152mm I 6.7m 6.7m VARIES 152mm* 152mm* VARIES I I I -_----------- -------------- Ii SAWCUT AND MATCH 1SAWCUT AND MATCH NEW 1 NEW ACP TO EXISTING ACP TO EXISTING GRADE. 1 GRADE. EXISTING EDGE OF PAVEMENT ROADWAY SECTION B G>_ 4 N.T.S. 50rnm MINIMUM COMPACTED DEPTH ACP CL. B LEVELING COURSE = 100mm- MiNiM-UM COMPACTED DEPTH ASPHALT TREATED BASE 'd— CEMENT CONIC. CURB AND GUTTER s 100mm THICK CEMENT CONC. SIDEWALK 3D4mm INSTALL MINIMUM 50mm COMPOST TOPSOIL OR BARK MULCH (IN LANDSCAPE AREAS) FOR ALL DISTRUBED AREAS AT BACK OF OF WALK (TYPICAL). 7 r NOTES * SAWCUT 152mm MINIMUM FROM EDGE OF PAVEMENT OR AS DIRECTED BY ENGINEER. ** NEW PAVEMENT GRADE 0.5% MINIMUM OR MATCH EXISTING ROADWAY. I STA. 3+405.9 TO 3+455.02 (RIGHT SIDEWALK WIDTH 1.98m INCLUDING CURB) STA. 3+455.02 TO 3+494.816 STA, 3+494.816 TO 3+555.190 (SEE ALTERNATIVE SHOULDER DETAIL #1 FOR RIGHT CURB LOCATION) 3+555.190 TO 3+565.190 (SEE ALTERNATIVE SHOULDER DETAIL #1 FOR RIGHT CURB LOCATION, NO CURB/SW ON LEFT SIDE) R/W - 116th AVE SE R/W 9.144 m L 9.144 m 304mm 1.52m 2.00% i~ 5 N. 152mm 6.7m VARIES 152mm* FIELD BOOK: 1626 & 1628 SURVEYED: GAMMELL 191 —94 SURVEY BASE MAP: S.B. GRASS 5 94 99--o0 i a DESIGN ENTERED: KUNIHIRO 99—o0 DESIGNED NGUYEN o4/oD � CHECKED: __...... MITCHELL I I I 1 I i f ----_------------ ---------- SAWCUT AND MATCH I SAWCUT AND MATCI NEW ACP TO EXISTING i ACP TO EXISTING 1 GRADE. EXISTING EDGE EXISTING OF PAVEMENT OF PAVE{ 3 ROADWAY SECTION C 4 N.T.S. STA. 3+397.1 TO 3+405.9 6.7m I C 7'_) ,, * \/A P 11= � fl/DATE REVISION BY DATE 304m m PLANSOF�RECORD FED. AID No. PROJECT No. SURVEY No. _ REMOVING CEMENT CURB AND GUTTER R/W I EXISTING CURB GUTTER TO REM REM N.T:S, STA.. 3+565:19 TO 3+600 - SE 168th 9.144 m 9.1144 )2mm --------- AND i ' 152mm*. ------- 6,448rr: 20mm I l SAWCUT AND MATCH NEW ACP' TO EXISTING GRADE. R /w 304m m 1.52m R /w -ROADWAY SECTION E N.T.S, STA. 0+921.42 TO 0+924.47 (SEE PLAN AND PROFILE SHEET F : ie CURB LOCATION) STA. 0+924.47 TO 0+958.3 (SEE ALTERNATIVE SHOULDER DETAIL # FOR CURB LOCATION) STA,: 0+958.3 TO 0+9753 CEMENT CONC. CURB AND GUTTER EXISTING PLANTING STRIP EXISTING SIDEWALK —Z ALTERNATIVE SHOULDER DETAIL #1 STA. 3+494.816 TO 3+565.190 - RIGHT SIDE 400593 28-23---05-27 MAINTENANCE DIVISION No. 4 1 EXRRES 3/9f02 __ I -COUNT!' RCW7 ENGINEER ' VARIES I-r.37m -I.0 _7_47m) i 154mm ' `EMENT CONC. CURB AND GUTTER REMOVING CEMENT f -_.-REMOVING AND GU -I TEP — EXISTING SIDEWALK i .11� i �1 2 ALTERNATIVE SHOULDER DETAIL #2 i D4—_-_STA.. 0+924,47 0+958.3 RIGHT SIDE R-436703 KING COUNTY' DEPT. OF TRANSPORTATION"E PAUL TOLIVER, DIRECTOR 3 OF 116th AVENUE S.E. - PHASE I28 INTERIM IMPROVEMENTS SHEETS ROADWAY SECTIONS 310-30(03) Q0 O 0 W 152mm FLUSH 100mm ( SIDEWALK SEE PLAN & PROFILE SHEET -, , , , . - - .r- 1.828m 914mm 1.828m d 3.348m MIN. 1.828m CEMENT CONCRETE SIDEWALK SECTION A -A SECTION A -A FIELD BOOK: SURVEYED: SURVEY BASE MAP: DESIGN ENTERED: DESIGNED CHECKED: 1 #51ti & 1 tilts GAMMELL S.B. GROSS5/94 KUNIHIRO NGUYEN MITCHELL 91-94 99---00 99-00 05/00 r^' DATE CURB RAMP IN VERTICAL CURB DEMENT CONCRETE SIDEWALK TRANSITION TO ASPHALT CONCRETE PAVEMENT BY I DATE FED. AID No. PROJECT No, SURVEY No.. CURVE DATA ❑= 90' 0' 50" R = 13.716m T = 13.718m L = 21.545m ELEV. NORTHERLY EASTERLY 1 139.366 51213.463N -- 507664.815E 2 139.229 51212.256N --- 507670.029E 3 139.092 51209.146N - 507674.384E 4 138.995 51204.606N - 507677.215E 5 138.818 51199.327N - 507678.098E S 1'46' 14" w ELEV. NORTHERLY EASTERLY 1 138.802 51200.969N - 507 691 .618E 2 138.732 51206.183N - 507692.825E 3 138,661 51210.538N - 507695.935E 4 138,591 51213.366N - 507700.462E 5 138.520 51214.251 N - 507705.754E 400593 28-23---5-27 MAINTENANCE DIVISION No. 4 CURVE DATA = 90'0' 13" R - 13.716m T = 13.73m I L = 21.544m 1 � _ _ _ _ ;URVE DATA 87'27'45" ,� ;' ; 13.716m ca .. , 13.122m 2 b) 1 = 20.938m Go �Q ELLY, NORTHERLY EASTERLY, r � 1 -' •39.190 51240.728N -- 507679.346E 4� ,.y� '---_ -`' 2 .; 39.221 51235.514N - 507678.139E �a ry 2 3 _59.253 51231.159N - 507675.029E 0;?y �` 1 4 ` 39.285 51228.325N - 507670.489E ' 5 , 39.316 51227.445N - 507665.210E 116th AVE S.E. 7 14� w 00 0 N 4 2 60 00 ti �i M 5 INTERSECTION OF 116th AVE. S.E. AND S.E.168th ST. MAILBOX SIDEWALK WIDENING DETAIL *305m m PER MAILBOX EXTRUDED CURB-, EXISTING ASPHALT EXISTING ASPHALT J� • <u<'t;;. ,; .,,:,.,::,. , ; - 762 i BACK OF SIDEWALK PAVEMENT C N.T.S. A STA. 3+218.224 LT.. TO 3+244.089 7 N 1'46'1-•5"E Ly E`V. NORTHERLY EASTERLY' 1 - 38.520 51226.358N _ 507746.048E 2 38.688 51227.574N - 507700.846E 3 38.855 51230.686N - 507696.502E 4 39.023 51235.222N - 507693.577E 56 39.190 51240.493N W- 507692.799E URVE DATA 89 455 58 R 13.716m 13.69m 21.53m DIARIES* 91 --rnm 3.04m TYP. -.� 04 LLI I 41 fjI ' F31 --ma Rw i B STA. 3+408.74 LT� TO 3-4-445_3 LT. * SEE ROADWAY SECTIONS FOR SURFACE MATERIALS �� off. WASH Q, 21532 4 15TI � IONALr D(PIRES 3/9/02 COUNTY ROAD ENGINEER KING COUNTY DEPT. OF TRANSPORTATION PAUt- TOLIVER, DIRECTOR 116th AVENUE S.E. PHASE II INTERIM IMPROVEMENTS MISC. DETAILS R-436704 SHEET 4 OF 28 SHEETS 310-30(04) 1 j� 9--1993-014-001 SEC. 29 .� 23N. R. W.M. 0010- D1D0 U, 67 ¢ ❑ a C'7 MATCH TO MATCH TO S E 4 E a I E E❑ 14-oa 3 a EXISTING WATER CiD EXISTING WATER ' SPRING GLEN-1993 _ LINE - SERVICE WETLAND CLASS 3 THOMAS, CT. COND. � � � z LINE SERVICE LaUGHLlN, j P & F 793370 CONNECTION i CONNECTION I 25mm DIAM. DONNA L. 25mm DIAM. 67 $1 7.6m WETLAND ` STA3+D55.3"-14.1 m LT BUFFER (25 } STA. 3+15U.00 W , NOTE: BIOSWALE TO BE MAINTAINED BY KING COUNTY �0 971993-7014-002 ANGLE POINT END CEMENT CONC. , ST&3+035.17-13.6m LT M P E # SIDEWALK REALIGNMENT _ g s STA. 3+102.115 STA, 3+143.65---9,Bm LT f ;7LT,5TA.3+025-11.4m LT MATCH EXISTING SIDEWALKBEGIN TEMPORARY CHAIN LINK FENCE S... � STA. 3+143.6a1 rA. �+1 PaiN �... � r ... � ... ... �... O-SVYALE 1.22m TC E # ANGLE T BEGIN CEMENT CONC. BI BEGIN CEMENT CONC. _... 1 I -.- } m Au RinrWAI K RFAI 1(,N1U$7-M ` , ....`'1 EWALK RE'�'LIG-...... 1.22m •,. , D NMEJT STA. 2+990 BEGIN PROJECT 50736.046N 507670.539E 0020 i D01D IVERSON, IVERSON, ARNOLD ARNOLD S. CE) UNITED STATES POSTAL SERVICE 9-1993-014-014 ElI _z � J I I CASCADE INVESTORS 9�--1993-014: 015 l�Ir1T� P-r1R LAD T(-�1= A Klr) A Gary nl kJE- lClnKlC clrC' 5 2.5 0 5 10 P+ • 1 r u • rrr�e� 9-1993-014-004 9-1993-014--002 L �-T- 2 3 N. l R. 5 E., W. M. qq l co 80 CLAYTON, �IE4 SE4 9--1993--014-005 � MARSHALL- a- � O CA5CI0, r- N, NORMAPETS AS, � R & PRANCES � BASF & KAYE. i dRMA 9-1993-Q14-00fi Lu .�.- ..,�.� ...T.,....,. ,t.. .. EXTRUDED CURB TC E #5 CALL 2 DAYS BEFORE YOU DIG 1-800-424--5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) CASCADE INVESTORS 9-1993-014-015 SEC. 28, T. 23N. R. NW¢ Z k SE., 9 -1993-014-016 W.M. HOFFPAUTA, B & CONTRArTOR TO PRO` PC:T 0 N H W Lit z 0 d DOTE: FOR MPE, TCE AND ARD DIMENSION'S SEE 5 2,5 ❑ 5 10 EASEMENT/ARD DESCRIPTION SHEET SCALE IN METERS Q0 i 0 W 8..y7rii L.F. SEC:29, 1 e 23Nr9 R. 5`*5 W.M. 9-1993--014—OO9 EDGE OF. ASPHALTNE CONC. P ,' IrMENT STA. 3+335.5---12.2m LT ¢ 9� 1993-014-008 j HOFFPAUTA BEGIN ROCK FACING "A" pD55 B & P _ +-- TOP F ROCKERY tTR) STA. 3+354-12.2m LT _RELOCATE MAILBOX O O NG „A„ BEHIND I END ROCK FACT, CURB FACE , 69 ❑ CEMENT CON ELF i 38.89 SAMPSON, 0052 SIDEWALK RA P TOP OF ROCKERY (TR) 8.37n LT PAR MISC. _ ,� GLENNF3n EL= 139.22 JET(, CONTRACTOR TO- PROTECT EDGE 4F ASPHALT STA. 3+382.04fi-9.76m LT EXISTING FENCE ANC CONC. PAVEMENT DETAIL SHE ���1 �.,� S & B SPECIAL BUS PAD u lb HEDGE DURING CONSTRUCTION. � � � o�• �„�� �f'� y` STA. 3+35�4-••�3.9m LT WITH WALL � STA. 3+317.7-6.7m LT r� 0 p $� END CEMENT CONC. 51DEWALK TR-139.004, BR=137.922 SEE BUS PAD DETAIL SHEET START CEMENT CONC. .5xSTA. 3+385.9 ARD 8 � w x� �� x�~ ARa SIDEWALK RAMP . PER MISC. DETAIL SHEET 9 -... _. - r :co ��� ,�� �Q`J� E2¢ MAILBOX TC E# M PE # 9 �.�R•' f� � RELOCATE OX ;9 � 609mm M E #S CURB FACE Tmm /TEXLANID PROPERTIES CORP. O�D 0y 9-1993-014--01 D TC E # 10 ST 3+409.3D 1 L T BPA TOWER TO BE REMOVED BY OTHERS E MISC. DETAIL SHEET_ FOR... ACK OF SIDEWALK PAVEMENT d ET L. sp STA. 3+41 0.77-9.906rr LT s E�EGIN EXTRUDED CURB STA: 3+43 �8_ ARD 1 s.sosm STA. 3+416.38 BEG_I�N,� XTRllDED . END EXTRUDED L'IJRB CU.K�s J QO C'7 0 w Q0 C'7 0 w CALL 2 DAYS BEFORE YOU DIG 1--800-424--5555 (UNDERGROUND unurr LDCA-nONS ARE APPROX.) 5 2.5 D 5 10 SCALE IN METERS OD50 SMITH, LARRY STA. 0+921.42 6.46m RT ANGLE PUINt CURB AND GUTTER ADJACENT TO EXISTING SIDEWALK � CHECKED: mi r�.r�GLL �g�uuI'- �q;'w / MAINTENANCE DIVISION No. 4 ° 3/9/02 DATE REVISION DY DATE COU rr Ro MNMR 0+940 W z z U w u] PLAN AND PROFILE 310-30(09 Q0 i O Lu STRUCTURE NOTES NOTE 1. THE FIRST NUMBER OF CODE DESIGNATION REFERS TO THE SHEET NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER �cI 4 REFERS TO THE CONSTRUCTION �� '� D4. �4 �• FEATURE FOUND ON THEicy PARTICULAR SHEET. �� 2.* CLEANING EXISTING STRUCTURE WILL BE �' c' -j4 r° � INCIDENTAL TO CONSTRUCTION FEATURE. r ' "3�v �� CODE STATION DESIG. EACH C.M.1 C.M. I EACHIEACH I M. I M. I M. I EACHI EACHI C.M. I EACHI EACHIEACH r CODE DESIG. REMARKS GALE 2 DAYS BEFORE YOU DIG -800--424-5555 5-1 2+990.8 - 6.4m LT 5 2.5 5.5 1 1 5-1 CONSTRUCT CATCH BASIN (CB), CONNECT TO EXISTING PIPE AND INSTALL STANDARD (STD.) FRAME AND GRATE. EXTEND PIPE TO ELEVATION BASE OF BIOSWALE. 5-2 2+995 to 3+D55 12 5 10.5 75 5--2 CONSTRUCT BIOSWALES W/ 1.22m BOTTOM WIDTH, CONSTRUCT PIPE TO CONNECT BIOSWALES. PIPE. INVERT TO MATCH BASE ELEVATION OF BIOSWALE. 5-3 3+040.25 -- 6.55m LT 1 5-3 ADJUST EXISTING CATCH BASIN TO GRADE. 5-4 3+071.7 - 6.7m LT 20 8 19 1 2 1 1 5-4 CONSTRUCT & CONNECT CB's, EXTEND PIPE TO ELEVATION BASE OF BIOSWALE. INSTALL STD. FRAME AND GRATE ON C806.7m LT AND SOLID COVER ON CB IN SIDEWALK. 5-5 3+074.00 - 6.70m LT 1 1 5--5 ADJUST EXISTING CATCH BASIN TO GRADE, INSTALL STD. FRAME AND SOLID COVER. 6-6 3+208.471 - 6.17m LT 1 1 6-6 ADJUST EXISTING CATCH BASIN TO GRADE, INSTALL STD. FRAME AND SOLID COVER 6--7 3+210.094 - 6.70m LT 1 0.1 1 1 .5 6-7 CONSTRUCT CURB INLET W/ THROUGH CURB INLET AND EXTEND PIPE TO EXISTING CB 6-6 - 3+255.9 - 6. m LT 1 1 6-8 ADJUST EXISTING CATCH BASIN TO GRADE, INSTALL STD. FRAME AND SOLID COVER 6-9 3+255.9 - 6.70m LT 1.5 0.3 1 1 1 1 6-9 CONSTRUCT CURB INLET W/ THROUGH CURB INLET AND EXTEND PIPE TO EXISTING CB 6-8 6-10 3+276.984 - .94m LT 1 1 6-10 ADJUST EXISTING CATCH BASIN TO GRADE, INSTALL STD. FRAME AND SOLID COVER 6- 3+276.984 - 6.70m LT 1.5 0.3 1 1 1 6-1 1 CONSTRUCT CURB INLET W THROUGH CURB INLET AND EXTEND PIPE TO EXISTING CB 6- T O 7-12 3+316.7-- 6.70m LT 2 0.5 1 1 1.5 7-12 CONSTRUCT CURB INLET W/ THROUGH CURB INLET AND EXTEND PIPE TO EXISTING CB 7-13 7-13 3+317.95 - 6.00m LT 1 1 7-13 ADJUST EXISTING CATCH BASIN TO GRADE, INSTALL STD. FRAME AND SOLID COVER 7-14 3+352.94 - 6.70m LT 2 0.5 1 1 1.5 7-14 CONSTRUCT CURB INLET W/ THROUGH CURB INLET AND EXTEND PIPE TO EXISTING CB 7--15 7-15 3+352.94 - 5.60m LT 1 1 7-15 ADJUST EXISTING CATCH BASIN TO GRADE, INSTALL STD. FRAME AND SOLID COVER � µ 7-16 3+352.94 - 6.70m LT 2 1 18.5 3.5 7-16 INSTALL ROCK FACING UNDERDRAIN TO FLOW TO DRAIN PIPE. EXTEND 150mm DIAM DRAIN PIPE TO CONNECT ROCK FACING 411JNDERDRAIN WITH CB7-14. 7-17 3+377.293 - 5.91 m LT 1 1 7-17 ADJUST EXISTING CATCH BASIN TO GRADE, INSTALL STD. FRAME AND SOLID COVER 7--18 3+377.293 - 6.70m LT 1.5 0.3 1 1 1 7_18 CONSTRUCT CURB INLET W/ THROUGH CURB INLET AND EXTEND PIPE TO EXISTING CB 7-17 -� 7-19 3+414.136 - 6.0Om LT 1 1 7_19 ADJUST EXISTING CATCH BASIN TO GRADE, INSTALL STD. FRAME AND SOLID CURER 7--20 3+414A36 - 6.70m LT 1.5 0.3 1 1 1 7-20 CONSTRUCT CURB INLET W1 THROUGH CURB INLET AND EXTEND PIPE TO EXISTING CS 7-19 7-21 3+423.9 - 6.7m RT 7.5 2.7 1 6 1 1 1 7-21 CONSTRUCT CATCH BASIN, EXTEND PIPE TO EXIST, CB 7-22. INSTALL STD. FRAME AND GRATE. 7--22 3+423.9 - 12.19m RT 1 1 -- 7-22 ADJUST EXISTING CATCH BASIN TO GRADE, INSTALL STD. FRAME AND SOLID COVER 8-23 3+445.6 - 10.13m RT 1 1 8-23 ADJUST EXISTING CATCH BASIN TO GRADE, INSTALL STD. FRAME AND SOLID COVER 8-24 3+444.73 - 6.7m LT 1 1 8-24 ADJUST EXISTING CATCH BASIN TO GRADE, ADD THROUGH CURB INLET FRAME AND GRATE �- - - •..-......_ ____ B-25 3+450.73 - 12.3m LT 5 3 1 8 1 8-25 INSTALL CATCH BASIN, EXTEND PIPE TO EXISTING CB 8-24 ADJUST EXISTING CATCH BASIN TO GRADE, INSTALL STD. FRAME AND SOLID COVER. EXTEND PIPE TO EXIST CATCH BASIN TO B-27, REMOVE EXISTING PIPE 5-26 3+484.25 - 8.7m LT 1 11.5 4.5 1 1 ❑ 1 1 8-26 8-27 3+494-8326.7m LT 31 13 28 1 B-27 CONSTRUCT CATCH BASIN EXTEND PIPE TO CB 8-28. INSTALL STD. FRAME: AND GRATE. 8--28 3+522.514 - 6.7m LT 28.5 12 1 26 1 8-28 I CObISTRUCT CATCH UaIN. EXIEND--PIPF TO C8 gz.2L INSTALL FRAME 8-29 3+548.326 6.4m LT 1 1 1 8-291 - 5TD. AND GRATE, INSTALL CATCH BASIN CONNECT TO EXISTING 300mm PIPE. INSTALL STD. FRAME AND GRATE. TOTAL FIELD BOOK: 1626& 1 G28 SURVEYED: GAMEL SURVEY BASE MAP: S. B.--GROSS DESIGN ENTERED: KUNIHIRO DESIGNED NGUYEN CHECKED: MITCHELL - 1-94 - 5 94 _ 99-00 - 99--00 - 05/00 rm s Zrn z -' DATE FED. AID No. PROJECT No. SURVEY No.. 400593 28-23-5-27 MAINTENANCE DIVISION No. 4 mmm 3/sla2 DING COUNTY TRANSPORTATION PAUL TOLIVER, DIRECTOR 116th AVENUE S.E. - PHASE 11 INTERIM IMPROVEMENTS STRUCTURE -NOTES rd l l'tou A SHEET 10 OF 28 SHEETS 310-3000) CR.jUf' DI?EC?nf?` -NAlAE WALE ROADWAY Cfl co W 304mm MIN. THICKNESS OF 50mm - 100mm QUARRY SPALLS GRAVEL SACKFILL FOR DRAINS E x A LO ` V UNDERDRAIN — PIPE 152mm MIN. CONST. GEOTEXTILE FOR ------ UNDERGROUND DRAINAGE 01 ` --KEYWAY 1.37m PAY LI M ITS EXCAVATION ONLY ROCK FACING N.T.S. ELEV. TOP OF ROCKERY (TR) 4 ELEV. BOTTOM OF ROCKERY (BR)= KEYWAY WALL # ROOK FACING SCHEDULE--- 116th AVENUE S.E. WALL A STA. 3+335.5 TO 3+354 - 9.9m LT 304mm MIN. THICKNESS 50mm-100mm QUARRY SPALLS 1.828m CHAIN LINK 1.82m (6') FENCE z E N r 152mm 3 CAP LO r Lr.J J LiJ € z N Q m W 1.37m PAY L1 M ITS EXCAVATION ONLY � I r ELEV. TOP OF ROCKERY (TR) ORIGINAL GROUND ELEV. BOTTOM OF ROCKERY (8R)- KEYWAY ROCK FACING UNDER SIDEWALK N.T.S. ROCK FACING UNDER SIDEWALK SCHEDULE- 116th AVENUE S.E. WALL B STA. 3+408 TO 3+455.02 — 8.4m RT. ��yj: u- :111>E m SURVEY BASE MAP a DESIGN ENTERED: 0 0 DESIGNED CHECKED: f "-'A_ r7,3 7-7 1626 & 1628 GAM M ELL 9 1 --94 S.B.—GROSS 5/94 KUNIHIRO 99-00 NGUYEN 99-00 M ITCH ELL 04/00 c l/4'apa 1 DATE REVISION BY i DATE JUTE MATTING OVER SEED ON SIDE SLOPES (TYP.) N OTES 1. SEE KINC COUNTY ROAD STANDARDS (KCRS) SEC 5.01. 2. WSDOT/APWA 9-03.12[4]. 3. CAP SHALL BE CONCRETE CLASS 20 (3000). 4. FLATTER SLOPE MAY BE REQUIRED IN LESS STABLE SOILS. 5. FOR ROCKERY HEIGHTS EXCEEDING 1.219m (4'), SEE KCRS DWG FED. AID No. PROJECT No. SURVEY No 400593 28---23-05---27 MAINTENANCE DIVISION Na. 4 WIDTH OFFSET 1310SWALE z)EED MIX F� �v IOcm OF COMPOST TOPSOIL TILLED INTO NATIVE SOILS AND LIGHTLY COMPACTED OR ROLLED PRIOR TO SEED/SOD- TYPICAL E3I0-SWALE DETAIL. *SOD TO LINE THE FIRST AND LAST 3.04m OF EACH BIOSWALE BASE SEE LANDSCAPE PLANS FOR MORE DETAILS ON BIOSWALE BIO--SWALE SCHEDULF ' 1 6th AV,-. NUE S.E. STATION' _ OFFSET BOTTOM r-LEV/ 2+995 9.906m Ll 129.63 3+010 9.906m LT 129.85 ��- 3+025 9.90E m LT - -� - 130.08 130.3 130.45 3+035,17 10.5 m LT 3+045.4 10.7m LT 3+055.3 1 ❑.9m LT _ 130..63 NO. 5-007.. 9ON CALL 2 DAYS BEFORE YOU DIG 1—800--424--5555 (UNDERGROUND � 'TILJTY LOCATIONS ARE APPROX.) P�q KING COUNTY DEPT, OF TRANSPORTATION PLO OF WAS / .x PAUL- TOLIVER. DIRECTOR a, j IST 116th AVENUE S.E. - PHASE II INTERIM IMPROVEMENTS w, EXPIRES 3f9/02 1 WALL/BIO—SWALE DETAILS COuNTY ROAD ENGINEER MERIDIAN W,S.L.G.N.Z. N.G.V.CRP-436711 SHEET 11 OF 28 SHEETS 310-3001) Q0 C'7 0 W FIELD BOOK: SIJ RVEYED: SURVEY BASE MAP: DESIGN ENTERED:_ DESIGNED CHECKED: CENTERLINE A J I RAW INSTRUMENT \- D B -J '�-- C R/W INSTRUMENT DETAIL GAMMELL 1 91-94 S.B. GROSS 5/94 KUNIHIRO 99-00 NGUYEN 99—OD MITCHELL 04/00 fiz,/zcc,� I DATE W BY I DATE FED. AID No. PROJECT No. SURVEY No., AGREEMENT TO RECONSTRUCT DRIVEWAY (ARD) A ROADWAY B STATION AND OFFSET C D PARCEL NUMBER* INSTRUMENT" DRIVEWAY f 143 AR❑ #1 DW-#4 STA. 3+063.8--9.14m LT 5TA. 3+083.8--13.7m LT STA. 3+069.8-13.7m LT STA. 3+069.8-9.14m LT 67 ARD #2 DW-#6 STA. 3+190.24-9.14m LT STA. 3+ 190.24-13.71 m L1' STA. 3+208.41--13.71 m LT STA. 3+208.41--9.14m LT 80 ARD #5A DW-#7 STA. 3+208.41-9.14m LT STA. 3+208.41-13.71 m LT STA. 3+218.86-13.71 m LT STA. 3+218.86-9.14m LT 80 ARD #5I3 DW-#8 STA. 3+242.79-9.14m LT STA. 3+242.79-13.71 m LT STA. 3+255.73-13.71 m LT STA- 3+255.73-9.14m LT 93 ARD #6 DW-#9 STA. 3+267.1 1---9.14m LT STA. STA. STA. STA. STA. 3+267.1 1-13. 71 m 3+357.09-1 3.71 m 3+399.83-13.71 m 3+404.49-13.71 m 3+51 1,02-13.71 m LT L I Ll RT ----� STA. STA, STA. I STA. I STA, 3+277.1 I---13.71 rn 3+370.27-13.71 m 3+404.49-13,71 m 3+431.87-13.71 m 3+521.96- 13,71 m LT L! LT LT STA. STA. STA. STA. STA. 3+277.11-9.14m 3+370.27-9.14m 3+404.49-9-14m 3+431.87-9.14m 3+521.96-9.14m LT LT LT LT RT 0055 ARD #8 DW--#10 STA. 3+357.09-9.14m LT 0052 ARD #9 DW-#1 1 STA. 3+399.83-9.14m LT 0051 ARD #10 DW--#12 STA. 3+404.49-9.14m LT 30 ARD #18 DW—#13 STA. 3+511.02-9.14m RT 0922 ARD #19 ❑YV--#14 STA. 3+54.94-9.14m RT STA. 3+541.94--13. a 1 mR ,T " STA. 3+553.30-13,71 m eRT --- RT STA. 3+553.30-9.14m RT PARCEL NUMBER* I INSTRUMENT** 143 MPE #1 0055 MPE #8 D052 MPE #9 PARCEL NUMBER* I INSTRUMENT** 143 TCE # 1 81 TCE #4 80 TCE #5 93 TCE #6 0052 TCE #9 0051 TCE #10 0361 TOE #12 0040 TCE #13 114 TCE #17 30 TCE #18 0922 TCE #19 MULTIPLE PURPOSE EASEMENT (MPE) ROADWAY STATION AND OFFSET A B C STA. 2+991.6-9.14m LT STA. 2+991.6-14.5m LT STA. 3+056.15-14.5m LT STA. 3+335.85-9.14m LT STA. 3+335.85--12.19m LT� STA, 3+357.09-W12.19rrn LT STA. 3+380.7-9.14m LT STA. 3+380.7-10.1 m' -- ry STA. 3+386 ,5-10.1 m LT i TEMPORARY CONSTRUCTIONEASEMENT (TCE) ROADWAY STATION AND OFFSET STA. 3+056.15-9.14m LT STA, 3+056.15-12.2m L7 STA. 3+063.82-12.2m LT STA. 3+147.45-9.14m LT STA. 3+147.45-12.19m L. STA. 3+190.24--12.19m LT STA. 3+218.86-9.144m LT STA. 3+218.86-10.97m LT STA. 3+242.79-10.97m LT STA. 3+255.73-9.14m LT STA. 3+3 7 4.05-9.14m LT STA. 3+404.68-9.14m LT STA. 3+498.29-9.14m LT STA. 3+551.50-9.14m LT STA. 3+391.39-9.14m RT STA. 3+499.41-9.14m RT STA. 3+538.79-9.14m RT --STA. STA. 3+255.73-10.66m -- STA, 3+259.20-10.66rr 3+387.4-10.4m Ll f r.__._-_. STA. 3+374.05-10.1 m L STA. 3+404.15-21.33m LT STA. STA. 3+453.13-21.33m 3+551.50-10.66rn LT LT STA. 3+491.64-10.66m Li STA. 3+551.50-10.66m Ll STA. 3+56&98-10.66r-p Lr STA. 3+391.39-14.47m FT STA, 3+462.57-,14.471r RT STA. 3+492.78--10.66rrr RT STA. 3+537.3-10.66m RT STA. 3+537.3-10.66m R? 5TA, 3+556.76-10.56m RT �........ ... . _ - ...... STA. D 3+056.15-9.14m LT STA. 3+357.09-9,14m LT STA. 3+386.5-9.14m LT D D 4_. 5TA. 3+063.82-9.14m LT STA. 3+190.24-9.14m LT STA. 3+242.79-9.14m LT STA. 3+269.20-9.14m LT STA. 3+387.4-9.14m LT STA. 3+451.87-56.1 m LT STA. 3+551.50-9.14m LT STA. 3+568.98-9.14m LT STA. 3+538.79--9.14m RT STA. 3+556.00-9.14m RT PARCEL NUMBERS ARE LOCATED ON THE PLAN & PROFILE SHEETS AS INDICATED "INSTRUMENT NUMBERS ARE LOCATED ON PLAN & PROFILE SHEETS AND CORRESPOND? PROJECT RIGH-`- OF WAY !UMBERS. CN PLAN o OF RE CORD C2_71QCZ71' 400593 28-23-5--27 MAINTENANCE DIVISION No. 4 3. KING COUNTY DEPT. OF TRANSPORTATION SHEET of WA PAUL TOLIVER, DIRECTOR 12 01, OF 315sx 116th AVENUE S.E. PHASE if 28 'CGISTE' INTERIM IMPROVEMENTS SHEETS EXPIRES 3/9%02 EASEMENT/ARD DESCRIPTIONS COUNW MNMR 310-3002) Q0 C'7 0 W DRIVEWAY NOTES NOTE THE FlRST NUMBER OF CODE DESIGNATION �• ���` REFERS TO THE SHEET NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER �� o REFERS TO THE TNSTRUCTION �, 6iFEATURE FOUND THE E c'� �6 PARTICULAR SHEET. 7 ❑ C� �. G 4, * QUANTITIES FOR ESTlmKnNG PURPOSES ONLY, NOT FOR PAYMENT. im ` (SEE SPECIAL PROMIONS) G� � ��� [v❑� �G� Uv v� q�� �11 cQj 4r �� G U [•�' G�" y��' �� � v G B G uj CODE CENTERLINE z z z g D ES IG. STATION C) 0 o 5 vi 5-2 3+029.54 (RT) - - - NO NO WORK -- - - 5--3 3+030.36 (LT) MPE #1 1 9.14 9 N4 jUNPAVElD GRAVEL 13.711 2,29 15.45 4.5 1.4 14 5--4 3+067.1 (LT] ARD #1 5.66 5 NO UNPAVED GRAVEL 11-711 1.33 5.8 3.7 .88 9.5 5-5 3+091.92 (RT) - - - NO NO WORK - - - - - 6-6 3+199.3 (LT) ARD 12.15 14.7 NO UNPAVED GRAVEL 1 &71 1.94 8.5 1.9 7.9 18.5 6-7 3+214.2 (LT) ARD #5A 5.89 5.2 NO PAVED PAVED 1&71 - - 2.9 .58 9.5 6-8 3+249.30 (LT) ARD f5BI 7.78 7.3 NO PAVED PAVED 13.71 - - 6.5 7.2 12 6--9 3+271.80 (LT) ARD #6 5.25 5 NO UNPAVED GRAVEL 13.71 1.31 5.5 2.6 .8 8 7--10 3+363.7 (LT) ARD #5 12.36 12,9 YES UNPAVED GRAVEL 13.71 11.12 16.5 6.2 2 19 7-11 3+402.DO (LT) ARD #9 3.o7 2.5 YES PAVED PAVED 13.71 2.76 4.4 1.5 4.3 4.5 7-12 3+422,37 (LT) ARD 110 15 -- YES I PALED PAVED 1171 8.85 16.5 5.3 15.5 16.5 8-13 3+516.6 (RT) ARD #18 9.04 9 YES PAVED PAVEDI 1171 5.42 8.7 4.4 a7 14 8-14 3+547.8 (RT) ARD 129 9,15 9 YES PAVED PAVED I 13M 5.5 A 4.5 8 13.5 9-15 0+953.49 (RT) TCE #10 9.79 9.79 NO PAVED PAVED 13.71 -- I - 3.5 4 15 f� z u n 3,48m VC > 3,46m VC OLI O� OJ I II C1 C) CO 00 � (o + OD CD J If CD I1 Q F-- ,�- W 4 LLJ H ARD I 4,566r 116 AVE SE �---------- .1139 W 06 CO CO CU CrN II c7 _ - J `-' 4. W W FIELD BOOK: 1526 & 1628 91-94 SURVEYED: GAM MELL 94 p o SURVEY BASE MAP: S.B. GROSS 99-00 DESIGN ENTERED; KUNIHIRO 99-00 DESIGNED NGUYEN R CHECKED: MITCHELL 04/00 DATE �- ao ao 1 +0110 D } ,Jf--- a 1 0 STA 3+363.7 LT REVISION 138 ilmillill CL 3.19In VC 323m VC [1..1 0j CL f� I M CD OD ] i � � CO co C - CC- m CD II -� II -- + L! Q J [J7 W4 W 3 ARD 1> �- 4.5 616 f�I > 00 .. T . CO t o J _J cu. �,D ~� (y) + W 4 Lj OD cal - I 0 0 I 1+020 1+010 DW 0 1 I STA 3+402 LT FED. Al D No. PROJECT No. SURVEY No. 400593 28--23----05-27 MAINTENANCE DIVISION No. 4 140 1+000 1+010 TYPICAL DRIVEWAY PROFILE (DRIVEWAYS WITH NO PROFILE) V. 138, 000 WAsy. a vL EXPIRES 3f9%02 COUNTY RMa ENINNEER 1+020 134 11.6th Arse SE DA 000 1+000 3,22m. VC � tZJ C'O > C Cc I l -- O. CD CD CD + W .i + F � Q i f ARD j 4,5661"''i; _�• , . � � _► '`�' , ,_..... �..� ••ems' �:� 3,3/m, VC 00 In f m L,1 _ cu CU I-, > 0 00 r (y) I -- -- - cli licrkCD li -1 +I W LLJ (y) ; 00. V) _+- 01 c imj�. SEA. w5-+'42G,37 L ? 116 AVE SE 40 L01 Ln co + 138- 000 KING COUNTY DEPT. OF TRANSPORTATION PAUL TOLIVER, DIRECTOR 116th AVENUE S.E. - PHASE II DRIVEWAY PROFILES MERIDIAN W.S.L.G.N.Z. N.G.V.D. 29 CALL 2 DAYS BEFORE YOU DIG 1 i -800-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPRO) R-436713 SKEET 13 OF 28 SHEETS 310-3003) QO C'7 0 w Q0 C'7 0 Lu FIELD BOOK: 1626 & 1628 SURVEYED: GAM M ELL 917.94 81 SURVEY BASE MAP: S.B. C;ROSS15Z94 DESIGN ENTERED: KUNIHIRO 99-04 DESIGNED NGUYEN 99—oo CHECKED:MITCHELL 04/00 DATE REVISION BY I DATE FED. Ala No. PROJECT No. 400593 SURVEY No. 28-23-05-27 MAINTENANCE DIVISION No._ 4 EXPIFE.s s/e/as COUNTY ROAD ENGINEER 2.5 D 5 SCALE IN METERS KING COUNTY DEFT, OF TRANSPORTATION SHEET PAU! TD! !VER. DIRECTOR 18 OF 116th AVENUE S.E. - PHASE it 28 INTERIM IMPROVEMENTS SHEETS 7-1 1,PAVEMENT-DETAILS 310-3008) 2.9 4 m (9'8 ") 914mm 405mm 2.13 m (8') -I- - I.- E 04 E E 914mm ;'E fir - I L BUS PAD FOOTING 2-946m (W-81") #4 REBARS 0 304mm(12") O.C. EACH WAY, 50.8mm(2") BELOW TOP OF SLAB FIELD BOOK: SURVEYED: SURVEY BASE MAR: DESIGN ENTERED: DESIGNED CHECKED: 1626 & 1628 GAMMELL S.S. GROSS KUNIHIRO NGUYEN MITCHELL 91-94 5/94 99-00 99-00 04/OD alm,"I'll REQUIRED AT SOME SITES (NOTE 2) �mm (11.25") FOOTING LONGITUDINAL SECTION — NTS I DATE I REVISION I BY I DATE NOTES 1 FOR SITES WITH SLOPES LESS THAN 0.5% IN 'A' DIMENSION, INCREASE DIMENSION AT MIDDLE OF FOOTING BY 25mm (1") TO ASSURE PROPER DRAINAGE OF SURFACE WATER. 2. NO DRAINAGE REQUIRED IF WALL IS UNDER 609mm (2') HIGH. 3. CONSTRUCT REAR WALL FULL LENGTH OF SHELTER FOOTING OR LANDING PAD. TAPER TO MEET SITE SLOPE. 4. FLATTER SLOPE MAY BE REQUIRED IN UNSTABLE SOILS AS DIRECTED BY ENGINEER, 5. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS, FED. AID No. PROJECT No. SURVEY No. 400593 28-23-5-27 MAINTENANCE DIVISION No. 4 19mm(3/4") CHAMFER ALL EXPOSED EDGES 76mm(3")FREEBOARD 304m m 150mm -1 .17 m OVER FINISHED (12")- (r) 304, GRADE (NOTE 3) SEE NOTE 4 RESTORE TO . . . .......... . .... .. MATCH EXISTING FINISHED GROUND PROFILE 140mm-150mm(4y' 617) QUARRY SPALLS FOOTING -El MAX, -I I I _.�. f � _ CONST. GEOTEXTILE FOR UNDERGROUND DRAINAGE GRAVEL BACKFILL FOR DRAINS ;JI.-ANS OF RECOi-RC.-, EXPIRES 3/9/02 COUNTY ROAD ENGINM � �z s ve- —,-, cn E E (0 E E ir nt j— 190mm .-)4mm(12") O.C. ------ #4 REBAR @ (EAC H WAY) 150mm(6"'l 0 UNDERDRAIN PIPE� FOR WALLS HIGHER THAN 309 mm (2'-.-0") (NOTE -3) FOOTING WALL WITH WING WALL , N T'S KING COUNTY DEPT. OF TRANSPORTATION PAUL TOLIVER., DIRECTOR 116th AVENUE S.E. PHASE 11 INTERIM IMPROVEMENTS METRO BUS PAD R-436716 SHEET 19 OF 28 SHEETS 310-30(19) 00�0 IVERSON, ARNOLD BEGIN PROJECT aa1 a IVERSON, ARNOLD S. 143 LOUGHLIN, DONNA L. STA.3+035.17-13.6m LT MPE STA.3+055.3-14.1 In LT SEC. 29, T.- .23N. SE4 �EA. NE' S 1 ARD #IE 3E.9 W.M. _ WETLAND CLASS 3 7.6 WETLAND -N BUFFER 25 ) nF 1 I 3+ 100 001(] SPRING GLEN, 1T. COND. 793370 ^ASCADE INVESTORS MONO- 5 2.5 0 5 1 Q SCALE IN METERS LANDSCAPE LEGEND 1, ROTOTILL 75mm (3"} OF COMPOST TOPSOIL INTO PLANTING AREA. 5. INSTALL TOPSOIL C� 5cm MINIMUM AND THEN SEED ALL DISTURBED C RED FLOWERING CURRANT�'i RIBES SANGUINEUM; SNOWBERRV(SYMPHORICAPOS ALGA) AFTER PLANTING TOPDRESS WITH 50mm 2" BARK. ' � � AREAS NOT PLANTED OR SODDED. 0 PACIFIC DOGWOOD/(CORNUS NIJ1 ALLII``. VINE MAPLE/(ACER CIRCINATUM) 2. AFTER SWALE ROUGH GRADE IS COMPLETED, TILL 10cm OF COMPOST 5. SEE SHEET 28 FOR ADDITIONAL EROSION CONTROL AND LANDSCAPING TOPSOIL IN SIDES AND BOTTOM OF SWALES AND SEED WITH BIOSWALE NOTES. SEED MIX AND COVER SIDE SLOPES WITH JUTE MATTING. EVERGREEN HUCKLEBERRY/ (VACCINIUM OVATUM; SALAL/(GAULTHERIA SHALLON) 3. COVER TEMP. STABILIZED CONSTR. ENTRANCE CE WITH 7. CLEARING AND GRADING LIMITS SHALL BE AT THE R%W AND p SHORE PINE/(PILAUS CONTORTA''w EASEMENTS OR AS DIRECTED BY THE ENGINEER IN THE FIELD. I NOOTKA ROSE/(ROSA NUTKANA) GRAVEL AS DIRECTED BY ENGINEER. -� SEC. 29, T. 23N,9 R. 5E., W.M. - - BIOSWALE SEED MIX f 8p 69 93 GD N E4 SE4 CASCIO, CLAY ON, UTA, SOD SAS#L KAYF MAR�HALL J. t CONTRACTOR SHALL BO& P CLAYTON, THOMAS, '. PROTECT EXISTING_ NORMA PETER & PRANCES HEDGE AND FENCE OIL DU ING CONSTRUCTION GL ! BMP LEGEND I VEG ARD #2 ARD #5A ARD #5B TEE S ARD #6 1'. CONSTRUCTION GEOTEXTILE FOR IP ps Ta ... TC E #� I < � - nipr nip;--- -- -- --- __ - - TEMP. SILT FENCE ... a In V) z J C) Q I DO FIELD BOOK: 1626 & 1628 SURVEYED: GAM M ELL 91 _94 0 m SURVEY BASE MAP: S.B. GROSS 5 94 � DESIGN ENTERED: KUNIHIRO 99-00 99-00 DESIGNED D. WILSON 04j00 fL CHECKED: MITCHELL ►�-• SL z DATE NOTES: 4. 3.04m(10') OF SOD TO BE PLACED AT THE INLET AND OUTLET OF EACH SWALE BOTTOM. REVISION L.Is';i0 1 WQXI Lm . . . .. .. .. . (D CASCADE INVESTORS FED. AID No. PROJECT No. SURVEY No., 400593 28-23-05-- 27 MAINTENANCE DIVISION No 4 � a� wAsH 21532 v . IV e IQ 4AL EXPIRES 3/9/02 COUNTY ROAD ENGINEER {VE") VEGETATION PRESERVATION Q�) PERMANENT SEEDING I SCE SOD i _ F GRADING LIMITS CLEARING LIMITS d' HIGH VISIBILITY FENCING p OUTLET PROTECTION I TEMP.STABILIZED CONSTR.ENTRANCE e CLEAR PLASTIC COVERING t I� INLET PROTECTION JUTE MATTING e IT' COMPOST TOPSOIL DUST CONTROL ICING COUNTY DEPT. OF TRANSPORTATION PAUL OLIVER,TDIRECTOR 116#h AVENUE S.E. ® PHASE 11 INTERIM IMPROVEMENTS TEMP. EROSION AND SEDIMENT CONTROL\LANDSCAPE PLAN (SURFACE WATER POLLUTION PREVENTION PLAN—NPDES) SHEET 26 OF 28 SHEETS 310-3026) I HOFFPAUTA 0 4 SEC* 29 T. 23N, R• 5E. WoMe co B&P + Q GD � ti055 NE4SE4 O MPSON, -SAMPSON, J. D. & ' CONTRACTOR SHALL cn a GLENNDA Lu PROTECT EXISTING HEDGE AND FENCE 4 DURING CONSTRUCTION F'^ 1 ARD 7T tP - - MPE #8 IP F2►1V 0 cn 0 Ix d 3+300 NO1.46' 14"E 116TH A\ Ld zr J U _ d R/W (D CASCADE lIV tsTbRS SEC. 289 T. 23N.9 R. 5-E,9 W.M. - NWT. S�A,1 F �.:_;. E o0si TEXLAND PROPERTIES CORP. p 4 CASCADE VISTA . G ATHLETIC CLUB 5 2.5 0 5 10 SCALE IN METERS i W� cif PROPERTIES 0922 PROPERTIES R-436718 FIELD BOOK: 1626 & 1628 FED. AID No. — SHEET SURVEYED: GAMMELL 91-94 3. pq KING COUNTY DEPT. OF TRANSPORTATION `' °F WA3yr PAU L TOLIVER9 DIRECTOR 27 SURVEY BASE MAP: S.B. GROSS 94 C7ti l a C� ti PROJECT No. F�UNINIRQ 99-00 400593 � � ,. � � O1= 8 DESIGN ENTERED: 116th AVENUE S.E. PHASE II8 SURVEIL Na. 28-23—U5•--�7 �,� � DESIGNED D. WI L�oN ss-oo — '� � ..' ��'ST�-��. INTERIM IMPROVEMENTS SHEETS a CHECKED: MITCHELL 04/00 � uj MAINTENANCE DIVISION No. 4 EXPIRES 319102 TEMP, EROSION AND SEDIMENT CONTROL\LANDSCAPE PLAN o Z -� 1 ��.^� DATE REVISION BY DATE awNrr roan ENGINEER (SURFACE WATER POLLUTION PREVENTION PLAN—NPDES) 310-30(27) VERTICAL AERATION PIPI 2—PER TREE (SEE SPECIAL TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES PROVISIONS) (KC1) APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND 50mm (2") x 1,B2m (s') LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, LODGEPOLE PINE STAKE WITH ETC.) RUBBER HOSE AND WERE TIE f R IO R GU REVIEW BACKFILL WITH 1/3 SOLI WALL FILTER MEDIA FOR DEWATERIP T T (KC2) THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSUCN, E AR TRUNK MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE COMPOST TOPSOIL AND RESPONSIBILITY OF THE TESC SUPERVISOR IN ACCORDANCE WITH COUNTY TESC STANDARDS 2/3 NATIVE SOIL Iwo 50mm (2") DEPTH 50mm x 1.B2m (2" X 6') UNTIL ALL CONSTRUCTION IS APPROVED. (SEE NOTE 18 WITH REGARD TO TESC BARK MULCH _ STAKEW� FIR SUPERVISORS) F-+4 TIME RELEASE RUBBER HOSE r� WATERING PACKET'S & 12 GAUGE (KC3) THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY 04 3—PER TREE WIRE TIE FLAGGED BY A CONTINUOUS LENGTH OF BRIGHTLY COLORED SURVEY TAPE (OR FENCING, IF (SEE SPECIAL REQUIRED) PRIOR TO CONSTRUCTION. VEGETATION OR STAKES CAN SUPPORT THE TAPE. THE - PROVISIONS) TAPE SHALL BE 1 TO 2 METERS HIGH. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE FINISH GRADE - 152 m (6'] 1 ..-.....: ;e/ MIN ( ) DEPTH MAINTAINED BY THE TESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION UNLESS f SBARK MULCH OTHERWISE NOTED OR DIRECTED BY ENGINEER. THE CLEARING LIMITS SHALL COINCIDE WITH THE GRADING LIMITS AT TOP & TOE OF "CUTS AND FILLS". AV/ r� (KC4) THE TESC FACILITIES SHOWN ON THIS PLAN SHALL BE CONSTRUCTED PRIOR TO OR IN... TURN BACK BURLAP—!L—/ CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES I5 1/3 BELOW SURFACE `` '' ''' I.:-. SCARIFY ROOTBALL & MINIMIZED. �— -- 101mm (4") MOUND ;� SPREAD ROOTS SCARIFY SIDE OF ZRATIVE SOIL OF COMPACTED (KC5) THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR PLANTING HOLE NATIVE SOIL UNDER ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES ROOTBALL (TYP.) SHALL BE UPGRADED AS FOR FOR CHANGING SITE CONDITIONS E(ED.G. ADDITIONAL SUMP PUMRPS, RELOCATION OEVETS ANDOFDIFIED DI DITCHES ANDD IUNT SILT FENCES, ETC,) 2 x ROOTBALL 2 X ROOT9ALL � !� E 'lP■jJ O ICC6 THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE TESC SUPERVISOR AND MAINTAINED r ( MOTE: ALL ROOTBALLS TO BE TREATED WITH VITAMIN 8-1 PRIOR TO PLANTING. TO ENSURE CONTINUED PROPER FUNCTIONING IN ACCORDANCE WITH ICING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. EVERGREEN AND DECIDUOUS TREE PLANTING [DETAIL (KC7) AS A GENERAL RULE, ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS N.T.S. DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G., SEEDING. MULCHING, PLASTIC COVERING, ETC.). THE COUNTY MAY REDUCE OR INCREASE THESE TIME LIMITS DEPENDING ON SITE CONDITIONS OR ANTICIPATED WEATHER CONDITIONS. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS UNLESS THE COUNTY DETERMINES THAT WINTER WEATHER MAKES VEGETATION ESTABLISHMENT INFEASIBLE. ALL AREAS THAT REACH FINAL GRADE OR WILL REMAIN UNWORKED FOR MORE THAN ONE YEAR SHALL BE STABILIZED WITHIN SEVEN DAYS. SEE THE LANDSCAPING PLANS AND COUNTY ESC STANDARD SECTION D.5.2 OF THE K.C. SWM MANUAL FOR PERMANENT STABILIZATION. (KC8) THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR IMMEDIATELY FOLLOWING A STORM EVENT. (19) AT A MINIMUM, THE SITE SHALL BE INSPECTED BY THE CONTRACTOR'S TESC SUPERVISOR EVERY 30 DAYS DURING THE DRY SEASON, EVERY 7 DAYS DURING THE WET SEASON, AND WITHIN 24 HOURS OF (KC9) AT NO TIME SHALL MORE THAN 0.15 METER OF SEDIMENT BE ALLOWED TO ACCUMULATE SIGNIFICANT STORMS (>1.3 CM OF RAINFALL WITHIN 24—HOURS), A WRITTEN RECORD OF THESE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED INSPECTIONS SHALL BE KEPT ON --SITE WITH COPIES SUBMITTED TO THE ENGINEER. JUST PRIOR TO FINAL INSPECTION APPROVAL. THE CLEANING OPERATION SHALL NOT FLUSH {) 2O ANY PORTION OF THE SITE WITHOUT APPROVED PERMANENT STABILIZATION SHALL BE SEDIMENT —LADEN WATER INTO THE DOWNSTREAM SYSTEM. SUBJECT TO THE FOLLOWING WET SEASON REQUIREMENTS (OCTOBER 1 TO APRIL 30): (KC10) STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING A. THE ALLOWED TIME THAT A DISTURBED AREA CAN REMAIN UNWORKED WITHOUT COVER OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES IS REDUCED TO TWO DAYS, RATHER THAN SEVEN. MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE B. SLOPES AND STOCKPILES 3H:1V OR STEEPER AND WITH MORE THAN 3 METERS OF KEPT CLEAN FOR THE DURATION OF THE PROJECT. VERTICAL RELIEF ARE TO BE COVERED IF UNWORKED FOR MORE THAN 12 HOURS. C. COVER MEASURES SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED (KC11) MULCH SHALL BE APPLIED IN ACCORDANCE WITH COUNTY ESC STANDARD SECTION D.4.2.1 ON ON —SITE. DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS OR A5 A COVER D. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED FOR SEED DURING THE WET SEASON AND DURING THE HOT SUMMER MONTHS. WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH OF THESE AREAS TO BE SEEDED SHALL BE SUBMITTED AND APPROVED BY THE COUNTY ENGINEER. E. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. (12) TEMPORARY AND/OR PERMANENT SEEDING SHALL BE APPLIED IN ACCORDANCE WITH COUNTY F. 40 LINEAR METERS OF SILT FENCE (AND THE NECESSARY STAKES) PER ONE HECTARE OF ESC STANDARD SECTION D.4.2.4 ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR DISTURBANCE MUST BE STOCKPILED ON —SITE. LESS THAN 30 DAYS OR HAS REACHED FINAL GRADE. AT COUNTY DISCRETION, SEEDING G. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES WITHOUT MULCH DURING THE DRY SEASON MAY BE ALLOWED. SEE COUNTY ESC STANDARD UNLESS THE SITE IS UNDERLAIN BY COARSE —GRAINED SOIL. SECTION D.4.2.4 FOR SEEDING SPECIFICATIONS AND CONSTRUCITON REQUIREMENTS. H. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFF —SITE DISCHARGE IS (13) SODDING SHALL BE APPLIED IN ACCORDANCE WITH COUNTY ESC STANDARD SECTION D.4.2.5 ON DISTURBED AREAS THAT REQUIRE IMMEDIATE VEGETATIVE COVER. SEE COUNTY ESC STANDARD SECTION D.4,2.5 FOR SODDING SPECIFICATIONS AND CONSTRUCTION REQUIREMENTS. (14) PERIMETER PROTECTION TO FILTER SEDIMENT FROM SHEETWASH SHALL BE LOCATED DOWNSLOPE OF ALL DISTURBED AREAS WHERE SHOWN ON THE PLAN. PERIMETER PROTECTION SHALL BE INSTALLED PRIOR TO UPSLOPE GRADING. SILT FENCE SHALL BE USED FOR PERIMETER PROTECTION, UNLESS OTHER MEASURES ARE APPROVED (E.G., 13RUSH BARRIERS, VEGETATED STRIPS, ETC.), AND SHALL BE APPLIED IN ACCORDANCE WITH COUNTY ESC STANDARD SECTION D.4.3. (15) INLET PROTECTION SHALL BE USED ON ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 150 METERS OF A DISTURBED AREA UNLESS THE SYSTEM DRAINS TO A SEDIMENT POND OR TRAP. SEE COUNTY ESC STANDARD SECTION D.4.5.3 FOR INLET PROTECTION SPECIFICATIONS AND CONSTRUCTION REQUIREMENTS. (16) PREVENTATIVE MEASURES TO MINIMIZE THE WIND TRANSPORT OF SOIL SHALL BE TAKE WHEN A TRAFFIC HAZARD MAY BE CREATED OR WHEN SEDIMENT TRANSPORTED BY THE WIND IS LIKELY TO BE DEPOSITED IN DRAINAGEWAYS OR WATER RESOURCES. WHEN USING WATER FOR DUST CONTROL, SPRAY UNTIL SOIL IS WET BUT RUNOFF IS NOT INITIATED. CALCIUM CHLORIDE MAY BE USED AND OIL SHALL NOT BE ALLOWED FOR DUST CONTROL. (17) THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TESC MEASURES SUCH THAT NO SAND —SIZED SEDIMENT (SOIL PARTICLES COARSER THAN THE #200 SIEVE, 0.075MM) LEAVES THE SITE. A #200 SIEVE MUST BE KEPT ON —SITE UNTIL FINAL STABILIZATION HAS BEEN APPROVED. THE COUNTY MAY REQUIRE MEASURES BEYOND THOSE DETAILED ON THE TESC PLAN IF SUCH STANDARD MEASURES PROVE TO BE INADEQUATE OR A MORE STRINGENT SEDIMENT REMOVAL CRITERIA IS DEEMED NECESSARY TO PROTECT ADJACENT PROPERTY, DRAINAGE FACILITIES OR WATER RESOURCES. IF THE INTENT OF THE COUNTY ESC STANDARDS IS BEING MET, THE COUNTY MAY ACCEPT A FLEXIBLE COMPLIANCE WITHOUT A VARIANCE. (18) ALL TESC MEASURES SHALL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS AS PRESCRIBED IN THE COUNTY ESC STANDARDS MAINTENANCE REQUIREMENTS SECTION FOR EACH SMP AND OUTLINED IN THE COUNTY ESC STANDARD SECTION 0.5,3, OF THE SWM MANUAL. A TESC SUPERVISOR SHALL BE DESIGNATED BY THE CONTRACTOR AND SHALL BE RESPONSIBLE FOR MAINTENANCE AND REVIEW OF TESC AND FOR COMPLIANCE WITH ALL PERMIT CONDITIONS RELATING TO TESC. THE TESC SUPERVISOR MUST BE AVAILABLE FOR RAPID RESPONSE TO ESC PROBLEMS. THE NAME, ADDRESS, AND PHONE NUMBER OF THE TESC SUPERVISOR SHALL BE SUPPLIED TO THE COUNTY PRIOR TO THE START OF CONSTRUCTION. A SIGN SHALL BE POSTED AT THE 168TH/116th AVE SE INTERSECTION IDENTIFYING THE TESC SUPERVISOR AND THEIR PHONE NUMBER. (19) AT A MINIMUM, THE SITE SHALL BE INSPECTED BY THE CONTRACTOR'S TESC SUPERVISOR EVERY 30 DAYS DURING THE DRY SEASON, EVERY 7 DAYS DURING THE WET SEASON, AND WITHIN 24 HOURS OF SIGNIFICANT STORMS (] 1.3 CM OF RAINFALL WITHIN 24—HOURS). A WRITTEN RECORD OF THESE INSPECTIONS SHALL BE KEPT ON —SITE WITH COPIES SUBMITTED TO THE ENGINEER. FIELD BOOK: SURVEYED: 8 SURVEY BASE MAP DESIGN ENTERED:_ Ot' DESIGNED a CHECKED: 1626 & 1628 GAMMELL 91--94 S.B. GROSS 5 94 KUNIHIRD 99--00 D.Wl LSON 99--00 M ITCH ELL 04/00 DATE REVISION ANTIPATED FOR THE SPECIFIED DESIGN FLOW. I. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONTRUCTION ACTIVITY NEAR SURFACE WATERS, J. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY. (21) DUST CONTROL- MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH THE USE OF TEMPORARY GROUND COVER AND STABILIZATION PRACTICES, EXPOSED DUST PRODUCING SURFACES SHALL BE SPRINKLED DAILY UNTIL WET WHILE AVOIDING PRODUCING RUNOFF; REPEAT AS NEEDED. PAVED STREETS SHALL BE SWEPT DAILY FOLLOWING CONSTRUCTION ACTIVITIES. EXISTING OR INSTALLED CATCH BASINS OR INLETS SHALL BE PROTECTED FROM SEDIMENT DURING THE CONSTRUCTION SEQUENCE. THEY SHALL BE CHECKED AND CLEANED WEEKLY AND AFTER EACH STORM EVENT. CONTRACTOR SHALL DEVELOP A "SPILL RESPONSE" PLAN AND IDENTIFY PERSON(S) RESPONSIBLE FOR IMPLEMENTING THE PLAN IF A SPILL OF A DANGEROUS OR HAZARDOUS WASTE SHOULD (22) OCCUR. ANY SPILL THAT OCCURS REGARDLESS OF SIZE AND/OR TYPE OF SPILL SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER AND THE WASHINGTON STATE DEPARTMENT OF ECOLOGY —"SPILL RESPONSE UNIT" IN REDMOND AT THEIR 24—HOUR TELEPHONE #(425) 649-7000. IN THE CASE OF A SMALL ISOLATED SPILL THAT IS CONTAINED, COVER WITH AN ABSORBENT MATERIAL (I.E. SAWDUST, KITTY LITTER, ETC, NO STRAW) AND CONTACT ENGINEER IMMEDIATELY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL COMPLIANCE WITH THE WASHINGTON STATE "DROPPING LOAD OR OTHER MATERIALS —COVERING" (RCW 46.61.655.3/4) AND KING COUNTY (23) CODE "UNSECURED LOADS" (KCC 10.12.040b), RECOMMENDED TEMPORARY EROSION AND S,EUlhdENTATION CONTROL C -US RUCTION SEQUENCE �1} PRE—CONSTRUCTION MEETING. 2 FLAG AND/OR FENCE CLEARING LIMITS AND INSTALL PERIMETER PROTECTION FOR INSPECTION BY ENGINEER. 3 POST CONSTRUCTION SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. 4 INSTALL INLET PROTECTION. 5 GRADE AND INSTALL CONSTRUCTION/PARKING ENTRANCE(S) AS NEEDED. 6 CONSTRUCT SEDIMENT TRAPS. 7 CONSTRUCT TEMPORARY AND PERMANENT SURFACE WATER CONTROLS (BERMS, DITCHES, BIOSWALES, AND STORM SYSTEM) SIMULTANEOUSLY WITH CLEARING AND GRADING. SEED AND INSTALL MATTING TD STABILIZE AS DIRECTED BY ENGINEER (8) RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE COUNTY ESC STANDARD REQUIREMENTS. SURFACE ROUGHEN OR TEXTURE ALL "GUT" SLOPES PRIOR TO SEEDING (9) ONCE ALL SURFACES HAVE BEEN STABILIZED, REMOVE SEDIMENT TRAPS AND CONSTRUCT BIOSWALES AND PONDS PER DRAINAGE PLANS. (10) UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED, AS DIRECTED BY THE ENGINEER. SEE THE TRAFFIC CONTROL PLANS FOR ADDITIONAL CONSTRUCTION SEQUENCING, FED, Al D No. PROJECT No SURVEY No. PLANT SCHEDULE SYMBOL QUANTITY COMMON- _NAMEZ(BOTANICAL NAME REMARKS - SHORE PINE/(PINUS CONTORTA) 1.52m--2m (5'-6.5') HT., B&B SYMMETRICAL, FULL INLET PROTECTION NOTE: THIS DETAIL Is ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.014C.M. OF STORAGE, THE MEANS E TO DEWATER THE STORED SEDIMENT, AND CAN BE EASILY MAINTAINED. (�[� \�\ SPECIFIED SPACING, TYP. EDGE OF PLANTING BED OR PAVING - OROUNL OVER PLANTING AND SPADING PRUNE DEAD OR BROKEN BRANCHES ONLY �I. NTS SPECIFIED SPACING, TYP. i �- PLACE CROWN AT ORIGINAL PLANING DEPTH ----- 50mm (2") MULCH, AS SPECIFIED LEAVE CROWN OPEN TO AIR TIME RELEASE WATERING PACKET, 1—PER SHRUB UPLAND AND BUFFER AREAS ONLY (SEE SPECIAL PROVISIONS) FINISH GRADE BACKFILL WITH 2/3 NATIVE SOIL AND 1/3 COMPOST TOPSOIL 1 2 x DIAM ETER OF r ROOTBALL MIN. NOT PRUNE DEAD OR BROKEN ROOTS. SLICE THROUGH ROOTS CIRCLING THE BALL. SPREAD ("BUTTERFLY") ROOTS ON BARE ROOT AND CONTAINERIZED MATERIAL. ALL ROOTBALLS TO BE TREATED WITH VITAMIN B-1 PRIOR TO INSTALLATION. SHRUB PLANTING I A N.T.S. . d 22 17 24 SIo PACIFIC DOGWOOD/)CORNUS NUTs-,�LLII) 1.52m-2m (5'-6,5') HT., B&B SINGLE TRUNK, FULL 'VINE MAPLE/(ACER CIRCINATUM) 1 m (3') HT., CONTAINER, MULTI —TRUNK, MIN. 2 STEMS SNOWBERRY/(SYMPHORICARPOS AL.BA) 30cm — 38cm HT., CONTAINER EVERGREEN HUCKLEBERRY/(VACCINIUM OVATUM) 30cm — 38cm HT., CONTAINER RED FLOWERING CURRANT/(RIBE� ANGUINEUM) 30cm — 38cm HT., CONTAINER SALALAGAULTHERIA SHALLON) NOOTKA ROSE/(ROSE NUIKANA) SIIDSWALE SEED MIX SOD 3 LITER CONTAINER, MIN. 15cm HT. PLANT 0 1.5m O.C. 3 LITER CONTAINER, MIN. 2 STEMS AT 22cm HT PLANT 0 1.5m O.C. WHERE QUANTITIES ARE NOT SHOWN IN THE PLANT SHCEDULE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO jETERMINE THE REQUIRED QUANTITIES. JOINTS IN FILTER FABRIC SHALL BE SPUGED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"x2" BY 14 Go. WIRE OR EQUIVALENT, IF STANDARD — % STRENGTH FABRIC USED FILTER FAI3RIC 1'83m MAX' MINIMUM 100mm x 104mm TRENCH — J BACKFILL TRENCH WITH POST SPACING MAY BE INCREASED NATIVE SOIL OR 19mm-38mVEL TO 2.44m IF WIRE BACKING IS USED WASHED GRAVEL 5umrrt X 100mm WOOD POSTS,ENCE DIISTS, REBAR, OR EQUIVALENT NOTE; FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE: CONSTRUCTION OEOTEXTILE FOR TEMPORARY SILT FENCE [NTS E E Q a 2= 2 E a (13) SODDING SHALL BE APPLIED IN ACCORDANCE WITH COUNTY ESC STANDARD SECTION D.4.2.5 ON DISTURBED AREAS THAT REQUIRE IMMEDIATE VEGETATIVE COVER. SEE COUNTY ESC STANDARD SECTION D.4,2.5 FOR SODDING SPECIFICATIONS AND CONSTRUCTION REQUIREMENTS. (14) PERIMETER PROTECTION TO FILTER SEDIMENT FROM SHEETWASH SHALL BE LOCATED DOWNSLOPE OF ALL DISTURBED AREAS WHERE SHOWN ON THE PLAN. PERIMETER PROTECTION SHALL BE INSTALLED PRIOR TO UPSLOPE GRADING. SILT FENCE SHALL BE USED FOR PERIMETER PROTECTION, UNLESS OTHER MEASURES ARE APPROVED (E.G., 13RUSH BARRIERS, VEGETATED STRIPS, ETC.), AND SHALL BE APPLIED IN ACCORDANCE WITH COUNTY ESC STANDARD SECTION D.4.3. (15) INLET PROTECTION SHALL BE USED ON ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 150 METERS OF A DISTURBED AREA UNLESS THE SYSTEM DRAINS TO A SEDIMENT POND OR TRAP. SEE COUNTY ESC STANDARD SECTION D.4.5.3 FOR INLET PROTECTION SPECIFICATIONS AND CONSTRUCTION REQUIREMENTS. (16) PREVENTATIVE MEASURES TO MINIMIZE THE WIND TRANSPORT OF SOIL SHALL BE TAKE WHEN A TRAFFIC HAZARD MAY BE CREATED OR WHEN SEDIMENT TRANSPORTED BY THE WIND IS LIKELY TO BE DEPOSITED IN DRAINAGEWAYS OR WATER RESOURCES. WHEN USING WATER FOR DUST CONTROL, SPRAY UNTIL SOIL IS WET BUT RUNOFF IS NOT INITIATED. CALCIUM CHLORIDE MAY BE USED AND OIL SHALL NOT BE ALLOWED FOR DUST CONTROL. (17) THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TESC MEASURES SUCH THAT NO SAND —SIZED SEDIMENT (SOIL PARTICLES COARSER THAN THE #200 SIEVE, 0.075MM) LEAVES THE SITE. A #200 SIEVE MUST BE KEPT ON —SITE UNTIL FINAL STABILIZATION HAS BEEN APPROVED. THE COUNTY MAY REQUIRE MEASURES BEYOND THOSE DETAILED ON THE TESC PLAN IF SUCH STANDARD MEASURES PROVE TO BE INADEQUATE OR A MORE STRINGENT SEDIMENT REMOVAL CRITERIA IS DEEMED NECESSARY TO PROTECT ADJACENT PROPERTY, DRAINAGE FACILITIES OR WATER RESOURCES. IF THE INTENT OF THE COUNTY ESC STANDARDS IS BEING MET, THE COUNTY MAY ACCEPT A FLEXIBLE COMPLIANCE WITHOUT A VARIANCE. (18) ALL TESC MEASURES SHALL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS AS PRESCRIBED IN THE COUNTY ESC STANDARDS MAINTENANCE REQUIREMENTS SECTION FOR EACH SMP AND OUTLINED IN THE COUNTY ESC STANDARD SECTION 0.5,3, OF THE SWM MANUAL. A TESC SUPERVISOR SHALL BE DESIGNATED BY THE CONTRACTOR AND SHALL BE RESPONSIBLE FOR MAINTENANCE AND REVIEW OF TESC AND FOR COMPLIANCE WITH ALL PERMIT CONDITIONS RELATING TO TESC. THE TESC SUPERVISOR MUST BE AVAILABLE FOR RAPID RESPONSE TO ESC PROBLEMS. THE NAME, ADDRESS, AND PHONE NUMBER OF THE TESC SUPERVISOR SHALL BE SUPPLIED TO THE COUNTY PRIOR TO THE START OF CONSTRUCTION. A SIGN SHALL BE POSTED AT THE 168TH/116th AVE SE INTERSECTION IDENTIFYING THE TESC SUPERVISOR AND THEIR PHONE NUMBER. (19) AT A MINIMUM, THE SITE SHALL BE INSPECTED BY THE CONTRACTOR'S TESC SUPERVISOR EVERY 30 DAYS DURING THE DRY SEASON, EVERY 7 DAYS DURING THE WET SEASON, AND WITHIN 24 HOURS OF SIGNIFICANT STORMS (] 1.3 CM OF RAINFALL WITHIN 24—HOURS). A WRITTEN RECORD OF THESE INSPECTIONS SHALL BE KEPT ON —SITE WITH COPIES SUBMITTED TO THE ENGINEER. FIELD BOOK: SURVEYED: 8 SURVEY BASE MAP DESIGN ENTERED:_ Ot' DESIGNED a CHECKED: 1626 & 1628 GAMMELL 91--94 S.B. GROSS 5 94 KUNIHIRD 99--00 D.Wl LSON 99--00 M ITCH ELL 04/00 DATE REVISION ANTIPATED FOR THE SPECIFIED DESIGN FLOW. I. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONTRUCTION ACTIVITY NEAR SURFACE WATERS, J. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY. (21) DUST CONTROL- MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH THE USE OF TEMPORARY GROUND COVER AND STABILIZATION PRACTICES, EXPOSED DUST PRODUCING SURFACES SHALL BE SPRINKLED DAILY UNTIL WET WHILE AVOIDING PRODUCING RUNOFF; REPEAT AS NEEDED. PAVED STREETS SHALL BE SWEPT DAILY FOLLOWING CONSTRUCTION ACTIVITIES. EXISTING OR INSTALLED CATCH BASINS OR INLETS SHALL BE PROTECTED FROM SEDIMENT DURING THE CONSTRUCTION SEQUENCE. THEY SHALL BE CHECKED AND CLEANED WEEKLY AND AFTER EACH STORM EVENT. CONTRACTOR SHALL DEVELOP A "SPILL RESPONSE" PLAN AND IDENTIFY PERSON(S) RESPONSIBLE FOR IMPLEMENTING THE PLAN IF A SPILL OF A DANGEROUS OR HAZARDOUS WASTE SHOULD (22) OCCUR. ANY SPILL THAT OCCURS REGARDLESS OF SIZE AND/OR TYPE OF SPILL SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER AND THE WASHINGTON STATE DEPARTMENT OF ECOLOGY —"SPILL RESPONSE UNIT" IN REDMOND AT THEIR 24—HOUR TELEPHONE #(425) 649-7000. IN THE CASE OF A SMALL ISOLATED SPILL THAT IS CONTAINED, COVER WITH AN ABSORBENT MATERIAL (I.E. SAWDUST, KITTY LITTER, ETC, NO STRAW) AND CONTACT ENGINEER IMMEDIATELY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL COMPLIANCE WITH THE WASHINGTON STATE "DROPPING LOAD OR OTHER MATERIALS —COVERING" (RCW 46.61.655.3/4) AND KING COUNTY (23) CODE "UNSECURED LOADS" (KCC 10.12.040b), RECOMMENDED TEMPORARY EROSION AND S,EUlhdENTATION CONTROL C -US RUCTION SEQUENCE �1} PRE—CONSTRUCTION MEETING. 2 FLAG AND/OR FENCE CLEARING LIMITS AND INSTALL PERIMETER PROTECTION FOR INSPECTION BY ENGINEER. 3 POST CONSTRUCTION SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. 4 INSTALL INLET PROTECTION. 5 GRADE AND INSTALL CONSTRUCTION/PARKING ENTRANCE(S) AS NEEDED. 6 CONSTRUCT SEDIMENT TRAPS. 7 CONSTRUCT TEMPORARY AND PERMANENT SURFACE WATER CONTROLS (BERMS, DITCHES, BIOSWALES, AND STORM SYSTEM) SIMULTANEOUSLY WITH CLEARING AND GRADING. SEED AND INSTALL MATTING TD STABILIZE AS DIRECTED BY ENGINEER (8) RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE COUNTY ESC STANDARD REQUIREMENTS. SURFACE ROUGHEN OR TEXTURE ALL "GUT" SLOPES PRIOR TO SEEDING (9) ONCE ALL SURFACES HAVE BEEN STABILIZED, REMOVE SEDIMENT TRAPS AND CONSTRUCT BIOSWALES AND PONDS PER DRAINAGE PLANS. (10) UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED, AS DIRECTED BY THE ENGINEER. SEE THE TRAFFIC CONTROL PLANS FOR ADDITIONAL CONSTRUCTION SEQUENCING, FED, Al D No. PROJECT No SURVEY No. PLANT SCHEDULE SYMBOL QUANTITY COMMON- _NAMEZ(BOTANICAL NAME REMARKS - SHORE PINE/(PINUS CONTORTA) 1.52m--2m (5'-6.5') HT., B&B SYMMETRICAL, FULL INLET PROTECTION NOTE: THIS DETAIL Is ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.014C.M. OF STORAGE, THE MEANS E TO DEWATER THE STORED SEDIMENT, AND CAN BE EASILY MAINTAINED. (�[� \�\ SPECIFIED SPACING, TYP. EDGE OF PLANTING BED OR PAVING - OROUNL OVER PLANTING AND SPADING PRUNE DEAD OR BROKEN BRANCHES ONLY �I. NTS SPECIFIED SPACING, TYP. i �- PLACE CROWN AT ORIGINAL PLANING DEPTH ----- 50mm (2") MULCH, AS SPECIFIED LEAVE CROWN OPEN TO AIR TIME RELEASE WATERING PACKET, 1—PER SHRUB UPLAND AND BUFFER AREAS ONLY (SEE SPECIAL PROVISIONS) FINISH GRADE BACKFILL WITH 2/3 NATIVE SOIL AND 1/3 COMPOST TOPSOIL 1 2 x DIAM ETER OF r ROOTBALL MIN. NOT PRUNE DEAD OR BROKEN ROOTS. SLICE THROUGH ROOTS CIRCLING THE BALL. SPREAD ("BUTTERFLY") ROOTS ON BARE ROOT AND CONTAINERIZED MATERIAL. ALL ROOTBALLS TO BE TREATED WITH VITAMIN B-1 PRIOR TO INSTALLATION. SHRUB PLANTING I A N.T.S. . d 22 17 24 SIo PACIFIC DOGWOOD/)CORNUS NUTs-,�LLII) 1.52m-2m (5'-6,5') HT., B&B SINGLE TRUNK, FULL 'VINE MAPLE/(ACER CIRCINATUM) 1 m (3') HT., CONTAINER, MULTI —TRUNK, MIN. 2 STEMS SNOWBERRY/(SYMPHORICARPOS AL.BA) 30cm — 38cm HT., CONTAINER EVERGREEN HUCKLEBERRY/(VACCINIUM OVATUM) 30cm — 38cm HT., CONTAINER RED FLOWERING CURRANT/(RIBE� ANGUINEUM) 30cm — 38cm HT., CONTAINER SALALAGAULTHERIA SHALLON) NOOTKA ROSE/(ROSE NUIKANA) SIIDSWALE SEED MIX SOD 3 LITER CONTAINER, MIN. 15cm HT. PLANT 0 1.5m O.C. 3 LITER CONTAINER, MIN. 2 STEMS AT 22cm HT PLANT 0 1.5m O.C. WHERE QUANTITIES ARE NOT SHOWN IN THE PLANT SHCEDULE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO jETERMINE THE REQUIRED QUANTITIES. JOINTS IN FILTER FABRIC SHALL BE SPUGED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"x2" BY 14 Go. WIRE OR EQUIVALENT, IF STANDARD — % STRENGTH FABRIC USED FILTER FAI3RIC 1'83m MAX' MINIMUM 100mm x 104mm TRENCH — J BACKFILL TRENCH WITH POST SPACING MAY BE INCREASED NATIVE SOIL OR 19mm-38mVEL TO 2.44m IF WIRE BACKING IS USED WASHED GRAVEL 5umrrt X 100mm WOOD POSTS,ENCE DIISTS, REBAR, OR EQUIVALENT NOTE; FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE: CONSTRUCTION OEOTEXTILE FOR TEMPORARY SILT FENCE [NTS E E Q a 2= 2 E a EROa' M AND SEEMMTATM CON TFO- FECKARMM31M BEST mkiAGmeqT manow -- mrs 1. STABILIZATION AND SEDIMENT TRAPPING CONSTRUCTION GEOTEXT1LE FOR TEMP. SILT FENCE, PERMANENT SEEDING, SOD, 5D 2. DELINEATE. CLEARING AND EASEMENT LIMITS — _ . GRADING LIMITS, HIGH VISI9ILFTY FENCING, SURVEY PRIOR TO CONSTRUCTION, VEGETATION PRESERVE. 3. PROTECTION OF ADJACENT PROPERTIES -� DUST CONTROL, CLEAR PLASTIC COVERING, CONSTRUCTION GEOTEKTILE„FOR TEMP, SILT FENCE, HIGi-�ISIBILTTY FENCING, 4. TIMING AND STABILIZATION OF SEDIMENT TRAPPING MEASURES INLET PROTECTION, GRADING, IMMEDIATE ASPHALT PAVING, SWALES CONSTRUCTED EARLY JUTE MATTING, CLEAR PLASTIC COVERING, PERMANENT SEEDING, TOPSOIL, Y SOD PERMANENT SEEDING, CLEAR PLASTIC COVERING, JUTE MATTING OUTLET PROTECTION, JUTE MATTING, SOLI _ _ ..._..-.._............. ._... - .... _........-..__ ....-...---- INLET PROTECTION RELOCATE AWAY FROM SENSITIVE AREAS DURING CONSTRUCTION IP 5. CUT AND FILL SLOPES 6. CONTROLLING OFFEITE EROSION 7, STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS `B. STORM DRAIN INLET PROTECTION 9. UNDERGROUND UTILITY CONSTRUCTION 10. CONSTRUCTION ACCESS ROUTES MINIMIZE SEDIMENT TRANSPORT AND ROUTINELY SWEEP PAVED AREAS, CONSTRUCTION ENTRANCE AT END OF CONSTRUCTION WHEN NO LONGER NEEDED, AS DETERMINED BY ENGINEER AS NEEDED, DIVERT TO BIOSWALE T.E.S.C., DITCHES OR TANK TRUCK Cg 11. REMOVAL OF TEMPORARY BMPS 12. DEWATERING CONSTRUCTION SITES 13. CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES USE OF BIOSWALE AND ROADSIDE DITCHES, REFUEL EQUIPMENT IN SECURE STAGING AREAS, OUTSIDE -5ENSITIVE AREAS. 14. MAINTENANCE CHECK, KEEP IN WORKING ORDER THROUGHOUT CONSTRUCTION, MODIFY AND RELOCATE FEATURES AS WORK do WEATHER DICTATES. CONTRACTOR BONDING 15. FINANCIAL LIABILITY 400593 28-23-05-27 MAINTENANCE DIVISION No._4 - xiou -EXPIRES 3/9/02 COUMY Roues e4GINM KING COUNTY DEFT. OF TRANSPORTATION PAUL TOLIVER, DIRECTOR 116th AVENUE S.E. -PHASE II INTEFiMA IMPROVEMENTS TEMP. EROSION AND SEDIMENT CONTROL\LANDSCAPE PLAN (SURFACE WATER POLLUTION PREVENTION PLAN—NPDES) SHEET 28 OF 28 SHEETS 310-30(28) 1S